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File 2 of 2 - Holly Seacliff Specific Plan - Final Environme
cvsvy� i CITY OF HUNTINGTON HOLLY - SEACLI FF SPECI FIC PLAN V O L U M E 1 O F 2 D E C E M B E R 1 9 9 1 T A B L E O F C O N T E N T S Section Description Page I. INTRODUCTION A. Purpose and Intent. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I-1 B. Goals . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I-1 C. Project Area Description. . . . . . . . . . . . . . . . . . . . . . . . . I-2 D. Planning Background. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I-2 II. DEVELOPMENT CONCEPT A. General Development Plan. . . . . . . . . . . . . . . . . . . . . . . . . II-1 B. Land Use Categories. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . II-3 1. Residential . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . II-3 2 . Mixed Development. . . . . . . II-4 3 . Commercial. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . II-4 4 . Industrial. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . II-4 5 . Open Space. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . II-4 C. Circulation Plan. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . II-5 D. Open Space/Recreation System. . . . . . . . . . . . . . . . . . . . . II-5 E. Grading Guidelines. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . II-6 F. Public Facilities. . . . . . . . . . . . . . . . . . . . . . . . . . . . . II-7 G. Community Theme Guidelines. . . . . . . . . . . . . . . . . . . . . . . II-13 III. ZONING AND DEVELOPMENT STANDARDS A. Purpose and Intent. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . III-1 B. Definitions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . III-1 C. General Provisions. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . III-1 D. Development Standards. . . . . . . . . . . . . . . . . . . . . . . III-10 1. Low Density Residential 1. . . . . . . . . . . . . . . . . . . III-10 2 . Low Density Residential 2. . . . . . . . . . . . . . . . . . . III-12 3 . Low Density Residential 3 . . . . . . . . . . . . . . . . . . . III-15 4 . Medium Density Residential. . . . . . . . . . . . . . . . . . III-17 5. Medium High Density Residential. . . . . . . . . . . . . III-20 6 . Mixed Development. . . . . . . . . . . . . . . . . . . . . . . . . . . III-22 7. Commercial. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . III-29 8. Industrial . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . III-30 9 . Open Space. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . III-30 Holly-Seacliff Specific Plan 1337D November 1991 i Section Description Page IV. ADMINISTRATION A. Development Phasing Plan. . . . . . . . . . . . . . . . . . . . . . . . . IV-1 B. Public Facilities Improvement Responsibilities. . . IV-1 C. Methods and Procedures. . . . . . . . . . . . . . . . . . . . . . . . . . . IV-3 D. Density Transfer Procedure. . . . . . . . . . . . . . . . . . . . . . . IV-4 E. Acreage/Boundary Changes . . . . . . . . . . . . . . . . . . . . . . . . . IV-6 V. LEGAL DESCRIPTION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . V-1 VI. MITIGATION MEASURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . VI-1 HOLLY-SEACLIFF SPECIFIC PLAN TECHNICAL APPENDIX (Separate Document) Holly-Seacliff Specific Plan 1337D November 1991 ii LIST OF EXHIBITS Exhibit No. Title Following Page 1 Vicinity Map. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I-2 2 Existing Zoning. . . . . . . . . . . . . . . . . . . . . . . . . . . . . I-2 3 General Development Plan. . . . . . . . . . . . . . . . . . . . I-2 4 Planning Area I Development Plan. . . . . . . . . . . . II-2 5 Planning Area II Development Plan. . . . . . . . . . . II-2 6 Planning Area III Development Plan. . . . . . . . . . II-2 7 Planning Area IV Development Plan. . . . . . . . . . . II-2 8 Circulation Plan. . . . . . . . . . . . . . . . . . . . . . . . . . . . II-5 9 Open Space, Park and Trail Plan. . . . . . . . . . . . . II-5 10 Infrastructure Schematic Plan - Drainage and Sewer Systems. . . . . . . . . . . . . . . . . . . . . . . . . . . II-7 11 Infrastructure Schematic Plan - Water Systems. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . II-7 12 Community Theme Plan. . . . . . . . . . . . . . . . . . . . . . . . II-13 13 Main Street Streetscape Section. . . . . . . . . . . . . II-15 14 Goldenwest Street Streetscape Section. . . . . . . II-15 15 Gothard Street Streetscape Section. . . . . . . . . . II-15 16 Overlay Areas. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . III-2 17 Recreation/Open Space Corridor Section. . . . . . III-5 18 Commercial/Industrial Separation. . . . . . . . . . . . III-5 19 Transportation/Trail Corridor Section. . . . . . . III-20 20 Biological Resources. . . . . . . . . . . . . . . . . . . . . . . . VI-12 Holly-Seacliff Specific Plan 1337D November 1991 iii LIST OF TABLES Table No. Title Page 1 Land Use Table. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . II-2 2 Development Phasing Plan. . . . . . . . . . . . . . . . . . . . IV-2 Holly-Seacliff Specific Plan 1337D November 1991 iv H U A O I . INTRODUCTION A. Purpose and Intent I The Holly-Seacliff Specific Plan provides the development standards, design theme and administrative procedures necessary to implement the policies of the City of Huntington Beach General Plan and the Holly-Seacliff Master Plan (General Plan Amendment 89-1) . The Specific Plan also provides for application of mitigation measures contained in Final Environmental Impact Report 89-1 and implements the provisions of Development Agreement No. 90- 1 for the Holly-Seacliff area. B. Goals The purpose of the Specific Plan is to implement the goals of the Holly-Seacliff master plan, including: o Distribution of planned residential uses, definition of permitted housing types, and provision of a diversity of housing types . o Location, character and intensities of planned commercial, industrial and mixed development uses. o Alignments and design of arterial highways and locations of traffic control devices . o Design of community open spaces, parks, trails and recreation facilities . o Grading guidelines . o Design of required public facilities to serve existing and proposed development. o Design and implementation of the community theme elements . This Specific Plan is regulatory in nature and serves as zoning for the Holly-Seacliff area. Subsequent development plans, vesting tentative tract maps, tentative tract maps, parcel maps and other entitlement requests for the project site must be consistent with both this Specific Plan, the City of Huntington Beach General Plan and the Holly-Seacliff General Plan Amendment No. 89-1. Holly-Seacliff Specific Plan 1338D November 1991 I-1 C. Project Area Description Location The Specific Plan covers 569 acres located in the central portion of the City of Huntington Beach as depicted in Exhibit 1 (Vicinity Map) . A legal description of properties included in the Specific Plan project area may be found in Section V. Present land uses surrounding the site include Huntington Central Park, Ocean View Mobile Estates and industrial uses to the north; residential and office uses to the east; the Huntington Beach Civic Center, Huntington Beach High School, Seacliff Country Club and residential uses to the south; and the Bolsa Chica lowlands to the west. The Holly-Seacliff Specific Plan excludes properties contained in the previously adopted Ellis-Goldenwest Specific Plan. Exhibit 2 illustrates the existing zoning within the Specific Plan area. Regional access to the project site is provided from the San Diego Freeway (I-405) directly from the Goldenwest interchange. Pacific Coast Highway (State Highway 1) provides access from coastal areas to the north and south. Local access is provided via Edwards, Goldenwest, .Gothard and Main Streets and Ellis, Garfield and Yorktown Avenues . D. Planning Background There are a number of previous approvals related to land use regulations affecting the Holly-Seacliff Specific Plan Area. These previous approvals include: 1. The Ellis-Goldenwest Specific Plan, approved by the Huntington Beach City Council through its adoption of Ordinance No. 2998 on June 26, 1989 . (Not a part of the Holly-Seacliff Specific Plan. ) 2. Final Environmental Impact Report No. 88-2 prepared for the Ellis- Goldenwest Specific Plan (adopted on May 1, 1989, by Resolution No. 6022) . 3 . Holly-Seacliff *General Plan Amendment No. 89-1 approved by the City Council through its adoption of Resolution No. 6098 on January 8, 1990. 4 . Final Environmental Impact Report No. 89-1 prepared for the Holly- Seacliff General Plan Amendment (adopted on January 8, 1990, by Resolution No. 6097) . 5. Holly-Seacliff Development Agreement No. 90-1 (adopted on November 5, 1990, by Ordinance No. 3080) . Holly-Seacliff Specific Plan 1338D November 1991 I-2 90 � s 40 cc F� J SLATER AVENUE i N 3 TALBERT AVENUE CENTRAL W Tq W PARK O T O ELLIS AVENUE GARFIELD AVENUE YORKTOWN AVENUE A i H.B. HIGHcivic CENTER AVEryUE SEACLIFF ADAMS AVENUE COUNTRY CLUB � W O m Oou'e U O x 6 O a m bey 7` EXHIBIT 1 VICINITY MAP CITY OF HUNTINGTON BEACH � ACH Ye mmj" d c Vj jj': m I 14PREZONED) c"o MI-cm -CD RI M MI-0-CD mi-oi 2 ml RA-0 RA-0-CD �i M2-0 .......... -0 t I M1.0 11 ELLIS-GOLDENWEST SPECIFIC PLAN op of RA-0 #AI-A.CD --Tlupr— MI-01 m RA-01-C MI-0 op p p M.A.00 MI-0 R2 op CC-CZ-Z --—------ z R2 GarroWAverm. L/ RA-0 I-C cl-0 R2" -A R4-0 ml I a o� .-,N.. :0 M I '�2 0 R 3A-0 R2 R2 �M1 A 0 elb los-6 R2 2 M2-01- R21 m I R 0 4 RI Av Mw C2 RI R2-0-po 2 '-f; R2-0 -0 ROS R4-01' R Z z Alm 2-0-.CD C2-0 PAZ ROS-0 RI R2.0-p Rl Op-o-CD R -0-PD- y ROS-0 C2-0- CD 0 0. R4- -\Itl RI RI 0 - R —11 nue wj.(— W: Y ,4 �4-0 Rl -k R r. I R2-mo-cz CF-C CF-E-CD W.-M RO -0 16CF-E-CD CI TY O F%H UN TING TdO N BEACH " L EXISTING ZONING H0LL -0)rE AC,LFF PKEVif I b'�H .411111111111 1 (1-4 a pi,1,;r 7- The Holly-Seacliff Development Agreement establishes the contractual development responsibilities between the City of Huntington Beach, Pacific Coast Homes and Garfield Partners regarding project phasing, open space dedications, infrastructure improvements, reimbursable costs and other obligations for each party. Although the Holly-Seacliff Development Agreement applies only to the portions of the Holly-Seacliff area to be developed by the parties specified in the Agreement, it does provide for the future public infrastructure improvements for all the Holly-Seacliff area. The Specific Plan is an integral component for the implementation of the Development Agreement. The Holly-Seacliff Specific Plan is divided into four Planning Areas (I through IV) and establishes the general provisions and procedures to implement development of the Holly-Seacliff area under General Plan Amendment No. 89-1. Holly-Seacliff Specific Plan 1338D November 1991 I-3 II. DEVELOPMENT CONCEPT II. DEVELOPMENT CONCEPT A. General Development Plan The development concept for the Holly-Seacliff Specific Plan is designed in concert with the site' s cultural and natural features to provide for a variety of compatible land uses : residential, commercial, mixed development, industrial, open space, parks and recreation areas . The Holly-Seacliff area will be a large master-planned community located within the central area of the City of Huntington Beach. Residential areas are planned at a range of densities to provide a variety of housing types, ranging from large detached single-family homes to various types of multi-family dwellings. The lower-density residential areas are located in the western and central portions of the project and the area abutting Seacliff Country Club. The medium density areas are predominately located in the eastern and central portion of the community, along Garfield Avenue, Main Street and Gothard Street. Medium-high density areas are planned along Garfield Avenue, near planned commercial and industrial uses . A total of 475 residential units are also planned as part of a mixed development project as part of the Seacliff Village area. An industrial park area is centrally located within the community, at the intersection of the major arterial roadways for convenient access and exposure. Neighborhood and convenience commercial centers will be located along Garfield Avenue to serve the residents ' shopping and service needs . The Specific Plan also identifies public facilities including three neighborhood parks. The project is divided into four individual Planning Areas (I through IV) , as shown on Exhibit 3, General Development Plan. A summary of land uses within each Planning Area can be found on Table 1, Land Use Table. The purpose of identifying individual Planning Areas is to allow development of individual distinct identities, focusing on the particular character of land uses within each of the specific areas . Holly-Seacliff Specific Plan 1339D November 1991 II-1 TABLE 1 HOLLY-SEACLIFF SPECIFIC PLAN LAND USE TABLE AVERAGE DEV. PLANNING PLANNING LAND USE GROSS TOTAL MAXIMUM DENSITY STANDS. AREA UNIT CATEGORY ACRES UNITS DENSITY (GROSS) (PAGE) I I-1 RESIDENTIAL-LOW DENSITY 1 6 is 4 2.6 III-7 I-2 RESIDENTIAL-LOW DENSITY 1 26 90 4 3.5 III-7 I-3 RESIDENTIAL-LOW DENSITY 1 16 56 4 3.4 III-7 I-4 OPEN SPACE 16 III-29 SUBTOTAL 64 160 II U-1 RESIDENTIAL-LOW DENSITY 3 62* 310 7 5.0 III-13 II-2 RESIDENTIAL-MEDIUM DENSITY 40 416 15 10.3 III-16 II-3 RESIDENTIAL-MEDIUM DENSITY 34* 390 15 11.5 III-16 II-4 RESIDENTIAL-MEDIUM-HIGH DENSITY 9 170 25 18.8 III-19 II-5 RESIDENTIAL-MEDIUM-HIGH DENSITY 4 75 25 18.8 III-19 II-6 RESIDENTIAL-MEDIUM-HIGH DENSITY 4 75 25 18.8 III-19 II-7 RESIDENTIAL-MEDIUM-HIGH DENSITY 6 100 25 16.6 III-19 II-8 INDUSTRIAL 32 III-28 SUBTOTAL 191 1,535 III III-1 RESIDENTIAL-MEDIUM DENSITY 19 260 15 13.7 III-16 III-2 RESIDENTIAL-LOW DENSITY 2 109 550 7 5.0 III-10 III-3 RESIDENTIAL-MEDIUM DENSITY 11 140 15 12.7 III-16 III-4 RESIDENTIAL-MEDIUM HIGH DENSITY 10 220 25 22.0 III-19 III-5 RESIDENTIAL-MEDIUM DENSITY 18 240 15 13.3 III-16 III-6 COMMERCIAL 7 III-27 III-7 RESIDENTIAL-LOW DENSITY 2 12* 40 7 3.3 III-10 III-8 OPEN SPACE 16 III-29 SUBTOTAL 202 1,450 IV IV-1 RESIDENTIAL-MEDIUM DENSITY 16 155 15 9.7 III-16 IV-2 RESIDENTIAL-MEDIUM DENSITY 8 70 15 8.8 III-16 IV-3 RESIDENTLAL-MEDIUM DENSITY 9 85 15 9.4 III-16 IV-4 MIXED DEVELOPMENT 53 475 25 14.4 III-22 IV4 INDUSTRIAL 22 III-28 IV-6 COMMERCIAL 4 III-27 SUBTOTAL 112 785 TOTAL 669 3,930 * Includes 4-acre Neighborhood Park. Holly-Seacliff Specific Plan 450/02.000 December 1991 II-2 LEGEND 11 � j ,EIF tsTREewes�Ema_LC�t;l�NsllY�t�fv�7A(.- a [ �� LOVE DEME�TYREl1DENRAL/L � aln.c RL•j' OwNBITY RESIDENDALf7 MEDIIIY DENSITY REIIDENT1111 M��DENSITY 112 F RM EARED DEVELOPMENT 1 I R.) Ili I tt1 C COMMERCIAL b9 i ELLIS-GOLD k'- �' �� �r 1 SPECIFIC PLAN AREA �, -�I INDUSTENAL �- - - -- RM •'� ��OPEN SPACE RMH ) PIANNNG AREA Os 1•3 I ' �'': sf1" I•I 1 1 PLANNNO UNT OS I I RMH RMH III FAD RE—ORNOOD PARKS Av RM i R M IRJ RI$ I j RM RMH i C � .R � I i RM OS�� A" I xI-s � I r RM Iv'vf ; r R "1 r•� CIDY AvAmM / a IV.. ' M r D I � COASTAL ZONE I BOUNDARY— • y�y�y,, i�� A� �IpLEow�TMu.� �.- �JCHIBIT,2rj CITY OF HUNTINGTON BEACH ( GENERAL DEVELOPMENT PLAN 1►J(0)LLV-3[S�C�L�[1G=;FM, I l,�\ �Lf�LL�cc>U( �C�> G:',fl�/,^�f�l ��I����I��� f� „� til i ' 1 1 ' r � i • II 1 I •■ I ' e • � 1 N 1 N 1 90 y TZL 1 W r `: • `N os 16 AC venue COASTAL ZONE/ 3OUNDARY---+ NOTE: See ExhlbH 10 for Landsman L WncL EXHIBIT,i�' PLANNING AREA I CITY OF HUNTINGTON BEACH DEVELOPMENT PLAN 0 a I!-2\ _ A `� RM! 40 AC 310 DU �. o, 'INCLUDES 4 AC � 415 DU j PARK I = RMH 4 AC - -- - RM 34 AC i 390 DU — I1-5 -INC DE — RMH PARK } I • 4 AC 75DU II.4 _ 32AC RMH 170 DU RMH I+ d I� 6AC 100 DU ---- :.. Garfield Avenue uLa NOTE: See Exhibit 10 for Landscape Legend. EXHIBIT,e1 PLANNING AREA II CITY OF HUNTINGTON BEACH DEVELOPMENT PLAN 11111111111 I H0P�L U�q=aE,A' � r�L i1!t Ezi\ RL��S 1l� 11 1 COASTALZONE BOUNDARY 111-8 OS # Garfield Avenue ill-1;�! RM ,V, 111 3 III-4 19 AC 2so Du RM RMH 1RM 7 AC 140 DU 220 DU 240 DU POTENTIAL 0S Q c a '..� ...., SCHOOL SITE _. r_ 7 INCLUDES ---- "�"a'r . `�v ` ,,...-=w..w.�i►a \AC PARK 109 A CrQY Avenue N 50 It. a, m N' • 31 is C NOTE: See Exhibit 10 for Landscape Legend. EXHIBIT,B/(p PLANNING AREA III CITY OF HUNTINGTON BEACH DEVELOPMENT PLAN G-`lOO LLV=,SEZ�CMFF z2�RFEU BPEC HFFC� PLZ%H Amiiiiiiii i FMMN �-�--. Gar6elo Avenue IIIV-6 y IV-5 V!1 as 22 AC t M DU i o ; IV-3 IV-2 -RM RM I 9 AC t 8 AC �r -85 DU 1 ! 70 DU i" Clay Avenue J IV 4�-WAU M IV-4 I� G; MD i� I/C►�53 AC f 475 DU 3iM 1J 15 c ol� • Vorl.town Avenue NOTE: See Exhibit 10 for Landscape Legend. EXHIBITO PLANNING AREA IV CITY OF HUNTINGTON BEACH DEVELOPMENT . PLAN H LLY-aEIC�L�FIF Z U isC� eP,EC 11F11C �IPLz�UH �pmuiiii 1 N B. Land Use Categories The following sections describe the development concepts for each land use within the four Planning Areas . 1. Residential Land Uses The Holly-Seacliff Specific Plan provides for a range of residential densities and a variety of housing types, consistent with residential densities permitted throughout the City of Huntington Beach. a. Low Density The Low Density categories are characterized by densities ranging from 4 to 7 dwelling units per acre. Lots located in Planning Area I (RL-1) will be oriented to maximize their relationship to the linear park and provide unobstructed coastal views from blufftop areas. Permitted uses include lot sale subdivisions and detached single-family home subdivisions . Low-density uses (RL-2) in Planning Area III are planned for areas abutting the private Seacliff Golf Course. Low-density (RL-3) uses in Planning Area II are planned as small lot detached single-family homes oriented in a traditional neighborhood setting. b. Medium Density The Medium Density (RM) category is planned to include densities ranging from 7 to 15 dwelling units per gross acre. Product types include single-family detached, single-family attached, and multi- family residential homes . Medium Density areas are planned within Planning Areas II, III and IV. The single-family attached products will be two-story townhomes or flats . The multi-family units will be two and three-story condominiums/stacked flats and apartments . C. Medium-High Density The Medium-High Density (RMH) category is characterized by densities ranging from 15-25 dwelling units per gross acre. Product types include multi-family uses such as condominium/stacked flats and apartments . Holly-Seacliff Specific Plan 1339D November 1991 II-3 Single-family attached units will be permitted, however this category will be primarily multi-family uses. Medium- High density areas are planned within Planning Areas II and III, along Garfield Avenue. 2. Mixed Development The Mixed Development category allows for the creative combination of commercial and residential uses in a compatible manner. Residential products are expected to include townhomes, condominiums, stacked flats and apartments . The location for this use is in Planning Area IV, directly across from the Civic Center. The proposed uses will be clustered around the existing Seacliff Village retail center providing a focal point for the entire project area. 3. Commercial Land Uses Commercial land uses within the Holly-Seacliff Specific Plan Area are planned along Garfield Avenue within Planning Areas III and IV. The uses for these sites are expected to be those characteristic of a neighborhood commercial center, designed mainly to meet the local community shopping needs and reduce trips outside of the project area. 4. Industrial The Industrial area, which currently is the center of oil production and oil-related services and storage uses, is intended to be developed as light industrial.The Industrial land uses within Holly-Seacliff are located at the intersection of Garfield Avenue and Goldenwest Street, within Planning Areas II and IV. 5. Open Space Open Space areas are designated within Planning Areas I and III. These areas are planned to be incorporated into the Bolsa Chica Linear Regional Park which will feature trails and passive recreation uses . Holly-Seacliff Specific Plan 1339D November 1991 II-4 C. Circulation Plan The Circulation Plan, Exhibit 8, depicts the general alignments and classifications of arterial highways within the Specific Plan area. The Circulation Plan is in accordance with provisions contained in the Holly- Seacliff Development Agreement 90-1. The Development Agreement provides a phasing plan for street improvements to correspond to the phased development in the Specific Plan area and to comply with and satisfy mitigation measures contained in Final Environmental Impact Report No. 89-1. Additionally, as stated in the Development Agreement, development projects within the Specific Plan area will be conditioned to participate in construction or fair-share funding associated with required infrastructure improvements needed to serve the Holly-Seacliff area. The overall circulation concept relies on a hierarchy of circulation features ranging from major arterials to local residential streets . The system is designed to accommodate City-generated through-traffic while discouraging intrusion into individual neighborhood areas. Orange County Transit District bus stops shall be provided at locations as shown on Exhibit 12. Additional bus stops may be required at the time of development. A transportation corridor has been designated within Planning Area II . See Development Standards for Residential Medium and Medium High Densities for details . All streets shown on the Circulation Plan are public streets unless otherwise indicated. All public streets shall be developed to local street standards (as a minimum) as shown on the Standard Plans of the Public Works Department. All new traffic signals installed as part of development within the Specific Plan area shall be equipped with "Opticom" control devices. Detailed street plans and operational criteria can be found in the Holly Seacliff Specific Plan Technical Appendix. D. Open Space/Recreation System The Specific Plan designates 44 acres of open space and park uses (see Exhibit 9) . Thirty-two (32) acres within Planning Areas I and III are to be dedicated per Development Agreement 90-1 to the City for the Bolsa Chica Linear Regional Park, which is planned to form a continuous open space corridor along the bluffs between Talbert Avenue and the Pacific Coast Highway for trails and passive recreation use. Three neighborhood park areas with a minimum of four acres each are designated per Development Agreement 90-1 within the residential neighborhoods in Planning Areas II and III . These neighborhood facilities will provide local open space and recreational amenities . Holly-Seacliff Specific Plan 1339D November 1991 II-5 s LEGEND a ! S MAJOR ARTEMAL MOIf WAY W ALi E LAs•OIVIMd ^ OWNW A—(EAMI N GOO—Voll Oetdorrw.N swot(6-tA Af O.rN.M) MODIFIED MAJOR HIGHWAY ENM Avonw V J of S.AVkd. loom of G.NM AAt) ONdonwN SM.N(NwMt N O.rfNM' OIE 1110NWAY 4 Lono ...J 1 LAM•DNM.d f EMA A-1Woof of 0e1h.d) Mok SbAsoopokoS /} RM I I Ya �.«.. I / MOOIFlEO SECONDARY NKiNWAY ( \ ELLMOOLDENWEST .L.M d.d-Dlol SPECIFIC PLAN ,i '� .x. I DArtMa Avtnw f WAN N seweMq �,,,'•1 AREA •\ r SECONDARY M61FNAr .LAM•DP.MM — — - -- RM EmY.ftSIM EIIM AvSfwo(E..t N OSIIrSrdp RMH I I Golh od Mrs" NOTE: OS R MH Sw iocMtkM Ayp.ndll for rgM•N�w.Y nplk.rMMe W of,*"Won..AN NeN H I I .IrMo ShOMM SW M P Wok wtl000 RMH I i M."Wd wNh*wnkN my M pfv.N. OS RM C Ga n.te AwM. r: I RM RMH i C I RM OS I RM C'f \'•\ RM RM \ - �rIk F+(� MD coAsrAL zfxtE V RanmARr—• w "n v.mfo EXHIBIT,r a �1C�ITYrIOnFMHUNT/I�NGnTON BEACH /� �2 2 f r� �,� fin CIRCULATION PLAN H OLL U -SEACLOFF O[E(r,1 Olr't�OQU QO Lr�L�L�1UV ,Qpllflllll I I KIM f ClNAAL►ARR L E G E N D +`l?:'.;�: ,�: �,:•�':� ��is � •���• CLASS 1 NRE IRAN i ,'::::y ::'f? h:.;• +C Ny`r I "�"•'�"" CLASS X SIFF LANE ,,•.':,'+.}3:};: s;•::• Eel N. •�' _ �` IR N IRAII ••�'i`''' EOUFS IA .........:is ' Val •� ~— � 21CfFA110N AREA SCENIC CORRIDOR r � 1 LIANSOORIAf10N/ �i�r;:•.�. •, f�M„M I — RM I I I�•� (RAIL CORRIDOR •••.L•`�'v'' .: r I PARK SITE AS IDENTIVII IN ELLISAOLDENWEST \ * RECRFAl10 EIfMFNI 2<: I SPECIFIC PLAN �) fl ni N t::::<':{,• AREANW I I RM R� RMHX. II R ' MH 1 .. RM .. *iF H ... fir;: . : ;::' �1 pPM M r C t ': ii•'j9� I RM RMH I C I I RM RM -- ------- - 'l I„ y� L ��w 41 5., v 1, \•\ �� / � RM w RM •� I MD COASTAL ZONE BOIINDAFW—• i I� EXHIBIT 9 OPEN SPACV CITY OF HUNTINGTON BEACH PARKS. AND TRAILS PLAN Neighborhoods within the Specific Plan area will be linked to major open space/recreation facilities such as Huntington Central Park and the Bolsa Chica Linear Regional Park by bike lanes on all arterials. Private recreational facilities will typically be provided within the multi-family residential projects for the use of the residents within these developments, adding to the public recreational opportunities available within the Holly- Seacliff project. E. Grading Guidelines Grading will be required to construct streets, infrastructure and other site improvements and to create properly drained development areas . Another grading objective will be to balance cut and fill within the project area. It is intended that borrow sites, stockpiling and normal grading operations and procedures will occur within each of the individual planning areas . The major grading constraint for the area is the elevation of existing public infrastructure facilities as they relate to the existing grades in the area. All reasonable efforts will be taken in the design of improvements and building pads to minimize the amount of grading required to accomplish workable and safe elevations through good engineering practices. All grading within the Specific Plan area will require a grading permit and will be governed by soils, foundation and other geotechnical reports prepared by registered professional civil and geotechnical engineers, building codes, established engineering practices and City ordinances. The maximum slope ratio, horizontal to vertical, will be 2: 1 unless otherwise recommended by a geotechnical engineering report and approved by the City. Grading will occur in Planning Area I to lower grades near the intersection of Edwards Street and Garfield Avenue to meet safe highway design criteria, to increase useable areas within the linear park and to create and enhance coastal view opportunities. In Planning Area II, grading will be necessary for the construction of arterial and local street improvements and the installation of master-planned drainage and sewer improvements within unimproved ravines. The ravine areas will be incorporated into a neighborhood linear park feature with slopes no greater than 2: 1, in accordance with the schematic cross section on Exhibit 17. Holly-Seacliff Specific Plan 1339D November 1991 II-6 Within Planning Area III, grading will be required to create and stabilize development areas and to direct runoff to master-planned facilities. Within Planning Area IV, grading will occur primarily in the Mixed Development area, concurrent with the widening of Goldenwest Street and removal of the existing abandoned reservoir. The following guidelines are provided to enhance the visual form and character of manufactured slopes within the community: 1) Grading shall be consistent with City policies and incorporate safe grading techniques to provide for proper engineering practices and ensure adequate site drainage. 2) Blended and variable slopes shall be employed to restore a natural appearance within the framework of grading that is geologically safe. 3) There shall be a smooth transition where graded slopes meet existing grades. A transition at both the top and toe of slopes should also be provided. 4) Graded slopes shall be revegetated or landscaped per City approval. F. Public Facilities 1. Infrastructure Plan The Infrastructure Schematic Plan, Exhibits 10 and 11, identifies existing and proposed storm drain, sewer and water facility improvements to serve development within and surrounding the Specific Plan area. A specific analysis of infrastructure requirements and detailed design, construction and phasing plans can be found in the Holly-Seacliff -Specific Plan Technical Appendix. The Technical Appendix also includes detailed arterial street sections, right-of-way requirements, traffic control systems and phasing plan. Developers within the Specific Plan area will be responsible for the construction of public facilities improvements on a fair-share basis, as described in Section IV, Administration. a. Storm Drains Existing storm drainage facilities are maintained by the City of Huntington Beach, Public Works Department. The majority of the Holly Seacliff project area will drain via improved swales or proposed underground conduits into four primary runoff outlets. The first of these primary outlets consists of drainage collected from the northwest portion of the project draining Holly-Seacliff Specific Plan 1339D November 1991 II-7 LEGEND ! i I f i fm177 i f� erawoeAus tt Sane,tNl5lallon T� \` NOTE: f ............ ..... T*ohrftM A/pwdl.brNwn e,,Wwt ti RM I' ! �•ELl OOLDENWEST AREA RM Os 1 !) i .MH� I A' 1 1 RMH RM �I 1 OS '..__---- 1. ,.. ._.. �, /7 • RM i l --- �C RM RI I I I RM i 111 ^RM7— RM �I RM MD COASTAL ZONE .+ ...;_..,_.._................. 901.1 r EXHIBITS 10 ---- -' Drainage and Sewer Systems CITY OF HUNTIN TO(rN�BEArCH fI n n INAFNRASTRUCTURE SCHEMATIC PLAN (li1O01 1.�,�-IR) \��a���IIU�'lf �� rN P,lr°� N Ir��< <�U�1�'��` i �r�l�=- �NIIIIIIIII I I lid A �' -:-------� _i L E G E N D :d ----_. S Pr.p...d l l Reservoir a I ' .,wpe le..d utl bcarion eM aiaff. I ! nI WTASLE WATER __-_ .... RECIARAED WATER .... ..._ .... cM E.EUwer: lJ WM ke wW A..xrl.. �r i , i K l Sw ..MNe.I AOCaMIf ler MrnkrMwe II M.N.. 19 RM �'. ELLIS•OOLDENWEST ij• Fes✓✓ •+�% �ti J 1' SPECIRC PLAN Ie AREA i I — _ RM J M ( i R H Y/ . ' 1. �. MH 1 -+ I _q 1 MH MH 1. �'R OS —M -j� RM G4 3 I CC C I A.roSww RM i RMH I I 1 RM OS '/. ' RM RM RM jo ` i , \ ♦ % l t /;...J, .,•.at'•ntearn Pu.*Sloo. i MD COASTAL ZONE . •` .......... ...........! .. DOIINDARV--� • .. EXHIBIT 9�S Water Systems CITY OF HUNTINGTON BEACH INFRASTRUCTURE SCHEMATIC PLAN north. This runoff is either collected in a proposed storm drain system from Edwards Street northeasterly to the Ellis Avenue crossing, or drains in an improved swale north to the Ellis Avenue crossing. The second primary runoff area consists of flows collected from the northeast and central portion of the project. The existing swales in Planning Area II will be upgraded and improved to accommodate both sewer and underground storm drain facilities . Storm drain systems will be added in Goldenwest Street from Garfield Avenue to midway between Ellis and Garfield Avenues, and in the realigned Gothard Street from Ernest Avenue to midway between Ellis and Ernest Avenues . The third primary runoff area consists of flows collected in the most westerly and southwesterly portion of the area. All runoff from these areas drains to the south and through a detention basin at the downstream end of the Seacliff golf course. This basin has been designed to accommodate the future flows .from development. The fourth drainage area consists of flows leaving the project area through the southeast portion of the site. Flows from this area will be transported off the site via an extended storm drain system in Garfield or through the developed areas of the Pacific Ranch project. Developers shall be responsible for the construction or funding of drainage facilities within their project and/or off-site facilities necessary to serve the development. If a developer is required to construct or to oversize these facilities beyond their fair-share to serve other projects, the developer shall enter into a reimbursement agreement with the City. Storm drain system improvement requirements and design criteria may be found in the Holly-Seacliff Specific Plan Technical Appendix. b. Sewer Facilities Existing sewer facilities for the project area are maintained by the City of Huntington Beach, Public Works Department and the Sanitation District of Orange County, District Nos. 3 and 11. The City' s Master Plan of Sewers indicates that four major trunk lines and one City pump station will be required to ultimately collect and convey sewerage from the project area. Holly-Seacliff Specific Plan 1339D November 1991 II-8 Generally, sewer lines 8-inches in diameter and smaller, required for interior streets and individual developments, will be the responsibility of developers on a project-by-project basis . Developers shall be responsible for the construction or funding of sewer facilities within their project and/or off-site facilities necessary to serve the development. If a developer is required to construct or to oversize these facilities beyond their fair-share to serve other projects, the developer shall enter into a reimbursement agreement with the City. Sewer system improvement requirements and design criteria may be found in the Holly-Seacliff Specific Plan Technical Appendix. C. Water Facilities The majority of the project area lies within the Reservoir Hill Assessment District, which operates as part of the City of Huntington Beach Water System. Although development throughout this district is currently minimal, main lines and transmission lines to service this entire area have been installed as part of this District. Because the existing booster station near Clay Avenue and Goldenwest Street is operating at capacity, plans have been made for the construction of a new booster pump station near Huntington Street and Garfield Avenue. To properly service the project site, some additional 12-inch water lines are required within the arterial highways. Other smaller water lines will also be necessary in local interior streets within the project to provide water service to internal lots. To mitigate project impacts on the City' s water system, a 9-million gallon reservoir, water well, booster pump and a major water transmission main will be constructed outside the Holly-Seacliff Specific Plan Area to provide adequate water service and storage capacity for the area. Developers shall be responsible for the construction or funding of water facilities within their project and/or off-site facilities necessary to serve the development. If a developer is required to construct or to oversize these facilities beyond their fair-share to serve other projects, the developer shall enter into a reimbursement agreement with the City. Holly-Seacliff Specific Plan 1339D November 1991 II-9 Water system improvement requirements and design criteria may be found in the Holly-Seacliff Specific Plan Technical Appendix. d. Fire and Emergency, Medical/Police As mitigation of project-related impacts, a Public Safety Facility (Talbert Station) will be constructed, furnished and equipped with fire and medical apparatus . The facility will be constructed on land provided by the City outside of the Specific Plan Area. A police substation will also be constructed, furnished and equipped as part of the Public Safety Facility. The Specific Plan requires participation by developers in a fair-share funding program for these facilities . e. Reclaimed Water The City of Huntington Beach Water Master Plan proposes the use of reclaimed water for irrigation purposes . The City of Huntington Beach Public Works Department, Water Division, is currently coordinating with the Orange County Water District (OCWD) for a supply of reclaimed water to serve portions of the City. It is anticipated that the City will be served via inclusion in OCWD' s proposed Green Acres Reclamation Facilities Project (GAP) . The possible use of reclaimed water for some irrigated areas should decrease the future use of potable water throughout the developed Holly- Seacliff area. Should the City implement and connect to the Green Acres system of reclaimed water, such a system can be used to irrigate major open space features only, such as landscaped medians, parkways and parks, using County-provided water. Developers shall be responsible for the construction or funding of reclaimed water facilities necessary to serve the development. If a developer is required to construct or to oversize these facilities beyond their fair-share to serve other projects, the developer shall enter into a reimbursement agreement with the City. Reclaimed water system improvement requirements and design criteria may be found in the Holly-Seacliff Specific Plan Technical Appendix. Holly-Seacliff Specific Plan 1339D November 1991 II-10 f . Parks The proposed linear park areas in Planning Areas I and III will be dedicated; and neighborhood parks in Planning Areas II and III will be improved as provided for in the Holly-Seacliff Development Agreement. Properties not included in the Development Agreement will be subject to the City Park Acquisition and Development Fee Ordinance. g. Library Facilities Public library facilities are provided by the City of Huntington Beach approximately one-half mile north of the Specific Plan Area. All new development is assessed for library services through the payment of a cultural enrichment fee at the issuance of building permits . h. Schools The Specific Plan Area is located within the Huntington Beach City School District (Grades K-8) and the Huntington Beach Union High School District (Grades 9-12) . All development within the Specific Plan Area is subject to the payment of school impact fees at the time of issuance of building permits, in accordance with Government Code Section 53080. School facility impact mitigation measures per Final Environmental Impact Report No. 89-1 shall be applied to development within the Specific Plan Area (see Section VI) . Schools shall be permitted in any Planning Area within the Specific Plan in order to accommodate elementary students generated by the development of the Specific Plan and surrounding areas . A potential school site within the Specific Plan boundaries may be established by means of a general plan amendment. Any new school facility shall be developed in accordance with the construction and planning standards and requirements of the City of Huntington Beach, the Huntington Beach City School District, the State of California Architects Office and the State of California Department of Education. Holly-Seacliff Specific Plan 1339D November 1991 II-11 i In order to comply with mitigation measures identified in Environmental Impact Report No. 89-1, proposed future development within the Specific Plan may be required to dedicate and convey land to the school district, pay additional school impact fees and/or provide other revenues to facilitate the financing of construction and land for new school facilities . In addition, mitigation may be achieved by providing new or existing permanent or temporary classroom facilities . Compliance with the above shall be addressed concurrent with the filing of the first tentative tract map. The developer shall demonstrate to the City' s satisfaction and upon receipt of the School District' s review that the mitigation measures identified in Final Environmental Impact Report No. 89-1 have been or will be implemented prior to the approval of any tentative tract maps. 2. Utilities There are several public utility service providers identified by the Holly- Seacliff Specific Plan. Although adequate facilities exist for the current service needs of the Holly-Seacliff area, additional facilities may be required as development occurs. a. Electricity Electrical service to the area is provided by the Southern California Edison Company. Existing transmission and distribution lines are adequate to service current and potential future needs. Developers may be required to relocate or underground existing facilities concurrent with project development. .b. Natural Gas Natural gas service in the Specific Plan Area is provided by the Southern California Gas Company. Adequate facilities exist for current and projected future needs. Developers may be required to. relocate existing facilities concurrent with project development. C. Telephone Telephone service in the Specific Plan Area is provided by General Telephone (GTE) . Developers should coordinate with GTE for the relocation of existing facilities and installation of new service. Holly-Seacliff Specific Plan 1339D November 1991 II-12 d. Cable Television Cable television service within Huntington Beach is provided by Paragon Cable. Developers should coordinate with Paragon Cable for the installation of new service. e. Solid Waste Disposal Rainbow Disposal Company currently provides solid waste disposal services for the Holly-Seacliff area. Based on service projections and anticipated demand increase, an adequate level of service will be maintained. No solid waste disposal facilities are planned to be located in Specific Plan Area. G. Community Theme Guidelines The Community Theme Guidelines are intended to provide for the development of neighborhoods, open spaces, buildings and streetscapes having a distinctive visual identity to promote individual -neighborhood identities and to promote interrelationships between complementary land uses and community open space features . The major elements of the Community Theme Plan include landscaping, walls, signage and monumentation, street furniture and open space/pedestrian linkage features as described below. Exhibit 12 illustrates the general location of required community landscaping and monumentation. All development proposals within the community theme guidelines and incorporation of appropriate community theme elements . Concurrent with the filing of the first tentative tract map in the Specific Plan area, Community Design Guidelines shall be submitted which will address pedestrian linkages between planning areas, design and function of the swales, type of street furniture and greater specificity and definition of neighborhood. Concurrent with the filing of the first tentative tract map in the Specific Plan area, Community Design Guidelines shall be submitted which will address pedestrian linkages between planning areas, design and function of the swales, type of street furniture and greater definition of neighborhoods . 1. Landscaping Landscaping shall be provided as outlined below, subject to the following general criteria: Holly-Seacliff Specific Plan. 1339D November 1991 II-13 w � LEGEND I I Y O MEDIAN PIANTINGI �,_ .f ,�s +- p 4 :'A:C? O+,, r F3N.e•+'^'Qi.tr.,.Ca o. �.o _ s I1 �t amP cow..nNITY^pleDnoe�Y. - - ``�Ch + ¢:1 '�-D •i$ ::, �5 �" $1f49 „ Y"' ,, •, Ma.lefn Een Palm tr.e COMMONI C01111T GATEWAYS enl } I I' Ph^ .C.naHenfl.-C.n.ry 1 1 _ Ifl.nd Data Palm.d-.Vlrq helphlf --- Gai ja—d Shaal � ® __._ C^mmunlW Idenllllcalon dpn well •��••� 'fAl��� 11 2 a: ®MAJOR INTERSECTIONS RM ^e Phnl.C.mrlen.N-C.n.ry blind Dale Palm.tl e.rylnp Phelphl.In 1--lod cern.r fal6acYf I IQ - d Shwlf \O I Rm dle.l ELLIS•GOLDENWEST .epe ud—Im V SPECIFIC PLAN AREA STREET SCAPESrSTREET �.�_.. i• W3 \, O IDENTITY TREES �..' RM Inlorma pLndnp o f. . .: la f 1 �F I \\ RMH NEIGHRORHOOO ENTRIES 1-4 a •'� "R\ '�^'•?6 A--I,w.n awry, OS _ 1'1 �\ / .".Ied lbroupb.ul nelphb,h—d.MeeI—pa Nalphb^rn.ed Idanll11u1bn fie- IDSR �f .Ipnr.•.n. I ,. I _ ._RMH �y �; }� l � » �eus sroP RM III- RMH IIC �. IV-5 v g� RM 111.5 .r. OS I RM IV-3 R ll1 t�iy -• II.7 ahI _Z- M IV-4 /1 n� r . COASTALZONE / 1 , ROl1NOARV—• ! —.. .i EXHIBIT l•8e /2 CITY OF HUNTINGTON BEACH COMMUNITY THEME PLAN OOLU-SEZACUF f�0 Cn 00OFIC I° OIO 11111111111 " "" o Plant materials will consist of low-maintenance trees, shrubs and ground covers approved by the City of Huntington Beach. o In graded areas and public open space areas where structures or other improvements are not built, landscaping should consider the use of native or naturalized drought tolerant species which can provide wildlife habitat, with a gradual transition to more ornamental species along the development edge. o The landscaping of development within the plan should be designed to minimize visual impacts of adjacent parcels . Special consideration should be given to orientation of residences (particularly windows and decks) to respect the privacy of adjacent residents to the extent feasible. o All landscaped medians located within arterial streets shall be maintained by the City of Huntington Beach, provided medians are designed and constructed per City standards and approval. All other landscaping improvements shall be maintained by a landscape maintenance district, community association, homeowners association or other method acceptable to the City. a. Arterial Highway Medians o Landscaped medians shall be provided along Goldenwest Street, Gothard Street, Main Street, Seapoint Street and Garfield Avenue where approved by the City. o Washingtonia robusta (Mexican Fan Palm) shall be planted in informal groupings in all medians throughout the specific plan area. o Flowering shrubs and ground cover will accent the palm groupings . Holly-Seacliff Specific Plan 1339D November 1991 II-14 o Main Street median planting will consist of the existing mix of Washingtonia robusta and Phoenix canariensis (Canary Island Date Palm) . b. Community Gateways o A minimum 25 foot landscape area (measured from curb face) shall be provided at community gateway locations identified on Exhibit 12 for appropriate landscaping and community monumentation. o Phoenix canariensis (Canary Island Date Palm) , Phoenix dactylifera (Date Palm) , Washingtonia robusta (Mexican Fan Palm) in clusters, Erythrina caffra (Coral Tree) , Chamaerops humilis (Mediterranean Fan Palm) or other City-approved tree, at varying heights. o Broadleaf evergreen understory planting. o Community identification monumentation accented with flowering ground cover. C. Major Intersections o A minimum 25 foot landscape area (measured from curb face) shall be provided at major intersections identified on Exhibit 12 for enhanced landscape treatment . o Phoenix canariensis (Canary Island Date Palm) , Phoenix dactylifera (Date Palm) , Washingtonia robusta (Mexican Fan Palm) in clusters, Erythrina caffra (Coral Tree) , Chamaerops humilis (Mediterranean Fan Palm) or other City-approved tree, at varying heights. o Broadleaf evergreen understory planting . d. Streetscape/Street Identity Trees o A minimum 15 foot landscape area shall be provided along all arterial highways within the specific plan area for appropriate parkway landscaping. Along Main Street, the 15 foot landscape area shall consist of 6 feet of public right-of-way and a 9 foot private landscape easement . Typical landscaped street sections are found on Exhibits 13, 14 and 15 . Holly-Seacliff Specific Plan 1339D November 1991 II-15 EXISTING PALM TREES MMIAN s. . Omm I 9' 12' 41' �' l' 41' R.oz. R.O.W. ►3 EXHIBIT X MAIN ST REET Looking North, between Huntington and Clay CITY OF HUNTINGTON BEACH 120' R.O.W. STREET SECTION HOLLY SEACILUFF AREA SPECOFOC PLAN I I I I I 0 5 10 15 I 42' 42' 6' i 25' 55' 55' 15' RA.W. R.O.W. dL i WE57- EXHIBIT>f GOLDEN STREET Looking North, be win—Bliw -"and Ernest CITY OF HUNTINGTON BEACH 110' R.O.W. STREET SECTION HOLLY SEACLUFF AREA SPECUFUC PLAN 111111 1 11 1 1 IcR i'� 0 5 10 15 I ---------- Q a I 1 15' 42' 42' 15' R.O.W. R.O.W. IS' EXHIBIT >T GOTHA RD STREET Looking North, between Ellis and Ernest CITY OF HUNTINGTON BEACH 84' R.O.W. STREET SECTION HOLLY SEACLOFF AREA SPECOF0C PLAN IIIIII I I I I 1 Ii� 0 5 10 13 o The parkways for each street shall consist of informally- spaced groups of two tree varieties from the list below: Botanical Name Common Name Brachychiton acerifolius Flame Tree Casuarina cunninghamiana River She-Oak Cupaniopsis anacardiodes Carrotwood Eucalyptus ficifolia Red Flowering Gum Eucalyptus siderozylon rosea Red Iron Bark Gum Ficus rubiginosa Rusty Leaf Fig Koelreuteria bipinnata Chinese Flame Tree Magnolia grandiflora Samuel Sommer "Samuel Sommer" Magnolia Melaleuca quinquenervia Cajeput Tree Pinus canariensis Canary Island Pine Pinus eldarica Mondel Pine Pinus sylvestris "Fastigiata" Erect Scotch Pine Pistacia atlantica Mt. Atlas Pistache Platanus acerifolia London Plane Tree Podocarpus gracilior Fern Pine Schinus molle California Pepper e. Neighborhood Entries o A minimum 20 foot landscape area (measured from curb face) shall be provided at each neighborhood entry. o The accent trees at each neighborhood entry are to be repeated throughout the neighborhood streetscape. o Neighborhood identification sign/wall. Holly-Seacliff Specific Plan 1339D November 1991 II-16 o Tree, shrub and ground cover species will be consistent with neighborhood character and architectural theme, and will contrast with the adjacent arterial street tree. 2. Walls, Signage and Monumentation a. All single-family residential and industrial areas along an arterial highway shall be screened by a minimum six-foot high solid masonry wall. b. The design and materials of residential walls shall be consistent within each planning unit. C. Community walls will vary by neighborhood and reflect neighborhood theme and architecture, while utilizing the same materials in varied combinations of or a consistent community image. These materials may consist of stone, brick, decorative block or tubular steel in different combinations for each of the individual neighborhoods . d. The horizontal form of continuous solid walls shall be softened by the use of pilasters or landscape materials . e. Multiple-family residential areas may be screened by a combination of solid and open fencing materials. f. The location, design and materials for all walls facing an arterial highway within the Specific Plan area shall be subject to approval of the Director of Community Development. g. All proposed signs with the Specific Plan shall conform with the Sign Ordinance of the Huntington Beach Ordinance Code. h. A monument sign or other architectural feature shall be constructed within the landscaped setback area of all Community Gateway locations identified on Exhibit 12. i . Neighborhood entry signs shall be located within the landscaped setback area for each neighborhood entry. Holly-Seacliff Specific Plan 1339D November 1991 II-17 j . Commercial, industrial and mixed-use project identification signs may be located within the landscaped setback area adjacent to an arterial highway. k. The location, design and materials for all proposed community gateway, neighborhood entry and project identification signs shall be subject to the approval of the Director of Community Development. 3 . Street Furniture a. Street lighting may be placed within arterial medians or within adjoining sidewalk and setback areas. b. Street lighting should be standardized throughout the Specific Plan area. Street lighting along arterials shall be of Marbelite Cobra Head type and 30 feet in height. Street lighting along local streets shall be of Marbelite Cobra Head type and 25 feet in height. Street lighting may have custom decorative features within Planning Areas if approved by the City. C. Bus stops and shelters shall be provided in the locations identified on Exhibit 12. d. The design of any proposed bus shelters shall be reviewed by the Orange County Transit District and approved by the Director of Community Development. 4 . Open Space/Pedestrian Linkages The Specific Plan incorporates and is surrounded by numerous significant open space and recreational features, including Huntington Central Park, the Bolsa Chica Linear Regional Park and neighborhood parks . The following guidelines are intended to maximize the interrelationship of land uses within the Specific Plan area to both internal and external community amenities. a. Bicycle lanes shall be provided on all arterial highways within the Specific Plan area. Holly-Seacliff Specific Plan 1339D November 1991 II-18 b. Bicycle lanes shall be connected to recreational trails within public and private park and open space areas at locations deemed appropriate by the Director of Public Works . C. Sidewalks shall be provided adjacent to all arterial highways within the Specific Plan area. d. Sidewalks shall be connected to pedestrian trails located within public and private park and open space areas where feasible. e. Pedestrian access shall be provided to all neighborhood commercial areas from adjacent residential neighborhoods to discourage unnecessary automobile trips . f. Residential, commercial, industrial and mixed-use projects shall be designed to encourage pedestrian and bicycle access as well as automobile access . g. Where feasible, pedestrian access should be provided between adjoining residential projects. h. Bus stops and shelters shall be provided as indicated on Exhibit 12 to facilitate public transportation within the Specific Plan area. Holly-Seacliff Specific Plan 1339D November 1991 II-19 III. ZONING AND DEVELOPMENT STANDARDS III. ZONING AND DEVELOPMENT STANDARDS A. Purpose and Intent The purpose of this section is to provide the specific development and density standards and regulations that will be applied for each type of development permitted within the Holly-Seacliff Specific Plan. Unless otherwise stated, the Specific Plan will be the zoning document for the Planning Areas identified in the Development Plan. This section contains the definitions, general provisions and development standards . The following Zoning and Development Standards apply to all properties within the Specific Plan area. All references to the "Huntington Beach Ordinance Code" mean the current Code, except for properties included in Development Agreement 90-1 which are subject to the Code in effect at the time of adoption of Development Agreement 90-1. B. Definitions The following definitions shall apply to the Holly-Seacliff Specific Plan. Terms not defined herein shall have the same definitions as used in the City of Huntington Beach Ordinance Code in effect at the time of adoption of the Holly-Seacliff Specific Plan. 1. Building Height A vertical dimension measured from a datum established at top of slab to the highest point of any roof feature, including mechanical equipment screening. Roofs shall have a 5/12 pitch or greater. 2. Planning Areas The four areas depicted on the Development Plan, bounded by major streets as shown, and labeled I, II, III and IV. 3 . Planning Unit A sub-area of a Planning Area numbered and identified on the Development Plan and Land Use Table. C. General Provisions All development activity within the Holly-Seacliff Specific Plan Area will be subject to the following general conditions and requirements, as noted. Holly-Seacliff Specific Plan 1340D November 1991 III-1 1. Permitted Uses a. Permitted Uses within the Specific Plan Area shall be defined in the Development Standards section for each district or subarea. b. All requests for residential density transfers shall comply with the procedures contained in Section IV-D, Density Transfer Procedure. C. In addition to Permitted Uses, Unclassified Uses shall be permitted in accordance with the regulations contained in the Huntington Beach Ordinance Code. d. Nonconforming Uses shall be permitted within the Specific Plan Area in accordance with the regulations contained in the Huntington Beach Ordinance Code. e. Oil and gas production shall be permitted within the Specific Plan Area in accordance with the regulations contained in the Development Standards section herein and the Huntington Beach Ordinance Code. The continued operation, redrilling and servicing of existing oil and gas wells shall be permitted throughout the Specific Plan Area, subject to applicable City regulations and compliance with the mitigation measures contained in Final Environmental Impact Report No. 89-1, see Section VI . The drilling of new oil and gas wells and consolidation of existing operations shall be permitted only within Planning Units II-8 and IV-5, subject to the approval of a Conditional Use Permit and compliance with applicable City regulations and mitigation measures contained in Final Environmental Impact Report No. 89-1. 2. Overlay Areas Additional regulations to those stated in the Development Standards section herein are applicable in the following areas : a. Flood Plain Zone Overlay Development within the Flood Plain Zone Overlay, identified in Exhibit 16, shall comply with the regulations contained in the Huntington Beach Ordinance Code. Holly-Seacliff Specific Plan 1340D November 1991 III-2 LEGEND COASTAL ZONE BOUNDARY FLOOD 0.AM1 BOUNDARY l_—__—__—_ -_�..�.•�..�..�..�..�..�� �Alousr-FiRolo xaRE �••�•••�'� `v' I I I I .. ACCESS PLAN w TREES (I I I ,•'� ® —11 AREA Z I , — — ��,r�� =— — p��; a 07�• 7i r �— /� � •• Tom-• _ �) CbT Ar.nw ' Z ! i ' 1 EXHIBIT 4 CITY OF HUNTINGTONBEACHH OMERUY RE rlI0LLV-8FAnC7LHFF A, RLA 0)PECn n C [PL/,°�M AIIlllnlll I I 14.w4N b. Alquist-Priolo Zone Overlay All development projects within the Alquist-Priolo Zone Overlay identified in Exhibit 16 shall be required to submit a geotechnical investigation identifying any active traces of the Newport/Inglewood Fault and establishing any required building setback lines prior to issuance of a building permit. C. Coastal Zone Overlay All development projects located entirely or partially within the Coastal Zone boundary identified on Exhibit 16 shall require approval of a Coastal Development Permit in accordance with the regulations contained in the Huntington Beach Ordinance Code. d. Access Plan Overlay Exhibit 16 identifies parcels in Planning Areas II and IV where coordination of access on Garfield Avenue is necessary for safe and efficient traffic movement. All development applications within this overlay area shall require approval of an access plan by the Public Works Department. e. Windrow Trees and Swales Exhibit 16 shows areas in Planning Area II of existing "windrow" trees and swales . Wherever feasible, existing windrows should be preserved within park sites or replaced to maintain the aesthetic benefits they contribute to the community. Further studies should be completed to assess the health of these trees . Where it is not feasible, as determined by the City of Huntington Beach, to preserve healthy, mature trees, trees may be replaced with 36" bog trees at a 1: 1 ratio. Landscaping plans specifying the number and type of replacement trees shall be submitted for review and approval by the Huntington Beach Public Works Department prior to the issuance of a building permit. The existing swales should be incorporated into a recreation/open space corridor including landscaping and a recreation trail per the typical cross section shown on Exhibit 17. Holly-Seacliff Specific Plan 1340D November 1991 III-3 3 . Parking Parking shall be provided for all development projects in accordance with the regulations contained in the Huntington Beach Ordinance Code. 4 . Landscaping a. Landscaping shall be required as defined within the Development Standards in Section III for each district. b. All projects fronting on an arterial highway shall be responsible for installing landscaping consistent with the Community Theme Guidelines outlined in Section II-G. C. Residential and industrial/commercial uses shall be adequately separated. Since all such uses in the Specific Plan area separated by streets, new permitted development and redevelopment shall include a minimum of 15 foot landscape area, with a 6 foot high solid masonry wall, adjacent to sidewalk. Buildings shall be set back from wall as required by the development standards . See Exhibit 18 . d. Developers should consult with the Public Works Department regarding landscaping conservation measures and should submit landscape and irrigation plans for approval. e. Wherever feasible, trees suitable for use by raptors should be preserved or replaced in accordance with Final Environmental Impact Report No. 89-1. 5. Walls and Fences A plan showing the proposed location, size and materials of all proposed walls and fences shall be submitted for review and approval by the Community Development Department prior to the issuance of a building permit. 6. Signs and Outdoor Lighting A plan showing the proposed location, size and materials of all proposed signs and outdoor lighting shall be submitted for review and approval by the Community Development Department prior to the issuance of the building permit. All signs shall conform to the Holly-Seacliff Specific Plan 1340D November 1991 III-4 regulations contained in the Huntington Beach Ordinance Code. Outdoor lighting shall be designed to provide adequate illumination of on-site areas without intruding upon surrounding properties or sensitive uses . 7. Public Facilities and Infrastructure All development projects shall construct or fund required public facilities and infrastructure per a Holly-Seacliff Public Facilities Development Fee Ordinance in conformance with the Public Facilities Plan (Section II-F) and .the Holly-Seacliff Specific Plan Technical Appendix. Developers shall consult with the Orange County Transit District regarding locations for bus stops, turnouts and shelters prior to the approval of a tentative tract map or issuance of a building permit . 8 . Utilities All development projects shall be required to install adequate utility services necessary to serve the development. All utilities shall be placed underground and identified in easements, excluding street lights and electrical transmission lines of 66 kV or greater. Utility systems shall be designed to conserve the use of electrical energy and natural resources. Developers shall coordinate with the gas, electricity, telephone and cable TV companies regarding energy conservation and proper planning, phasing and sizing of lines . 9 . Fire Protection and Emergency Vehicle Access All development projects shall comply with the regulations contained in Chapter 17. 56 of the Huntington Beach Municipal Code (Fire Code) . A plan showing the location of fire hydrants and emergency _vehicle access shall be submitted for review and approval by the Fire Department prior to the issuance of a building permit. All projects involving the closure of public streets shall be reviewed by the Fire Department for adequate emergency- apparatus access . 10. Environmental Requirements Development within the Specific Plan Area shall implement the mitigation measures contained in Final Environmental Impact Report No. 89-1 (see Section VI) . The mitigation measures specific to specific plans, and many others are specially noted within this the Specific Plan. Other mitigation measures are triggered by specific permits or entitlement requests and must be Holly-Seacliff Specific Plan 1340D November 1991 III-5 60' MINIMUM c I MAX I 2:1 SLOPE flip 8' 5' NIKIWGI MIN 10' 51KING TRAIL f 7 EXHIBIT�j RECREATION/OPEN SPACE CORRIDOR CITY OF HUNTINGTON BEACH TYPICAL CROSS SECTION HOLLY SEACLUFF AREA SPECOFOC PLAIM II1111 Igo 1 z � evt� � � INDUSTRIAL/ RESIDENTIAL COMMERCIAL ' VARIES 15' VARIES 15, VARIES DEVEL PMENT DEVELOPMENT STANDARDS STANDARDS EXHIBIT COMME RCIALANDUST RIAL AND RESIDENTIAL CITY OF HUNTINGTON BEACH TYPICAL SEPARATION FOR NEW DEVELOPMENT HOLLY BEACLO rFF AIREA 8PECUFUC PLAN 111111 1 11 1 1 � 0 5 10 15 addressed at that time. In addition, each development project shall include an environmental mitigation monitoring program prior to approval . In compliance with the mitigation measures contained in Final Environmental Impact Report No. 89-1, the following studies or plans may be required as a condition of project approval prior to the issuance of grading and/or building permits, final inspection, or certificate of occupancy as indicated: a. Geotechnical Investigation A geotechnical investigation addressing potential hazards due to seismic activity, erosion, tsunami, liquefaction and subsidence including recommendations for grading and the placement and design of structures, shall be submitted for review and approval by the Community Development Department prior to the issuance of a building permit. b. Soils Report A soils report containing recommendations regarding the placement of fill, design of slopes, slabs, footings and foundations shall be submitted for review and approval by the Community Development Department prior to the issuance of a grading permit. In areas containing active, idle or abandoned oil and gas wells or storage tanks, a report indicating the location and status of all facilities and any contaminated soils and methane, together with recommended mitigation measures, shall be submitted to the Fire Department prior to the issuance of a building permit. 'Mitigation from Final Environmental Impact Report 89-1 has been attached (see Section VI) . The methane zone can include areas that do not contain oil wells . A study should be required for all areas within the methane zone. C. Hydrology Report A hydrology report identifying the design of all proposed drainage and flood control facilities required to accommodate projected runoff shall be submitted for review and approval by the Public Works Department prior to the issuance of a grading permit. Holly-Seacliff Specific Plan 1340D November 1991 III-6 d. Cultural Resources Report For development projects in areas identified as archaeological or paleontological sites in Section 4 . 11 of Final Environmental Impact Report No. 89-1, the mitigation measures listed in the Final Environmental Impact Report shall apply. These mitigation measures are included in Section VI of this document. A report containing the results of any test excavations and data/materials recovered and conclusions shall be submitted to the Community Development Department prior to the issuance of a grading permit. e. Noise Report A noise report will be required for development projects abutting an arterial highway or within a helicopter flight corridor to identify recommended design features prior to issuance of a building permit. 11. Maintenance Mechanisms For development projects which include privately-owned streets, parking, recreation, open space, landscaped areas, or community buildings or facilities, the developer shall submit a legal instrument or instruments setting forth a plan or manner of permanent care and maintenance of such areas and facilities . No such instrument shall be acceptable until approved by the City Attorney as to legal form and effect, and by the Director of Community Development as to suitability for the proposed use of said areas and facilities . If the common areas are to be conveyed to a homeowners ' association, the developer shall file a Declaration of Covenants to be submitted with the application for approval, that will govern the association. These covenants shall include: a. The homeowners ' association shall be established prior to the sale of the last dwelling unit. b. Membership shall be mandatory for each buyer and any successive buyer. C. The open space restrictions shall be permanent. d. Provisions to prohibit parking upon other than approved and developed parking spaces shall be written into the covenants, conditions and restrictions for each project . Holly-Seacliff Specific Plan 1340D November 1991 III-7 e. If the development is constructed in increments or phases which require one or more final maps, reciprocal covenants, conditions, or restrictions, reciprocal management and maintenance agreements shall be established which will cause a merging of increments as they are completed, and embody one homeowners ' association with common areas for the total development. 12 . Affordable Housing All developers of residential projects shall be required to submit an affordable housing plan for households earning between 80-120% of the Orange County Median Incom (as defined by H.U.D. ) and in accordance with City' s -adopted Housing Element. The affordable housing plan shall be submitted as part of the development application and shall include the following: a. Fifteen (15) percent of the total number of units proposed shall be made available to households earning between 80-120% of the Orange County Median Income. b. A description of the type and size of unit being built. C. The estimated applicable sales price or rental level of the units . d. A detailed description of code exceptions and/or financial assistance needed to complete the project. For sale residential developments that are targeted to households earning 80% of the Orange County Median Income shall receive from the City/Agency one of the following incentives or benefits: a. Direct financial assistance; b. Reduction in fees or exactions; or C. Deviations from the development standards of the Holly Seacliff Specific Plan. Off-Site Affordable Housing Developers of residential projects may choose to provide the affordable units at an off-site location. Applications for off-site development shall be submitted concurrently with application materials for the primary project. Holly-Seacliff Specific Plan 1340D November 1991 III-8 a. All off-site units shall be constructed prior to or concurrent with the primary project and final approval of the project shall be contingent on completion and final approval of the affordable units . b. Off-site affordable units should not result in an over-concentration of low and moderate housing in any one specific neighborhood. 13 . Parks The final design of neighborhood parks, as well as any requests for private recreation facilities parks credit, shall be reviewed by the Community Services Commission. 14 . Lot Consolidation The City should consider adoption of a redevelopment plan or other strategy to assemble encyclopedia lots and other non-buildable parcels in Planning Areas II and IV. 15. Air Quality Conservation Measures Development within the specific Plan area should consider the following during project design: bicycle facilities, bus turnout lanes, bus shelters, park and ride areas, energy conserving lighting an traffic signal synchronization, where feasible. 16 . Non-Residential Building Materials Non-residential building materials should be compatible with nearby residential structures and should minimize glare. 17. Department of Fish and Game Notification Upon City approval of any grading or development plans within streambed areas under the jurisdiction of the California Department of Fish and Game, the Developer shall be required to notify and obtain appropriate permits from- the Department of Fish and Game. Holly-Seacliff Specific Plan 1340D November 1991 III-9 D. Development Standards 1. Low Density Residential (RL-1) a . Purpose The Low Density Residential District is intended to provide for single-family detached dwellings at the lowest density. b. Permitted Uses 1) Lot sale subdivisions, subject to approval of a tentative parcel map or tentative tract map. 2) Single-family home subdivisions, subject to approval of a conditional use permit and a tentative parcel map or tentative tract map. 3) Single-family detached dwelling units and associated accessory buildings, subject to issuance of a building permit. C. Minimum Parcel Size/Frontage A licensed land surveyor or civil engineer shall submit calculations showing lot width, depth and area for any new parcel. 1) The minimum lot size shall be seven thousand (7, 000) square feet. 2) The minimum lot frontage shall be sixty (60) feet. The minimum required lot frontage for cul-de-sac and knuckle lots shall be forty-five (45) feet; however, if one additional off-street parking space is included, the minimum shall be thirty (30) feet. d. Maximum Density/Intensity The maximum density shall not exceed one (1) dwelling unit per lot. Exception: A second unit may be added to an existing single-family residence upon approval of a Conditional Use Permit in accordance with standards contained in the Huntington Beach Ordinance Code. e. Maximum Building Height The maximum building height shall be thirty-five (35) feet and a maximum of two (2) stories. Holly-Seacliff Specific Plan 1340D November 1991 III-10 f. Maximum Site Coveraae Maximum site coverage shall be fifty (50) percent. The maximum site coverage shall be fifty-five (55) percent for all lots abutting a park, recreation area or public utility right-of-way which is a minimum of 100-feet in clear width. g . Setback (Front Yard) The minimum setback from the front property lines for all structures exceeding forty-two (42) inches in height shall be as follows: Dwellings: Fifteen (15) feet. Front entry garages or carports : Twenty (20) feet. Side entry garages: Ten (10) feet. h. Setback (Side Yard) The minimum setback from the side property lines shall be as follows: 1) Interior Side Yard Dwellings, garages and accessory buildings: Minimum of five (5) feet. Eaves: Eighteen (18) inches. 2) Exterior Side Yard Dwellings and accessory buildings : Minimum of ten (10) feet. Side entry garages or carports: Ten (10) feet. Eaves: Eighteen (18) inches. i . Setback (Rear Yard) The minimum setback from the rear property lines shall be as follows: Dwellings : Twenty (20) feet. Garages or accessory buildings : Minimum of five (5) feet. j . Building Separation The minimum building separation shall be ten (10) feet. k. Open Space Open space shall be provided on the lot by the required minimum setback areas. Holly-Seacliff Specific Plan 1340D November 1991 III-11 1 . Parking Parking shall comply with the Huntington Beach Ordinance Code. M. Miscellaneous Requirements Accessory buildings may be permitted on a lot with a permitted main building. The minimum distance between an accessory building and any other building on the same lot shall be ten (10) feet. Setback requirements are as previously specified. n. Parkway Landscaping One (1) 36-inch box tree per lot. If a parkway is not provided, the required street tree shall be planted within the front setback prior to final inspection. 2. Low Density Residential 2 (RL-2) a. Purpose The Low Density Residential 2 district is intended to provide for single-family detached dwelling units at low densities in Planning Area III. b. Permitted Uses 1) Single-family detached dwelling units (including zero lot. line and patio homes) and their associated accessory buildings, subject to approval of a conditional use permit and a tentative parcel map or tentative tract map. 2) Golf Course maintenance facility, subject to the approval of a conditional use permit. C. Minimum Parcel Size/Frontage A licensed land surveyor or civil engineer shall submit calculations showing lot width, depth and area for any new parcel. 1) The minimum lot size shall be five thousand (5,000) square feet on one-half of the total number of lots and a minimum six thousand (6,000) square foot lots for the balance. 2) The minimum lot frontage shall be fifty (50) feet. The minimum required lot frontage for cul-de-sac and knuckle lots shall be forty-five (45) feet; however if one additional off-street parking space is included, the minimum shall be thirty (30) feet. Holly-Seacliff Specific Plan 1340D November 1991 III-12 d. Maximum Density/Intensity The maximum density shall not exceed one (1) dwelling unit per lot. Second units are not permitted. e. Maximum Building Height The maximum building height shall be Thirty-five (35) feet and a maximum of two (2) stories . f . Maximum Site Coverage Maximum site coverage shall be fifty (50) percent. The maximum site coverage shall be fifty-five (55) percent for all lots abutting a park, recreation area, or public utility right-of-way which is a minimum of 100-feet in clear width. g. Setback (Front Yard) The minimum setback from the front property lines for all structures exceeding forty-two (42) inches in height shall be as follows: Dwellings : Fifteen (15) feet. Front entry garages or carports : Twenty (20) feet. Side entry garages: Ten (10) feet. h. Setback (Side Yard) The minimum setback from the side property lines shall be as follows: 1) Interior Side Yard Dwellings, garages and accessory buildings: Minimum of five (5) feet. Eaves: Eighteen (18) inches. 2) Exterior Side Yard Dwellings and accessory buildings : Minimum of ten (10) feet. Side entry garages or carports: Ten (10) feet. Eaves: Eighteen (18) inches. Holly-Seacliff Specific Plan 1340D November 1991 III-13 3) Exception for Zero Lot Line A zero side yard setback or a zero rear yard setback shall be permitted as long as the following requirements are met: o The lot adjacent to the zero setback side or rear yard shall be held under the same ownership at the time of application and the setback for the adjacent lot shall be either zero or a minimum of ten (10) feet. o No portion of the dwelling or any architectural features shall project over the property line, except rooftop eaves no greater than 24-inches . o The zero setback shall not be adjacent to a public or private right-of-way. o Exposure protection between structures shall be provided as specified by the Fire Department and the Building Division. i . Setback (Rear Yard) The minimum setback from the rear property lines shall be as follows: Dwellings: Twenty (20) feet. Garages or accessory buildings: Five (5) feet. j . Building Separation The minimum building separation shall be ten (10) feet. k. Open Space Open space shall be provided on the lot by the required minimum setback areas. 1 . Parking Parking shall comply with the Huntington Beach Ordinance Code. M. Miscellaneous Requirements Accessory buildings may be permitted on a lot with a permitted main building. The minimum distance between an accessory building and any other building on the same lot shall be six (6) feet. Setback requirements are as previously specified. Holly-Seacliff Specific Plan 1340D November 1991 III-14 Prior to the approval of a tentative tract map adjacent to the Seacliff Golf Course, preliminary landscape plans and development/open space edge treatments plans should be submitted for City approval. These plans should provide for the review of planting compatibility along the relevant edge of the development. n. Parkway Landscaping t One (1) 36-inch box tree per lot. If a parkway is not provided, the required street tree shall be planted within the front setback prior to final inspection. 3. Low Density Residential 3 (RL-3) a. Purpose The Low Density Residential 3 District is intended to provide for single-family detached or attached dwelling units at low densities in Planning Area II . b. Permitted Uses Single-family detached or attached dwelling units (including zero lot line and patio homes) and their associated accessory buildings, subject to approval of a Conditional Use Permit and tentative tract map. C. Minimum Parcel Size/Frontage A licensed land surveyor or civil engineer shall submit calculations showing lot width, depth and area for any new parcel. 1) The minimum lot size shall be three thousand-three hundred (3,300) square feet. 2) The minimum lot frontage shall be thirty (30) feet; however, the minimum required lot frontage for cul-de-sac and knuckle lots shall be twenty (20) feet . d. Maximum Density/Intensity The maximum density shall not exceed one (1) dwelling unit per lot. Second unit are not permitted. e. Maximum Building Height The maximum building height shall be thirty-five (35) feet and a maximum of two (2) stories. f . Maximum Site Coverage Maximum site coverage shall be sixty (60) percent. Holly-Seacliff Specific Plan 1340D November 1991 III-15 g. Setback (Front Yard) The minimum setback from the front property lines for all structures exceeding forty-two (42) inches in height shall be as follows: Dwellings: Fifteen (15) feet. Front entry garages or carports: Eighteen (18) feet. Side entry garages: Ten (10) feet . Eaves, fireplaces and balconies: Six (6) feet. h. Setback (Side Yard) The minimum setback from the side property lines shall be as follows: 1) Interior Side Yard Dwellings, garages and accessory buildings: Minimum of three (3) feet. Eaves : Eighteen (18) inches. 2) Exterior Side Yard Dwellings and accessory buildings : Minimum of six (6) feet. Side entry garage. or carports: Six (6) feet. Eaves: Eighteen (18) inches. 3) Exception for Zero Lot Line A zero side yard setback or a zero rear yard setback shall be permitted as long as the following requirements are met: o The lot adjacent to the zero setback side or rear yard shall be held under the same ownership at the time of application and the setback for the adjacent lot shall be either zero or a minimum of six (6) feet. o No portion of the dwelling or any architectural features shall project over the property line, except rooftop eaves no greater than 24-inches o The zero setback shall not be adjacent to a public or private right-of-way. o Exposure protection between structures shall be provided as specified by the Fire Department and the Community Development Department. Holly-Seacliff Specific Plan 1340D November 1991 III-16 i . Setback (Rear Yard) The minimum setback from the rear property lines shall be as follows : Dwellings: Fifteen (15) feet. Garages or accessory buildings: Five (5) feet. j . Building Separation The minimum building separation shall be six (6) feet. k. Open Space Open space shall be provided on the lot by the required minimum setback areas. 1 . Parking Parking shall comply with the Huntington Beach Ordinance Code. M. Miscellaneous Requirements Accessory buildings may be permitted on a lot with a permitted main building. The minimum distance between an accessory building and any other building on the same lot shall be six (6) feet. Setback requirements are as previously specified. All streets within Planning Unit II-1 shall be privately maintained but permit public access . The site plan shall be designed as an inward-oriented planned community. n. Parkway Landscaping One (1) 36-inch box tree per forty-five (45) feet of street frontage or fraction thereof. If a parkway is not provided, the required street tree shall be planted within the front setback of each lot prior to final inspection. 4. Medium Density Residential (RM) a. Purpose The Medium Density Residential district is intended to provide for single family attached, condominiums, townhomes and multi-family residential developments at medium densities . Holly-Seacliff Specific Plan 1340D November 1991 III-17 b. Permitted Uses Single-family attached condominiums, townhouses, stacked flats and multi-family dwelling units (including apartments) , and customary accessory uses and structures permanently located on a parcel, subject to approval of a conditional use permit and a tentative parcel map or tentative tract map. C. Maximum Density/Intensity The maximum density shall not exceed fifteen (15) units/gross acre. d. Maximum Building Height Maximum building height shall be: Dwellings: Forty (40) feet and a maximum of three (3) stories. Accessory Buildings: Thirty-five (35) feet. Vertical identification elements for non-habitable common area structures may be twenty-five (25) feet higher than the maximum building height. e. Maximum Site Coverage Maximum site coverage shall be fifty (50) percent. The maximum site coverage shall be fifty-five (55) percent for all lots abutting a park, recreation area or public utility right-of-way which is a minimum of 100-feet in clear width. f. Setback (Front Yard) The minimum setback from the front property lines for all structures, except stairways, exceeding forty-two (42) inches in height shall be as follows : Dwellings: fifteen (15) feet. Front entry garages or carports: Twenty (20) foot minimum, or five (5) foot minimum without driveway parking. Side entry garages: Ten (10) feet. Eaves, fireplaces, open space easements and balconies: Five (5) feet. g. Setback (Side Yard) The minimum setback from the side property lines shall be as follows: Holly-Seacliff Specific Plan 1340D November 1991 III-18 1) Interior Side Yard Dwellings, garages and accessory buildings: Fifteen (15) foot minimum building structure separation for one (1) and two (2) story buildings . Twenty (20) foot minimum building structure separation for three (3) story buildings . Eaves: Eighteen (18) inches . 2) Exterior Side Yard Dwellings, garages and accessory buildings : Minimum of ten (10) feet. Side entry garages or carports: Ten (10) feet. Eaves: Eighteen (18) inches . h. Setback (Rear Yard)- The minimum setback from the rear property lines shall be as follows: Dwellings and open, unroofed stairways and balconies : Five (5) feet. Garages/accessory buildings: Five (5) feet. i . Open Space A minimum of 75 square feet per dwelling unit shall be provided in private open space. In addition, the following minimum common open space per dwelling unit shall be provided: 250 square feet (1 bedroom unit) ; 300 square feet (2 bedroom unit) ; 350 square feet (3 bedroom unit) . j . Parking Parking shall comply with the Huntington Beach Ordinance Code. k. Miscellaneous Requirements 1) Building Offset: Structures having dwellings attached side-by-side shall be composed of not more than six (6) dwelling units unless such structures provide an offset on the front of the building a minimum of two (2) feet for every two dwelling units in the structure. Holly-Seacliff Specific Plan 1340D November 1991 III-19 2) Landscaping: All setback areas visible from an adjacent public street and all common open space areas shall be landscaped and permanently maintained in an attractive manner with permanent automatic irrigation facilities provided. Trees shall be provided at a rate of one (1) 36-inch boa tree per sixty (60) feet of street frontage or fraction thereof . 3) A transportation corridor in Planning Area II shall be set aside and maintained in accordance with Development Agreement 90-1 and as illustrated in Exhibit 19 . Habitable floor area shall be set back a minimum of ten (10) feet from the southerly five hundred (500) feet on both sides of the corridor. The corridor shall also be landscaped to the extent legal access is available to the developer. 5. Medium-High Density Residential (RMH) a. Purpose The Medium-High Density Residential district is intended to provide for single family attached, condominiums, townhomes and multi-family residential developments at medium-high densities. . b. Permitted Uses 1) Single-family attached condominiums, townhouses, stacked flats and multi-family dwelling units (including apartments) , and customary accessory uses and structures. 2) Plan Review: Conditional Use Permit. C. Maximum Density/Intensity The maximum density shall not exceed density twenty-five (25) unit/gross acres . d. Maximum Building Height Maximum building height shall be: Dwellings : Forty-five (45) feet and three (3) stories . Accessory buildings: Thirty-five (35) feet. Vertical identification elements for non-habitable common area structures may be twenty-five (25) feet higher than the maximum building height. Holly-Seacliff Specific Plan 1340D November 1991 III-20 f ' Igo HIKING/81KING TRAIL 65' PROPERTY PROPERTY LINE L INE EXHIBIT 77 TYPICAL CROSS SECTION CITY OF HUNTINGTON BEACH T RANSPO RTATION/T RAIL CORRIDOR HOLLY GEACLOFF AREA SPECUFUC PLAN 11111111 1 ,o � e. Maximum Site Coverage Maximum site coverage shall be fifty (50) percent. The maximum site coverage shall be fifty-five (55) percent for all lots abutting a park, recreation area or public utility right-of-way which is a minimum of 100-feet in clear width. f . Setback (Front Yard) The minimum setback from the front property lines for all structures, except stairways, exceeding forty-two (42) inches in height shall be as follows: Dwellings: fifteen (15) feet. Front entry garages or carports: Twenty (20) foot minimum, or five (5) foot minimum without driveway parking. Side entry garages : Ten (10) feet. Eaves, fireplaces, open/unroofed building stairways and balconies: Five (5) feet. Accessory buildings: Ten (10) feet. g. Setback (Side Yard The minimum setback from the side property lines shall be as follows: 1) Interior Side Yard Dwellings, garages and accessory buildings: Fifteen (15) foot minimum building structure separation for one (1) and two (2) story buildings . Twenty (20) foot minimum building structure separation for three (3) story buildings. Eaves : . Eighteen (18) inches. 2) Exterior Side Yard Dwellings and accessory buildings: Ten (10) feet. Side entry garages or carports : Ten (10) feet. Eaves : Eighteen (18) inches . h. Setback (Rear Yard) The minimum setback from the rear property lines shall be as follows : Dwellings, open/unroofed building stairways and balconies : Five (5) feet. Garages/accessory buildings: Three (3) feet. Holly-Seacliff Specific Plan 1340D November 1991 III-21 i . Open Space A minimum of 75 square feet per dwelling unit shall be provided in private open space. In addition, the following minimum common open space per dwelling unit shall be provided: 250 square feet (1 bedroom unit) ; 300 square feet (2 bedroom unit) ; 300 square feet (2 bedroom unit) ; 350 square feet (3/ bedroom unit) . j . Parking Parking shall comply with the Huntington Beach Ordinance Code. k. Miscellaneous Requirements 1) Building Offset: Structures having dwellings attached side-by-side shall be composed of not more than six (6) dwelling units unless such structures provide an offset on the front of the building a minimum of two (2) feet for every two dwelling units in the structure. 2) Landscaping: -All setback areas visible from an adjacent public street and all common open space areas shall be landscaped and permanently maintained in an attractive manner with permanent automatic irrigation facilities provided. Trees shall be provided at a rate of -one (1) 36-inch box tree per forty-five (45) feet of street frontage or fraction thereof. 3) A transportation corridor in Planning Area II shall be set aside and maintained in accordance with Development Agreement 90-1 and as illustrated in Exhibit 19 . Habitable floor area shall be set back a minimum of ten (10) feet from the southerly five hundred (500) feet on both sides of the corridor. The corridor shall also be landscaped to the extent legal access is available to the developer. 6. Mixed Development (MD) a. Purpose The purpose of these standards is to regulate the design and development of the Mixed Development district. A variety of local commercial uses, facilities supporting the surrounding community, and the opportunity for multifamily residential uses combine to make this a unique mixed-use development area. Local commercial uses may include retail sales, local services, and professional and administrative office uses. Such uses shall be sensitively assigned in relation to each other and the surrounding area. Holly-Seacliff Specific Plan 1340D November 1991 III-22 The development of this centrally located Planning Area may combine multifamily residential and commercial uses in either of two ways : 1) vertically -- where the ground level is reserved for commercial uses and the upper floor (or floors) contains multifamily dwellings; and/or 2) horizontally -- where multifamily residential uses are developed in conjunction with commercial use as an ' integrated development, either in attached or in separate building complexes . A comprehensive site plan for the entire district will be required prior to any major new development to ensure compatibility between surrounding uses, proposed uses and activities in this area. b. Permitted Uses The following principal uses and structures shall be permitted, subject to approval of a Conditional Use Permit: 1) Residential Use -- All residential uses including single-family and multi-family housing, apartments, condominiums and stock cooperatives. 2) Office Use -- Professional, general business and medical offices . 3) Commercial Use -- Commercial uses such as retail shops, restaurants, hotels, automobile service stations and theaters. C. Accessory Uses and Structures Accessory uses and structures are permitted when customarily associated with and subordinate to a principal permitted use on the same building site. Accessory uses and structures shall include: 1) Garages, parking structures, and carports. 2) Accessory structures such as gazebos, cabanas, and storage buildings. 3) Swimming pools, therapy baths, water fountains, and related equipment. 4) Covered patios and decks. 5) Fences and walls . Holly-Seacliff Specific Plan 1340D November 1991 III-23 6) Tennis courts, parks, trails, walkways, greenbelts, and common landscape areas . 7) Signs . 8) Campanili (vertical identification elements) subject to Planning Commission approval. 9) Accessory uses and structures which the Director of Community Development finds to be consistent with the purpose and intent of this land use category. d. Prohibited Uses 1) Wholesale sale of building material with any exterior storage yards. 2) Major automobile repair, tire retreading, fender and body repair, paint shops and auto sales. 3) Automobile wrecking, junk and salvage yards . 4) Bottling plants . 5) Rental and sales agencies for agricultural, industrial, and construction equipment. 6) Warehouses, contractor storage and equipment yard, work and/or fabricating areas. 7) Welding shops. 8) Sanitariums, mental and health. 9) Lodge and union halls . 10) Industrial and manufacturing facilities. 11) Wholesale business operations . 12) Ice production. 13) Wholesale bakeries. 14) Game arcades or parlors where five (5) or more machines are located, except in conjunction with a movie theater, motel, hotel or restaurant of more than ten (10) seats. 15) Hospitals; other than walk-in clinics or emergency centers . Holly-Seacliff Specific Plan 1340D November 1991 III-24 16) Mortuaries . 17) Mini-storage facilities. e. Site Development Standards The following standards shall apply to all development within this land use category: 1) Building site area: No minimum. The maximum is the net usable site area. 2) Building site width and depth: No minimum. 3) Building height limit: Fifty-five (55) feet maximum for commercial or residential uses in separate structures. Sixty-five (65) feet maximum for commercial/residential mixed uses in the same building. Campanili may exceed the maximum building height subject to approval of Use Permit by the Planning Commission. 4) Building Setbacks: a. Front setbacks: 1) Ten (10) feet minimum from the ultimate street right-of- way line if building is under twenty-five (25) feet in height. 2) Fifteen (15) feet minimum from the ultimate street right- of-way line if building is between twenty-five (25) and thirty-five (35) feet in height. 3) Twenty (20) feet minimum from the ultimate street right- of-way line if building is over thirty-five (35) feet in height . 4) Twenty (20) percent of the building facade shall step back an average of ten (10) feet from the minimum setback line along arterials. b. Side Setbacks : 1) No minimum required if building is under twenty-five (25) feet in height. 2) Five (5) foot minimum from the side property line if building is between twenty-five (25) and thirty-five (35) feet in height. Holly-Seacliff Specific Plan 1340D November 1991 III-25 3) Ten (10) foot minimum from the side property line if building is over thirty-five (35) feet in height. C. Rear Setbacks : The minimum rear yard setback shall be three (3) feet. Structures may be cantilevered to the rear property line. There will be a ten (10) foot minimum setback where the property abuts a residential use. d. Projections into required setbacks : Eaves, cornices, chimneys, outside staircases, balconies and similar architectural features may project six (6) feet, the projection shall not exceed sixty (60) percent of the required setback area. 5) Parking: Parking shall comply with the Huntington Beach Ordinance Code. 6) Lighting: All lighting, exterior and interior, shall be designated and located to confine direct rays to the site. 7) Commercial Loading and Unloading: All commercial loading and unloading shall be performed on the site; loading platforms and areas shall be screened from view from adjacent streets, highways, adjacent Residential Planning Areas, and on-site residential uses. Truck loading, dock facilities, and the doors for such facilities shall not face a residential area or be located within twenty (20) feet of property zoned or general-planned for residential use. Adequate on-site truck maneuvering space shall be provided to minimize conflicts on adjacent streets. 8) Trash and Storage Areas: All storage, including cartons, containers or trash, shall be located within a building or an area enclosed by a wall of not less than six (6) feet in height. an overhead enclosure shall be required if visible from a residential area. 9) Screening: a. Streets and intersections : Screening along shall have a height of not less than thirty (30) inches nor more than forty-two (42) inches within twenty (20) feet of the point of intersection of: 1. A vehicular accessway or driveway and a street. Holly-Seacliff Specific Plan 1340D November 1991 III=26 2. A vehicular accessway or driveway and a sidewalk. 3 . Two or more vehicular accessways, driveways or streets. b. Parking areas abutting highways: A screen shall . be installed along all parking areas abutting highways . Except as otherwise provided below, the screening shall have a total height of not less than thirty (30) inches and not more than forty-two (42) inches . C. Notwithstanding the requirements listed above, where the finished elevation of the property at the boundary line, or within five (5) feet inside the boundary line, is higher or lower than an abutting property elevation, such change in elevation may be used in lieu of, or in combination with additional screening to satisfy the screening requirements of this section. d. A screen shall consist of one or any combination of the following: 1. Wall, including retaining walls: A wall shall consist of concrete, stone, brick, tile or similar type of solid masonry material a minimum of six (6) inches thick. 2. Berms: A berm shall be constructed of earthen materials and shall be landscaped. 3 . Solid Fences : A solid fence shall be constructed of wood or other materials a minimum nominal thickness of two (2) inches and it shall form a solid screen. A screen fence (non-solid) may be allowed, subject to Site Plan approval. 4 . Landscape: Vegetation, consisting of evergreen or deciduous trees or shrubs . e. Mechanical equipment such as, but not limited to, air conditioning, heating, ventilating ducts and exhausts placed on any roof shall be screened from view from any abutting street or highway. 10) Landscaping: Shall consist of a combination of evergreen or deciduous trees, shrubs, groundcover, or hardscape shall be installed and maintained subject to the following standards: Holly-Seacliff Specific Plan 1340D November 1991 III-27 a. Boundary landscaping abutting arterial highways is required to an average depth of fifteen (15) feet with a minimum depth of five (5) feet. b. Boundary landscaping abutting public streets, other than arterial highways, is required to an average depth of ten (10) feet with a minimum depth of five (5) feet. C. An additional amount of landscaping area, equal to at least five (5) percent of the net usable area of the project is required. d. Any landscaped area shall be separated from an adjacent vehicular area by a wall or curb at least four (4) inches higher than the adjacent vehicular area or shall in some manner be protected from vehicular damage. e. Permanent irrigation for establishment of planting shall be provided for all landscaped areas. f. All landscaping shall be maintained in a neat, clean and healthy condition. This shall include pruning, mowing, weeding, removing litter, fertilizing, replacing plants when necessary, and watering all planting. g. Where the side or rear yard of a Mixed development property abuts property zoned or general-planned for residential uses or community facilities, a landscaped buffer along the property lien shall be provided a minimum of five (5) feet in width. This buffer shall contain a minimum of one (1) 15-gallon tree per forty (40) linear feet. A landscaping plan shall be subject to review and approval. h. Trees shall be provided at a minimum rate of one (1) 36-inch box tree per forty-five (45) feet of street frontage or fraction thereof. 11) Mixed development shall comply with the following requirements : a. Any 'application for a Conditional Use Permit shall be accompanied by a conceptual site plan for development of the entire Mixed Development area. This requirement does not apply to a minor expansion of existing retail commercial uses not exceeding ten (10) percent of the total floor area. Holly-Seacliff Specific Plan 1340D November 1991 III-28 b. A Planned Sign Program shall be submitted for approval by the Director of Community Development . C. The project ' s design must be consistent with quality development; offering a well-planned traffic circulation system and aesthetically pleasing landscape features . d. .A comprehensive, permanent set of covenants, conditions and restrictions covering limitation of the mixed development entitlement, including a list of permitted uses and any conditions of approval for the project, and all development, performance and management standards shall be submitted prior to issuance of any building permits. A recorded copy shall be submitted to the Community Development Department prior to occupancy of any building. Approval for content shall be the responsibility of the Community Development department and approval as to form by the City Attorney. Any modifications to the approved covenants, conditions and restrictions must be submitted to the City of approval . e. A person or agency shall be designated as a permanent liaison to the City under the covenants, conditions and restrictions of the Mixed development project for the purpose of processing occupancy requests, resolving land use enforcement problems, and any other matters in which the City and property owner are involved. 7. Commercial (C) a. Purpose The Commercial district is intended to provide retail, commercial and service uses in a neighborhood setting. Permitted uses, development standards, parking, landscaping and procedures will be regulated through the General Commercial District of the Huntington Beach Ordinance Code. b. Additional Permitted Uses Existing, oil and gas production facilities and consolidation of existing facilities, and drilling of new wells are permitted within commercial areas in accordance with the Huntington Beach Ordinance Code, subject to approval of a Conditional Use Permit. Holly-Seacliff Specific Plan 1340D November 1991 III-29 C. Landscaping All setback areas visible from an adjacent public street and all common open space areas shall be landscaped and permanently maintained in an attractive manner with permanent automatic irrigation facilities provided. Trees shall be provided at a rate of one (1) 36-inch box tree per forty-five (45) feet of street frontage or fraction thereof. 8. Industrial (I) a . Purpose The Industrial district is intended to allow general industrial uses. Such uses shall be sensitively designed in relation to each other and the surrounding area. Permitted uses, development standards, parking, landscaping and procedures will be regulated through the General Industrial District of the Huntington Beach Ordinance Code. b. Additional Permitted Uses Existing oil and gas production facilities, consolidation of existing facilities and drilling of new wells are permitted within industrial areas in accordance with the Huntington Beach Ordinance Code, subject to approval of a Conditional Use Permit. c) Landscaping All setback areas visible from an adjacent public street and all common open space areas shall be landscaped and permanently maintained in an attractive manner with permanent automatic irrigation facilities provided. Trees shall be provided at a rate of one (1) 36-inch box tree per forty-five (45) feet of street frontage or fraction thereof. 9. Open Space (OS) a. Purpose The Open Space district is designated as areas to be provided as permanent public recreational open space. b. Permitted Uses Permitted uses and other regulations for this district are in accordance with the Recreational Open Space (ROS) provisions in of the Huntington Beach Ordinance Code. Holly-Seacliff Specific Plan 1340D November 1991 III-30 z 0 a F Q IV. ADMINISTRATION A. Development Phasing Plan The Holly-Seacliff study area is anticipated to be built out over a period of approximately 10 years, with a target completion date of 2001. Actual construction starts and occupancy will be dictated by market forces, the removal of oil operations and interim uses, and the requirements of individual property owners and developers. The Development Phasing Plan shown on Table 2 is a program of the relative timing of development within each of the individual planning areas. The Phasing Plan also provides a guideline for the construction of adequate community infrastructure within the Holly-Seacliff Specific Plan area. B. Public Facilities Improvement Responsibilities In order to provide for public facilities improvements necessary to serve all future development within the Holly-Seacliff area, developers will have a fair-share responsibility for either (1) constructing the necessary improvements required as described in the Specific Plan concurrent with project development, or (2) funding such necessary improvements if constructed by other developers . The City will determine and administer the fair-share responsibility for the master public facilities improvements, including sewer, water, drainage, roads, traffic. controls, fire and police capital facilities as described in the Specific Plan. If a developer provides the necessary facilities beyond his fair-share responsibility, that developer shall be reimbursed from funds collected from other developers . If a developer is required to pay fees, those fees will be based on the City's fair-share responsibility determination. This determination will be based on a development ' s proportional use of the master public facilities improvements necessary to serve the development utilizing assessment on a dwelling unit, acreage, building square footage or front footage basis . All development projects to be served by the master public facilities improvements shall be conditioned to construct facilities or pay fees per a Holly-Seacliff Public Facilities Fee Ordinance. Such construction or payment of fees shall be based on a fair-share responsibility program as administered by the City Public Works Department. Holly-Seacliff Specific Plan 1341D November 1991 IV-1 Table 2 Development Phasing Plan CANNING ACRES USE TOTAL EXISTING PHASE I PHASE II PHASE III DWELLING DWELLING AREA UNITS UNITS 1990-1993 1994-1997 1998-2001 I 48 RESIDENTIAL 160 20 90 50 16 OPEN SPACE II 159 RESIDENTIAL 1535 300 985 250 32 INDUSTRIAL III 179 RESIDENTIAL 1450 150 750 550 7 CON04ERCIAL 16 OPEN SPACE IV 33 RESIDENTIAL 785 65 100 300 320 53 MDCED USE 22 INDUSTRIAL i 4 COMMERCIAL TOTAL 569 3930 65 570 2125 1170 * INDICATES TIMING OF NON-RESIDENTIAL USES. Holly-Seacliff Specific Plan 450/02.000 December 1991 IV-2 Development Agreement No. 90-1 describes certain public facilities improvements to be constructed by Pacific Coast Homes and Garfield Partners . C. Methods and Procedures The methods and procedures for implementation and administration of the Development Standards, as well as the policies, guidelines and other conditions of this Holly-Seacliff Specific Plan, are prescribed as follows : 1. Implementation The Specific Plan shall be implemented through the processing of site plans in conjunction with Conditional Use Permits, Tentative Tract Maps and Tentative Parcel Maps. The site plans may be prepared concurrently in sufficient detail to determine conformance with the Specific Plan. 2. Tentative Tract Maps For projects requiring a tentative tract or parcel map(s) , the provisions and procedures contained in the Huntington Beach Ordinance Code shall apply. 3. Vesting Tentative Maps For residential projects entailing a vesting tentative tract map, the provisions and procedures in the Huntington Beach Ordinance Code shall apply. 4 . Conditional Use Permits For projects, uses and operations requiring a Conditional Use Permit pursuant to the provisions of this Specific Plan, the procedures specified in the Huntington Beach Ordinance Code shall apply. 5 . Special Permits/Variances For projects or operations requiring a variance or modification to the Development Standards contained herein, deviations up to ten percent (10%) may be approved via a special permit. ' Deviations greater than ten percent (10%) may be approved via a conditional exception. Holly-Seacliff Specific Plan 1341D November 1991 IV-3 6 . Specific Plan Amendments A Specific Plan amendment shall be required for the following: a) Changes to planning unit boundaries which exceed fifteen percent (15%) of the approved acreage on Table 1. b) Changes to the Development Standards in the Specific Plan. c) Substantial variations from infrastructure plans, as determined by the Director of Public Works. Specific Plan Amendments shall be processed in accordance with either the zone change or code amendment procedures, as appropriate, contained in the Huntington Beach Ordinance Code. 7. Coastal Development Permits The south western portion of the Holly-Seacliff Specific Plan Area falls within the coastal zone. All development projects proposed in this area require a Coastal Development Permit. D. Density Transfer Procedure The Land Use Element of the Holly-Seacliff General Plan Amendment allows dwelling units to be transferred from a Planning Unit or Units within the same Planning Area, so long as the maximum number of dwelling units allowed by the General Plan for each Planning Unit is not exceeded., and so long as the total number of dwelling units allocated for that Planning Area is not exceeded. As indicated on Table 1 of the Specific Plan, the "average gross density" of each Planning Unit is less than the General Plan maximum density. Since the General Plan and the Development Standards permit development up to the General Plan maximum density, the following procedures are necessary to allow and monitor density transfers within the Holly-Seacliff Specific Plan Area. 1. Transfers Within A Planning Unit Dwelling units may be transferred within a Planning Unit as long as the total number of units for the Planning Unit as shown on Table 1 remains the same. If a property owner submits an entitlement application for development of a Holly-Seacliff Specific Plan 1341D November 1991 IV-4 portion of a Planning Unit for a density which is greater or less than the average gross density for the Planning Unit, then a transfer of density within a Planning Unit is involved, as long as the assigned total of units (as shown on Table 1) remains the same. The subject application must include: 1) a plan showing both the approved and proposed allocations of dwelling units within the Planning Unit, and 2) the written concurrence of all property owners affected by the proposed transfer. Density may not be transferred from a completed project unless the transfer was approved at the time said project was approved. 2. Transfers Between Planning Units Dwelling units may be transferred between Planning Units within the same Planning Area. If a property owner submits an entitlement application for a Planning Unit for a density which is greater or less than the average gross density for the Planning Unit, then a transfer of density between Planning Units will be necessary. The subject application must include: 1) a plan showing both the existing and proposed allocation of dwelling units within all Planning Units affected by the transfer, and 2) the written concurrence of all property owners affected by the proposed transfer. Density may not be transferred from a completed project unless the transfer was approved at the time said project was approved. 3 . Entitlement applications involving a density transfer will require the following: a. An Infrastructure Analysis documenting that the transfer does not exceed proposed infrastructure capacity. If capacity will be exceeded based on the required analysis, recommendations for additional infrastructure improvements must also be submitted. Required infrastructure Holly-Seacliff Specific Plan 1341D November 1991 IV-5 modifications shall be the responsibility of the party requesting the transfer, and shall be placed as conditions of approval on the appropriate development entitlement. b. An Environmental Analysis in the form of the City's Initial Study documentation that the proposed density transfer of planning units will not affect the conclusions of the environmental analysis contained in the Certified EIR 89-1 for GPA 89-1. C. A policy analysis documenting that the density transfers within a planning unit or between planning unit are consistent with the goals, policies, and programs of the City of Huntington Beach General Plan and this Specific Plan. E. Acreage/Boundary Changes Acreage figures shown on the Land Use Table (Table 1) are indicated to the nearest acre based upon planimeter readings. Modifications, not to exceed fifteen percent (15%) of the acreage and boundaries shown, may result from more detailed planning and technical refinements in the tentative tract map or site plan processes, and shall not require an amendment to this Specific Plan. Holly-Seacliff Specific Plan 1341D November 1991 IV-6 z 0 x U W A Q L7 W 9 HOLLY-SEACLIFF SPECIFIC PLAN BOUNDARY BEING PORTIONS OF SECTIONS 34 AND 35, TOWNSHIP 5 SOUTH, RANGE 11 WEST,SAN BERNARDINO BASE AND MERIDIAN, PARTLY IN THE RANCHO LAS BOLSAS AND PARTLY IN THE RANCHO LA BOLSA CHICA, AS SHOWN ON A MAP RECORDED IN BOOK 51, PAGE 13 OF MISCELLANEOUS MAPS AND PORTIONS OF SECTIONS 2, 3 AND 4, TOWNSHIP 6 SOUTH, RANGE 11 WEST, SAN BERNARDINO BASE AND MERIDIAN IN THE RANCHO LAS BOLSAS, AS SHOWN ON A MAP RECORDED IN BOOK 51, PAGE 14 OF MISCELLANEOUS MAPS, RECORDS OF ORANGE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: BEGINNING AT THE CENTERLINE INTERSECTION OF MAIN STREET AND YORKTOWN AVENUE(SHOWN AS MANSION AVENUE ON A MAP FILED IN BOOK 95, PAGE 20 OF RECORD OF SURVEYS, RECORDS OF SAID ORANGE COUNTY); THENCE NORTH 89041'42" WEST 1350.19 FEET ALONG THE CENTERLINE OF SAID YORKTOWN AVENUE TO THE CENTERLINE OF GOLDENWEST STREET AS SHOWN ON SAID LAST MENTIONED MAP;THENCE NORTH 41°37'25"EAST 11.92 FEET ALONG THE CENTERLINE OF SAID GOLDENWEST STREET TO AN ANGLE POINT THEREIN; THENCE CONTINUING ALONG THE .CENTERLINE OF GOLDENWEST STREET, NORTH 00°16'53" EAST 1403.96 FEET TO ITS POINT OF INTERSECTION WITH THE NORTHERLY LINE OF TRACT NO. 7656, AS SHOWN ON THE MAP RECORDED IN BOOK 295, PAGES 28 THROUGH 31 OF MISCELLANEOUS MAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, SAID POINT BEING THE BEGINNING OF A NON-TANGENT CURVE CONCAVE SOUTHERLY, HAVING A RADIUS OF 800.00 FEET, A RADIAL LINE TO SAID CURVE BEARS NORTH 09038'08" WEST; THENCE WESTERLY 181.28 FEET ALONG SAID CURVE AND SAID NORTHERLY LINE OF TRACT NO. 7656 THROUGH A CENTRAL ANGLE OF 12059'00"1 TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHERLY, HAVING A RADIUS OF 800.00 FEET, A RADIAL LINE TO SAID CURVE BEARS SOUTH 22037'08" EAST; THENCE CONTINUING WESTERLY 880.58 FEET ALONG SAID CURVE AND SAID NORTHERLY LINE OF TRACT NO. 7656 AND ALONG THE NORTHERLY LINE OF TRACT NO. 7421, AS SHOWN ON THE MAP RECORDED IN BOOK 302, PAGES 20 THROUGH 23 OF MISCELLANEOUS MAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 800.00 FEET, A RADIAL LINE TO SAID CURVE BEARS NORTH 40°26'54" EAST; THENCE NORTHWESTERLY 249.63 FEET ALONG SAID CURVE AND SAID NORTHERLY LINE OF TRACT NO. 7421 THROUGH A CENTRAL ANGLE OF 17052'42"THENCE VWDEN & LEGAL DESCRIPTION SOCIATES HOLLY-SEACLIFF SPECIFIC PLAN BOUNDARY CIVIL ENGINEERS—PLANNERS—LAND SURVEYORS WO.NO. 0844-273-3 pRt• 1/30/91 18012 COWAN,SUITE 210 • IRVINE.CA 92714 714/660-0110 FAX:6644411 En r. PER Chk. Shoot-L of �_ NORTH 00022'36"EAST 24.68 FEET;THENCE NORTH 44°22'22"WEST 78.12 FEET; THENCE SOUTH 48052'36" WEST 27.00 FEET; THENCE SOUTH 79°5236" WEST 248.95 FEET; THENCE SOUTH 00°22'36" WEST 5.90 FEET; THENCE NORTH 89037'24" WEST 72.36 FEET; THENCE SOUTH 80°35'37" WEST 262.07 FEET; THENCE SOUTH 56052'22" WEST 157.58 FEET; THENCE SOUTH 36°35'30" WEST 109.38 FEET; THENCE SOUTH 43°48'10" WEST 151.41 FEET; THENCE SOUTH 02006'09" WEST 384.31 FEET; THENCE SOUTH 22°47'17" WEST 236.88 FEET; THENCE SOUTH 11043'51" EAST 123.87 FEET; THENCE SOUTH 35°08'20" EAST 258.90 FEET; THENCE SOUTH 27°31'58 EAST 336.22 FEET; THENCE SOUTH 37012145" EAST 170.83 FEET; THENCE NORTH 57019'50" EAST 67.67 FEET; THENCE NORTH 34°15'43" WEST 68.56 FEET; THENCE NORTH 47°12'59" EAST 106.40 FEET; THENCE SOUTH 52033136" EAST 202.68 FEET; THENCE SOUTH 56°02'22" EAST 89.12 FEET; THENCE SOUTH 85°36'09" EAST 148.27 FEET; THENCE SOUTH 42°33'44" EAST 151.24 FEET; THENCE SOUTH 26°13'49" WEST 112.82 FEET; THENCE SOUTH 47°37'07" WEST 178.23 FEET; THENCE SOUTH 56031'48" WEST 90.34 FEET; THENCE SOUTH 52°26'55" WEST 109.64 FEET; THENCE SOUTH 53°34'35" WEST 199.31 FEET; THENCE SOUTH 53021'07" WEST 144.84 FEET; THENCE SOUTH 53°34'54" WEST 79.68 FEET; THENCE NORTH 78049'50" WEST 129.11 FEET; THENCE NORTH 82°26'29" WEST 132.50 FEET; THENCE NORTH 87053'06" WEST 142.58 FEET; THENCE NORTH 88°34'45" WEST 482.97 FEET; THENCE SOUTH 79°09'09" WEST 427.24 FEET; THENCE SOUTH 78011'24" WEST 320.84 FEET; THENCE NORTH 09°07'55" EAST 186.17 FEET; THENCE NORTH 11°03'24" EAST 248.08 FEET; THENCE NORTH 19-01'22" EAST 142.80 FEET; THENCE NORTH 36°57'38" EAST 41.06 FEET; THENCE NORTH 35024'38" EAST 689.02 FEET; THENCE NORTH 05002'22" WEST 61.09 FEET; THENCE NORTH 85°46'51" WEST 28.56 FEET; THENCE SOUTH 53°58'25" WEST 49.15 FEET; THENCE NORTH 78°51'01" WEST 62.70 FEET; THENCE NORTH 59032'35" WEST 112.08 FEET; THENCE NORTH 70°2827" WEST 109.58 FEET; THENCE NORTH 27044'02" EAST 108.69 FEET; THENCE NORTH 17°29'33" EAST 232.75 FEET; THENCE NORTH 09°47'41" EAST 224.74 FEET; THENCE NORTH 06041'28" EAST 218.10 FEET; THENCE NORTH 12°50'02" EAST 125.61 FEET; THENCE NORTH I 1°12'50" WEST 67.15 FEET; THENCE NORTH 76"16'19" WEST 54.17 FEET; THENCE SOUTH 68°56'58" WEST 44.19 FEET; THENCE SOUTH 13'42'05" WEST 241.82 FEET; THENCE SOUTH 32°53'58" WEST 74.39 FEET; THENCE NORTH 83032'50" WEST 85.42 FEET; THENCE NORTH 84°43'58" WEST 68.77 FEET; THENCE NORTH 53°16'51" WEST 49.91 FEET; THENCE NORTH 06°04'10" EAST 55.63 FEET; THENCE NORTH 03°04'00" WEST 150.41 FEET; THENCE NORTH 45052'33" EAST 85.70 FEET; THENCE NORTH 15°45'53" EAST 122.97 FEET; THENCE NORTH 44°48'17" WEST 98.42 FEET; THENCE NORTH 35004'20" WEST 62.07 FEET; THENCE NORTH 49°18'15" WEST 427.57 FEET; THENCE NORTH 70042'04" WEST 751.89 FEET; TO A POINT ON THE NORTHEASTERLY PROJECTION OF THAT CERTAIN COURSE DESCRIBED AS "NORTH 41042'13" EAST 164.55 FEET" FOR A PORTION OF THE VWDEN & LEGAL DESCRIPTION SOCIATES HOLLY-SEACLIFF SPECIFIC PLAN BOUNDARY CIVIL ENGINEERS-PLANNERS-LAND SURVEYORS 0844-273-3 1/30/91 10012 COWAN.SUITE 210 • IRVINE,CA 92714 WO.No. Dot• 714/660-0110 FAX:660.0412 E" PER Chk. Shoot O SOUTHEASTERLY LINE OF SEAPOINT STREET (FORMERLY SEAVIEW AVENUE), 100.00 FEET IN WIDTH, AS SHOWN ON THE MAP FILED IN BOOK 166, PAGES 10 AND 11 OF PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY; THENCE SOUTH 41°42'13" WEST 243.13 FEET ALONG SAID NORTHEASTERLY PROJECTION TO THE MOST NORTHERLY CORNER OF PARCEL 1 AS SHOWN ON SAID LAST MENTIONED MAP; THENCE ALONG THE NORTHERLY LINE OF SAID MAP THE FOLLOWING COURSES: NORTH 48°17'47" WEST 100.00 FEET, SOUTH 41°42'13" WEST 164.55 FEET TO THE BEGINNING OF A TANGENT CURVE,CONCAVE NORTHWESTERLY HAVING A RADIUS OF 750.00 FEET AND SOUTHWESTERLY 259.51 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 19049'31" TO THE MOST NORTHEASTERLY LINE OF THE LAND DESCRIBED IN THAT CERTAIN PARTIAL RECONVEYANCE RECORDED AS INSTRUMENT NO. 82-222367 OF OFFICIAL RECORDS OF SAID COUNTY; THENCE LEAVING SAID NORTHERLY LINE OF SAID LAST MENTIONED MAP NORTH 42011'18" WEST 360.45 FEET ALONG SAID NORTHEASTERLY LINE OF THE ABOVE DESCRIBED PARTIAL RECONVEYANCE TO A POINT ON THE NORTHERLY LINE OF THE HUNTINGTON BEACH CITY LIMIT BOUNDARY, AS SHOWN ON THE MAP FILED IN BOOK 92, PAGES 19 THROUGH 28 OF RECORD OF SURVEYS IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY; THENCE ALONG SAID BOUNDARY LINE THE FOLLOWING COURSES: SOUTH 89037'14" EAST 91.97 FEET, NORTH 00°15'23" EAST 328.98 FEET, SOUTH 89043'03" EAST 660.16 FEET, NORTH 00°19'15" EAST 328.84 FEET, NORTH 89041'36" WEST 231.59 FEET, NORTH 26°49'24" EAST 1107.66 FEET AND SOUTH 89041'05" EAST 726.01 FEET; THENCE NORTH 00°17'53" EAST 1321.75 FEET ALONG SAID HUNTINGTON BEACH CITY LIMIT BOUNDARY TO THE NORTHWEST CORNER OF PARCEL 1 AS SHOWN ON THE MAP FILED IN BOOK 42, PAGE 25 OF PARCEL MAPS, RECORDS OF ORANGE COUNTY; THENCE NORTH 89032'59" EAST 988.61 FEET ALONG THE NORTHERLY LINE OF SAID PARCEL 1 AND ITS EASTERLY PROJECTION TO A POINT ON THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 34, SAID LINE BEING THE CENTERLINE OF EDWARDS STREET; THENCE SOUTH 00°16'06" WEST 2310.30 FEET ALONG SAID CENTERLINE OF EDWARDS STREET TO THE CENTERLINE POINT OF INTERSECTION OF SAID EDWARDS STREET AND GARFIELD AVENUE AS SHOWN ON SAID AFOREMENTIONED MAP FILED IN BOOK 92, PAGES 19 THROUGH 28 OF RECORD OF SURVEYS OF SAID COUNTY SAID POINT ALSO BEING THE SOUTH QUARTER CORNER OF SAID SECTION 34; THENCE SOUTH 89042'05 EAST 2639.70 FEET ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 34 AND SAID CENTERLINE OF GARFIELD AVENUE TO THE CENTERLINE POINT OF INTERSECTION OF SAID GARFIELD AVENUE AND GOLDENWEST STREET, (SHOWN AS WESTMINSTER AVENUE ON THE MAP OF GARFIELD STREET ADDITION TO HUNTINGTON BEACH, FILED IN BOOK 7, PAGES 27 AND 28 OF MISCELLANEOUS MAPS OF SAID COUNTY), SAID POINT ALSO BEING THE SOUTHEAST CORNER OF SAID SECTION 34; THENCE NORTH VWDEN & LEGAL DESCRIPTION SOCIATES HOLLY-SEACLIFF SPECIFIC PLAN BOUNDARY CIVIL ENGINEERS—PLANNERS—LAND SURVEYORS 0844-273-3 1/30/91 18012 COWAN,SUITE 210• IRVINE.CA 92714 W0.No. Date 714/660-0110 FAX:660-0413 En or. PER Chk. Sheet-2- of r _ 00'16'18" EAST 2639.61 FEET ALONG THE EAST LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 34 AND THE CENTERLINE OF SAID GOLDENWEST STREET TO THE EAST QUARTER CORNER OF SAID SECTION 34, SAID CORNER BEING THE CENTERLINE POINT OF INTERSECTION OF GOLDENWEST STREET AND ELLIS AVENUE; THENCE SOUTH 89'43'37"EAST 1982.30 FEET ALONG THE CENTERLINE OF SAID ELLIS AVENUE, SAID CENTERLINE ALSO BEING THE NORTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 35 TO THE CENTERLINE INTERSECTION OF GOTHARD STREET; THENCE CONTINUING SOUTH 89043'37" EAST 33.82, MORE OR LESS, ALONG SAID NORTH LINE OF THE SOUTHWEST QUARTER TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHERLY, HAVING A RADIUS OF 1000.00 FEET; THENCE SOUTHEASTERLY 339.26 FEET, MORE OR LESS,ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 19026'18" TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 1000.00 FEET, A RADIAL LINE TO SAID CURVE BEARS SOUTH 19'42'41" WEST; THENCE EASTERLY 320.08 FEET, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 18'20'21"TO AN INTERSECTION WITH A LINE PARALLEL WITH AND EASTERLY 20.00 FEET FROM THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 35; THENCE SOUTH 00018'39" WEST 455.28 FEET, MORE OR LESS, ALONG SAID PARALLEL LINE TO A POINT ON THE WESTERLY PROJECTION OF THE SOUTH LINE OF PARCEL 1 OF THE MAP FILED IN BOOK 132, PAGES 35 AND 36 OF PARCEL MAPS, RECORDS OF SAID ORANGE COUNTY; THENCE SOUTH 89'44'06" EAST 639.65 FEET ALONG SAID WESTERLY PROJECTION AND SAID SOUTH LINE OF PARCEL 1 TO THE CENTERLINE OF HUNTINGTON STREET AS SHOWN ON PARCEL MAP NO. 81-575, FILED IN BOOK 172, PAGES 3 AND 4 OF PARCEL MAPS, RECORDS OF SAID ORANGE COUNTY; THENCE SOUTH 00018'34" WEST 1326.13 FEET, MORE OR LESS, ALONG THE CENTERLINE OF SAID HUNTINGTON STREET TO THE CENTERLINE INTERSECTION OF MAIN STREET AND SAID HUNTINGTON STREET; THENCE CONTINUING ALONG THE CENTERLINE OF SAID HUNTINGTON STREET SOUTH 00'17'42" WEST 744.99 FEET TO THE CENTERLINE INTERSECTION OF GARFIELD AVENUE AND SAID HUNTINGTON STREET, AS SHOWN ON SAID PARCEL MAP NO. 81-575, FILED IN BOOK 172, PAGES 3 AND 4 OF PARCEL MAPS RECORDS OF SAID HUNTINGTON BEACH, THENCE ALONG SAID CENTERLINE OF GARFIELD AVENUE NORTH 89042'04" WEST 659.89 FEET TO THE SOUTH QUARTER CORNER OF SAID SECTION 35; THENCE CONTINUING ALONG SAID CENTERLINE OF GARFIELD AVENUE, NORTH 89'4321" WEST 82.85 FEET TO THE CENTERLINE INTERSECTION OF MAIN STREET AND SAID GARFIELD AVENUE AS SHOWN ON THE MAP OF TRACT NO. 10511 RECORDED IN BOOK 455, PAGES 13 THROUGH 17 INCLUSIVE OF MISCELLANEOUS MAPS, RECORDS OF SAID ORANGE COUNTY;THENCE SOUTH 45'17'24"WEST 774.32 FEET, MORE OR LESS, ALONG THE CENTERLINE OF SAID MAIN STREET TO A POINT ON THE NORTHERLY PROJECTION OF THE MOST WESTERLY LINE OF SAID TRACT NO. 10511 VWDENIPTI& LEGAL DESCRON SOCIATES HOLLY-SEACLIFF SPECIFIC PLAN BOUNDARY CIVIL ENGINEERS—PLANNERS—LAND SURVEYORS 0844-273-3 1/30/91 12012 COWAN.SUM 210 • IRVINE.CA 92714 wo.NO. Date 714/660.0110 FAX:6604411 En or. PER Chk. Sheet-A-Of 5 DESCRIBED ABOVE,SAID LINE ALSO BEING THE EAST LINE OF HOLLY STREET, 30.00 FEET IN WIDTH AS SHOWN ON SAID MAP OF TRACT NO. 10511; THENCE SOUTH 00018'18" WEST 242.23 FEET ALONG SAID LINE TO AN ANGLE POINT TO 4� THE WEST LINE OF SAID TRACT NO. 10511; THENCE ALONG THE WESTERLY LINE OF SAID TRACT THE FOLLOWING COURSES: SOUTH 89°40'56" EAST 280.19 FEET, SOUTH 00°17'57" WEST 410.35 FEET, SOUTH 89°42'47"EAST 135.00 FEET AND SOUTH 00017'57" WEST 90.00 FEET TO THE NORTHERLY LINE OF CLAY AVENUE, 30.00 FEET IN WIDTH, AS SHOWN ON SAID MAP OF TRACT NO. 10511; THENCE SOUTH 00-17-13" WEST 30.00 FEET TO THE CENTERLINE OF SAID CLAY AVENUE; THENCE NORTH 89°42'47" WEST 813.43 FEET TO THE. CENTERLINE INTERSECTION OF,CLAY AVENUE AND MAIN STREET AS SHOWN ON THE MAP FILED IN BOOK 100, PAGES 46 AND 47 OF PARCEL MAPS, RECORDS OF SAID ORANGE COUNTY; THENCE ALONG SAID CENTERLINE OF MAIN STREET SOUTH 19014'02" WEST 829.19 FEET TO AN ANGLE POINT IN SAME; THENCE CONTINUING ALONG SAID CENTERLINE OF MAIN STREET SOUTH 000 18'10" WEST 545.95 FEET TO THE POINT OF BEGINNING. CONTAINING 568.90 ACRES, MORE OR LESS. VWDEN & LEGAL DESCRIPTIONSOCIATES HOLLY-SEACLIFF SPECIFIC PLAN BOUNDARY CIVIL ENGINEERS—PLANNERS—LAND SURVEYORS 0844-273-3 1/30/91 19012 COWAN,SUITE 210 • IRVINE,CA 92714 WO.No: Dow 714/66"110 FAX:6604418 En r. PER CAk. SA*st 5 Of 5 VI. MITIGATION MEASURES VI. MITIGATION MEASURES FINAL ENVIRONMENTAL IMPACT REPORT NO. 89-1 These mitigation measures are required of the Holly-Seacliff Specific Plan pursuant to Final Environmental Impact Report 89-1 and should be imposed on future projects in the Specific Plan area. Land Use On-Site Land Uses 1. Prior to issuance of building permits for individual tracts, the applicant should demonstrate that service vehicle access to all remaining operating oil wells on site is monitored through the existing or proposed residential tracts . 2 . All potential buyers and renters of on-site residences should be notified of the affects resulting from on-site and off-site oil production activities. The notification should state the frequency and locations of maintenance and service operations. The notification should indicate that noise levels from oil activities may also significantly increase during these times . Air Ouality 1. Because it only takes a small amount of material to generate odors, it is important to maintain a very clean operation. Therefore, any oil spilled on the ground should be quickly cleaned up. well sumps should be pumped out after pulling a well and periodically in the interim. Maintenance of seals and gaskets on pumps and piping should be performed whenever leaks are evident. General clean-up of the site should result in significant improvements in the level of odor found in the area . 2 . Appropriately designed, vapor recovery systems which pull the gas off the well casing should be employed, as well as vapor recovery systems for oil transport trucks . A similar system could be employed for any remaining storage facilities on site. Holly-Seacliff Specific Plan 1342D November 1991 VI-1 Noise 1. Noise levels generated by the oil operations should be mitigated to levels consistent with the Huntington Beach Noise Ordinance, by locating consolidation area(s) at least 300 feet from the nearest residential or other sensitive land uses (locating consolidation areas within industrial-use areas would be the most desirable from a noise standpoint) . The oil wells could be located closer to sensitive land uses if a perimeter wall with a minimum height of 8 feet was utilized around the consolidation area(s) . The following mitigation measures assume a 100 foot distance to the receptor and the mitigation affects of an 8 foot sound wall. Additional analysis of the consolidation area(s) will be necessary when phasing plans become available. Oil Well Drilling Operations 2. The results show that in order for the drilling operations to satisfy the Huntington Beach Noise Ordinance outdoor standards, electric motors with acoustic blankets must be used. Diesel motors even when shielded by acoustic blankets will not meet the nighttime Noise Ordinance standards at the. on-site and off-site residences and will not meet the daytime Noise Ordinance standards at the on-site residences . If there are plans to conduct the drilling operations during the nighttime hours, then according to the Oil Code, the operations must be soundproofed. Acoustic blankets as well as an 8 foot high masonry wall along the site perimeter will likely reduce the noise levels to below the Noise Ordinance standards . Oil Well Pumping 3 . The well pumps used in the consolidation area should be submerged. If other types of well pumps such as ground level electric or diesel pumps may be necessary. Specific mitigation measures should be presented in an additional noise study. Well Pulling, Redrilling and Service Drilling Operations 4 . Well pulling and drilling operations are confined to daytime hours (7: 00 a.m. to 10 : 00 p.m. ) by the Oil Code. Any redrilling performed at night must provide soundproofing to comply with the Noise Ordinance. The Oil Code prohibits the pulling of wells during the nighttime hours (10 : 00 to 7:00 a.m. ) . Well maintenance activities should also be conducted between the hours Holly-Seacliff Specific Plan 1342D November 1991 VI-2 or 7: 00 a.m. and 10:00 p.m. only. Although high levels of noise may be generated by routine well maintenance operations, these activities would occur inside the noise barrier surrounding the consolidation area. 5 . Service drilling for this project will be conducted during the daytime hours only. Data on service drilling operations indicate that with a diesel- powered service rig and an 8 foot high noise barrier, the noise level at 100 feet will likely be 55 dBA which corresponds to the City's daytime Noise Ordinance standard. All servicing of the wells must comply with the noise standards contained in the Huntington Beach code. Truck Operations 6. Truck operations should be limited to daytime hours only (7 a.m. to 10 p.m. ) Helicopter Operations 7. A notice (and statement of acknowledgement) to prospective homeowners is required stating that the property is subject to overflight, sight and sound of helicopters associated with the police facility. Oil Facilities 1. Future Specific Plan(s) should include an area or areas for the consolidation of oil well facilities. 2. All new development proposals should be accompanied by: o A plan which addresses the requirements for abandoned wells. o The abandonment plans for existing wells. o The operational plans for any remaining wells and facilities . These plans must satisfy the requirements of the City of Huntington Beach and the Division of Oil and Gas. 3 . The criteria for the approval of development plans within oil districts should include: Holly-Seacliff Specific Plan 1342D November 1991 VI-3 (a) That enough open space has been reserved around the oil operation site to allow existing and future equipment which could reasonably be expected to be used on the site, including any setbacks from new development required by the Fire Chief. (b) That adequate access to all operation sites is provided for portable equipment and emergency vehicles . (c) That reasonable expansion of the existing facilities, if permitted in the oil district, can be accomplished. (d) That any proposed development includes all provisions for sound-proofing and fire protection required by the Fire Chief. (e) That screening of oil facilities from any new development is included in the plan. (Section 9680 .4, Article 968 OIL DISTRICTS, City of Huntington Beach Municipal code. ) 4-. As future development occurs, continued subsidence rate monitoring for the region of the subject site is necessary to determine if subsidence rates are declining with current water injection methods being used at operating oil production facilities . 5. The use of post-tensioned slabs should be considered in the foundation design in order to eliminate distress to structures and slabs from minor regional subsidence. Although this measure will provide for a more rigid slab, it will be no means eliminate distress to foundations resulting from the rapid subsidence of the land from continued oil and gas withdrawal . Cultural Resources Archaeology 1. It is suggested that the research design be prepared by the Principal Investigator selected to perform the work and that it be reviewed by a second consulting archaeologist. This step will help insure the completeness and viability of the research design prior Holly-Seacliff Specific Plan 1342D November 1991 VI-4 to its implementation. The involvement of a second professional is viewed as an inexpensive means of insuring that no major elements are overlooked. 2. The archaeological deposits within the Holly-Seacliff study area should be subjected to a program of excavation designed to recover sufficient data to fully describe the sites. The following program is recommended: a. Analysis of the collections made by the Pacific Coast Archaeological Society, Long Beach State University and any community college which has such material. If the collections are properly provenienced and are accompanied by adequate documentation, they should be brought together during this phase and complete analysis performed. Of particular importance during this phase is the recovery of survey date to be used to determine the exact locations of previous excavation efforts. b. Prior to the beginning of any excavation effort, a burial strategy should be developed by the archaeologist retained to accomplish the excavation members of the Native American community and appropriate City Staff . The strategy should address details of the handling and processing of human remains encountered during excavation, as well as the ultimate disposition of such remains. C. Completion of test excavations should be made at each of the archaeological deposits. The information gained from the test excavation will guide the following data - recovery excavation. The' excavations should have two primary goals: o Definition of site boundaries and depth. o Determination of the significance of the site and its degree of preservation. d. A statistically valid sample of site material should be excavated. The data recovery excavation should be conducted under the provisions of a carefully developed research design. The research questions presented earlier in this report should Holly-Seacliff Specific Plan 1342D November 1991 VI-5 be incorporated into the research design, other important research questions should be developed from the test excavation data included, and a statement of methodology to be observed must be included. e. A qualified observer appointed by the Principal Investigator/Archaeologist should monitor grading of the archaeological sites to recover important material which might appear. The monitor will be assigned by the Principal Investigator. This activity may require some minor delay or redirecting of grading while material is being recovered. The observer should be prepared to recover material as rapidly as is consistent with good archaeological practice. Monitoring should be on a full time basis when grading is taking place on or near an archaeological deposit. However, the grading should terminate when the cultural deposit has been entirely removed and clearly sterile deposits exposed. f . All excavation and ground disturbing observation projects should include a Native American Observer. Burials are known to exist at some of the sites, a circumstance which is extremely important to the Native American community. g. A detailed professional report should be prepared which fully describes the site and its place in pre-history. Reports should receive sufficient distribution which includes the City, the County and the UCLA repository for archeology to insure their availability to future researchers . h. Arrangements should be made for proper curation of the collections . It is expected that large quantities of materials will be collected during the excavation. Curation should be at an institution which has the proper facilities for storage, display and use by interested scholars and the general public. Holly-Seacliff Specific Plan 1342D November 1991 VI-6 3 . The shell and lithic scatters should be subjected to test excavation to determine if they are or are not in situ archaeological deposits . If any of the scatters prove to be in situ archaeological material, a site record should be prepared and submitted to the Archaeological Survey, University of California, Los Angeles, and the site should be treated as in mitigation number one. If the sites are shown to be not archaeological in nature or not in situ, then no further action should be taken. 4 . Ground disturbing activity within the study area should be monitored by a qualified observer assigned by the Principle Investigator/Archaeologist to determine if significant historic deposits, (e.g. foundations, trash deposits, privy pits and similar features) have been exposed. The monitoring should be on a full-time basis, but can be terminated when clearly undisturbed geologic formations are exposed. If such exposures occur, appropriate collections should be made, followed by analysis and report preparation. Historic material may be encountered anywhere within the Holly-Seacliff property, but the area around the old Holly sugar Refinery is probably more sensitive than the balance of the project area. Historical material recovered at the archaeological sites should be treated with those deposits . 5. The plaque commemorating oil well Huntington A-1 should be preserved. As development in the area continues, it may be desirable to upgrade this feature. Paleontology 6 . A qualified paleontologist should be detained to periodically monitor the site during grading or extensive trenching activities that cut into the San Pedro Sand or the Quaternary marine terrace units . 7. In areas where fossils are abundant, full-time monitoring and salvage effort will be necessary ( 8 hours per day during grading or trenching activities) . In areas where no fossils are being uncovered, the monitoring time can be less than eight hours per day. 8 . The paleontologist should be allowed to temporarily divert or direct grading operations to facilitate assessment and salvaging of exposed fossils . Holly-Seacliff Specific Plan 1342D November 1991 VI-7 9 . Collection and processing of matrix samples through fine screens will be necessary to salvage any microvertebrate remains . If a deposit of microvertebrates is discovered, matrix material can be moved off to one side of the grading area to allow for further screening without delaying the developmental work. 10 . All fossils and their contextual stratigraphic data should go to an institution with a research interest in the materials, such as the Orange County Natural History Foundation. Human Health and Safety Surface Oil Contamination 1. Prior to grading and development, a site reconnaissance should be performed including a phased Environmental Site Assessment to evaluate areas where contamination of the surficial soils may have taken place. The environmental assessment should evaluate existing available information pertinent to the site and also undertake a limited investigation of possible on-site contamination. Phase I should include: a. Review of available documents pertinent to the subject site to evaluate current and previous uses . b. Site reconnaissance to evaluate areas where contamination of surficial solid may have taken place. C. Excavation and testing of oil samples to determine presence of near surface contamination of soil. d. Subsurface exploration to determine presence of sumps on-site. Testing of possible drilling fluids for heavy metals . e. Completion of soil gas vapor detection excavations located adjacent to the existing on-site wells . f. Testing of air samples for gas vapor, methane gas and sulfur compounds . Holly-Seacliff Specific Plan 1342D November 1991 VI-8 2. The actual site characterization and remedial action plan would be developed as part of a later phase. Upon completion of the Environmental Assessment, a Remedial Action Plan can be developed. This plan should address the following items : a. Treatment of possible crude oil contaminated soils . A possible solution to this condition would be aeration of the contaminated soils to release the volatile gases and then incorporation of the treated solid into the roadway fills (subgrade) . b. Treatment of. possible drilling sumps by either on-site disposal of non-contaminated drilling fluids or off-site disposal of contaminated fluids . C. Treatment of the possibility of the accumulation of methane gas . Methane Gas, 3 . Prior to development, a thorough site study for the presence of surface and shallow subsurface methane gas should be performed. Any abnormal findings would require a Remedial Action Plan and further studies to assure sufficient mitigation of the hazardous areas prior to building construction. All structures should have a gas and vapor barrier installed underneath the slabs and foundations . Gas collection and ventilation systems should be installed over abandoned wells which are underneath or within ten (10) feet of any structure, and over wells which show evidence of surface emissions of methane gas . Additionally, following construction of structures, an organic vapor analysis should be conducted and the results evaluated to assure that acceptable air quality is maintained within buildings and residences . 4 . The presence of methane gas on-site should be the subject of future studies that include the following tasks: a. Drilling of test wells to monitor for subsurface methane deposits and confirm or deny the presence of biogenic methane bearing strata near the surface in the development area. b. Shallow excavation and sampling in areas either known or assumed to be potential drilling mud sumps; Holly-Seacliff Specific Plan 1342D November 1991 VI-9 C. Vapor monitoring of shallow vapor probes placed at strategic location on the site and collection of soil vapor samples; d. Vapor survey areas adjacent to known abandoned oil wells; e. Laboratory analysis of selected soil samples for metals and soil vapor samples for gases . Other Oil Production Related Hazards 5 . Oil wells scheduled for abandonment should be completed in accordance with the standards and specifications of the City of Huntington Beach and the California Division of Oil and Gas. Wells which have previously been abandoned must be reabandoned to the most current requirements of the City of Huntington Beach and the Division of Oil and Gas. 6. Existing oil production lines are located throughout the site. Treatment of these lines will depend on proposed land use and development. Utility lines should be relocated and or removed with the trench being filled with compacted fill. Hazardous Materials 1. The use, storage and disposal of hazardous materials should be enforced by City of Huntington Beach to provide the greatest possible protection to the public from accidental occurrences. 2. Active wells remaining on-site should be secured and screened as required by the City of Huntington Beach. 3 . Prior to development, a review of available public health records should be performed to evaluate possible public health risk sites in the vicinity of the subject site. 4 . An inventory of all hazardous materials used and stored by industries locating within the project area should be maintained and recorded for use by the City Fire Department. This inventory should include the location at which each hazardous material is used. Holly-Seacliff Specific Plan 1342D November 1991 VI-10 Aesthetics 1. Landscaping of future projects should be designed to minimize visual impacts on adjacent parcels . Special consideration should be given to orientation of the project ' s residences (i .e. windows and deck) so as to respect the privacy of adjacent and nearby homes. 2 . Wherever feasible, oil production facilities on-site should be eliminated or consolidated to reduce their total number. Facilities remaining on-site should be painted, camouflaged, or otherwise screened by perimeter walls, plantings or like treatments to reduce their unsightliness to future residents . Land-Use Policies Prior to the issuance of grading permits, the Department of fish and Game should be notified of grading activities on-site that are scheduled to commence in the swales, in order to preclude the possible elimination of wetland areas under the jurisdiction of the Department of Fish and Game, as further specified in the Biological Resources section of this EIR. Biological 1. Following construction of necessary infrastructure in the main drainage swale, i .e. , utility lies, sewers, etc. , this swale should remain as open space. Mitigation for the loss of cattail marsh habitat (0 . 5 acres) and willow habitat (0 . 5 acres) which are depicted on Exhibit 28, will take place such that a minimum of 1. 0 acre of riparian vegetation is established in this drainage swale. The plants utilized in the revegetated area will enclosed from the recommended plant palette indicated in Appendix H. 2 . Through adoption of future Specific Plans large trees suitable for use by raptors such as the red-shouldered hawk, should preserved or replaced in accordance with the tree species identified in the plant palette contained in Appendix L. 3 . Any grading or filling in the brackish wetlands in the western portion of the project site sill be mitigated by restoration of an equal area of coastal wetland at a nearby location in the open space area. 4 . Effects upon on-site wetlands within the jurisdiction of the California Department of Fish and Game will require mitigation defined by 1603 permits . Holly-Seacliff Specific Plan 1342D November 1991 VI-11 Public Services and Utilities Schools 1. The General Plan Amendment 89-1 designates a site for a new elementary school to serve students generated by residential development within the project area. 2 . The school district and major landowner should enter into an agreement for acquisition or lease of the site as part of implementation of this General Plan Amendment. 3 . Developers should pay school impact fees to finance construction of necessary school facilities. 4 . The Huntington Beach Union High School District should coordinate its expansion plans with phasing of development within the project area and surrounding areas . i Holly-Seacliff Specific Plan 1342D November 1991 VI-12 Bw i LEGEND � � ___--•--r--`- --' •• �•��'•,• DEV DEVELOPED AREA ' rwt NNW NON-NATIVE WOODLAND ro , . NNw� ruvC rb ft"� � /���: RAG RUDERAL ANNUAL GRASSLAND J. 7 , PAIUSTRINE,SHRUR RAO ,DECID000S,SALIX .I•Y •Y • �.}. t �. ti .i .� PRDS Pb PALUSTRINE, UNCONSOLIDATED BOTTOM }...�. NNW 1 1 RA�TM.. RAO , P�PD PALUSTRINE, EMERGENT, PERSISTENT, DISTICHLIS ,� • ; PALUSTRINE, EMERGENT, PERSISTENT, Ip„I.,i 1, o� PAPS SALICORNIA • _ s . DEV ►a PT PALUSTRINE, EMERGENT, PERSISTENT, TYPHA RAOA t " Pu PALUSTRINE, UNCONSOLIDATED SHORE t RAo .,j ••',�; PALUSTRINE, UNCONSOLIDATED SHORE, yl . V Y PuVC c[v� � •, ' - .,. r r �� VEGETATED.CONY2A 7i If'y rf•.� '•� i ;' ORv.r'. Iit� .AO �4,I'l .~.• �, '`NN � I• to��:.J..f l•. w �OK. ] /fT w r' i ;: T. '✓rK7! RAsDrrrrr�i` �;r 1 .q lV L"•1'�<..`��Y :t�, fr,.,�.(,l' 9 •tt �` �1+T � NNN ,.= ,. i, •._ .•Yy� M•' � '';�" .f�{•,� �;,/ , .�. ��r,r. �j��i '\1TTi t.�.`.,, � Ir,fW 20 EXHIBR y8 CITY OF BIOLOGICAL RESOURCEES HUNTINGTON BEACH d1001111 I I tCX" PLANT PALETTE -- APPENDIX L Scientific Name Common Name Trees Alnus rhombifolia White Alder Juglans californica California Walnut Platanus racemosa Sycamore Quercus agrifolia Coast Live Oak S. laevigata Red Willow S. lasiandra Golden Willow S. hindsiana Sandbar Willow Salix lasiolepis Arroyo Willow Umbellylaria californica California Bay Tall Shrubs Baccharis pilularis var. consanquinea Coyote Brush Heteromeles arbutifolia Toyon R. ovata Sugarbush Rhus laurina Laurel sumac Sambucus mexicana Elderberry 'Low Shrubs and Vines Diplacus longiflorus Bush Monkeyflower R. viburnifolium Catalina Currant R. aureum Golden Currant Ribes speciosum Fuschia-flowered Gooseberry Rosa californica California Rose Rubus ursinus California Blackberry Toxicodendron diversilobum Poison Oak Vitis californica California Grape Herbaceous Plants and Grasses Artemisia douglasiana Mugwort Elymus condensatus Giant Wild Rye Scirpus spp. Tule Typha spp. Cattail Holly-Seacliff Specific Plan 1342D November 1991 VI-13 t ..,. .!,�+�. xs. �:. ,f ..��,•i .'..�. `k%-� f r }\. r C _;� 1 / i t �V ' e .,a �f I. i' - 4.\ `r r .i. i"\ �/. 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' C A •by ,; 4' �,° t t - C' 4 v *i /' ._t _ JI -� M (a tk _ .4 \ l +' l �j �i �' f 't k" � ,_a C \ ..� ' / ..� S� ,k i �.l"Ij ,, ," Iy " _�,\l 7 _ I" ! _ / Q^�.t (.y $\, t t" t1 ;v, J.r.,( �f� , .. �. _ = pit \ J !; - h X"z--`' '*, / ..;. ,.1 tom--.. .- t i\.• ;. �` ( 7 �`' t --+; h' 5— .4� t" ��'r , are-—', 4I - Y -- ` .� �. -1� �L- •" �'1 -.,", ,Il ,. I — I at,_ . .('., �\ ,.-�'. T� ?: I . ., (, i�-� ar -`!�. 4 -, n �- Abe ,. -,, Et.. �. _,. '%� TABLE OF CONTENTS Section Description Page I. INTRODUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 1 H. FACILITIES AND PHASING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 A. Purpose and Intent . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 B. General Development Plan . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 C. Land Use Table . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 D. Facility Phasing Plan . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 E. Public Facilities Improvement Responsibilities . . . . . . . . . . . . . . . . . . . 7 III. CIRCULATION FACILITIES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 A. Purpose and Intent . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 B. Traffic Systems Plan . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 C. Street Section Plans . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 IV. SEWER FACILITIES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 A. Design Criteria . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 B. Sewer Facilities Plan . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17 C. Discharge/Capacity Calculations . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 V. DOMESTIC WATER FACILITIES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 32 A. Design Criteria . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 32 B. Domestic Water Facilities Plan . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 35 C. Demand/Sizing Calculations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 36 VI. RECLAIMED WATER FACILITIES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 39 A. Design Criteria . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 39 B. Reclaimed Water Facilities Plan . . . . . . . . . . . . . . . . . . . . . . . . . . . . 42 C. Demand Calculations, Network Analyses and Demand Diagrams . . . . . . . 43 Holly-Seacliff Specific Plan 4%"ALDEN & Technical Appendix SSocIATES September, 1991 i TABLE OF CONTENTS (CONTINUED) Section Description Page VII. STORM DRAIN FACILITIES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 61 A. Design Criteria . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 61 B. Sully-Miller Lake Study . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 65 C. Sully-Miller Lake Plan . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 71 D. Hydrology Plan . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 72 E. Storm Drain Facilities Plan . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 73 F. Sully-Miller Lake and Holly-Seacliff Rainfall/Runoff/Sizing Calculations . . . . . . . . . . . . . . . . . . . . . . 74 VIII. PRECISE PLANS OF STREET ALIGNMENTS . . . . . . . . . . . . . . . . . . . . . . . . . 229 A. Plan Criteria . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 229 B. Precise Plan Street Exhibits . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 230 C. Precise Plan Street Legals . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 241 r 1 Holly-Seacliff Specific Plan A%"ALDEN & Technical Appendix SSOCIATES September, 1991 ii LIST OF EXHIBITS EXHIBIT NO. EXHIBIT TITLE PAGE 1 GENERAL DEVELOPMENT PLAN . . . . . . . . . . . . . . . . . . . . . . . 4 2 FACILITY PHASING PLAN . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 3 TRAFFIC SYSTEMS PLAN . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 4 STREET SECTION PLAN 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 5 STREET SECTION PLAN 2 . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 6 STREET SECTION PLAN 3 . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 7 SEWER FACILITIES PLAN . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17 8 DOMESTIC WATER FACILITIES PLAN . . . . . . . . . . . . . . . . . . . 35 9 RECLAIMED WATER FACILITIES PLAN . . . . . . . . . . . . . . . . . . 42 10 SULLY-MILLER LAKE PLAN . . . . . . . . . . . . . . . . . . . . . . . . . . 71 11 HYDROLOGY PLAN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 72 12 STORM DRAIN FACILITIES PLAN 13 PRECISE ALIGNMENT INDEX SHEET . . . . . . . . . . . . . . . . . . . . 230 14 PRECISE ALIGNMENT FOR EDWARDS STREET . . . . . . . . . . . . . 231 15 PRECISE ALIGNMENT FOR EDWARDS STREET . . . . . . . . . . . . . 232 16 PRECISE ALIGNMENT FOR GARFIELD AVENUE . . . . . . . . . . . . 233 17 PRECISE ALIGNMENT FOR GARFIELD AVENUE . . . . . . . . . . . . 234 18 PRECISE ALIGNMENT FOR ELLIS AVENUE . . . . . . . . . . . . . . . 235 19 PRECISE ALIGNMENT FOR ELLIS AVENUE . . . . . . . . . . . . . . . 236 20 PRECISE ALIGNMENT FOR GOLDENWEST STREET . . . . . . . . . . 237 21 PRECISE ALIGNMENT FOR GOLDENWEST STREET . . . . . . . . . . 238 22 PRECISE ALIGNMENT FOR MAIN STREET . . . . . . . . . . . . . . . . 239 I, 23 PRECISE ALIGNMENT FOR MAIN STREET . . . . . . . . . . . . . . . . 240 LIST OF TABLES TABLE NO. TABLE TITLE PAGE 1 LAND USE TABLE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 Holly-Seacliff Specific Plan �ssoci TES Technical Appendix September, 1991 lli I. INTRODUCTION The following public facilities infrastructure studies for Circulation, Sewer, Domestic Water, Reclaimed Water and Storm Drain Facilities define the necessary public facilities improvements required for the successful development of the Holly- Seacliff Specific Plan area. The Precise Plan of Street Alignments identify the ultimate rights-of-way for the arterial streets. The purpose of this technical appendix is to provide detailed information that documents the design parameters and assumptions used in the analysis of the project area's public facilities. All calculations made to determine the infrastructure sizes have been included for each facility analyzed. These calculations have been made for each sub-area within the Planning Areas I, II, III and IV, and summarized Maccording to each facility tributary area. Reference is made to the General Development Plan, Exhibit 1 on Page 4, which identifies each of the Planning Area sub-areas, and to the Land Use Table on Page 5, which identifies acreages, dwelling units and densities. Also included in this appendix are separate technical exhibits for each facility which show the size, location and function of the proposed facility. I Holly-Seacliff Specific Plan ALDEN Technical Appendix SSOCIATES September, 1991 1 U. FACILITIES AND PHASING A. Purpose and Intent The provision for adequate facilities and proper phasing is an important part in the development of the Holly-Seacliff area. It is therefore important to provide a general plan for the phasing of infrastructure development. Exhibit 1, the General Development PIan, and Table 1, the Land Use Table, identify the planning areas, their sub-areas and the proposed land uses and densities. The development of these sub-areas shall be contingent upon the installation of infrastructure required to service the development area. Exhibit 2, the Facility and Phasing Plan, provides a master infrastructure phasing plan to ensure that future improvements are constructed concurrent with new development. This is the Phasing Plan approved in the development agreement and shows the stages of proposed construction, with Phase I construction scheduled to start in 1991. This exhibit provides a guideline for four (4) construction phases for the arterial streets and the public facilities within. Additional onsite facilities which connect to these arterial streets may also be required to serve sub-area development. The facilities necessary for the development can be identified by reviewing the enclosed Sewer, Water and Storm Drain Facilities Plans. In an attempt to provide for the timely construction of all the main infrastructure, the City has required that the construction of arterial streets be substantially completed in a reasonable period of time following the Department of Public Works approval of construction plans. The schedule, as referred to in the Holly-Seacliff Development Agreement 90-1, addresses the construction of main arterial streets and related infrastructure. The actual timing for the development adjacent to these main arterial streets shall be dependent on the market absorption, interest rates and other factors Holly-Seacliff Specific Plan ALSOC & SSOCIATES Technical Appendix September, 1991 2 that effect home sales. However, some development areas may be processed and constructed almost concurrently with the main arterial improvement plans, with remaining tracts planned for development at a pace dictated by ithe Developer. The Public Facilities Improvement Responsibilities, Section II.E., addresses the fair share cost allocation of the infrastructure development. The cost sharing methodology used will provide an equitable allocation of the development costs across the entire project. Holly-Seacliff Specific Plan ALDEN k SSOCIATES Technical Appendix September, 1991 3 LEGEND e E Es"ou«awiBr�loonu� e W ^ � (,p6-pp pBR1AL 1 N MAC EBAvnw IOW DENSITY plBpENT1AL2 N. 1-I /15 DU-SAC YEpUY DENSITY REmDENiIAI y� b76gYAC i RMN MEMIGN DENSITY 1••�•••• RE RET�ITENT�IAL ELLIS-GaLDENWEST r� SPECIFIC PLAN RL-2 ro wnCEo oEVELovrMENr • AREA IHI V RM 310DU-62AC 11-2 i O Cow" I I `` 415 DU- BOUNDARY RE I'' NDUSTRIAL I I-2 CRY II 1 90 0U-26AC I I-6 RM 75 DU i OPEN SPACE 11-3 I I -----—---- 4 AC /• I 390 OU-34AC L RMos H •• � RMH II-5 O INDICAM PLANNING AREA 1 11-4 75 DU 11-7 /'• 1-3 RE 328 RODU-9AC 4AC 00DU I-2 NDrATES PLAN"SUBAREA os 55DU-16Ac RMH SAC •• 16 AC - ' =DWELLING UNITS • RM C can.a Avnw o. III-I AC ACRES 260DU-19AC I I 11RA3 RMH I1 111--6 1 N-6 V-1 4AC �• � 14000 IIAC 210DU-p N-5 AC 7AC IV-1 OS I RM 22AC IV 155DU-1 �••� SPECIFIC PLAN BOUNDARY III 240DU-ISAC 11I-7 RM RM 40DU-12AC RL-1 ��~ \ RL-1 85DU IV-3 700DU-SAC 1,1�COASTAL ZONE III / BOUNDARY 111-2 i - Clay Avnus L 550 W-109 AC MD N-4 ��• 475 DU-53 AC \ or wn vinu GRAPHIC SCALE \ '(ix Film) CITY OF HUNTINGTON BEACH GENERAL DEVELOPMENT PLAN p p 0 p D D 0 o p �]O�C�1� �CQC�L�O[�C� QG3CQ �pL C�OC� C� p[�QK X.B. EXHIBIT 1, PAGE 4 C. TABLE 1 HOLLY-SEACLIFF SPECIFIC PLAN LAND USE TABLE m PLANNING LAND USE GROSS TOTAL MAXIMUM AVERAGE DEV. UNIT CATEGORY ACRES UNITS DENSITY DENSITY STANDS. (GROSS) (PAGE) I I-1 RESIDENTIAL-ESTATE 6 15 4 2.5 III-7 1 I-2 RESIDENTIAL-ESTATE 26 90 4 3.5 III-7 1-3 RESIDENTIAL-ESTATE 16 55 4 3.4 111-7 1-4 OPEN SPACE 16 III-29 SUBTOTAL 64 160 II II-1 RESIDENTIAL-LOW DENSITY 2 62* 310 7 5.0 III-13 II-2 RESIDENTIAL-MEDIUM DENSITY 40 415 15 10.3 III-16 II-3 RESIDENTIAL-MEDIUM DENSITY 34* 390 15 11.5 111-16 II-4 RESIDENTIAL-MEDIUM-HIGH DENSITY 9 170 25 18.8 III-19 II-5 RESIDENTIAL-MEDIUM-HIGH DENSITY 4 75 25 18.8 III-19 II-6 RESIDENTIAL-MEDIUM-HIGH DENSITY 4 75 25 18.8 111-19 II-7 RESIDENTIAL-MEDIUM-HIGH DENSITY 6 100 25 16.6 III-19 11-8 INDUSTRIAL 32 111-28 SUBTOTAL 191 1535 III III-1 RESIDENTIAL-MEDIUM DENSITY 19 260 15 13.7 III-16 III-2 RESIDENTIAL-LOW DENSITY 1 109 550 7 5.0 III-10 III-3 RESIDENTIAL-MEDIUM DENSITY 11 140 15 12.7 111-16 1II-4 RESIDENTIAL-MEDIUM-HIGH DENSITY 10 220 25 22.2 III-19 III-5 RESIDENTIAL-MEDIUM DENSITY 18 240 15 13.3 III-16 11I-6 COMMERCIAL 7 111-27 III-7 RESIDENTIAL-LOW DENSITY 1 12* 40 7 3.3 III-10 III-8 OPEN SPACE 16 III-29 SUBTOTAL 202 1450 IV IV-1 RESIDENTIAL-MEDIUM DENSITY 16 155 15 9.7 III-16 IV-2 RESIDENTIAL-MEDIUM DENSITY 8 70 15 8.8 III-16 IV-3 RESIDENTIAL-MEDIUM DENSITY 9 85 15 9.4 111-16 IV-4 MIXED DEVELOPMENT 53 475 25 14.4 III-22 IV-5 INDUSTRIAL 22 111-28 IV-6 COMMERCIAL 4 III-27 SUBTOTAL 112 785 TOTAL %9 3930 * Includes 4-Acre Neighborhood Park. Holly-Seacliff Specific Plan '�=ALDEN Technical Appendix SSOCIATES September, 1991 5 j • I''f�..ii./i/ �.w//i 7//!'o1/'-m-, I'= / fa u I fib' w iiii/i /�//,: a/i'�%ari%;%i%/G %Y//�$R7� • r}Rf�}43A�KtR4L`h6i5�Sif f ///� map" IWO r a Iwl L�. �. INNER ml, 6'L�mill el—�fR4.tit s.) 11127z21 t!!- !�r �� RGfL0d524GRStRf� %/i//ii/ rEll.� . .................... .... ..... 1��I `4�. �� � � i �`` EFRTi}�.�#•'tRffr'$# r �%//////////i//////%//////�.'.%//q////iOi�// /, �„it t.� �o r _ r��?p�A`. .~ SIN% Y - Y • 2 1 1 1 1 I / E. Public Facilities Improvement Responsibilities In order to provide the public facilities improvements necessary to service all future development within the Holly-Seacliff area, developers will have a fair share responsibility for either (1) constructing the necessary improvements required as described in the Specific Plan concurrent with project development, or (2) funding such necessary improvements if constructed by other developers. The City will determine and administer the fair share responsibility for the master public facilities improvements, including sewer, water, drainage, utilities, landscaping, roads, traffic controls, fire and police capital facilities as described in the Specific Plan. If a developer provides the necessary facilities beyond his fair share responsibility, that developer shall be reimbursed from funds collected from other developers. If a developer is required to pay fees, those fees will be based on the City's fair share responsibility determination. This determination will be based on a development's fair share use of the master public facilities improvements necessary to serve the development utilizing an assessment based on dwelling units, acreage, building square footage,front footage or any other reasonable method. All development projects to be serviced by the master public facilities improvements shall be conditioned to construct or pay fees per the Holly-Seacliff public facilities development fee ordinance. Such construction or payment of fees shall be based on a fair share responsibility program as administered by the City's Public Works Department. Holly-Seacliff Specific Plan �ssoci TES Technical Appendix September, 1991 7 M. CIRCULATION FACILr1'IES A. Purpose and Intent The Holly-Seacliff Specific Plan provides a traffic circulation system to accommodate project cumulative traffic volumes. The circulation, as proposed, is consistent with the improvements identified in Environmental Impact Report(EIR) 89-1 and in the Holly-Seacliff Development Agreement. Exhibit 3, the Traffic Systems Plan, identifies all existing signals to remain, existing signals to be modified, proposed signals to be installed and proposed rinterconnect conduit. The locations of signals are consistent with the mitigation measures as identified by EIR No. 89-1 and as stated in the Development Agreement. Exhibits 4, 5 and 6, the Street Section Plans, delineate the required lane widths, median islands, right-of-way widths and landscape easements of arterial highways within the project necessary to accommodate anticipated uses and traffic volumes. The traffic improvements proposed for the Holly-Seacliff Specific Plan area are intended to improve the capacity of the existing circulation system and to increase the overall safety and efficiency of vehicular and pedestrian traffic. The following operational criteria shall apply to the Specific Plan Area: General: Left turn access from arterial highways shall be allowed at locations designated with arrows on Exhibits 3 through 6 of the Specific Plan. Additional right-in, right-out access to arterials shall be allowed at locations approved by the Public Works Department. iHolly-Seacliff Specific Plan '�2ALSOC & �7`,SSOCIATES Technical Appendix i� September, 1991 8 Planning Area II: Access to Planning Unit II-1 from Goldenwest Street shall be right-in, right- out only. Access to Planning Unit II-4 from Gothard Street shall be right-in, right-out only. Access to Planning Units II-5 and II-6 from Main Street may be limited to right-in, right-out if operational problems arise in the future. Access to the transporation corridor in Planning Area II shall be coordinated Iwith development of the local/residential street system. rPlanning Area III: Access to Planning Unit III-1 may include a left-in only turn pocket on Garfield Avenue. Access to Planning Unit III-2 from Seapoint Street shall be right-in, right-out only. Access to Commerical Planning Unit III-6 shall be right-in, right-out only, ' unless a common left-in access with Planning Unit III-5 is provided. Plannina Area IV: Access to Planning Area IV-2 shall be taken from Clay Avenue; Holly Street access to Main Street shall be left-in, right-out. Holly Street should be considered for closure north of Main Street. Access to Planning Units IV-4 and IV-5 from Goldenwest Street Shall be right-in, right-out only, unless a median modification plan to allow left turn access is approved by the Public Works Department. Clay Avenue shall be permanently closed east of Goldenwest Street. Holly-Seacliff Specific Plan ASSOCIATES Technical Appendix September, 1991 8a i The Southwest corner of Gothard Street and Main Street shall have a large radius (65' +/-) for free right turns southbound onto Main Street. Holly-Seacliff Specific Plan A SSOCtArss & Technical Appendix ssoc September, 1991 8b r . LEGEND/ I II / _ ----ELUS AVENUE INDICATES RIGHT OF WAY - }' --•--— INDICATES PROJECT BOUNDARY INDICATES INTERCONNECT LINE r _........._ `1J-\ I I ' INDICATES PLANNING AREA � % i INDICATES ELLIS-GOLDENWEST I I /l L......_•;I O EXISTING SIGNAL EMAIN 1 SPEC PLAN i I Itl �`- INOTO BE SIGNAL I INDICATES PROPOSED SIGNAL TO BE INSTALLED l i \ I I I INDICATES FUTURE SIGNAL TO clrr aouNwwT O BE INSTALLED WHEN MARRANTED �J °� _ERNEST -AVENUE_-_ \ (COrDUT INSTALLATION € I III REQUIRED) / COASTAL ZONE BOUNDARY GARFlELD AVENUE GARFIEtD AVENUE l TRAFFIC soqAL / EXXTE BE SION Of GARFIEW.__-- EM.E/ A/ WEST } IV I l � � r % I I \ \ I \ / TO mr�ar�MASTER COAPIJrER I/ /• 1 r - � GRAPHIC SCALE � 1 (Muff) CITY OF HUNTINGTON BEACH TRAFFIC SYSTEMS PLAN - - ALnErT & .,. AREA SPECOFOC PLAN "NSS°C� SG a. .' (""*-"so PAL rr-w8 0006-173-2 RE.B. EMBIT 3, PAGE 9 11 E W R/W so. RnN 4' T 70' 70' 7 ' 70' SECTION A-A N ORS SORN R/W 100• R/w -is- R 9' '$13' I • 4' 7' 13' 13' 9' ••t R ESMT. I SF ON B-B I ( •SEE EWS AVENUE SECTIONS FOR APPLICABLE EASEMENTS IN E A A R/W 17 R/W B B B 8 B ELLIS AVENUE 7' 11 i 7 t L I -- - -- JR BE W C R/W RR/W R/W {CITY BOONpARy-� 505025' 8' T 10' 1 a 0' 10' 10' 7' 8' 15' 15' 8' 9' 13' 13' 4' 13' 13' 9' 8' 25 LST1. E-E S EWS AVENUE Ed"rde to GothordNwR/w 110' 1 T111 11 { 1 1' T 10 4�—. 1. 55' Et20' 25' 6'T_ IN II' IV i Iy 11' 13' SEr F-F LANE TRANSIT- _____________ � S---- GOLDENWEST STREET R/W R/W E6ie to Emed 7' 11' 11' 13' 7' 8'GARFIELD AVENUE IGg W N 5 Ra I G R/W 718' R/W n c 25' 6'T 13' 10' 10'4'8' '10' 10' 1 a 13' 7' A. 15. t 3 3R3 W u SEcnON N-N 1 do- �^` 5 N Do. i 0' 1 R/w E L W. R/W R/W R/W 112' R/w ior 1 ' .J b' 55' ft 15' 8' T 10' 10- 1 10' 1 O' 7' 8' 25' 25' 3'.1 1',1 t• 7 ,11' ,11', 13',7•,8' L1,5' ._ / ESM7. I ESM7MT. t ESM7swn&4 H / ¢ COLDENWEtST STREET EllisA to arfield Emest to 780'N.er GerrMd E w W E R/W 118' R/W R/W VARIES 112' - 118' R/W 15' 8' 7' 13' _•1a 10,{'.8' '10'_10'•10'_13'J_8' B 8 LS. L . L25' 6'.7'. 13'. 12'. 13'. 14. 13, .12•. 13'.T.8' 15, g ES-MT. QQ I 47. SECTION JAI G.of GIE§T STREET w E 780'N.of CaTiek to CaTisW R/W 12a R/W _ N S 1 7• 1 1 0'{• •1 7 1 13• 7• 1 R/W R/W N R/W 90' 8'5 R/W \ 25' 7' 13' 11' 11' 1 ' 11' 11' 13' 7'- 15'15' K-K T I ESMf. _ I I ESM7. I �' E E Seopo�intto Go AVENUE nwod tea 10'TO 11 4' PAWED MEDIAN MEDIAN OONLYY TRANSTION TO 0'TO 4' GARFlELO AVENUE � � F TRAN911gN NJ J I 1a ,\ W R/W E R L CURB TRA4SITION STACKING LANE L _E LEFr TURN LANE $FA FA POINT STREET 13' F C INK K I CURB TRANSITIONINRW PER CITY Sm Q h I GRAPHIC SCALE sr • s w s w (IR mm7') CITY OF HUNTINGTON BEACH STREET SECTION PLAN 1 c1m 3"Qu4m A 4�s°soc��CA 92714 (?14)eee-0110 PAM eeo-eau OM-273-2 M. C. EXHIBIT 4, PAGE 10 NOBS SORN 50, R/W 7 R/W *15' 1 1 4' 1 t L L 0 SECII011 B-B EWS AVENUE o 0 0 •SEE ELLIS AVENUE SECTIONS FOR APMICAKE EASEMENTS o 0 o w E R/W 110, R/W 1 1 - N S 1 1 q I Z R/W R/W 8'T 1 ' 11' 1' il' 111 1 4 1 1 i 1 1 15' . tar 9D• � � 'h I ESMY � SEC110N C-C \�� ELLIS AVENUE E OR W W OR E ELLIS AVENUE m / Gothord to SeuNsm p'odfa7 R.R. R/W 4• R/W - - - 15. 6'7' I V 11' i 11' 11' 7' 15' N R/W 100' S R/W D D (Wr OR B C `� /\ I 4 D-0 C 15' 8' 9' 13' 13' 4• 13' 13, 9' 8' 15' \ ESMT. L� •SEE GOTNAR EET D STR SECTONS FOR APPLICABLE DIMENSIONS i N S ELUS AVENUE. \ 1 R/W 118• R/W Edvwrtla to Cothord I58. 25' 6'7' 13• t0• 10'4'8• •10'10' ICY 13' 7. 8' 15• W E R/W R/W It S'ECTIDN H-N 4 4' 1 T-11-. 11'_ 4'-IV_11'.7' 51 15' S N OTMARp R/W R/W C RN, 110' RIM W EF 1 15' I L S 25' 6'T 1 S' 11 11' 11' 1 t• 13' T Wil 15• � L 5� T11 1-I GOLDENWEST STREET I E w Ellis to ErIieat o of _'I} R1W 118' RAW 15'IV 7' IX •10. 1 •4'aV 1 10'•1 1 7• 8' W 11 11 I L l3. SECfo W W I m JI QQ W E R/W 120' R/W 1 1 10'6111111 11Y 1 - K-K ERNEST- AVENUE �I I W 7- - N OR S S OR N � R/W 112' R/W � WI R/w 110' W' R/W 25' 8' T 73' ' 11' 1Al' 11' 13' 7' B' is, .a I SO' S. 11' LS. 1 e' T 13' 11' 1 T 10' 11' 11• 1S' T 8' 15' MT. ESMT. Sac I I ES►LT. _ ESM'T. GOLDENWEtST STREET v W E SEmm Emest to 730'N.of Garfield WW R/W 80, R/W I I W OR E L{ E OR W R/W R/W F 15' 6' T 1 t' 1 11' 11' 7' 15' I I R/W R/W VARIES 712'- 118' LS. L 11 1 ESMT. 25' 6'.7'1 13'.12'' . t 3' '.I N .t 2'. t 3'J'.8' t 5• 4 GOTW Mi. G E E to Garfield Y-N // STRRT I Teo•N.of GmfWd to GerW N R/W 120' S R/W N R/W 120' S 60' 6' �. �. M / I 11''555' 8'.7' 14'.11' 13' '.13' I F. W .7'.8' IS- 15' 8•. 14' .11' t _13' N', 14' 7,8' 15' �ESMY�- M'f� M'T� + 14'RAISED MEOWN TRANSITION TO 4' NJ J I �rFIELO 5tawyt D CA1iFIEt17 AVENUE L I I t I 10'TO 14'PAINTED MEDIAN ONLY TRANSITION TO 0'TO 4' GARFIE AVENUE 10' 90' VARIEi CURB TRANSITION_TM STACKING LANE LANE N K K I N R/W S L D L S R N I M R/W I T 0, R/W CURB TRANSITION PER CRY STANDARDS w / 80' 1 6'.7' 13' 11• 11' 10' 11' 11' 13' 7' 8' is, �y/ 12' ' 12- 11- 11' 11' 11' 12' 7' 12' �"� GRAPHIC SCALE CARflELO AVENUE =I I EIf tNo Yo II CITY OF HUNTINGTON BEACH STREET SECTION PLAN 2 cm NPI 1---10LLY=31EACLd1FF AID VWS MIM COI 3=210.RaRq CA a[7I4 (114)ND-otte FAX aaaI OM-273-2 M. C. EXHIBIT 5, PAGE 11 EORW WORE R/W R/W C�0 N S R/W 118' 25' 6'T 13' 10' 10'4.8' •10' 10' 10' 13' 7' 8' 1S. N R/W 120' S R/W N R/W 120' S R/W I go, / 1 I L. 60' 60' �• M / . g 13'� 4'_1 11'. 14' ,7'_8', 15' 15• W 7' 14' 11' 1 13' 11' 14' 7' 8' 1 / / i ESNP. MT, 1 _ M4. / SECT1011 FI-i1 N/ /I 00iiwaatrtto SiU rt LD C; E-�NVE I I I R R S N — - AVENUE -- /W /W L LS. b. r NK AK N OR S L L S OR N M I R/W I RE H R/W 110' R/W I / 120' W / 60. E W 1S' a..T, 13' ,11'.11' Ia..II. 11'•13' ,7',8' 15' / 12' T 12' 17' 11' 1 ' 11' it• 12• 118• R/W it E MT. SCARFYElD AVENUE of I Elfuto YorktO�n 15' 1 '1 •1 1 T 25' x / SWTIIII-J W E W W E R' BID' R/W L^ R/W 120• R/W 4 4 X 15' 6' 7' 11' 11' 10'. 11 11 7• 15' 1 7' 1 1 1 •4' '1 1 10' 1 15' L.. L . ESMT. SAAT. GarroIRd to Main ; / I K-K N ORS SORN M R/W 110' R/50 W a, r I 11' 11' 10' it' 11' 13' 7' irl 1 ' \ T- M I - - - SECTKIN L-L --- W ORE E OR w CIAY AVENUE R/W RnY N M somi M-M 14•RAISED MEDIAN TRANSITION TO 4' / 10'TO 14' PAINTED,MEDIAN ONLY TRANSITION TO 0'TO 4' 10' W E R/W 120' 60' R/W CUR8 TRANSITION STACKI C IANE 8' 7' 13''Yorktown 1 13' 12' 13' 7' 8' SI LEFT TURN LANE CURB IRIWSr"PER CRY SDIODARDS COLDENWEST STREET to GarfiNd I T 1 �I AVENUE GRAPHIC SCALE / 1 CITY OF HUNTINGTON BEACH STREET SECTION PLAN 3 AREAOPFO�[RO [.!'�.�U V PL VnSSHOLLV=31EACLOIFIF OCIATES Lum LOM C~.SUM$10.UFnM CA r11714 en4) 080g-273-2 M. C. EXHIBIT 6, PAGE 12 IV. SEWER FACILITIES A. Design Criteria The sewer analysis presented in this Appendix was performed in accordance with the Orange County Sanitation District and the City of Huntington Beach, Public Works Department design standards. All sewer flows calculated in the study were determined by utilizing the"Recommended Unit Flow Generators for Average Dry Weather Flows" as provided by the City's Public Works Department. A summary of these flow generators have been enclosed with the sewer calculations. The adequacy of existing sewer lines and the sizing of proposed lines were based upon the ability of the sewer line to convey peak flows at a pipeline capacity flowing half full (or d/D = 0.5). Peak flow in each reach of the sewer system is equivalent to the summation of all average flows upstream of the point in question converted to peak flow by the empirical peak-to- average relationships expressed as follows: QprAr = 1. .7 04 (E QAvz) •892 = MGD (million gallons per day) The pipe sizes were determined by comparing the peak flow rate to the computer calculations for the maximum design discharge flows for 8", 10111 1211, 15" and 24"sewer mains flowing half full, with pipe slope rates of 0.30% and a Mannings value of 0.013. The 0.30% rate was used as a basis for a minimum pipe slope. Variations of this rate during actual design stages may result in revisions to the line sizes as indicated in this study. Final pipe capacity calculations should be made to verify required sizes due to design pipe slope rates prior to construction. The majority of proposed sewer lines within the project boundary as shown on the Sewer Facilities Plan, Exhibit 7, Page 17, which are required to serve Holly-Seacliff Specific Plan ASSOCIATES Technical Appendix ' September, 1991 13 i the Holly-Seacliff area will be city maintained lines. One existing 24" trunk line in Ernest Avenue, in a portion of proposed Gothard Street, and in the east section of Garfield Avenue, is a county maintained sewer trunk line. The attached Sewer Facilities Plan indicates that four tributary areas to three trunk lines and one City pump station will be required at ultimate ' development to collect and convey sewerage from the project area. These trunk lines will convey the sewerage beyond the project boundary and downstream to three County collection locations; the Slater Avenue Pump Station to the north; the extension of the Coast Trunk Sewer, or a pumping alternative,to the south; and the Newland-Delaware Trunk Sewer to the east. The proposed pipe sizes and suggested pipe alignments required to accommodate sewerage from the project area for the proposed development are shown on Exhibit 7. The first primary tributary area is to the proposed line in Seapoint Street, or the southwesterly portion of the project. This area will discharge a calculated peak flow of 0.2731 MGD into the proposed 10" Seapoint line. This Seapoint line will ultimately connect to the existing 54" county trunk main in Orange Avenue at Goldenwest Street. A portion of this proposed ' discharge into the Seapoint line, specifically Planning Area I, may be redirected easterly via an alternative sewer lift station to the existing line ' through the Ellis-Goldenwest Specific Plan area and ultimately directed north to the Slater Avenue pump station. This portion of Planning Area I might be ' pumped to the existing Ellis-Goldenwest area due to the lower elevations of some proposed pad elevations. The existing sewer system, which would be utilized for this alternative, appears to have adequate capacity to convey the discharge from a portion of Planning Area I. However, prior to a decision on ithe pumping alternative, a more detailed study should be made to identify the cost benefit ratio between the two possible alternatives. Also, the ' number of units to be serviced via the pump station alternative should be verified against the maximum number the existing system to the north could accommodate. Holly-Seacliff Specific Plan ASSOCIATES Technical Appendix September, 1991 14 The second primary tributary area is to the proposed relocated City pump ' station, or the northwest portion of the project. The proposed pump station is to be located north of Ellis Avenue between Goldenwest and Gothard Streets. The tributary area includes both project tributary flows from the north portion of the project and off-site flows generated from existing ' development to the north and northeast of the project. The City recently method the existing flow rates from the off-site areas where they enter the ' Holly-Seacliff project. These method peak flow rates, and the corresponding calculated average flows, have been included with the sewer study calculations. The combined onsite and offsite total peak flow to the proposed City pump station was calculated to be 0.8276 MGD. From this ' Pump Station, a new force main will convey flows in Ellis Avenue to the existing northerly flowing gravity line in Goldenwest Street. The City has recently studied and sized the Goldenwest line for transporting the flows design to the County Slater Pump Station within District No. 3. The third primary tributary area is to the existing 10" line through the ' Seacliff Golf Course parking lot. This tributary area consists of the southwest portion of the project, or specifically the southern portion of area III. The calculated peak flow rate of 0.2208 MGD is proposed to travel south in a new 10" line connecting to an existing 10" line in the golf course parking ' lot and ultimately conveys the flow to the same existing 54" county trunk main at Orange Avenue and Goldenwest Street, which also collects the first tributary area analyzed in this study. ' The fourth primary tributary area is to the existing 24" county sewer line in Garfield Avenue. This line collects the flows directly to the north and south ' of Garfield throughout the majority of the project. The calculated peak flow rate of 1.1200 MGD is anticipated to travel east in the 24" county line to the county Newland-Delaware Trunk line located in Delaware Street within District No. 11. Holly-Seacliff Specific Plan ASSOCIATES Technical Appendix September, 1991 15 Reference is made to the Sewer Facilities Plan Exhibit 7, Page 17, which identifies the four primary tributary areas, the areas' ultimate peak flows, and proposed and existing sewer lines. The enclosed sewer calculations, ' found on Pages 18-25, reference Planning Area sub-areas, acreages, dwelling units and densities per the General Development Plan, Exhibit 1, Page 4, and ' the Land Use Table, Page 5. All sewer discharge calculations and proposed sewer facilities indicated in this appendix are substantially in conformance with the General Plan Amendment GPA/EIR No. 89-1 adopted by the City. The slight change in peak discharge rates make no significant change to the discussion, exhibit, impacts or mitigation measures in the GPA/EIR. 1 ' Holly-Seacliff Specific Plan ALDEN ac Technical Appendix ssocrares ' September, 1991 16 . yKi, a4 I �� M♦ �' ' �a f* + `l1?��t���'� \.`i{Ill J7, � ' • LEGEND r ' ry�%/'` �C� ',y-4.l i �F I�� a 1�. r¢�. '� f � � rl?� � Y.. - `�I '+•e, .•. / �, '. +dry,I Y i��s�l��'h�!� ���• �` � � / \ �. r , � 4 •S• T •� f J 2 - r v �� r ` ` d 1J Y e�Cwsav —__— i \��+�. �I 'll z� ' ��-��✓' ,��F ,�j �,M1,. ,� °"'i'p�c�• — INDICATES RIGHT OF WAY 1,1 INDICATES PROJECT BOUNDARY 1 (' %zj i r �I • s 1 -INL r {r"`,r' _ �k �, I+kr1' � _ Jr rJ �. '�o'Y` �� INDICATES PROPOSED SEWER LINE ti^"� � ��+1 � ;may —• s \ ..� ��/ �� h �•• n �, 1 �l`5,����^ � i Gj• x_ I + ` F:\ . fs , — — --(8"}-- INDICATES EXISTING SEINER LINE nibt.?4'0 F — •-----• INDICATES TRIBUTARY BOUNDARY � il`wya` 1� �. , , I � iyy�.�c a INDICATES PLANNING AREA y�',, `��\ G�r; �J�. f� ( t %/�r C�•�•I .i1�_r�i.. , 1. _ �� `�,' !� �:%f's �.^ "'�:,,y'.i' ,2r� 4,K/' _ — 7tYN it r � N i. ' ., r�9i, `F r k444.,�!, ••i� - 'ly k� .. G- GJ �, ��['�1'7 t )j,�l[�' _y rj.'•', �I .,,, ��+•.� �1`�� \ � t w., r r d r;��. ti �.• r �SCMG.I�f � ��/ y gg `�},� -�// L r Ra �`�( \ ��.: \ j y 't'�•. � r 1 sY�y��► � :rya „�i''�•'' 'l:yJ' '.S 4a"� - i 1 '� J.a l(r�' {. .. `' d � ti f L�`� •1 '�y r r. ,\'. �s`-41, J ;�•+. I.1 ,!1.N -� ! `*"�'W, 77 1 Y v 7. 44 ,� •��,`\. �y � a - �.vim•- J.. ,-. ,�, nr ,- ;� r � � - —--- -- YO....N AVENUE L._---"---- `i c: r GRAPHIC SCALE 1 CITY OF HUNTING N BEACT� SEWER FACILITIES PLAN A H E �P 0F 0 C� PLAH �� TES cm zwo� uas ossoA eons stR 34 CA scats OW sw azs am sa au 0106-273-2 X. B. EXMBIT 7, PAGE 17 C. Discharge/Capacity Calculations ' 1. Tributary Area to Future Line in Seacnint Street - Southwesterly: (a) North of Garfield and West of Edwards: Generation Area Density Factor Q„. Tributary Area Acres D.U./Acres Dwelling Units ggd/D.U.(Ac.) MGD Offsite Open Space 6.7 100 0.0007 (north of I-1) ' Offsite Residential 3.4 3.2 11 230 0.0025 (north of I-1) ' I-1 6 2.5 15 230 0.0035 I-2 26 3.5 90 230 0.0207 I-3 16 3.4 55 230 0.0127 I-Open Space 16 - - 100 0.0016 ' QM = %,,E Total = 0.0417 QPEAK(.) = 1 ,7 04 (0 . 0417) •e92 = 0 .1001 MGD 8" O.K. per attached pipe capacity calculations (b) South of Garfield and East and West of Seapoint: ' Generation Area Density Factor Q. _Tributary Area Acres D.U./Acres Dwelling Units gnd/D.U.(Ac.) MGD III-1 19 13.7 260 230 0.0598 III-2 22 5.0 110 230 0.0253 (northwest portion) III-Open Space 16 - - 100 0.0016 Q(b) = Q. Total = 0.0867 QP�cDI = 1 .7 04 (0 . 0867) .892 = 0 . 1924 MGD 8" O.K. per attached pipe capacity ' calculations ' (c) Summation of Tributary Area to Future Line in Seavoint Street: Q(a) + Q(b) = 0. 1284 MGD ' Q,." = 1.7 04 (0 . 12 84) •892 = 0 ,2731 MGD .. 10" O.K. per attached pipe capacity calculations ' Holly-Seacliff Specific Plan �sDEN TES Technical Appendix ' September, 1991 18 2. Tributary Area to City Pumv Station at Ellis between Goldenwest& GothardStreets: (a) Westerly Line: Generation ' Area Density Factor Q. Tributary Area Acres D.U./Acres Dwelling Units ¢vd/D.U.(Ac.) MGD Ellis-Goldenwest 32 3.0 96 230 0.0221 (west central portion) ' II-1 39 5.0 195 230 0.0449 (west half) Q(,) = %,. Total = 0.0670 ' QPR4K<.) = 1 .704 (0 . 067 0) •892 = 0 .1528 MGD 8" O.K. per attached pipe capacity calculations (b) Easterly Line: Generation Area Density Factor Q„. Tributary Area Acres D.U./Acres Dwelling, Units ggd/D.U.(Ac.) MGD Existing 10" Line 0.0449 from Ellis E. Existing 15" Line 0.1194 from GothardN. II-2 40 10.4 415 230 0.0955 II-3 34 11.4 390 230 0.0897 II-1 23 5.0 115 230 0.0265 (east half) ' Q(b) = Q. Total 0.3760 QPEM(b) = 1 .7 04 (0 . 376 0) •892 = 0 .7121 MGD 15" O.K. per attached pipe capacity ' calculations (c) Northerly Line: ' Generation Area Density Factor Tributary Area Acres D.U./Acres Dwelling Units gpd/D.U.(Ac.) MGD ' Existing offsite 0.0020 flow to pump from ' north of Ellis - _ Q(<) Q. Total 0.0020 Holly-Seacliff Specific Plan ALDEN & Technical Appendix WnsSOCIATES September, 1991 19 (d) Determine Total Flow to Pump Station: ' Q(a) + Q(b) + Q(c) = 0 .4450 MGD ' QPmK2 = 1.704 (0 .4450) -892 = 0 , 8276 MGD 14" Force Main O.K. Average flow rate in Ellis Force Main = 0.4450 MGD Peak flow rate in Ellis Force Main = 0.8276 MGD 3. Tributary Area to Existing 10"Line through Seacliff Golf Course Parking Lot: Generation Area Density Factor Q„. Tributary Area Acres D.U./Acres Dwelling Units gpd/D.U.(Ac.) MGD ' I11-2 87 5.0 440 230 0.1012 (south portion) Q„VQ = 0.1012 QP � = 1.704 (0 .1012) 892 = 0 . 2208 MGD •• 10" O.K. per attached pipe capacity calculations 1 4. Tributary Area to Line in Garfield Easterly: (a) West of Goldenwest: Generation Area Density Factor Q„11 Tributary Area Acres D.U./Acres Dwelling Units gpd/D.U.(Ac.) MGD 111-3 11 12.7 140 230 0.0322 I11-4 10 22 220 180 0.0396 rIII-5 18 13.3 240 230 0.0552 II1-6 7 - - 2500 0.0175 111-7 12 3.3 40 230 0.0092 Ellis-Goldenwest 30 3.1 94 _ 230 _ 0.0216 (southeast portion) Q(„ Q„,� Total 0.1753 tQpMK(a) = 1 .704 (0 . 1753) .892 = 0 .3605 MGD 12" O.K. per attached pipe capacity calculations Holly-Seacliff Specific Plan '%&=ALDEN & Technical Appendix SSOCIATES September, 1991 20 (b) North of Garfieldbetween Goldenwestand Gothard: Generation Area Density Factor Q. Tributary Area Acres D.U./Acres Dwelling Units gpd/D.U.(Ac.) MGD II-8 32 - - 3000 0.0960 Q�„ = %,,. Total = 0.0960 QPFAK(b) = 1 .7 04 (0 . 096 0) •892 = 0 .2107 MGD Existing 8" O.K. per attached pipe capacity calculations (c) South of Garfieldbetween Goldenwestand Gothard: Generation Area Density Factor Q.,n, Tributary Area Acres D.U./Acres Dwelling Units gpd/D.U.(Ac.) MGD ' IV-4 9 9.0 80 230 0.0184 (northwest portion) IV-3 9 9.4 85 230 0.0196 IV-5 22 - - 3000 0.0660 Q«� = Q. Total = 0.1040 QP�(�� = 1 .7 04 (0 . 1040) 892 = 0 .2263 MGD 10" O.K. per attached pipe capacity calculations (d) Check Existing 12"Line in Garfieldbetween Goldenwestand Gothard: Q(a) + Q(b) + Q(.) = 0 .3753 MGD QPMiKca► = 1 .7 04 (0 .37 57) •892 = 0 .7109 MGD Existing 12" O.K. per attached pipe capacity calculations (e) Existing 8" Line in Gothard South of Garfield: Generation Area Density Factor Q. Tributary Area Acres D.U./Acres Dwelling Units gpd/D.U.(Ac.) MGD IV-4 44 9.0 395 230 0.0909 (south portion) Q(.) = Q,,,,, Total = 0.0909 QPFAK(w) = 1 .704 (0 . 0909) •892 = 0 .2006 MGD Existing 8" O.K. per attached pipe capacity calculations Holly-Seacliff Specific Plan �ssECIATES LDEN Technical Appendix September, 1991 21 (f) Check Existing_24" Line in Garfield between Gothardand Holly: Q(a) + Q(b) + Q(c) + Q(e) = 0.4662 MGD QPEAKcn = 1 .7 04 (0 .4662) .1192 = 0 . 8627 MGD Existing 24" O.K. per attached pipe capacity calculations (g) Check Existing 8" Line in Ho11X: Generation Area Density Factor Q,,,,,, Tributary Area Acres D.U./Acres Dwelling Units gpd/D.U.(Ac.) MGD IV-2 8 8.8 70 230 0.0161 IV-1 16 9.7 155 230 0.0357 IV-6 4 - - 2500 0.0100 Q�„ = %,n, Total = 0.0618 QPMiK(V) = 1 .7 04 (0 . 0618) •B92 = 0 .1422 MGD Existing 8" O.K. per attached pipe capacity calculations (h) North of Garfieldbetween Gothardand Main: Generation Area Density Factor Q. Tributary Area Acres D.U./Acres Dwelling Units ¢vd/D.U.(Ac.) MGD II-4 9 18.8 170 230 0.0391 Q(,) = %,K, Total = 0.0391 QPMK«) = 1 .704 (0 . 0391) •s9a = 0 . 0946 MGD 8" O.K. per attached pipe capacity calculations (i) North of Garfield between Main and Huntington: Generation Area Density Factor Q,,,,o Tributary Area Acres D.U./Acres Dwelling Units gpd/D.U.(Ac.) MGD II-5 4 18.8 75 230 0.0173 II-6 4 18.8 75 230 0.0173 II-7 6 16.7 100 230 0.0230 Q(,) = Q,,,,,, Total = 0.0576 QP�(j) = 1 .704 (0 . 0576) .892 = 0 . 1336 MGD 8' O.K. per attached pipe capacity calculations Holly-Seacliff Specific Plan '�=ALDEN & Technical Appendix SSOCIATES September, 1991 22 Q) Summation of all Tributary Areas to Existing 24"in Garfield west of Hunting-ton: Q(a) + Q(b) + Q(c) + Q(e) + Q(9) + Q(h) + Q(i) = 0.6247 MGD QPRAK = 1.7 04 (0 .6 247) •892 = 1. 12 0 0 MGD Existing 24"O.K. per attached pipe capacity calculations r r r 1 i 1 r Holly-Seacliff Specific Plan "n=ALDEN & Technical Appendix WnSSOCIATES September, 1991 23 EXISTING OFFSITE TRIBUTARY AREA FLOWS PER CITY METERED FLOW TESTS (1) Existing 10" Line from Ellis-East QPEAK = 0 . 107 MGD (per City flow test) QPEAK = 0 .704 (QAvE) .192 QA = QPEAK )1/.892 ( 1 .704 _ 0 .107 PAVE - ( 1.704)1/.892 = 0.0449 MGD (2) Existing 15" Line from GothardNorth QPEAK = 0.256 MGD (per City flow test) . 1/.992 QA� = ( 0.256 56 ) = 0.1194 MGD 1704 (3) Existing Offsite Flow from North of Ellis to Proposed Pump Location Q = 20 Ac. Park X 100 Ate gpd/Ac. = 1985 gpd = 0 . 002 MGD Holly-Seacliff Specific Plan 'j&:ALDEN & Technical Appendix WSSOCIATES September, 1991 24 SEWER RECOMMENDED UNIT FLOW GENERATORS FOR AVERAGE DRY WEATHER FLOWS LAND USE DESCRIPTION UNIT FLOW FACTOR* R1 Low Density Residential 230 gpd/Dwelling Unit R2 Medium Density Residential 230 gpd/Dwelling Unit R3 High Density Residential 180 gpd/Dwelling Unit R4 Very High Density Residential 180 gpd/Dwelling Unit R5 Office-Professional 2000 gpd/Acre RS Mixed Density Residential 160 gpd/Dwelling Unit RS4 Pacifica Community 3000 gpd/Acre C Commercial 2500 gpd/Acre CFE Schools 1500 gpd/Acre CFS Community Centers (Parks) 800 gpd/Acre CFR Parks 100 gpd/Acre rMl Light Industrial 3000 gpd/Acre M2 Industrial 3000 gpd/Acre MH Mobile Homes 120 gpd/Dwelling Unit l * All Residential Flows are based on 70 gpcd (gallons per capita per day) Peaking Formula: QpmK = 1.704 (QAvE) -895 = MGD (million gallons per day) rHolly-Seacliff Specific Plan '%&2 ALDEN & `1�,SSOCIATES Technical Appendix V i�� September, 1991 25 SEWER LINE MAXIMUM CAPACITY CALCULATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . W*A•LDEN. & A S S 0 C I ATES Civil Engineering - Land Surveying 18012 Cowan Suite 210 Irvine, California 92714 Telephone (714) 660-0110 . . . . . . . . . . . . . . . . . , . . . . . . . . Inside Diameter ( 8.00 in. ) AAAAAAAAAAAAAAAAAAAAA * * * * 1 * *_ - - - * Water * * * ( 4.00 in. ) ( 0.333 ft. ) * *- - - - - - - - v- Circular Channel Section ------------------------ Flowrate 0.214 MGD Velocity . . . . . . . . . . . 1 .896 fps Diameter ofPipe. . . . . . . . . . . 8.000 inches Depth of Flow. . . . . . . . . . . . . . 4.000 inches Depth of Flow. . 0.333 feet Critical Depth . . . . . . . . . . . . 0.267 feet Depth/Diameter (D/d) . . . . . 0.500 Slope of Pipe 0.300 % %-Sectional Area . . . 0. 175 sq. ft. Wetted Perimeter . . . . . . . . . . 1 .047 feet ARA(2/3) . . . . . . . . . . . 0.053 • • . • • • • Mannings 'n• . . . . . . . 0.013 Min. Fric. Slope, 8 in. Pipe Flowing Full . . . . . . . 0.075 % 26 . . . . . . . . . . . . . . . . . . ' W'A*LD.E.N' &. A S S 0 C I A T E S Civil Engineering - Land Surveying 18012 Cowan Suite 210 Irvine, California 92714 Telephone (714) 660-0110 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Inside Diameter ( 10.00 in. ) * 1AAAAAAAAAAAAAAAAAAAAA - - * Water * ; * * ( 5.00 in. ) { 0.417 ft. ) * *- - - - - - - - v- Circular Channel Section ------------------------ Flowrate 0.388 MGD Velocity . . . . . . . . . . . 2.200 fps Diameter of Pipe. . . . . . . . . . . 10.000 inches Depth of Flow. . . . . . . . . . . . . . 5.000 inches Depth of Flow. . . . . . . . 0.417 feet Critical Depth . . . . . . . . . . . . 0.333 feet Depth/Diameter (D/d) . . . . . 0.500 Slope of Pipe . . . . . . . . 0.300 % X-Sectional Area . . . . . . . . . . 0.273 sq. ft. Wetted Perimeter . . . . . . . . . . 1 .309 feet ARA(2/3) 0.096 Mannings no . . . . . . . . . 0.013 Min. Fric. Slope, 10 in. Pipe Flowing Full. . . . . . . 0.075 $ 27 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WALD.E.N & ASSOC I A T E S Civil Engineering - Land Surveying 18012 Cowan Suite 210 Irvine, California 92714 Telephone (714) 660-0110 . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . Inside Diameter ( 12.00 in. ) * * Water * * ( 6.00 in. ) ( 0.500 ft. ) *- - - - - - - - v- Circular Channel Section ------------------------ Flowrate . . . . . . . . . . . . . . . . . . 0.631 MGD Velocity 2.485 fps Diameter of Pipe. . . . . . . . . . . 12.000 inches Depth of Flow. . . . . . . . . . . . . . 6.000 inches Depth of Flow. . . . . . . . . . 0.500 feet Critical Depth . . . . . . . . . . . . 0.415 feet Depth/Diameter (D/d) . . . . . 0.500 Slope of Pipe . . . . . . . . . . . . . 0.300 % %-Sectional Area . . . 0.393 sq. ft. Wetted Perimeter . . . . . . . . . . 1 .571 feet ARA(2/3) 0.156 Mannings •n• . 0.013 Min. Fric. Slope, 12 in. Pipe Flowing Full . . . . . . . 0.075 % 28 W A L D E N A A S S 0 C I A T E S Civil Engineering Land Surveying 18012 Cowan Suite 210 Irvine, California 92714 Telephone (714) 660-0110 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Inside Diameter ( 12.00 in. ) AAAAAAAAAAAAAAAAAAAAA * * * Water * ; * * ( 6.00 in. ) ( 0.500 ft. ) * * *- - - - - - - - v- Circular Channel Section ------------------------ ' Flowrate 0.728 MGD Velocity . . . . . . . . . . . . . . . . . . 2.869 fps Diameter of Pipe. . . . . . . . . . . 12.000 inches Depth of Flow. . . . . . . . . . . . . . 6.000 inches Depth of Flow. . 0.500 feet Critical Depth . . . . . . . . . . . . 0.445 feet Depth/Diameter (D/d) . . . . . 0.500 Slope of Pipe 0.400 % %-Sectional Area . . . . . . . . . . 0.393 sq. ft. Wetted Perimeter . . . . . . . . . . 1 .571 feet AR^(2/3) 0. 156 Mannings In' . . 0.013 Min. Fric. Slope, 12 in. Pipe Flowing Full . . . . . . . 0. 100 % 29 . . . . . . . . . . . . . . . . . . . . . . . . . . . WALDE�N & ASSOC I ATES Civil Engineering - Land Surveying 18012 Cowan Suite 210 Irvine, California 92714 Telephone (714) 660-0110 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Inside Diameter ( 15.00 in. ) ' * *- - - - * Water * * ( 7.50 in. ) ( 0.625 ft. ) * *- - - - - - - - v- Circular Channel Section ------------------------ Flowrate . . . . . . . . . . . . . . . . . . 1 .143 MGD Velocity . . . . . . . . . . . . . . . . . . 2.883 fps Diameter of Pipe. . . . . . . . . . . 15.000 inches Depth of Flow. . . . . . . . . . . . . . 7.500 inches Depth of Flow. . . . 0.625 feet Critical Depth . . . . . . . . . . . . 0.525 feet Depth/Diameter (D/d) . . . . . 0.500 Slope of Pipe 0.300 % %-Sectional Area . . . . . . . . . . 0.614 sq. ft. Wetted Perimeter . . . . . . . . . . 1 .963 feet 1 ARA(2/3) . . . . . . . . . . . . . . . . . . 0.283 Mannings 'n' . . . . . . . . . . . . . 0.013 Min. Fric. Slope, 15 in. Pipe Flowing Full . . . . . . . 0.075 % I 30 •W A L D E N & A S S O C I A T E S Civil Engineering Land Surveying 18012 Cowan Suite 210 Irvine, California 92714 Telephone (714) 660-0110 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Inside Diameter ( 24.00 in. ) * * * *AAAAAAAAAAAAAAAAAAAAA *- - - - * Water 1 * * * * ( 12.00 in. ) ( 1 .000 ft. ) * * * * *- - - - - - - - v- Circular Channel Section ------------------------ Flowrate 4.004 MGD Velocity . . . . . . . . . . . . . . . . 3.944 fps Diameter of Pipe. . . . . . . . . . . 24.000 inches Depth of Flow. . . . . . . . . . . . . . 12.000 inches Depth of Flow. . . . . . . . . . . . 1 .000 feet Critical Depth . . . . . . . . . . . . 0.885 feet Depth/Diameter (D/d) . . . . . 0.500 Slope of Pipe . . . . . . . . . . . . . 0.300 % X-Sectional Area . . . . . . . . . . 1 .571 sq. ft. Wetted Perimeter . . . . . . . . . . 3. 142 feet ARA(2/3) 0.990 Mannings •n• . . . . 6 . . . . . . . . . 0.013 Min. Fric. Slope, 24 in. Pipe Flowing Full . . . . . . . 0.075 $ 31 V. DOMESTIC WATER FACILITIES A. Design Criteria The proposed potable water facilities and demands presented in this portion of the Appendix are based upon demands calculated from historical annual demand coefficients adopted by the Orange County Water District (OCWD) and the City of Huntington Beach, Public Works Department, Water Division. These demand coefficients are values developed to estimate the average annual water demand per acre of land for each type of land use, measured in gallons per minute per acre (GPM/ACRE). The annual demand coefficients used in this report, along with the City accepted peaking factors, are provided with the water calculations on page 38. The water calculations in Section V.C. summarize the ultimate average annual demand requirements of the developed project site by applying the applicable demand coefficient to each land use category. The grand total average annual demand was determined to be 1300 GPM. The calculated peak week demand was 2,106 GPM. The enclosed water calculations reference Planning Area sub-areas, acreages, dwelling units and densities per the General Development Plan, Exhibit 1, and the Land Use Table. The majority of the Holly-Seacliff project lies within the Reservoir Hill Assessment District. This district and its water system is not an independent system with its own water sources, rather it operates as part of the City's ' entire water system. Although existing development is currently minimal throughout this district, major perimeter lines in arterial highways needed to service this entire area for ultimate development have been installed or are near completion. The Reservoir Hill water system is a closed pressure zone which requires additional pumping to a higher pressure zone in order to provide service Holly-Seacliff ALDEN & Specific Plan ssocIATEs Technical Appendix WW ' September, 1991 32 equivalent to the rest of the City's water system. This pumping requirement is due to the higher elevations within the project than the rest of the City. The pumping is required to meet the peak demands and fire flow ' requirements necessary to service this area. The City's 1988 Water System Master Plan indicates that the newly constructed distribution and main lines in arterial streets throughout the Reservoir Hill area should provide adequate capacity and fire flow throughout the project area for ultimate development. Currently, water is pumped from the City's main system into the Reservoir Hill Assessment District pressure zone by the temporary booster station located near the intersection of Clay Avenue and Goldenwest Street. The booster station pumps water from the 42 inch transmission main which connects the Peck Reservoir and the Overmyer Reservoir. This temporary ' booster station is operating at capacity and would be deficient in meeting additional demand within this project area. Plans have been made, and the design is near completion, for the construction of a new booster pump station near Huntington Street and Garfield Avenue to accommodate the future development needs. This new booster pump station is anticipated to be in operation within 2-3 years. The storage capacity of the City should be increased when a proposed 9-million gallon reservoir is constructed in the Sunset Heights. Arrangements are also underway to construct a new water well in the Sunset Heights area to increase the City's source water supply. The increase in storage capacity, booster ability, and a new water well supply, which are recommended in the City's Master Plan, should be sufficient to provide adequate water to meet peak demands, pressures and ' fire flows in this area and in other parts of the City. ' The annual average flow demand for the Holly-Seacliff area that the City used for their design of the ultimate water system including additional master facilities was calculated to be 1,516 GPM. The flow rate value of 1,300 GPM, as calculated in this Appendix, shows an approximate 14% reduction of water use. With all planned master facilities in place, the Holly-Seacliff Specific Plan SSOCI AT Technical Appendix September, 1991 33 proposed Holly-Seacliff development should not significantly impact the level of service anticipated for the Reservoir Hill Assessment District vicinity. The existing and proposed water lines are shown on the Water Facilities Plan, Exhibit 8, Page 35. This Facilities Plan and the water demand calculations ' are intended to meet the criteria and standards as presented in the City's "Water System Master Plan" prepared by Boyle Engineering Corporation in ' June of 1988. ' The City of Huntington Beach Water Master Plan also proposes the use of reclaimed water for irrigation purposes. The City of Huntington Beach, Public Works Department, Water Division, is currently coordinating with the OCWD for a supply of reclaimed water to portions of the City. It is anticipated that the City will eventually be served via inclusion in the OCWD's proposed Green Acres Reclamation Facilities Project (GAP). Reference is made to the following Section VI. RECLAIMED WATER FACILITIES for additional information on the supply of reclaimed water to portions of the City and specifically to the Holly-Seacliff Project. All water demand calculations and proposed water lines within this Appendix are substantially in conformance with the G.P.A./EIR No. 89-1 adopted by the City. The slight change of peak demands make no significant change to the discussion, exhibit, impacts or mitigation measures addressed in the G.P.A./EIR. ' Holly-Seacliff Specific Plan AISOC & SSOCIATES Technical Appendix ' September, 1991 34 �l l w xs°/ o'��•.•f�� tl1�i II� ��I1LU U�1�� �. / Ilk LEGEND z c �, �{?• F� ,x '"t(^.,�A� y tits/ !j !! RIGHT OF WAY -• :S�� � y ~?-\ 4r \l ��( r ��'�,� ,�' %T� r ,I! d ,`�� ' :?t.:a: --•--•_ INDICATES to • ,D ',(�r -:�1'�ii`'!�' ���,�tif '� i }'F�c,,�-„�-�;m �' y�l �� 1 INDICATES PROJECT BOUNDARY s ' • .� I � (! > `'r,." �\�� I., ttk.y I• f � —its INDICATES PROPOSED WATERLINE •`�`1ZTj ,I J,� 'a'�r p % i�i ! � ri' �,�rl e•—.. - /` l I„ I/.�,� �u, F..- nd.;:1 � S � �, p,. ---02)-- INDICATES EXISTING WATERLINE .7 •�ar � t a �>• ?,,.. �, � � _( 1 t r �' �', a y�,f"1Y,,,.••. \ f.�5. ,.rz r"-.. i� a���. `� `-• �� ,� n, 1] `K+ a r(•�b r• ,a _>,k-t•k_�� �' ~ �,•t G 'r sir' ' INDICATES PLANNING AREA L .-'.:`• ' -: ." :I a''�,r -r. �,f / c.. r ?;,�,� rY" .:. r. F„ yi. r r '.''�1�,�^ rat+"�1!`. I �`,'_., 3� r 1 .�� i.. y✓ a;;yM .. - '`.�..\v / 4'��'�J� 1 _� q! ' r`'cCi �'" ''"911B.I�TLW } n K.a •'_. �\ `' ( '�.. Y I�� il' N f +�,, `>'""�a. oNNEcr TO• �' i 4 •...�c. •` ,�1�, �,:/_. ` \y! .,1 Lli � t .•�� j !1 "`2`�i�r,,., i si;. C EX1Sh.I6"L �/ e .f•' .. � ..""','";5, .. a � i '�{ I / ..S l�rl C'[���J 't � f rai �, �� „C i•s ..�' � � a ��;,�., {. 71h�{i�•Ira ` , 1� I I� � M ! � s j tt�" �,' , �', .IR!f ��..,�� ^ � ' •,,,fy .` ,I �I 1, 'l ! '4 J J 1 .,. y , / \ ,'f a ll �- D :�'. :' '.\ a f >•� `�q^` ea` a I i`,II•,4 ;r tali rp �. : , 1\ -`^ ('.. / .� .�1 r \ f ' L� l ,��� ,�I �...,, r -+ai ' I i /E)CfST. O71W:J .,f!� ,�'. `'��m.f-, r- • I. EXl�S7.'@ '''LI-J� �'frr' � °ors-"' E%ISRSEI6'F.IIE'.. a .i ��1` ,\,\`i.., .• .•. .. _.,\_ ;`d '`•.., .... '> RESERVOIR NILL STATION. PUMP �� � �- � � �e. r� � �. .�' a1j. e�?r• r � o' � � f. CONK TO EXIST.t2'LSE ' r EXILINE t �, :.. /:, Icy,, �1�� , ... ,,•, __ � v f' I` 47. r7 i•ry/ /\, t't��' - \`• `t -YORKTOWNiAVFNUE j c y � \ \ 4J i CONNECT TO EXIST.16"LINE r a•. GRAPHIC SCALE a Y •:�� tl � (n rar> 1 CITY OF HUNTING N BEACH DOMESTIC WATER FACILITIES PLAN am HJO L LY 3 E A C0—`1 F F AREA SMD— E FOCI FLAN VWSSOCUTES am am=.SIM me.mim n wrl MQ""119 m am-"n 0806-273-2 3t.B. EXHIBIT 8, PAGE 35 C. Domestic Deman&Sizing Calculations 1. Holly-Seacliff Area Specific Plan: DEMAND AREA LAND USE *AVERAGE AVERAGE AREA (ACRE) ANNUAL ANNUAL DEMAND DEMAND COEFFICIENT (GPM) (GPM/ACRE) ' AREA I I-1 6 RE 1.2 7.2 I-2 26 RE 1.2 31.2 I-3 16 RE 1.2 19.2 I-Open Space 16 OS 1.1 17.6 SUBTOTAL 64 75.2 ' AREA II II-1 62 RL-2 1.2 74.4 II-2 40 RM 2.2 88.0 II-3 34 RM 2.2 74.8 II-4 9 RMH 2.7 24.3 II-5 4 RMH 2.7 10.8 II-6 4 RMH 2.7 10.8 ' II-7 6 RMH 2.7 16.2 II-8 32 I 3.7 118.4 SUBTOTAL 191 417.7 AREA III III-1 19 RM 2.2 41.8 III-2 109 RL-1 1.2 130.8 ' III-3 11 RM 2.2 24.2 III-4 10 RMH 2.7 27.0 III-5 18 RM 2.2 39.6 1 III-6 7 C 1.3 9.1 III-7 12 RL-1 1.2 14.4 III-Ogen Space 16 OS 1.1 17.6 SUBTOTAL 202 304.5 ' AREA IV IV-1 16 RM 2.2 35.2 IV-2 8 RM 2.2 17.6 IV-3 9 RM 2.2 19.8 IV-4 53 MD 2.7 143.1 IV-5 22 I 3.7 81.4 IV-6 4 C 1.3 5.2 SUBTOTAL 112 302.3 ' TOTAL 1099.7 * Average annual Demand Coefficients listed are per Table 3-8 "Existing Demand Coefficients" on Page 3-10 of "The City of Huntington Beach Water System Master Plan", Boyle Engineering Corporation, June 1988. Holly-SeacIiff Specific Plan �SOCIATES Technical Appendix ' September, 1991 36 2. Ellis-GoldenwestSgecific Plan Area: ' DEMAND AREA LAND USE *AVERAGE AVERAGE AREA (ACRE) ANNUAL ANNUAL DEMAND DEMAND COEFFICIENT (GPM) (GPM/ACRE) Southwest 56 RE 1.2 67.2 Central 46 RE 1.2 55.2 Southeast 55 RE 1.2 66.0 SUBTOTAL 157 188.4 ' TOTAL 188.4 3. Offsite Area North of Area I-1: DEMAND AREA LAND USE *AVERAGE AVERAGE AREA (ACRE) ANNUAL ANNUAL DEMAND DEMAND COEFFICIENT (GPM) (GPM/ACRE) Open Space 6.7 OS 1.1 7.4 Residential 3.4 RE 1.2 4.1 SUBTOTAL 10.1 11.5 TOTAL 11.5 GRAND TOTAL AVERAGE ANNUAL DEMAND 1299.6 GPM * Average annual Demand Coefficients listed are per Table 3-8 "Existing Demand Coefficients" on Page 3-10 of "The City of Huntington Beach Water System Master Plan", Boyle Engineering Corporation, June 1988. Holly-Seacliff Specific Plan �socIA TES Technical Appendix September, 1991 37 DOMESTIC WATER * LAND USE LEGENDAND DEMAND COEFFICIENTS ANNUAL AVERAGE DEMAND LAND USE LEGEND COEFFICIENT (GPM/ACRE) RE Estate Residential 1.2 0-4 DU/AC RL-1 Low Density Residential 1 1.2 4-7 IWAC RL-2 Low Density Residential 2 1.2 4-7 DU/AC RM Medium Density Residential 2.2 7-15 DU/AC RMH Medium-High Density Residential 2.7 15-25 DU/AC MD Mixed Development 2.7 C Commercial 1.3 I Industrial 3.7 OS Open Space 1.1 ' - Potential School Sites 0.026 GPM/Student **PEAKINGFACTORS PERCENT OF AVERAGE ' PEAKINGFACTOR DATE(S) ANNUAL DEMAND Maximum Month July 1985 128 Peak Week August 7-13, 1983 162 Maximum Day June 1, 1982 243 Peak Hour N/A 400 ' * Average annual Demand Coefficients listed are per Table 3-8 "Existing Demand Coefficients"on Page 3-10 of "The City of Huntington Beach Water System Master Plan", Boyle Engineering Corporation, June 1988. ** Peaking Factors listed are per Table 3-11, "Peaking Factors" on Page 3-14 of "The City of Huntington Beach Water System Master Plan",Boyle Engineering Corporation, June 1988. Holly-Seacliff LDEN Specific Plan ASSOCIATES Technical Appendix September, 1991 38 VI. RECLAIMED WATER FACILITIES A. Design Criteria The reclaimed water facilities which are required within the Holly-Seacliff ' project area are shown on the Reclaimed Water Facilities Plan, Exhibit 9, Section VI.B. The Holly-Seacliff area is a large potential reclaimed water user for the City of Huntington Beach. The City's single connection into the Orange County Water District's (OCWD) proposed Green Acres Reclamation Facilities Project(GAP)requires a supply line to be installed through the Holly-Seacliff project area. This "supply" line connects to the GAP system near the intersection of Ward Street and Garfield Avenue, travels west in Garfield Avenue, turns north in Goldenwest Street and terminates at a proposed terminal storage reservoir located near Sully-Miller Lake. It is anticipated that reclaimed water will be supplied to the proposed terminal storage reservoir during the day, and at night, the stored water will be pumped from the reservoir into a series of "looped" systems which will serve the demands of all the potential users within portions of Huntington Beach. The location of the Holly-Seacliff project requires a large distribution line feeding ' portions of the overall "looped" system to be built through the project area. This portion of the distribution "looped" system begins at the proposed reservoir near Sully-Miller Lake, travels south in Goldenwest Street and west in Garfield Avenue to the City limits. The demands, sizes and locations of the "supply" line and the distribution "looped"system, as presented in this Technical Appendix, are per Alternative 4 of the OCWD's report titled"Huntington Beach Reclaimed Water Computer Model and Economic Analysis" prepared by Boyle Engineering Corporation, dated August 1990. This report identifies the overall users, demands, pressures, line sizes and facilities required to serve the potential users of the ' Holly-Seacliff Specific Plan 4ALDEN & Technical Appendix W nssociArEs ' September, 1991 39 City of Huntington Beach with reclaimed water. The enclosed Exhibit 9 includes the line sizes and facilities within the Holly- , Seacliff project as referenced in the Boyle report, where applicable, along with additional smaller service lines which are required to serve the onsite project development. ' The demand calculations and network analyses calculations and diagrams for the Holly-Seacliff Reclaimed Water System are included in Section VI.C. of this appendix. The demand calculations presented for the Holly-Seacliff project are based upon average annual demands calculated from set demand coefficients accepted by the OCWD and the City of Huntington Beach,Public Works Department, Water Division. These accepted average demand ' coefficients are determined by applying an anticipated percentage for irrigation use to the domestic demand coefficients. The peak demands are then determined by applying both a peaking factor and a duration factor for time of operation. The peaking factor used was 2, the daytime duration factor was 15 hours, and the evening time duration factor was 8 hours. These demand calculations are summarized for each Planning Area and are presented in Section VI.C. Examples for determining the reclaimed water peak demands for both day and night hours are as follows: Assume residential land use (RE) and an area of 6 acres (Area I-1) :. Peak night demand = 6 AC X (1.2 ") 50% X 2 X s X 2 = 21.6 GPM(night) ' & Peak day demand = 6 AC X (1.2 2Pm) 5Q% X 2 X X � = 11.5 GPM(day) ' Network analyses calculations and diagrams for the Holy-Seacliff project have been made for 2 conditions: 1) Using the demands and pipe sizes for ultimate service to ALL of the potential City users as identified in the Boyle report (see diagram 1, Page 59 herein for this condition); and 2) Using the demands and pipe sizes required to serve ONLY the Holly-Seacliff area and Holly-Seacliff Specific Plan sSOCIATEs Technical Appendix September, 1991 40 32 acres of the linear park (see diagram 2, Page 60 herein for this condition). ' The two sets of analysis were performed so that a comparison could be made between the reclaimed water facilities required to serve ALL the potential ' users within this portion of the City and the facilities needed for ONLY the project development. 1 It is anticipated that developers will install the Green Acres Project reclaimed water facilities as suggested by the City of Huntington Beach per the Boyle report. However, developers are eligible for credit or ' reimbursement for all of the cost incurred for the installation of the 20" supply line within the project boundary and for all of the oversized mains ' which are required to serve ALL other reclaimed water users within the system as identified in this Technical Appendix. Such credit or ' reimbursement requests must be reviewed and approved by the Director of Public Works. I ' Holly-Seacliff Specific PlansSOCIATES Technical Appendix ' September, 1991 41 rt � °�-y ri��_:') r/'`f-.`. ��,a,, ,�., r { yr,-' L _.... \ �S I�i w• !\a�c{�a'.)IVL,II fq���y1,r[[IIi�l II, ,s'_ r To orNENR qPo ronuLur 8 003r1MmPROPOS ED TERMINAL RESERVOIR , QIORAE(EXACT LOCATION 8�Taw DETERMINED BYOTNER3. LEGEND . 10 I,•, ��:' r4�' �l .�� l.� -,[. �~j��y .5.� r /r./ � fe..,,. LAN! ,, - INDICATES HT OF W D CATES RIG AY `d` �'r :1 ii.. -7> .r " t " g a:x'�• ----— INDICATES PROJECT BOUNDARY f 7/ 1 2—— b 1 \ _rC 1� a `• z.a.0 ' INDICATES PROPOSE D RECLAIMED vIt C >Y WATER SUPPLY LIFE g'arl '� J �� �, :� .1 — < a r fi{;.t" `s _'��•Jt, � �` ;' :;Ff� y't 'e - ,�;,_ I�;G, ( g .,:...:. .�, �I",•�" I `,. _ ��5, _��71 � _ 3u'' /y-+L.a�l��'rr� ]'.� -, _ ,wi8k � ., '�'// i1' � J�F� r-\,\'•i P�� � a .�i` � � I ;.-,•.'1`L a -- _`�"b+ �� �( / ,;.I' -"'y fir! `` � ,d _, ., `_ II r Y } i mar �� i •Stir �„� •� :"s M .,y. `. ��. ,M � I. 1,•^ Tt ) \-7 t .. •"•-. a ` -' .S n ,.a-'L—+� Vill NOTE: , - •_: •,ai � RECLAIMED DISTRIBUTION SYSTEM TO BE PLIED BY DOMESTIC WATER UNT1L SUP RECLAIMED WATER IS AVAILABLE. :� j�...�t��1;•��' ~<�. pit`, `,. ��,h' =r /.,' � �t ;;y / f — 4a'$( TOPBEPNSTALLED K FLOW P ORS F REVENT ( J ` `ra , _ / / � `fit C .. i;.l r i'. a ' hr'�• tj 1 a ? I• / c✓ aa's f, H Y— FF i To sur �LONQ QDnuc _, OLL SEACU PROJECT a t r". f 5•. ,i y r ,�. _ t h qIe N ELOS ;. :•l" 9ETr1E9(E!1(3 a. q f RECLAIMED WATER USERS: ,��D. �AL• — — — PUBLIC OPEN SPACE t l � • { j LEQACK snl AREAS © COMMUNITY PARKS AYE70 R c '� ` a: �+�EA glos j 1 .. rL''" y /�rl a t ❑3 ARTERIAL STREET PARKWAYS AND 7f`s��_A=ewe�e�s MEDIAN ISLANDS ..� j l S ✓ r ~ MEIQ ti' i ♦ a <L'. Y S r� ,-rr� +��..8 J w►� F Cuy NO a '. s •P� A WITHIN THE LIMITS OF THE HOLLY—SEACLIFF IA6 > '." } 'l PROJECT.DEVEIDPERS ARE REQUIRED TOIIVSQILL jr ` `' R \ 1 �� j THE GREEN ACRES REL'LAIMEDWATER FACILITIES SUGGESTED BY•THE CITY OF HUNTINGTON BEACH PER THE BOYLE REPORT AND AS SHOWN HEREON.HOWEVER,DEVELOPERS ARE . � k _ L� ELIGIBLE FOR CREDIT OR REIMBU ALL OF THE COSTS INCURRED FOR ENT FOA 1 THE WS�1l.Lk r•� �7 p �. , I l _"! f TION OF THE 2W SUPPLY UNE WITHIN THE PROJECT BOUNDARY& FOR ALL OF THE OIVERSIZED r. J MAINS WHICH ARE REQUIRED TO SERVE ALL OTHER RECLAIMED WATER USERS WITHIN THE SYSTEM OUTSIDE OF THE PROJECT BOUNDARY, PPEd AS D DII ED IN THE SPECIFIC PLAN TECHNICAL ���.� '�i r �' : .� �!��\. --� •'-• �—.--ems.r h�r. I . YORKTONN AVENUE I j - r l y •. ! ' ` try .` " ... •l �� ✓� ` / / TO- J r/<� \ �tip/i W/ �.;. GRAPHIC SCALE ^ \NK v} yam. i� � %C: > �. �My-,: • s w r nae l \ \ (DIES) CITY OF HUNTING ON BEACH "` RECLAIMED WATER FACILITIES PLAN F 8LL'Y=3EACL0FF AREA 2LmE1o0F0C PLAH n S so=C~.am als,wrm CA Aeau (TW ooe-0iuo run Aeo—o�u OBO!-273-2 V 1 . B. EXHIBIT 9, PAGE 42 C. Demand Calculations and Network Analyses Demand Calculations: 1. Holly-Seacliff Area Specific Plan: PEAK DEMAND DEMAND AREA AREA LAND *AVERAGE AVERAGE NIGHT DAY 1 (ACRE) USE ANNUAL ANNUAL (GPM) (GPM) DEMAND DEMAND COEFFICIENT (GPM) (GPM/ACRE) AREA I I-1 6 RE 1.2 X 5096 3.6 21.6 11.5 I-2 26 RE 1.2 X 50016 15.6 93.6 49.8 I-3 16 RE 1.2 X 50% 9.6 57.6 30.7 I-ORen Space 16 OS 1.1 X 100% 17.6 105.6 56.2 SUBTOTAL 64 46.4 278.4 148.2 AREA II II-1 62 RL-2 1.2 X 509o' 37.2 223.2 118.8 II-2 40 RM 2.2 X 40% 35.2 211.2 112.4 II-3 34 RM 2.2 X 40010 29.9 179.4 95.5 II-4 9 RMH 2.7 X 30% 7.3 43.8 23.3 II-5 4 RMH 2.7 X 30016 3.2 19.2 10.2 II-6 4 RMH 2.7 X 301/6 3.2 19.2 10.2 II-7 6 RMH 2.7 X 30% 4.9 29.4 15.7 II-8 32 1 3.7 X 20% 23.7 142.2 75.7 SUBTOTAL 191 144.6 867.6 461.9 AREA III III-1 19 RM 2.2 X 4001b 16.7 100.2 53.3 III-2 109 RL-1 1.2 X 50% 65.4 392.4 208.9 III-3 11 RM 2.2 X 40% 9.7 58.2 31.0 III-4 10 RMH 2.7 X 30% 8.1 48.6 25.9 III-5 18 RM 2.2 X 4M 15.8 94.8 50.5 III-6 7 C 1.3 X 20% 1.8 10.8 5.75 III-7 12 RL-1 1.2 X 50% 7.2 43.2 23.0 III-Open Space 16 OS 1.1 X 100% 17.6 105.6 56.2 SUBTOTAL 202 142.4 854.4 454.9 AREA IV IV-1 16 RM 2.2 X 401/o 14.1 84.6 45.0 IV-2 8 RM 2.2 X 40010 7.0 42.0 22.4 IV-3 9 RM 2.2 X 4096 7.9 47.4 25.2 IV-4 53 MD 2.7 X 3010 42.9 257.4 137.0 IV-5 22 I 3.7 X 2011b 16.3 97.8 52.1 IV-6 4 C 1.3 X 20% 1.0 6.0 3.2 SUBTOTAL 89.2 535.2 284.9 TOTAL 422.6 2535.6 1350.0 * Average Annual Reclaimed Water Demand Coefficients listed are based on a percentage for anticipated irrigation use applied to the average annual demand coefficients for all domestic use per Table 3-8"Existing Demand Coefficients" on Page 3-10 of "The City of Huntington Beach Water System Master Plan", Boyle Engineering Corporation, June 1988. Boyle Engineering utilized these same percentages for irrigation use in their report for reclaimed water system for O.C.W.D. See page 45 herein. ' Holly-Seacliff Specific Plan ASSOCIATES Technical Appendix September, 1991 43 2. Ellis-GoldenwestSgecific Plan Area: PEAK DEMAND DEMAND AREA AREA LAND *ANNUAL AVERAGE NIGHT DAY (ACRE) USE DEMAND ANNUAL (GPM) (GPM) COEFFICIENT DEMAND (GPM/ACRE) (GPM) Southwest 56 RE 1.2 X 50% 33.6 201.6 107.3 Central 46 RE 1.2 x 50010 27.6 165.6 88.7 Southeast 55 RE 1.2 x 50% 33.0 198.0 105.4 SUBTOTAL 157 94.2 565.2 300.9 TOTAL 94.2 565.2 300.9 3. Offsite Area North of Area I-1: PEAK DEMAND DEMAND AREA AREA LAND *ANNUAL AVERAGE NIGHT DAY ' (ACRE) USE DEMAND ANNUAL (GPM) (GPM) COEFFICIENT DEMAND (GPM/ACRE) (GPM) Open Space 6.7 OS 1.1 X 100% 7.4 44.4 23.6 Residential 3.4 RE 1.2 x 50% 3.7 22.2 11.8 SUBTOTAL 10.1 11.1 66.6 35.5 1 TOTAL 11.1 66.6 35.5 GRAND TOTAL PEAK NIGHT DEMAND = 3170 GPM * Average Annual Reclaimed Water Demand Coefficients listed are based on a percentage for anticipated irrigation use applied to the average annual demand coefficients for all domestic use per Table 3-8"Existing Demand Coefficients" on Page 3-10 of "The City of Huntington Beach Water System Master Plan", Boyle Engineering Corporation, June 1988. Boyle Engineering utilized these same percentages for irrigation use in their report for reclaimed water system for O.C.W.D. See page 45 herein. ' Holly-Seacliff Specific Plan ssoci TES Technical Appendix Ivn September, 1991 44 REC LAIMED WATER LAND USE LEGEND AND DEMAND COEFFICIENTS 1 AVERAGE ANNUAL DEMAND LAND USE LEGEND COEFFICIENT (GPM/ACRE) RE Estate Residential 1.2 x 50% = 0.6 0-4 DU/AC RL-1 Low Density Residential 1 1.2 x 50016 = 0.6 4-7 DU/AC RL-2 Low Density Residential 2 1.2 x 50Vo = 0.6 4-7 DU/AC RM Medium Density Residential 2.2 x 40010 = 0.9 7-15 DU/AC ' RMH Medium-High Density Residential 2.7 x 30% = 0.8 15-25 DU/AC MD Mixed Development 2.7 x 3001b = 0.8 C Commercial 1.3 x 2096' = 0.3 I Industrial 3.7 x 20% = 0.7 OS Open Space 1.1 x 100% = 1.1 - Potential School Sites 0.026 GPM/Student fi Holly-Seacliff Specific Plan Technical Appendix AMEN & September, 1991 45 ASSOCIATES Network Analyses: . . . . . . . . . . . . . . . . W A L D E N & A S S O C I ATE S Civil Engineering - Land Surveying 18012 Cowan Suite 210 Irvine, California 92714 Telephone (714) 660-0110 r . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . HOLLY-SEACLIFF PROJECT NETWORK ANALYSIS ALL POTENTIAL CITY USERS PER BOYLE REPORT INFORMATION SUPPLY April 2, 1991 Number of pipes: 6 Flow unit of measure: GPM Number of junction nodes: 6 File name: SEAS1 Summary of Input Data --------------------- Pipe Data: Node Node Dia - Length H-W Minor Pump - FGN Pipe #1 #2 (in) (ft) Coeff Fact Type Grade ----------------------------------------------------------------------------- 71 0 71 24.0 13250.0 120.0 0.0 - 168.00 72 71 72 20.0 2750.0 120.0 0.0 - - 73 72 73 20.0 1650.0 120.0 0.0 - - ' 74 73 74 20.0 950.0 120.0 0.0 75 74 75 16.0 2700.0 120.0 0.0 76 75 76 16.0 950.0 120.0 0.0 - - Junction Node Data: Node-#--Demand-(GPM)--Elev-(ft)-----Connecting-Pipes ------------------------- 71 0.00 5.0 71 , 72 72 0.00 65.0 72, 73 73 0.00 72.0 73, 74 74 0.00 72.0 74, 75 75 0.00 60.0 75, 76 76 5200.00 0. 1 76 46 Simulation Results ------------------ Number of trials: i Convergence : 0.0000 ----------------------------------------------------------------------------- Nodes Dia Length Flow Vel Losses ( ft) Pump Hd Loss Pipe (0--- (in) (ft) (GPM) (fps) Head Minor Head /1000 ft ------------------------------------------------------=---------------------- ----------------------------------------------------------------------------- 71 0 71 24.0 13250.0 5200.00 3.69 28.23 0.00 - 2. 13 72 71 72 20.0 . 27.5.0.-0-.. 5200.00__ 5.3.1.__.. 1.4.24- 0.00, . - SAS_ 73 72 73 20.0 1650.0 5200.00 5.31 8.54 0.00 - 5. 18 74 73 74 20.0 950.0 5200.00 5.31 4.92 0.00 - 5. 18 75 74 75 16.0 2700.0 5200.00 8.30 41 .44 0.00 15.35 76 75 76 16.0 950.0 5200.00 8.30 14.58 0.00 15.35 Node # Elev (ft) Demand (GPM) Press (psi ) Head (ft) Hydr Grade (ft) ==71---------5.00 -___=-=--0.00 58.40 134.77 139.77 72 65.00 0.00 26.23 60.53 1,25.53 73 72.00 0.00 19.49 44.99 116.99 74 72.00 0.00 17.36 40.07 112.07 75 60.00 0.00 4.60 10.62 70.62 76 0. 10 5200.00 24.24 55.94 56.04 ------------------------ Summary of inflows (+) and outflows (-) : Pipe # Flow (GPM) 71 - - 5200.00+ Net system demand: 5200 GPM Maximum-Minimum Summary: ----------------------------------------------------------------------------- ' Pipe #----Vel-(fps)----------Pipe-#---HL/1000-ft----------Node-#--Press-(psi ) 75 8.30 75 15.35 71 58.40 76 6.30 76 15.35 72 26.23 72 5.31 72 5. 18 76 24.24 ----------------- ----------------- ----------------- 73 5.31 73 5. 18 73 19.49 72 5.31 72 5. 18 74 17.36 71 3.69 71 2. 13 75 4.60 NOTE: 'HL/1000 ft' does NOT include Minor Losses; and Pipes with zero flow are not included under Minimum 'Vel (fps) ' . 47 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W A L D E N & A S S O C I ATE S Civil Engineering - Land Surveying 18012 Cowan Suite 210 Irvine, California 92714 . •Telephone (714) 660-0110 . . . . . . . . . . . . . . . . . . . . . . . . . . HOLLY-SEACLIFF PROJECT NETWORK ANALYSIS ALL POTENTIAL CITY USERS PER BOYLE REPORT INFORMATION DEMAND April 19, 1991 Number of pipes: 41 Flow unit of measure: GPM Number of junction nodes: 33 File name: SEADMI Summary ofInputData - - - Pipe Data: Node Node Dia Length H-W Minor Pump FGN Pipe #1 #2 (in) (ft) Coeff Fact Type Grade 2 0 2 20.0 550.0 120.0 0.0 - 290.00 3 2 3 8.0 700.0 120.0 0.0 - - 4 3 4 6.0 1250.0 120.0 0.0 5 4 5 6.0 700.0 120.0 0.0 6 5 6 6.0 700.0 120.0 0.0 - - 7 6 7 6.0 800.0 120.0 0.0 - - 8 7 8 6.0 1200.0 120.0 0.0 9 8 9 6.0 700.0 120.0 0.0 10 9 10 6.0 500.0 120.0 0.0 - - 1 11 10 11 6.0 1550.0 120.0 0.0 12 11 12 8.0 600.0 120.0 0.0 13 it 13 8.0 1230.0 120.0 0.0 - - 14 12 14 20.0 1315.0 120.0 0.0 - _ 15 4 15 6.0 2080.0 120.0 0.0 16 3 15 8.0 2000.0 120.0 0.0 17 14 15 8.0 950.0 120.0 0.0 - - 18 13 14 6.0 750.0 120.0 0.0 19 13 16 8.0 1680.0 120.0 0.0 20 16 17 8.0 500.0 120.0 0.0 - - 21 17 18 6.0 750.0 120.0 0.0 - _ 22 17 19 8.0 680.0 120.0 0.0 23 19 20 8.0 670.0 120.0 0.0 24 20 21 8.0 2580.0 120.0 0.0 - - 25 21 22 8.0 950.0 120.0 0.0 26 22 2 8.0 1970.0 120.0 0.0 27 2 18 20.0 2640.0 120.0 0.0 - - 48 i 28 9 12 16.0 1248.0 120.0 0.0 - 29 14 18 20.0 1340.0 120.0 0.0 - - 30 5 23 6.0 300.0 120.0 0.0 = _ 31 9 24 16.0 300.0 120.0 0.0 32 11 25 8.0 600.0 120.0 0.0 33 21 26 6.0 300.0 120.0 0.0 - - ' 35 25 28 8.0 2350.0 120.0 0.0 _ - 48 0 50 16.0 1300.0 120.0 0.0 290.00 50 50 52 16.0 2100.0 120.0 0.0 - - 52 52 54 12.0 4650.0 120.0 0.0 - _ 54 54 56 12.0 7450.0 120.0 0.0 56 56 58 12.0 3200.0 120.0 0.0 58 58 60 12.0 1300.0 120.0 0.0 - - 60 60 62 12.0 9600.0 120.0 0.0 62 62 24 16.0 952.0 120.0 0.0 Junction Node Data: Node # Demand (GPM) Elev (ft) Connecting Pipes 2 0.00 61.0 2 3 26 27 3 0.00 64.0 3, 4, 16 4 0.00 53.0 4, 5, 15 5 0.00 70.0 5, 6, 30 6 0.00 71 .0 6, 7 7 172.80 58.0 7, 8 ' 8 0.00 59.0 8, 9 9 1258.80 41 .0 9, 10, 28, 31 10 0.00 49.0 10, 11 ' 11 0.00 80.0 11 , 12, 13, 32 12 0.00 79.0 12, 14, 28 13 0.00 73.0 13, 18, 19 14 0.00 69.0 14, 17, 18, 29 15 565.20 60.0 15, 16, 17 16 0.00 105.0 19, 20 17 0.00 85.0 20, 21 , 22 18 0.00 70.0 21 , 27, 29 19 535.20 78.0 22, 23 20 0.00 70.0 23, 24 21 0.00 50.0 24, 25, 33 22 0.00 31.0 25, 26 23 66.60 65.0 30 24 211 .20 15.0 319 62 ' 25 748.80 74.0 32, 35 26 867.60 47.0 33 28 558.00 35.0 35 50 1080.00 42.0 48, 50 52 744.00 1 .0 50, 52 54 276.00 12.0 52, 54 56 648.00 5.0 54, 56 58 0.00 32.0 56, 58 60 1680.00 48.0 58, 60 62 186.00 5.0 60, 62 49 i i ' Simulation Results ------------------ ' Number of trials: 5 Convergence : 0.0019 ----------------------------------------------------------------------------- ' Nodes Dia . Length Flow Vel Losses (ft) Pump Hd Loss Pipe (0--->) (in) (ft) (GPM) (fps) Head Minor Head /1000 ft ---------------------- 2 0 2 20.0 550.0 6355.96 6.49 4. 13 0.00 _ 7.51 3 2 3 8.0 700.0 714.61 4.56 7.96 0.00 11.37 4 3 4 6.0 1250.0 268.53 3.05 9.42 0.00 - 7.53 5 4 5 6.0 700.0 252. 15 2.86 4.69 0.00 - 6.71 ' 6 5 6 6.0 700.0 185.55 2.11 2.66 0.00 - 3.80 --BQ_00_ ._�5„�� 2 1 �_0.4 _-Q.00 - 3•gSL__ 8 7 8 6.0 1200.0 12.75 0.14 0.03 0.00 - 0.03 9 8 9 6.0 700.0 12.75 0. 14 0.02 0.00 _ 0.03 10 9 10 6.0 500.0 127.04 1 .44 0.94 0.00 1 .88 11 10 11 6.0 1550.0 127.04 1 .44 2.92 0.00 - 1 .88 12 12 it 8.0 600.0 905.87 5.78 10.59 0.00 - 17.64 13 13 11 6.0 1230.0 273.89 1 .75 2.37 0.00 _ 1.93 14 14 12 20.0 1315.0 3861.91 3.94 3.92 0.00 2.98 15 4 15 6.0 2080.0 16.38 0. 19 0.09 0.00 - 0.04 16 3 15 8.0 2000.0 446.08 2.85 9.50 0.00 _ 4.75 17 14 15 8.0 950.0 102.74 0.66 0.30 0.00 0.31 18 14 13 6.0 750.0 405.86 4.61 12.14 0.00 - 16.19 ' 19 13 16 8.0 1680.0 131 .97 0.84 0.84 0.00 - 0.50 20 16 17 8.0 500.0 131 .97 0.84 0.25 0.00 0.50 21 18 17 6.0 750.0 505.83 5.74 18.26 0.00 24.34 22 17 19 8.0 680.0 637.80 4.07 6.26 0.00 - 9.21 ' 23 19 20 8.0 670.0 102.60 0.65 0.21 0.00 _ 0.31 24 20 21 8.0 2580.0 102.60 0.65 0.81 0.00 0.31 25 22 21 8.0 950.0 765.00 4.88 12.26 0.00 - 12.90 26 2 22 8.0 1970.0 765.00 4.88 25.41 0.00 _ 12.90 27 2 18 20.0 2640.0 4876.34 4.98 12. 14 0.00 4.60 28 12 9 16.0 1248.0 2956.04 4.72 6.73 0.00 - 5.39 29 18 14 20.0 1340.0 4370.51 4.46 5.03 0.00 - 3.75 30 5 23 6.0 300.0 66.60 0.76 0.17 0.00 _ 0.57 31 9 24 16.0 300.0 1582.96 2.53 0.51 0.00 1 .70 32 11 25 8.0 600.0 1306.80 8.34 20.87 0.00 - 34.78 33 21 26 6.0 300.0 867.60 9.84 19.83 0.00 _ 66.11 35 25 28 8.0 2350.0 558.00 3.56 16.90 0.00 7.19 48 0 50 16.0 1300.0 3242.24 5. 17 6.32 0.00 - 6.40 50 50 52 16.0 2100.0 2162.24 3.45 6.35 0.00 - 3.02 52 52 54 12.0 4650.0 1418.24 4.02 26. 12 0.00 _ 5.62 54 54 56 12.0 7450.0 1142.24 3.24 28.03 0.00 3.76 56 56 58 12.0 3200.0 494.24 1 .40 2.55 0.00 - 0.80 58 58 60 12.0 1300.0 494.24 1 .40 1 .04 0.00 _ 0.80 60 62 60 12.0 9600.0 1185.76 3.36 38.71 0.00 4.03 62 24 62 16.0 952.0 1371 .76 2. 19 1 .24 0.00 - 1 .30 50 Mode # Elev (ft) Demand (GPM) Press (psi) Head (ft) Hydr Grade (ft) 2 61.00 0.00 97.44 224.87 285.87 3 64.00 0.00 92.69 213.91 277.91 ' 4 53.00 0.00 93.38 215.49 268.49 5 70.00 0.00 83.98 193.80 263.80 6 71 .00 0.00 82.39 190. 14 261. 14 7 58.00 172.80 86.71 260. 10 258. 10 8 59.00 0.00 86.26 199.07 258.07 9 41.00 1258.80 94.06 217.05 258.05 10 49.00 0.00 90. 18 208.12 257.12 ' 11 80.00 0.00 75.48 174.20 254.20 12 79.00 0.00 80.50 185.78 264.78 13 73.00 0.00 79.54 183.56 256.56 14 69.00 0.00 86.54 199.71 268.71 15 60.00 565.20 90.31 208.41 268.41 16 105.00 0.00 65.32 150.73 255.73 17 85.00 0.00 73.87 170.48 255.48 18 70.00 0.00 88.28 203.73 273.73 19 78.00 535.20 74.19 171.21 249.21 20 70.00 0.00 77.57 179.01 249.01 21 50.00 0.00 85.89 198.20 248.20 22 31.00 0.00 99.43 229.46 260.46 23 65.00 66.60 86.07 198.63 263.63 24 15.00 211 .20 105.10 242.54 257.54 ' 25 74.00 748.80 69.04 159.33 233.33 26 47.00 867.60 78.59 181 .37 228.37 28 35.00 S58.00 78.62 181 .43 216.43 50 42.00 1080.00 103.86 239.68 281.68 52 1.00 744.00 118.88 274.33 275.33 54 12.00 276.00 102.79 237.21 249.21 56 5.00 648.00 93.68 216.18 221 .18 58 32.00 0.00 80.87 186.63 218.63 60 48.00 1680.00 73.49 169.59 217.59 62 5.00 186.00 108.90 251 .30 256.30 51 Summary of inflows (+) and outflows (-) : Pipe-#--------Flow-(GPM) 2 6355.95+ 48 3242.24+ Net system demand: 9598.2 GPM Maximum-Minimum Summary Pipe # Vel (fps) Pipe # HL/1000 ft Node # Press (psi) ----------------------------------------------------------------------------- 33 9.84 33 66.11 52 118.88 32 8.34 32 34.78 62 108.90 2 6.49 21 24.34 24 105. 10 ' -- ----------------- ----------------- -- ----------- 15 0. 19-- 15 0.04 60 73.49 9 0.14 9 0.03 25 69.04 8 0. 14 8 0.03 16 65.32 NOTE: 'HL/1000 ft' does NOT include Minor Losses; and Pipes with zero flow are not included under Minimum 'Vel (fps) ' . 52 ' W*A*L'D'E•N' .&' A S S 0 C I A T E S Civil Engineering - Land Surveying 18012 Cowan Suite 210 Irvine, California 92714 Telephone (714) 660-0110 HOLLY-SEACLIFF PROJECT NETWORK ANALYSIS ONLY THE HOLLY-SEACLIFF AREA AND 32 LINEAR PARK ACRES SUPPLY April 2, 1991 Number of pipes: 6 Flow unit-of measure: GPM Number of junction nodes: 6 File name: SEASUP Summary of Input Data --------------------- Pipe Data: ----------------------------------------------------------------------------- Node Node Dia Length H-W Minor Pump FGN Pipe #1 #2 (in) (ft) Coeff Fact Type Grade ----------------------------------------------------------------------------- ----------------------------------------------------------------------------- ' 71 0 71 16.0 13250.0 120.0 0.0 _ 168.00 72 71 72 12.0 2750.0 120.0 0.0 73 72 73 12.0 1650.0 120.0 0.0 - - 74 73 74 12.0 950.0 120.0 0.0 - _ 75 74 75 12.0 2700.0 120.0 0.0 76 75 76 8.0 950.0 120.0 0.0 rJunction Node Data: ----------------------------------------------------------------------------- ----------------------------------------------------------------------------- ' Node-#--Demand-(GPM)--Elev-(ft)-----Connecting-Pipes ------------------------- 71 0.00 5.0 71 , 72 72 0.00 65.0 72, 73 73 0.00 72.0 73, 74 74 0.00 72.0 74, 75 75 0.00 60.0 75, 76 76 1690.00 0. 1 76 r r53 1 Simulation-Results Number of trials: 1 Convergence===0.0000_________________________________________________________ Nodes Dia Length Flow Vel Losses (ft) Pump Hd Loss Pipe ---(0--->)--( in)---(ft)----(GPM)---(fps)---Head ----Minor ---Head --/1000-ft 71 0 71 16.0 13250.0 1690.00 2.70 25.37 0.00 - 1 .91 .72 71 72 12.0 27.50.0 1690.00 4.79 21 .37 0.00 - 7.77... ._ 73 72 73 12.0 1650.0 1690.00 4.79 12.82 0.00 7.77 74 73 74 12.0 950.0 1690.00 4.79 7.38 0.00 7.77 75 74 75 12.0 2700.0 1690.00 4.79 20.99 0.00 - 7.77 76 75 76 8.0 950.0 1690.00 10.79 53. 19 0.00 - 55.99 Node # Elev (ft) Demand (GPM) Press (psi ) Head (ft) Hydr Grade (ft) 71 5.00 0.00 59.64 137.63 142.63 ' 72 65.00 0.00 24.38 56.26 121 .26 73 72.00 0.00 15.79 36.43 108.43 74 72.00 0.00 12.59 29.05 101 .05 75 60.00 0.00 8.69 20.06 80.06 76 0.10 1690.00 11 .60 26.77 26.87 Summary of inflows (+) and outflows (-) : Pipe # - Flow (GPM) ' 71 1690.00+ Net system demand: 1690 GPM ' Maximum-Minimum Summary: Pipe # Vel (fps) Pipe # HL/1000 ft Node # Press (psi ) 76 10.79 76 55.99 71 59.64 72 4.79 73 7.77 72 24.38 73 4.79 74 7.77 73 15.79 73 4.79 75 7.77 74 12.59 72 4.79 72 7.77 76 11 .60 71 2.70 71 1 .91 75 8.69 NOTE: 'HL/1000 ft' does NOT include Minor Losses; and Pipes with zero flow are not included under Minimum 'Vel (fps) ' . 54 WAL'D*E'N' *& ASSOC I ATES Civil Engineering - Land Surveying 18012 Cowan Suite 210 Irvine, California 92714 Telephone (714) 660-0110 HOLLY-SEACLIFF PROJECT NETWORK ANALYSIS ONLY THE HOLLY-SEACLIFF AREA AND 32 LINEAR PARK ACRES DEMAND April 2, 1991 Number of pipes: 32 Flow unit of measure: GPM Number of ,function nodes: 25 File name: SEADEM Summary of Input Data Pipe Data: --------------------- Node Node Dia Length H-W Minor Pump - FGN Pipe #1 ##2 ( in) (ft) Coeff Fact Type Grade 2 0 2 12.0 550.0 120.0 0.0 _ 290.00 3 2 3 8.0 700.0 120.0 0.0 4 3 4 6.0 1250.0 120.0 0.0 - - 5 4 5 6.0 700.0 120.0 0.0 - - 6 5 6 6.0 700.0 120.0 0.0 7 6 7 6.0 800.0 120.0 0.0 8 7 8 6.0 1200.0 120.0 0.0 - - 9 8 9 6.0 700.0 120.0 0.0 10 9 10 6.0 500.0 120.0 0.0 11 10 it 6.0 1550.0 120.0 0.0 - - ' 12 11 12 8.0 600.0 120.0 0.0 - _ 13 11 13 8.0 1230.0 120.0 0.0 14 12 14 8.0 1315.0 120.0 0.0 15 4 15 6.0 2080.0 120.0 0.0 - - 16 3 15 8.0 2000.0 120.0 0.0 17 14 15 8.0 950.0 120.0 0.0 18 13 14 6.0 750.0 120.0 0.0 - - 19 13 16 8.0 1680.0 120.0 0.0 - _ 20 16 17 8.0 500.0 120.0 0.0 21 17 18 6.0 750.0 120.0 0.0 22 17 19 8.0 680.0 120.0 0.0 - - 23 19 20 8.0 670.0 120.0 0.0 24 20 21 8.0 2580.0 120.0 0.0 25 21 22 8.0 950.0 120.0 0.0 - - 26 22 2 8.0 1970.0 120.0 0.0 27 2 18 8.0 2640.0 120.0 0.0 28 9 12 6.0 1248.0 120.0 0.0 - - 29 14 18 6.0 1340.0 120.0 0.0 - - 30 5 23 6.0 300.0 120.0 0.0 31 9 24 6.0 300.0 120.0 0.0 32 11 25 8.0 600.0 120.0 0.0 - - 33 21 26 6.0 300.0 120.0 0.0 - - 55 Junction Node Data: Node_# Demand_(GPM) Elev_(ft) Connecting_Pipes _`___________________'__' 2 0.00 61 .0 2, 3, 26, 27 ' 3 0.00 64.0 3, 4, 16 4 0.00 53.0 4, 5, 15 5 0.00 70.0 5, 6, 30 ' 6 0.00 71 .0 6, 7 7 172.80 58.0 7, 8 8 0.00 59.0 8, 9 9 0.00 41 .0 9, 10, 28, 31 10 0.00 49.0 10, 11 11 0.00 80.0 11 , 12, 13, 32 12 0.00 79.0 12, 14, 28 ' 13 0.00 73.0 13, 18, 19 14 0.00 69.0 14, 17, 18, 29 15 565.20 60.0 15, 16, 17 16 0.00 105.0 19, 20 ' 17 0.00 85.0 20, 21 , 22 18 0.00 70.0 21 , 27, 29 19 535.20 78.0 22, 23 20 0.00 70.0 23, 24 21 0.00 50.0 24, 25, 33 22 0.00 31 .0 25, 26 ' 23 66.60 65.0 30 24 211 .20 15.0 31 25 748.80 74.0 32 26 867.60 47.0 33 56 Simulation Results Number of trials: 7 Convergence : 0.0028 ----------------------------------------------------------------------------- ----------------------------------------------------------------------------- Nodes Dia Length Flow Vel Losses ( ft) Pump Hd Loss Pipe ---(0 >)--(in)---(ft)----(GPM)---(fps)-- Head ----Minor ---Head- /1000-ft 2 0 2 12.0 550.0 3167.40 8.98 13.68 0.00 - 24.88 3 2 3 8.0 700.0 1294.30 8.26 23.91 0.00 _ 34. 16 4 3 4 6.0 1250.0 459.47 5.21 25.46 0.00 20.37 5 4 5 6.0 700.0 316.63 3.59 7. 16 0.00 - 10.22 6 5 6 6.0 700.0 250.03 2.84 4.62 0.00 - 6.60 7 6 7 6.0 800.0 250.03 2.84 5.28 0.00 6.60 8 7 8 6.0 1200.0 77.23 0.88 0.90 0.00 0.75 9 8 9 6.0 700.0 77.23 0.88 0.52 0.00 - 0.75 10 10. 9 6.0 500.0 13.74 0. 16 0.02 0.00 _ 0.03 11 11 10 6.0 1550.0 13.74 0. 16 0.05 0.00 0.03 12 12 11 8.0 600.0 375. 18 2.39 2.07 0.00 - 3.45 13 13 11 8.0 1230.0 387.36 2.47 4.50 0.00 - 3.66 14 14 12 8.0 1315.0 495.41 3. 16 7.59 0.00 5.77 15 4 15 6.0 2080.0 142.84 1 .62 4.87 0.00 2.34 16 3 15 8.0 2000.0 834.83 5.33 30.33 0.00 - 15.17 17 15 14 8.0 950.0 412.47 2.63 3.90 0.00 _ 4. 11 18 14 13 6.0 750.0 255.58 2.90 5. 16 0.00 6.87 19 16 13 8.0 1680.0 131 .78 0.84 0.83 0.00 - 0.50 20 17 16 8.0 500.0 131 .78 0.84 0.25 0.00 0.50 21 18 17 6.0 750.0 525.27 5.96 19.58 0.00 26. 10 22 17 19 8.0 680.0 393.48 2.51 2.56 0.00 - 3.77 23 20 19 8.0 670.0 141 .72 0.90 0.38 0.00 - 0.57 24 21 20 8.0 2580.0 141 .72 0.90 1 .47 0.00 _ 0.57 25 22 21 8.0 950.0 1009.32 6.44 20.48 0.00 21 .55 26 2 22 8.0 1970.0 1009.32 6.44 42.46 0.00 - 21.55 27 2 18 8.0 2640.0 863.78 5.51 42.65 0.00 _ 16.15 28 12 9 6.0 1248.0 120.24 1 .36 2.12 0.00 1.70 29 18 14 6.0 1340.0 338.52 3.84 15.50 0.00 - 11 .57 30 5 23 6.0 300.0 66.60 0.76 0. 17 0.00 - 0.57 31 9 24 6.0 300.0 211 .20 2.40 1 .45 0.00 _ 4.83 32 11 25 8.0 600.0 748.80 4.78 7.44 0.00 12.40 33 21 26 6.0 300.0 867.60 9.84 19.83 0.00 - 66.11 r 57 ----------------------------------------------------------------------------- ----------------------------------------------------------------------------- Node # Elev (ft) Demand (GPM) Press (psi ) Head (ft) Hydr Grade ( ft) ===2--------61 00----------0.00---------93.30--------215 32--------276.32--== 3 64.00 0.00 81 .64 188.40 252.40 4 53.00 0.00 75.37 173.94 226.94 5 70.00 0.00 64.91 149.78 219.78 6 71 .00 0.00 62.47 144. 16 215. 16 ' 7 58.00 172.80 65.82 151 .88 209.88 8 59.00 0.00 64.99 149.98 208.98 9 41 .00 0.00 72.56 167.46 208.46 10 49.00 0.00 69. 10 159.46 208.46 ' 11 80.00 0.00 55.69 128.51 208.51 12 79.00 0.00 57.02 131 .58 210.58 13 73.00 0.00 60.67 140.01 213.01 ' 14 69.00 0.00 64.64 149. 17 218. 17 15 60.00 565.20 70.23 162.07 222.07 16 105.00 0.00 47. 17 108.84 213.84 17 85.00 0.00 55.94 129.09 214.09 ' 18 70.00 0.00 70.92 163.67 233.67 19 78.00 535.20 57.86 133.53 211.53 20 70.00 0.00 61.50 141 .91 211.91 21 50.00 0.00 70.80 163.38 213.38 22 31 .00 0.00 87.90 202.86 233.86 23 65.00 66.60 67.00 154.61 219.61 24 15.00 211 .20 83.20 192.01 207.01 25 74.00 748.80 55.06 127.07 201 .07 26 47.00 867.60 63.50 146.54 193.54 Summary of inflows ( ) and outflows (-) . Pipe # Flow (GPM) Net system demand: 3167.4 GPM ' Maximum-Minimum Summary: ' Pipe-#----Vel-(fps)----------Pipe-#---HL/1000-ft----------Node #--Press-(psi ) 33 9.84 33 66. 11 2 93.30 2 8.98 3 34. 16 22 87.90 ' 3 ---- ----------------- ----------- 30 0.76 19 0.50 11 55.69 ' it 0. 16 11 0.03 25 55.06 10 0. 16 10 0.03 16 47. 17 NOTE: 'HL/1000 ft' does NOT include Minor Losses; and Pipes with zero flow are not included under Minimum 'Vel (fps) ' . ' 58 WARNER AVENUE 58 56 56 54 54 12„ LEGEND: �Wasok � ® INDICATES NODE NUMBER C>�' 1 CORRESPONDING TO CALCULATIONS to �� 52 ® INDICATES PIPE NUMBER 16" CORRESPONDING TO CALCULATIONS c� r V Ow ew e1 Q�t� Iir CNDICATES PIPE SIZE CORRESPONDING TO CALCULATIONS' = 60, 16" t� d� 50 � 16" Go 1 16" 20" 9598.19 GPM SULLY- , 6e8 20» 0 DEMAND MILLER (,+p LAKE 20r 75 SUPPLY" 23 30 5 5 4 4 3 3 2 16 26 22 EWS AVENUE h o 7 7 " 6 (o T SUPPLY UNE 2 1 � GQ;01K 1�L FROM GAP 6" 616 v& QP¢ TO SULLY— $ �' 62 GQa, 00 N 0 MILLER LAKE 26 Q� M 15 9 24 8 � , 11225A8N.8 GPM NO SCALE 9 = 20" 20" 20" 20" 20" 24" 24" Uu- UNEAR 2g 12 14 14 29 18 74 74 3 73 7 72 1 71 0 10 b'" 8" GARFIEL.D AVENUE N _ 2� WARD STREET ' 8" N 8" 8" g. 1�0 NEC ON ' 11 13 8„ 13 8" 17 22 19 23 20 04 M N l 48 8 G G 25 19 16 g' 111 8" • �� ALDEN & CIVIL ENGINEERS �. SSOCIATES '"D wwm0us 28 18012 COWAN. SUITE 210, IRVINE, CA 92714 �V (714) ON-0110 FAR 660-0418 HOLLY-SEACLIFF PROJECT NETWORK ANALYSIS - ALL POTENTIAL CITY USERS PER BOYLE REPORT INFORMATION ' DIAGRAM I, PAGE 59 LEGEND: ' © INDICATES NODE NUMBER CORRESPONDING CALCULATIONS ® INDICATES PIPE NUMBER CORRESPONDING TO CALCULATIONS IT INDICATES PIPE SIZE CORRESPONDING TO CALCULATIONS 1r 3167.4 GPM SULLY- 1 r 0 DEMAND MILLER Niti� N 1 r 75 1 SUPPLY LAKE IT / 23 30 5 5 4 4 3 3 2 6 2 �) EWS AVENUE / 7 7 6 ( SUPPLY LINE' �'Q A FROM GAP 21 �16 % TO SULLY— 3 ' MILLER LAKE 26 11� Qs- �Z GpM 15 2 8 4 �SGi a NO SCALE s" s 12zr 1r 1r 1r 1r 16" le 12 14 ELD 14 A 29 18 74 74 3 3 7 72 1 71 0 E 10 N Go1 r STREET do CONNECTION 8" 8" 8' 8" TO GAP ' �� 11 8" 13 13 8" 1 19 23 20 M O �•2 GA '�8 ,NG 25 8" 19 16 8" � � � CIVIL ENGINEERS ALDEN & PLANNERS SSOCIATES LANDmmmORs ' 18012 COWAN. SUITE 210. IRVINE. CA 92714 (714) 660-0110 FAR: 860-0418 r HOLLY-SEACLIFF PROJECT NETWORK ANALYSIS - ONLY THE HOLLY-SEACLIFF AREA AND 32 LINEAR PARK ACRES DIAGRAM 2, PAGE 60 VII. STORM DRAIN FACILITIES A. Design Criteria The hydrologic analyses presented in this Appendix were performed according to the Orange County Environmental Management Agency(O.C.E.M.A.) 1986 Rational Method procedures. The geology, soils, and land use information were used per the O.C.E.M.A. 1986 Hydrology Manual, and a 25 year frequency storm was analyzed. The study area is comprised of four (4) major tributary areas located in the central portion of the City of Huntington Beach. The proposed land uses within this study area consist of various residential densities with some commercial, industrial and open space uses as shown on the General Development Plan, Exhibit 1, Page 4. The pervious area fraction and ' effective pervious area loss rates for each land use within the study area are per the O.C.E.M.A. 1986 Hydrology Manual Figure C-4. The soils maps from the O.C.E.M.A. Manual indicate that the study area rconsists of soils group "D". This soil type designates the effects of infiltration caused by soil surface characteristics. The 25 year storm event analysis was made for the Holly-Seacliff Specific ' Plan area.' Natural storm runoff from the study area is very erratic with almost no flow for several months during the dry season. Low flow runoff ' due to development is considered minimal and therefore was not considered a factor when analyzing the 25 year frequency storm event. As noted earlier above, the Holly-Seacliff study area consisted of four (4) tributary areas. This study area also included other "offsite" areas contributing to the "onsite" storm drain systems. The first major tributary area consists of flows collected from the northwest and central portions of rHolly-Seacliff Specific Plan ALDEN & Technical Appendix SSOCIATES September, 1991 61 the project(primarily the west portion of Ellis-Goldenwest Specific Plan area tand the northeast portion of Planning Area I). The flows from these areas are conveyed primarily in an underground storm drain system, transported north, outletted into an open swale, transported north under Ellis Avenue in a multiple pipe culvert, and then drain northerly in swales beyond the project limits to Huntington Central Park. The total 25 year runoff from this area was calculated to be 138 cfs. The storm drain runoff for a small, far west, ' portion of Planning Area I drains westerly into the Bolsa Chica area. Reference is made to the Hydrology Plan, Exhibit 11, Page 72 for this ' tributary boundary identification. ' The second primary tributary area consists of flows collected from the northeast portion of the project which ultimately cross under Ellis Avenue to the north and outlet into Sully-Miller Lake (primarily the east portion of the Ellis-Goldenwest Specific Plan area, the majority of Planning Area II, the northeast portion of Planning Area III, a west portion of Planning Area IV and approximately 210 acres of developed offsite property to the northeast of the rproject). Reference is again made to the Hydrology Plan for this tributary boundary identification. The analysis for this tributary area identified the rneed for storm drain conduits throughout the area as a means to improve drainage to accommodate project development. The total 25 year runoff from this tributary area ultimately draining into Sully-Miller Lake was determined to be 773 cfs. This runoff is slightly larger than the runoff calculated in the G.P.A./EIR No. 89-1 due to two factors. The first is that subsequent to the City's adoption of the G.P.A./EIR, the City has revised the recently installed Garfield storm ' drain system criteria. Originally, a small portion of the Holly Property (Planning Area II) was to drain south into the Garfield line. However, due to the lack of this system's capacity much further down stream, this tributary area within the Holly Property is now to be redirected in an underground storm drain system to the north and is to cross under the realigned Gothard rHolly-Seacliff Specific Plan ALDEN & Technical Appendix sSOCIATES September, 1991 62 Street along with the flows addressed in the G.P.A./EIR. This slight addition of runoff through the Holly Property system makes no significant change in the discussion, exhibits or impacts as addressed in the G.P.A./EIR. Secondly, ' also following the adoption of the G.P.A./EIR, a viable alternative to the open channel drainage through the Holly Property was analyzed. This current alternative assumed underground conduits within the existing swales to transport the collected runoff flows ultimately to Sully-Miller Lake as shown ron the enclosed Hydrology Plan Exhibit. The ground above the conduits should be graded in an open swale configuration so as to accommodate local adjacent runoff and to convey the additional flows of the 100 year storm. Although the underground conduit system results in slightly larger runoff rflows, this current alternative poses no additional significant impacts to the environment from what was demonstrated in the G.P.A./EIR. Sully-Miller Lake is the disposal point for the runoff of this second primary ' tributary area. This disposal point was analyzed in more detail for both the 100 year storm frequency and the Probable Maximum Precipitation event. ' Reference is made to Sections VII. B., C. and F. for the Sully-Miller Lake Study. The third primary tributary area consists of flows collected in the westerly and southwesterly portion of the site. The westerly draining areas discharge through designated Open Space areas and existing drainage courses to the ' lower lying Bolsa Chica area. With proper outlet protection from man-made facilities, there does not appear to be any significant drainage impacts from these areas due to the slight increase in discharge from the project development. The southwesterly draining areas all discharge through the ' Seacliff Golf Course. These discharges all pass through an existing detention basin at the downstream end of the golf course which was designed to accommodate flows from this project development. The fourth primary drainage area consists of flows leaving the project area ' Holly-Seacliff Specific Plan A%"ALDEN & Technical Appendix SSOCIATES September, 1991 63 to the east and southeast portion of the site. The easterly discharges consist primarily of surface flows draining onto Garfield Avenue. The proposed flows onto Garfield Avenue have been included in the City's design of the recently ' constructed 42" Garfield storm drain line. The remaining flows from this area of the project drain southeasterly onto Main Street, Yorktown Avenue, and Clay Avenue. The proposed project areas draining southeasterly have the same (or similar) land uses as those used when the existing downstream storm ' drain systems were designed and constructed and should not adversely impact the downstream conditions. Each of the four (4) major tributary areas discussed above are shown on the Hydrology Plan Exhibit and the appropriate Rational Method calculations for the 25 year storm event can be found in Sections VII, D. and F. respectively. Although the runoff from these four (4) major tributary areas, due to development, does not appear to significantly impact the environment,proper outlet facilities must be designed and constructed as required to reduce what impacts may occur. Although the runoff rates, as calculated, appear to be within a range to be accommodated by the existing downstream storm drain systems, impacts to these existing systems may occur based upon the ' adoption of the new 1986 hydrology procedures by the County of Orange. It has been experienced that by using the new hydrology method, flows for a 25 year frequency storm(assuming all field characteristics remain the same) are increased by 15-40% over what was determined by using the old hydrology ' method. Further detailed studies should be completed prior to specific development to determine actual capacities of downstream systems. Dependent on the methods utilized to design the existing downstream systems, the increase of design runoff due to development and the new ' hydrology procedures could be considered to have a significant impact. The recommended storm drain pipe sizes for the Holly-Seacliff area are shown on the Storm Drain Facilities Plan, Exhibit 12, Page 73. ' Holly-Seacliff Specific Plan ALDEN do Technical Appendix =`SSOCIATES ' September, 1991 64 B. Sully-Miller Lake Study Sully-Miller Lake is the disposal point for the natural runoff of the northeast ' portion of the project site as well as other off-project areas of the City. Its current use is a retention basin for this drainage. The lake is the result of ' the excavation of sand and gravel by Sully-Miller Contractors and has been in existence since the late nineteen fifties. The pit is fed by ground water rand runoff, thus forming the lake. Only a portion of the pit is water filled. The side banks are nearly vertical extending 40 to 60 feet above the water's ' surface and are subject to excessive erosion. The lake's watershed consists of a mushroom farm (directly west of the lake), oil fields (on and off the rHolly-Seacliff property), a fire station, an automobile repair facility, the police pistol range, horse stables, portions of the Holly-Seacliff project area, and offsite residential development (to the northeast). The water level in the lake fluctuates considerably during the year and is primarily controlled by the ground water table, however, storm runoffs do ' raise the lake's water surface level. Previously this rise would continue until the water level reached the existing overflow outlet system which has an invert in Sully-Miller Lake at elevation 6.6 feet above MSL. The overflow outlet drain is located at the north end of the lake (opposite the culverrt crossing in Ellis Avenue) and runs underground through the landfill area bordered by Goldenwest Street and Talbert Avenue. The terminus point of ' this overflow outlet drain is Talbert Lake to the north. This drain is presently inoperative due to a collapsed portion of the drain pipe under the ' landfill area. Consequently, all of the storm runoff must now percolate into the ground, evaporate, or be retained as a lake. The purpose of the Sully-Miller Lake Study was to provide a preliminary design for the replacement of the existing inoperative overflow/outlet drain pipe. The analysis was made to first determine a pipe size which could ' accommodate a 100 year storm runoff, and then second, to analyze the ' Holly-Seacliff Specific Plan '%d =ALDEN & Technical Appendix WWSSOCUTES ' September, 1991 65 effect of a Probable Maximum Precipitation event through this proposed ' outlet drain. Predetermined sets of control criteria which were imposed by the City, are referenced within this appendix, and have been used throughout rthe preliminary design analysis of the new outlet drain. Although the City has set the criteria and has required the technical analysis of the ' overflow/outlet drain to be performed as a part of the Specific Plan, this analysis shall in no way bind the developers with the responsibility to rconstruct or pay for this overflow/outlet drain system. ' The proposed size of the overflow/outlet drain pipe was determined by routing the drainage basin 100 year storm runoff hydrograph into Sully-Miller ' Lake and out through the outlet drain utilizing the criteria established by the City. The criteria are as follows: a) The proposed overflow/outlet drain pipe must gravity flow to the Talbert Lake terminus. b) The invert at Talbert Lake must remain as it exists at -1.6 mean sea level (MSL) and the water surface in Talbert Lake is to be set at 0.0 MSL. c) Sully-Miller Lake is to be filled to the invert of the proposed outlet ' pipe at time zero. d) The maximum water surface elevation in Sully-Miller Lake should not ' exceed the soffit elevation of the downstream end of the Ellis Avenue culvert for: a) A 100 year storm event ' b) Two back to back 100 year storm events which occur 24 hours apart. The soffit elevation at the Ellis culvert has not yet been precisely ' determined, but should be around elevation 15.6 MSL. (In the event of a 100 year storm event, the proposed desilting basin between the Ellis Avenue culvert outlet and Sully-Miller Lake would be allowed to ' be filled). e) Using the outlet pipe determined for the 100 year event, during a PMP event, Sully-Miller Lake should not fill to an elevation exceeding 42 ' MSL. An analysis was made to determine the minimum pipe size which could convey the required runoff while meeting the established design criteria. The ' invert of the outlet pipe from Sully-Miller Lake was lowered from the existing elevation of 6.6 to an elevation of 2.5. This lowering allowed for the ' Holly-Seacliff Specific Plan ALDEN k Technical Appendix WnSSOCIATES ' September, 1991 66 full utilization of the outlet pipe while still maintaining a minimum pipe slope to the Talbert Lake terminus. ' The 100 year storm discharge hydrograph was created by utilizing a computer software package which first converted the 25 year storm event Rational Method analysis to a 100 year storm event and then to a 100 year unit hydrograph. The 100 year peak rainfall discharge for a single storm was ' determined from the hydrograph to be approximately 900 cfs with a total runoff volume of 146 acre-feet (AC-FT). Given these design parameters and criteria, the minimum pipe diameter for ' the overflow/outlet drain pipe was determined to be 48 inches. This pipe size resulted in a maximum water surface (W.S.) elevation for a single 100 year ' storm of 14.4 MSL and for a repeat 100 year storm in 24 hours the W.S. was 15.4 MSL. The 25 year storm routed through the lake created a W.S. of 12.2 ' MSL. All calculations for the 25 year Rational Method, the 100 year and 25 year unit hydrographs and flood hydrograph routings are included in Section VII.F. Reference is made to the Sully-Miller Lake Study Plan, Exhibit 10, and the attached calculations. The 48" outlet pipe was analyzed for a Probable Maximum Precipitation ' (PMP) event. This analysis was made to see that the 48" diameter outlet pipe for the lake would accommodate water surface elevation below the City defined acceptable level of 42 MSL. ' Probable Maximum Precipitation is defined as the most severe combination of meteorological occurrences considered reasonably possible in a particular ' region. PMP is considered the practical upper limit of available precipitable water over an area as estimated by the Hydrometeorological Branch of the ' National Weather Service. The local storm PMP was calculated for this study area using the :teps and procedures from Hydrometeorological Report ' (HMR) No. 49, "Probable Maximum Precipitation Estimates, Colorado River, Holly-Seacliff Specific Plan AtdU ALDEN & Technical Appendix SSOCIATES ' September, 1991 67 and Great Basin Drainages" (September, 1977). Experience has shown that the greatest short duration rainfalls occur on smaller areas. Because of the small size of the tributary area to the Sully-Miller Lake, the "local storm" ' type was assumed to be the most applicable for this PMP determination. ' The outlined procedures of HMR No. 49 cover all of California storm durations between 15 minutes and 6 hours and drainage areas between 1 and ' 500 mil. "Local storm" PMP is applicable to the warm season between May and October. Copies of the HMR required steps and the HMR figures and tables used in the analysis have been included as reference with the calculations in Section VII.F. Record storms used as the basis for "local storm" PMP are defined as unusually heavy rains exceeding 3.0 inches in 3 hours or less that are reasonably isolated from surrounding rains. One of the most important processes in extreme "local storms" is the strong convecture lifting of moist air. Most storms are thunderstorms, but because thunder is not necessarily heard during extreme rainfall, the term "local storm" is used. Records indicate that "local storms" in the southwest region of the state usually have lifetimes of 1 to 2 hours, occasionally as long as 3 hours. Some ' isohyetal patterns are the combined result of rains within a 6-hour period from two or more storms. HMR No. 49 uses 6-hours as the duration limit for ' "local storm"PMP estimates, and therefore, the 6-hour duration was used for this analysis. The development of "local storm" PMP has several steps: First, 1-hour PMP ' is estimated over the region for 1 mi'. Then, durational and areal variations are determined. Drainage Average Depth Local Storm PMP step-by-step computation over the study area is included in the calculations section. The hourly incremental "local storm" PMP (1-hour distribution) for a 6-hour 1 duration storm was used to generate the Probable Maximum Flood (PMF). ' Holly-Seaclif f Specific Plan nLSOC & Technical Appendix ssocins ' September, 1991 68 The Probable Maximum Flood, as the name implies, is an estimate of the upper boundary of flood potential for a drainage area. It is defined as the flood that would result if the PMP for the drainage area were to occur at a ' time when ground conditions were conducive to maximum runoff. Such a hypothetical flood study was requested by the City of Huntington Beach for 1 the analysis of the Sully-Miller Lake pipe outlet. PMF was estimated for the local 6-hour storm. J.E. Bonadiman Civi1CADD Unit Hydrology and Hydrograph routing programs were used in simulating the ' PMF and in analyzing attenuation effects for the storage volume of the Sully-Miller Lake Study. The following criteria were used in generating the PMF hydrograph: 1. Sub-basin time of concentration (Tj was estimated using the U.S. Soil Conservation Service (SCS) Formula for small basins (1972): ' T = L1.15 = 56001.15 = 0 .51 HR. o 7700HO.38 7700 X (90 - 14T 38 Where L is the length of the catchment along the mainstream ' from the basin outlet to the most distant ridge (ft), and H is the difference in elevation between the basin outlet and the most distant ridge (ft). ' 2. Sub-basin lag was estimated as 0.6 X T, = 0.6 X 0.5 = 0.3 HR. ' 3. Unit Hydrograph was computed using the SCS Dimensionless Unit Hydrograph method. 4. Base flow was assumed to be zero. ' 5. Assumed the initial water surface elevation was at the invert elevation of the outlet pipe and was 2.5 MSL. ' 6. Channel routing was accomplished using the kinematic wave method. In order to create higher runoff peaks, channel and routing losses were assumed to be negligible. The PMF hydrograph peak for the local storm was calculated to be 3,700 cfs. ' Based upon the routing of the PMF hydrograph through the basin, the 48" ' Holly-Seacliff Specific Plan ASSOCIATES Technical Appendix September, 1991 69 diameter outlet pipe, as sized to accommodate the 100 year discharge while ' satisfying the City's criteria, should maintain the PMF water surface at a maximum elevation of approximately 37.9 MSL, which is below the City ' accepted elevation of 42.0. ' Holly-Seacliff Specific Plan ALSOC & SSOCIATES Technical Appendix September, 1991 70 25 YEAR STORM RESULTS MAXIMUM W.S. = 12.2 MSL ' PEAK INFLOW = 710 CFS PEAK OUTFLOW = 112 CFS 100 YEAR STORM RESULTS ' MAXIMUM W.S. SINGLE STORM) = 14.4 MSL MAXIMUM W.S. (2 BACK TO BACK STORMS) = 15.4 MSL uKE PEAK INFLOW (SINGLE STORM) = 900 CFS (was-0 4 PEAK OUTFLOW = 122 CFS PROBABLE MAXIMUM PRECIPITATION RESULTS ate MAXIMUM W.S. = 37.9 MSL PEAK INFLOW = 3,700 CFS x I + 7 { x� \ •° - PEAK OUTFLOW = 199 CFS 0 AW dr,A. dw er � •I RR i GRAPFIIC SCALE 1 CITY OF HUNTINGTON BEACH SULLY- MILLER LAKE PLAN H8LLY=3EAr'LF1 AREA pC�FO PLAN " CIA C hW 40-0110 YAM:ON-Ous OMB-273-2 =..C. EXMBIT 10, PAGE TI ''.ter:. /,,;' _ •�\+�;,/::.ram.. '., ( ==j"7---7,e'. - .. � t''•� � �� a\`_i � 4 (•Avg, PRO. - LEGEND i .d..t ,,� .;�an '�R," �� r--/\ 1 ��:7��!°'r`c �r �*may_'� r ia.J—.q r� �•,� , � , � ,,, INDICATES RIGHT OF WAY ,tt , �r'r. � ` J�> ,�R, � '� T� r ?' "tl •t 'J � ,u� INDICATES PROJECT BOUNDARY <qC INDICATES TRIBUTARY AREA BOUNDARY Ta so~lK ' INDICATES, PLANNING AREA INDICATES Sly—AREA BOUNDARY tee/ i-. in . ..• • r I e n:. ;��..,' e y C t < —{ �? t JNDICATES SUB—AREA ACRES AND , y `1 1 •''�. FLOW CORRESPONDING PONDIN TO • \, II' �7 r '� r — _ I HYDROLOGY ULATIONS � EG G z INDICATES BER CORRESPONDING TO NODE HYDROLOGYX CALCULATIONS Ile -A RUNOFF FOR 25 YEAR STORM . 41 T • STORM DRAIN CONDUIT V _ R T R ,, � y.�. _. �( ,� � � � �_, .I •- � � �� '' ---- UI (EXIST./PROP) P) •' � � /` •r e _ - •, '` �� � IRREGULAR CHANNEL Nil s � 1 i 1 Yorarowr+ -- -- cr �y7r 1 c' �i'r GRAPHIC SCALE i;A y 1 CITY OF HUNTING N BEA .fl HYDROLOGY PLAN HUOLLV-REAOLOIFF AREA SPIEC0GOOpLQH 1nSSOCI r, cXmANDP 014)00-MIO ..M NO-MU Of106-273-2 MILD. EXHIBIT 119 PAGE '72 l-��., r�f a Ftt tt'tillull�Nl,l4 1 _.I 11 . r f LEGEND... -cam'.,r'-,•'_. r s r / *il is�� l�fa� ♦ t r, f�1f' N P '.. xy/. /JI f4 1' `•• O a - I / � ... ._- -;': /' i � I,••' i.::': � •' INDICATES RIGHT OF WAY ` ' 7liCS 'I, ! '.11 7� •tl``1." /' j „y�' 1�, l '- I /' .•!"f /+f jkf„'s �l Fu �.. i.' c f s INDICATES PROJECT BOUNDARY yv .. �,\�, i 4' '•�� INDICATES STORM DRAN UNE 1 I ', l - rf �' :; �: ....d• ? •'- �) < r=: '`� -- ...rb� !:T��.// SI, *t,. _ 1 I� ';•7 I INDICATES PLANNING AREA INDICATES PROPOSED PIPE SIZE . C s/4 � r O INDICATES MANHOLE ♦ ��t rj �/�y ;-: i'/y{ Ci .r{ J :. I ,.,, O INDICATES CATCH BASIN �..; '�id, �•�I ,xw✓'�!:�., 'i/�.:�. ;���� 7 5 ,�1� fLIL�LJ. � ')�')! .,. •ems .1' t', ( N •r,. lr,; ;`... ::>1 x)x t� 1. v '� .'<y t T-�' y" Z, t ar / lie.<:l UV. tr•' (XX) INDICATES EXISTING PIPE SIZE 26, rl N. /j .f•.. `�.,.q.`. r,♦ �yp.�� � `_ / .'('. /' .�� ! � _ ,a$ � ��,�.'_ � a it , .l• t *Ili � j , :E i '( '• ! - r �: �� i a T Iln f��s � r.. ,• a;.; emu,'. - �'' �: ;m� /. - '-. � i \ , 6. }' ..7 f' I ]r -r¢•s .�� � < ,`t. �\v` _ 1 � _�+, 4!L 'yam.... '•% \. i j'<' L- 1,: 1 IVL � a y —raRurowa AVENUE-_ AAA <l ill: I�: b1^�''�o-i�j� `^' �.�\ ;�� _ � ,�'2/ ♦� a GRAPHIC SCALE , 1 CITY OF HUNTING N BEA STORM DRAIN FACILITIES PLAN [�OLLV=SE 'LOFT AREA SPE("M"" IPLAH nSOC� S cm MaE. EXH13IT 12, PAGE 73 1 F. Sully-Miller Lake and Holly-Seacliff Rainfall/Runoff/Sizing Calculations Page Index ITEM DESCRIPTION PAGES 1. 25 Year Holly-Seacliff Rational Method Hydrology Calculations . . 75-142 2. 25 Year Inflow Runoff Hydrograph Calculations & Plot . . . . . . . 143-146 ' 3. 100 Year Inflow Runoff Hydrograph Calculations & Plot . . . . . . 147-150 4. PMP Computation Form . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 151 5. PMP Inflow Runoff Hydrograph Calculations & Plot . . . . . . . . . 152-155 6. Sully-Miller Lake Storage/Volume/Depth Table & Graphs . . . . . . 156-159 7. Lake Volume vs. Lake Depth Table for Q25, Q100 & PMP . . . . . . . . 160 8. 25 Year Routing Hydrograph Calculations & Plot . . . . . . . . . . . 161-176 9. 100 Year Routing Hydrograph Calculations & Plot . . . . . . . . . . 177-191 10. PMP Routing Hydrograph Calculations & Plot . . . . . . . . . . . . . 201-219 11. Hydrometeorological Report No. 49, Reference Copies . . . . . . . 220-228 i i Holly-Seacliff Specific Plan 'j&=ALDEN & Technical Appendix SSOCIATES September, 1991 74 1 Orange County Rational Hydrology Program (Hydrology Manual Date - October 1986) Civi1CADD/Civi1DESIGN Engineering Software, (c) 1990 Version 2.3 Rational HydrologyStudyDate:_ 4/ 3/91 ------- - -------- --------------------------- 25 YEAR - HYDROLOGY ANALYSIS FOR HOLLY-SEACLIFF AREA SPECIFIC PLAN 0808-273-2 N. .F.T. FILE:HYDRE% ------------------------------------------------------------ ********* Hydrology Study Control Information ********** ------------------------------------------------------------------------ Rational hydrology study storm event year is 25.0 Decimal fraction of study above 2000 ft. MSL = 0.0000 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 10.000 to Point/Station 15.000 **** INITIAL AREA EVALUATION **** UNDEVELOPED (average cover) subarea Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil (AMC 2) = 84.00 Pervious ratio(Ap) = 1 .0000 Max loss rate(Fm)= 0.200(In/Hr) Initial subarea data: Initial area flow distance = 300.000(Ft. ) Top (of initial area) elevation = 74.300(Ft. ) Bottom (of initial area) elevation = 63.000(Ft. ) Difference in elevation = 11 .300(Ft. ) Slope = 0.03767 s(%)= 3.77 TC = k(0.706)*[ (lengthA3)/(elevation change)140.2 Initial area time of concentration = 13.319 min. Rainfall intensity = 2.770(In/Hr) for a 25.0 year storm Effective runoff coefficient used for area (O=KCIA) is C = 0.835 Subarea runoff = 8.560(CFS) Total initial stream area = 3.700(Ac. ) Pervious area fraction = 1 .000 Initial area Fm value = 0.200( In/Hr) 75 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 20.000 to Point/Station 21 .000 **** INITIAL AREA EVALUATION **** RESIDENTIAL(3 - 4 dwl/acre)------------------- --- ----------------- Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 ..SCS .curve..number—for._.soi I(AMC_.2_)... = .7.5.00_.____ ___ _ Pervious ratio(Ap) = 0.6000 Max loss rate(Fm)= 0. 120(In/Hr) Initial subarea data: Initial area flow distance = 800.000(Ft. ) Top (of initial area) elevation = 81 .000(Ft. ) Bottom (of initial area) elevation = 75.000(Ft. ) Difference in elevation = 6.000(Ft. ) Slope = 0.00750 s(%)= 0.75 TC = k(0.412)*[(length^3)/(elevation change)]^0.2 Initial area time of concentration = 15.890 min. Rainfall intensity = 2.507( In/Hr) for a 25.0 year storm Effective runoff coefficient used for area (Q=KCIA) is C = 0.857 Subarea runoff = 18.906(CFS) Total initial stream area = 8.800(Ac. ) Pervious area fraction = 0.600 Initial area Fm value = 0. 120(In/Hr) I 76 i ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 21 .000 to Point/Station 22.000 **** STREET FLOW TRAVEL TIME + SUBAREA FLOW ADDITION **** -------------------------------------------------------------- Top of street segment elevation = 75.000(Ft. ) End of street segment elevation = 54.000(Ft. ) Length of street segment = 350.000(Ft. ) Height of curb above gutter flowline = 8.0(In. ) Width of half street (curb to crown) = 20.000(F.t. ) Distance from crown to crossfall grade break = 18.000(Ft. ) Slope from gutter to grade break (v/hz) _ 0.020 Slope from grade break to crown (v/hz) 0.020 Street flow is on III side(s) of the street Distance from curb to property line = 8.000(Ft. ) Slope from curb to property line (v/hz) = 0.020 Gutter width = 2.000(Ft. ) Gutter hike from flowline = 2.000( In. ) Manning's N in gutter = 0.0130 Manning's N from gutter to grade break = 0.0130 Manning's N from grade break to crown = 0.0150 Estimated mean flow rate at midpoint of street = 28.251 (CFS) Depth of flow = 0.483(Ft. ) Average velocity = 8.557(Ft/s) Streetflow hydraulics at midpoint of street travel : Halfstreet flow width = 17.818(Ft. ) Flow velocity = 8.56(Ft/s) Travel time = 0.68 min. TC = 16.57 min. Adding area flow to street Rainfall intensity = 2.448( In/Hr) for a 25.0 year storm RESIDENTIAL(3 - 4 dwl/acre) Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil (AMC 2) = 75.00 Pervious ratio(Ap) = 0.6000 Max loss rate(Fm)= 0. 120( In/Hr) Rainfall intensity = 2.448(In/Hr) for a 25.0 year storm Effective runoff coefficient used for area, (total area with modified rational method) (Q=KCIA) is C = 0.856 Subarea runoff = 17.763(CFS) for 8.700(Ac. ) Total runoff = 36.669(CFS) Total area = 17.50(Ac. ) Area averaged Fm value = 0. 120(In/Hr) Street flow at end of street = 36.669(CFS) Half street flow at end of street = 36.669(CFS) Depth of flow = 0.523(Ft. ) Average velocity = 9.024(Ft/s) Flow width (from curb towards crown)= 19.841 (Ft. ) 77 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 22.000 to Point/Station 25.000 **** SUBAREA FLOW ADDITION **** ---------------------------------------------------------------------- Rainfall intensity = 2.448( In/Hr) for a 25.0 year storm UNDEVELOPED (average cover) subarea Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil (AMC 2) = 84.00 Pervious ratio(Ap) = 1 .0000 Max loss rate(Fm)= 0.200( In/Hr) Time of concentration = 16.57 min. Rainfall intensity = 2.448( In/Hr) for a 25.0 year storm Effective runoff coefficient used for area, (total area with modified rational method) (Q=KCIA) is C = 0.849 Subarea runoff = 10.724(CFS) for 5.300(Ac. ) Total runoff = 47.392(CFS) Total area = 22.80(Ac. ) Area averaged Fm value = 0. 139(In/Hr) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 30.000 to Point/Station 33.000 **** INITIAL AREA EVALUATION **** --- -------------------------------------------- --------------- RESIDENTIAL( li+ dwl/acre) Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1.000 SCS curve number for soil (AMC 2) = 75.00 Pervious ratio(Ap) = 0.2000 Max loss rate(Fm)= 0.040(In/Hr) Initial subarea data: Initial area flow distance = 950.000(Ft. ) Top (of initial area) elevation = 80.000(Ft. ) Bottom (of initial area) elevation = 74.000(Ft. ) Difference in elevation = 6.000(Ft. ) Slope = 0.00632 s(%)= 0.63 TC = k(0.324)*(( lengthA3)/(elevation change)]"0.2 Initial area time of concentration = 13.853 min. Rainfall intensity = 2.709( In/Hr) for a 25.0 year storm Effective runoff coefficient used for area (Q=KCIA) is C = 0.887 Subarea runoff = 22. 103(CFS) Total initial stream area = 9.200(Ac. ) Pervious area fraction = 0.200 Initial area Fm value = 0.040( In/Hr) 78 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 33.000 to Point/Station 34.000 **** STREET FLOW TRAVEL TIME + SUBAREA FLOW ADDITION **** --------------------------------------------------------------------- Top of street segment elevation = 74.000(Ft. ) End of street segment elevation = 40.000(Ft. ) Length of street segment = 800.000(Ft. ) Height of curb above gutter flowline = 8.0(In. ) Width of half street (curb to crown) = 20.000(Ft..) Distance from crown to crossfall grade break = 18.000(Ft. ) Slope from gutter to grade break (v/hz) _ 0.020 Slope from grade break to crown (v/hz) 0.020 Street flow is on (21 side(s) of the street Distance from curbto property line = 8.000(Ft. ) Slope from curb to property line (v/hz) = 0.020 Gutter width = 2.000(Ft. ) Gutter hike from flowline = 2.000(In. ) -_-.----Mann-.----Marming'.s._N__in. .gutt_er=—_-_0.0_l.30_..._ Manning•s N from gutter to grade break = 0.0130 Manning•s N from grade break to crown = 0.0150 Estimated mean flow rate at midpoint of street = 35.798(CFS) Depth of flow = 0.443(Ft. ) Average velocity = 6.812(Ft/s) Streetflow hydraulics at midpoint of street travel: Halfstreet flow width = 15.814(Ft. ) Flow velocity - 6.81 (Ft/s) Travel time = 1.96 min. TC = 15.81 min. Adding area flow to street Rainfall intensity = 2.514(In/Hr) for a 25.0 year storm RESIDENTIAL(11+ dwl/acre) Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil (AMC 2) = 75.00 Pervious ratio(Ap) = 0.2000 Max loss rate(Fm)= 0.040(In/Hr) Rainfall intensity = 2.514(In/Hr) for a 25.0 year storm Effective runoff coefficient used for area, (total area with modified rational method) (G=KCIA) is C = 0.886 Subarea runoff - 23.768(CFS) for 11 .400(Ac. ) Total runoff = 45.872(CFS) Total area = 20.60(Ac. ) Area averaged Fm value = 0.040( In/Hr) Street flow at end of street = 45.872(CFS) Half street flow at end of street = 22.936(CFS) Depth of flow = 0.478(Ft. ) Average velocity = 7. 150(Ft/s) Flow width (from curb towards crown)= 17.553(Ft. ) 79 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 33.000 to Point/Station 34.000 **** CONFLUENCE OF MINOR STREAMS **** Rainfall intensity = 2 514( In/Hr) for a 25.0 year storm Along Main Stream number: 1 in normal stream number 1 Stream flow area = 20.600(Ac. ) Runoff from this stream = 45.872(CFS) Time of concentration = 15.81 min. Rainfall intensity = 2.514( In/Hr) Area averaged loss rate (Fm) = 0.0400( In/Hr) Area averaged Pervious ratio (Ap) = 0.2000 +++++#++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 32.000 to Point/Station 31 .000 **** INITIAL AREA EVALUATION **** RESIDENTIAL(3 - 4 dwl/acre) Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil(AMC 2) = 75.00 Pervious ratio(Ap) = 0.6000 Max loss rate(Fm)= 0. 120( In/Hr) Initial subarea data: Initial area flow distance = 900.000(Ft. ) Top (of initial area) elevation = 82.000(Ft. ) Bottom (of initial area) elevation = 67.000(Ft. ) Difference in elevation = 15.000(Ft. ) Slope = 0.01667 s(%)= 1 .67 TC = k(0.412)*[(length^3)/(elevation change)]^0.2 Initial area time of concentration = 14. 198 min. Rainfall intensity = 2.672(In/Hr) for a 25.0 year storm Effective runoff coefficient used for area (Q=KCIA) is C = 0.860 Subarea runoff = 22.968(CFS) Total initial stream area = 10.000(Ac. ) Pervious area fraction = 0.600 i Initial area Fm value = 0. 120( In/Hr) 80 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 31 .000 to Point/Station 37.000 **** STREET FLOW TRAVEL TIME + SUBAREA FLOW ADDITION **** ---------------------------------------------------------------------- Top of street segment elevation = 67.000(Ft. ) End of street segment elevation = 64.000(Ft. ) Length of street segment = 430.000(Ft. ) Height of curb above gutter flowline = 8.0( In. ) Width of half street (curb to crown) = 20.000(Ft. ) Distance from crown to crossfall grade break = 18.000(Ft. ) Slope from gutter to grade break (v/hz) = 0.020 Slope from grade break to crown (v/hz) = 0.020 Street flow is on [21 side(s) of the street Distance from curb to property line = 8.000(Ft. ) 1 Slope from curb to property line (v/hz) = 0.020 Gutter width = 2.000(Ft. ) Gutter hike from flowline = 2.000(In. ) Manning's N in gutter = 0.0130 Manning's N from gutter to grade break = 0.0130 Manning's N from grade break to crown = 0.0150 Estimated mean flow rate at midpoint of street = 26.069(CFS) Depth of flow = 0.530(Ft. ) Average velocity = 3.113(Ft/s) Note: depth of flow exceeds top of street crown. Streetflow hydraulics at midpoint of street travel : Halfstreet flow width = 20.000(Ft. ) Flow velocity = 3. 11(Ft/s) Travel time = 2.30 min. TC = 16.50 min. Adding area flow to street Rainfall intensity = 2.454( In/Hr) for a 25.0 year storm RESIDENTIAL(3 - 4 dwl/acre) Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil (AMC 2) = 75.00 Pervious ratio(Ap) = 0.6000 Max loss rate(Fm)= 0. 120( In/Hr) Rainfall intensity = 2.454( In/Hr) for a 25.0 year storm Effective runoff coefficient used for area, (total area with modified rational method) (G=KCIA) is C = 0.856 Subarea runoff = 3.711(CFS) for 2.700(Ac. ) Total runoff = 26.680(CFS) Total area = 12.70(Ac. ) Area averaged Fm value = 0. 120(In/Hr) Street flow at end of street = 26.680(CFS) Half street flow at end of street = 13.340(CFS) Depth of flow = 0.533(Ft. ) Average velocity = 3. 138(Ft/s) Note: depth of flow exceeds top of street crown. Flow width (from curb towards crown)= 20.000(Ft. ) 81 ++++++++++.+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 37.000 to Point/Station 34.000 **** IRREGULAR CHANNEL FLOW TRAVEL TIME **** ---------------------------------------------------------------------- Depth of flow = 0.615(Ft. 1 Average velocity = 7.064(Ft/s) ******* Irregular Channel Data *********** ---------------------------------------------------------------- Information entered for_s.ub.channel number_ 1 Point number •%• coordinate 'Y' coordinate 1 0.00 10.00 2 100.00 0.00 3 200.00 10.00 Manning's 'N' friction factor = 0.025 -------------------`---------------------------------- Sub-Channel flow = 26.680 CFS) ' flow top width = 12.291(Ft. ) • velocity= 7.064(Ft/s) ' area = 3.777(Sq.Ft) ' Froude number = 2.246 Upstream point elevation = 64.000(Ft. ) Downstream point elevation = 40.000(Ft. ) Flow length = 350.000(Ft. ) Travel time = 0.83 min. Time of concentration = 17.33 min. Depth of flow = 0.615(Ft. ) Average velocity = 7.064(Ft/s) Total irregular channel flow = 26.680(CFS) Irregular channel normal depth above invert elev. = 0.615(Ft. ) g P Average velocity of channel (s) = 7.064(Ft/s) Sub-Channel No. 1 Critical depth = 0.852(Ft. ) ' Critical flow top width = 17.031 (Ft. ) ' Critical flow velocity= 3.679(Ft/s) ' Critical flow area = 7.252(Sq.Ft) 82 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 37.000 to Point/Station 34.000 **** CONFLUENCE-OF-MINOR-STREAMS-****_- Rainfall intensity = 2.387( In/Hr) for a 25.0 year storm Along Main Stream number: 1 in normal stream number 2 Stream flow area = 12.700(Ac. ) Runoff from this stream = 26.680(CFS) Time of concentration = 17.33 min. Rainfall intensity = 2.387( ln/Hr) Area averaged loss rate (Fm) = 0. 1200(In/Hr) Area averaged Pervious ratio (Ap) = 0.6000 Summary of stream data: Stream Flow rate TC Rainfall Intensity No. (CFS) (min) ( In/Hr) 1 45.872 5.5 2 1 81 2.514 2 26.680 17.33 2.387 Omax( 1) = 1 .000 * 1 .000 * 45.872) + 1.056 * 0.913 * 26.680) + = 71.581 Qmax(2) = 0.949 * 1 .000 * 45.872) + 1.000 * 1 .000 * 26.680) + = 70. 198 Total of 2 streams to confluence: Flow rates before confluence point: 45.872 26.680 Maximum flow rates at confluence using above data: 71 .581 70. 198 Area of streams before confluence: 20.600 12.700 Effective area values after confluence: 32. 189 33.300 Results of confluence: Total flow rate = 71 .581 (CFS) Time of concentration = 15.810 min. Effective stream area after confluence = 32.189(Ac. ) Study area average Pervious fraction(Ap) = 0.353 Study area average soil loss rate(Fm) = 0.071(In/Hr) Study area total (this main stream) 33.30(Ac. ) 83 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 34.000 to Point/Station 36.000 **** PIPEFLOW TRAVEL TIME (Program estimated size) **** ---------------------------------------- ----- ----------------------- Upstream point/station elevation = 40 00(Ft ) Downstream point/station elevation = 39.00(Ft. ) Pipe length = 150.00(Ft. ) Manning_s N = 0.013 No. of pipes = 1 Required pipe flow = 71 .581 (CFS) Nearest computed pipe diameter = 39.00( In. ) Calculated individual pipe flow = 71 .581 (CFS) Normal flow depth in pipe = 34.78(In. ) Flow top width inside pipe = 24.23(In. ) Critical Depth = 32.21 (In. ) Pipe flow velocity = 9. 16(Ft/s) Travel time through pipe = 0.27 min. Time of concentration (TC) = 16.08 min. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 36.000 to Point/Station 35.000 ****-SUBAREA-FLOW-ADDITION **** ---- ----------- ---------- ------------- Rainfall intensity = 2.490(In/Hr) for a 25.0 year storm UNDEVELOPED (average cover) subarea Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil (AMC 2) = 84.00 Pervious ratio(Ap) = 1 .0000 Max loss rate(Fm)= 0.200(In/Hr) Time of concentration = 16.08 min. Rainfall intensity = 2.490( In/Hr) for a 25.0 year storm Effective runoff coefficient used for area, (total area with modified rational method) (Q=KCIA) is C = 0.870 Subarea runoff = 50.036(CFS) for 25.000(Ac. ) Total runoff = 121 .616(CFS) Total area = 57.19(Ac. ) Area averaged Fm value = 0. 127(In/Hr) 84 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 40.000 to Point/Station 41 .000 **** INITIAL AREA EVALUATION-**** --------------------- ----------------------------------------- RESIDENTIAL(5 - 7 dwl/acre) Decimal fraction soil group A 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil (AMC 2) = 75.00 Pervious ratio(Ap) = 0.5000 Max loss rate(Fm)= 0. 100( In/Hr) Initial subarea data: Initial area flow distance = 800.000(Ft. ) Top (of initial area) elevation = 80.000(Ft. ) Bottom (of initial area) elevation = 75.000(Ft. ) Difference in elevation = 5.000(Ft. ) Slope = 0.00625 s(%)= 0.63 TC -= k(_4,3&9.)*L_(1 ength^-3.11(elevation -change)l"0..2- ..- Initial area time of concentration = 15.560 min. Rainfall intensity = 2.537(In/Hr) for a 25.0 year storm Effective runoff coefficient used for area (O=KCIA) is C = 0.865 Subarea runoff = 15.353(CFS) Total initial stream area = 7.000(Ac. ) Pervious area fraction = 0.500 Initial area Fm value = 0. 100( In/Hr) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 41 .000 to Point/Station 43.000 �1 **** SUBAREA FLOW ADDITION **** M Rainfall intensity = 2.537(In/Hr) for a 25.0 year storm RESIDENTIAL(5 - 7 dwl/acre) Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil (AMC 2) = 75.00 Pervious ratio(Ap) = 0.5000 Max loss rate(Fm)= 0. 100( In/Hr) Time of concentration = 15.56 min. Rainfall intensity = 2.537( In/Hr) for a 25.0 year storm Effective runoff coefficient used for area, (total area with modified rational method) (0=KCIA) is C = 0.865 Subarea runoff = 43.866(CFS) for 20.000(Ac. ) Total runoff = 59.219(CFS) Total area = 27.00(Ac. ) Area averaged Fm value = 0. 100( In/Hr) 85 Process from Point/Station 42.000 to Point/Station 45.000 **** SUBAREA FLOW ADDITION **** Rainfall intensity = 2 537(In/Hr) for a 25.0 year storm UNDEVELOPED (average cover) subarea Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil(AMC 2) = 84.00 Pervious ratio(Ap) = 1 .0000 Max loss rate(Fm)= 0.200( In/Hr) Time of concentration = 15.56 min. Rainfall intensity = 2.537(In/Hr) for a 25.0 year storm Effective runoff coefficient used for area, (total area with modified rational method) (Q=KCIA) is C = 0.851 Subarea runoff = 35.756(CFS) for 17.000(Ac. ) Total runoff = 94.976(CFS) Total area = 44.00(Ac. ) Area averaged Fm value = 0. 139(In/Hr) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 50.000 to Point/Station 53.000 **** INITIAL AREA EVALUATION **** ----------- ------ ---------------------------------- RESIDENTIAL(5 - 7 awl/a--------------cre) Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil(AMC 2) = 75.00 Pervious ratio(Ap) = 0.5000 Max loss rate(Fm)= 0.100(In/Hr) Initial subarea data: Initial area flow distance = 700.000(Ft. ) Top (of initial area) elevation = 80.000(Ft. ) Bottom (of initial area) elevation = 70.000(Ft. ) Difference in elevation = 10.000(Ft. ) Slope = 0.01429 s(%)= 1 .43 TC = k(0.389)*[( length^3)/(elevation change) ]AO.2 Initial area time of concentration = 12.503 min. Rainfall intensity = 2.671( In/Hr) for a 25.0 year storm Effective runoff coefficient used for area (Q=KCIA) is C = 0.869 Subarea runoff = 24.943(CFS) Total initial stream area = 10.000(Ac. ) Pervious area fraction = 0.500 Initial area Fm value = 0..100( In/Hr) 86 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 53.000 to Point/Station 55.000 **** STREET FLOW TRAVEL TIME + SUBAREA FLOW ADDITION **** -------------------------------------------(-- --------------------- Top of street segment elevation = 70.000(Ft. ) End of street segment elevation = 35.000 Ft Length of street segment = 1300.000(Ft. ) Height of curb above gutter flowline _ 8.0( In. ) Width of half street (curb to crown) 20.000(Ft. ) Distance from crown to crossfall grade break = 18.000(Ft. ) Slope from gutter to grade break (v/hz) _ 0.020 Slope from grade break to crown (v/hz) = 0.020 Street flow is on [21 side(s) of the street Distance from curb to property line = 8.000(Ft. ) Slope from curb to property line (v/hz) = 0.020 Gutter width= 2.000(Ft. ) Gutter hike from flowline = 2.000( In. ) Manning's N in gutter = 0.0130 Manning's N from gutter to grade break = 0.0130 Manning's N from grade break to crown = 0.0150 Estimated mean flow rate at midpoint of street = 63. 105(CFS) Depth of flow = 0.560(Ft. ) Average velocity = 6.578(Ft/s) Note: depth of flow exceeds top of street crown. Streetflow hydraulics at midpoint of street travel: Halfstreet flow width = 20.000(Ft. ) Flow velocity = 6.58(Ft/s) Travel time = 3.29 min. TC = 15.80 min. Adding area flow to street Rainfall intensity = 2.515(In/Hr) for a 25.0 year storm RESIDENTIAL(5 - 7 dwl/acre) Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil(AMC 2) = 75.00 Pervious ratio(Ap) = 0.5000 Max loss rate(Fm)= 0.100(In/Hr) Rainfall intensity = 2.515(In/Hr) for a 25.0 year storm Effective runoff coefficient used for area, (total area with modified rational method) (O=KCIA) is C = 0.864 Subarea runoff = 63.318(CFS) for 30.600(Ac. ) Total runoff = 88.260(CFS) Total area = 40.60(Ac. ) Area averaged Fm value = 0. 100(In/Hr) Street flow at end of street = 88.260(CFS) Half street flow at end of street = 44. 130(CFS) Depth of flow = 0.617(Ft. ) Average velocity = 7.430(Ft/s) Note: depth of flow exceeds top of street crown. Flow width (from curb towards crown)= 20.000(Ft. ) 87 ++t+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 60.000 to Point/Station 61 .000 **** . INITIAL AREA EVALUATION **** ------------------------------------------------------ RESIDENTIAL(5 - 7 dwl/acre) Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil(AMC 2) = 75.00 Pervious ratio(Ap) = 0.5000 Max loss rate(Fm)= 0. 100(In/Hr) Initial subarea data: Initial area flow distance = 900.000(Ft. ) Top (of initial area) elevation = 77.000(Ft. ) Bottom (of initial area) elevation = 65.000(Ft. ) ' Difference in elevation = 12.000(Ft. ) Slope = 0.01333 s(%)= 1 .33 TC = k(0.389)*[ ( lengthA3)/(elevation change)]AO.2 Initial area time of concentration = 14.017 min. Rainfall intensity = 2.691 ( In/Hr) for a 25.0 year storm Effective runoff coefficient used for area (O=KCIA) is C = 0.867 Subarea runoff = 20.058(CFS) Total initial stream area = 8.600(Ac. ) Pervious area fraction = 0.500 Initial area Fm value = 0. 100(In/Hr) ++++++++++++++++++++++++++++++++++++++++++++t+++++++++++++++++++++++++ Process from Point/Station 61 .000 to Point/Station 65.000 **** SUBAREA FLOW ADDITION **** Rainfall intensity = 2.691 (In/Hr) for a 25.0 year storm RESIDENTIAL(5 - 7 dwl/acre) Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil (AMC 2) = 75.00 Pervious ratio(Ap) = 0.5000 Max loss rate(Fm)= 0. 100(In/Hr) Time of concentration = 14.02 min. Rainfall intensity = 2.691 (In/Hr) for a 25.0 year storm Effective runoff coefficient used for area, (total area with modified rational method) (O--KCIA) is C = 0.867 Subarea runoff = 13.061 (CFS) for 5.600(Ac. ) Total runoff = 33.119(CFS) Total area = 14.20(Ac. ) Area averaged Fm value = 0. 100( In/Hr) 88 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 72.000 to Point/Station 73.000 **** INITIAL AREA EVALUATION **** -------------------------------------------- RESIDENTIAL(5 - 7 dwl/acre> Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil (AMC 2) = 75.00 Pervious ratio(Ap) = 0.5000 Max loss rate(Fm)= 0. 100(In/Hr) Initial subarea data: Initial area flow distance = 600.000(Ft. ) Top (of initial area) elevation = 80.0O0(Ft. ) Bottom (of initial area) elevation = 73.O00(Ft. ) Difference in elevation = 7.000(Ft. ) Slope = 0.01167 s(%)= 1 . 17 TC = k(0.389)*[( lengthA3)/(elevation change)]^0.2 Initial area time of concentration = 12.241 min. Rainfall intensity = 2.906( In/Hr) for a 25.0 year storm Effective runoff coefficient used for area (O=KCIA) is C = 0.869 Subarea runoff = 17.678(CFS) Total initial stream area = 7.000(Ac. ) Pervious area fraction = 0.500 Initial area Fa value = 0.100(In/Hr) 89 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 73.000 to Point/Station 80.000 **** STREET FLOW TRAVEL TIME + SUBAREA FLOW ADDITION **** ------ ----------------------------- Top of street segment elevation = 73.000(Ft. ) End of street segment elevation = 70 000(Ft. ) Length of street segment = 800.000(Ft. ) Height of curb above gutter flowline _ 8.0( In. ) Width of half street (curb to crown) 20.000(Ft. ) Distance from crown to crossfall grade break = 18.000(Ft. ) Slope from gutter to grade break (v/hz) = 0.020 Slope from grade break to crown (v/hz) = 0.020 Street flow is on [21 side(s) of the street Distance from curb to property line = 8.000(Ft. ) Slope from curb to property line (v/hz) = 0.020 Gutter width = 2.000(Ft. ) Gutter hike from flowline = 2.000( In. ) Manning's N in gutter = 0.0130 Manning's N from gutter to grade break = 0.0130 Manning's N from grade break to crown = 0.0150 Estimated mean flow rate at midpoint of street = 38.638(CFS) Depth of flow = 0.649(Ft. ) Average velocity = 2.942(Ft/s) Note: depth of flow exceeds top of street crown. Streetflow hydraulics at midpoint of street travel : Halfstreet flow width = 20.000(Ft. ) Flow velocity = 2.94(Ft/s) Travel time = 4.53 min. TC = 16.77 min. Adding area flow to street Rainfall intensity = 2.431(In/Hr) for a 25.0 year storm RESIDE34TIAL(5 - 7 dwl/acre) Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil(AMC 2) = 75.00 Pervious ratio(Ap) = 0.5000 Max loss rate(Fm)= O. 100(In/Hr) Rainfall intensity = 2.431(In/Hr) for a 25.0 year storm Effective runoff coefficient used for area, (total area with modified rational, method) (O=KCIA) is C = 0.863 Subarea runoff = 31 .843(CFS) for 16.600(Ac. ) Total runoff = 49.521 (CFS) Total area = 23.6O(Ac. ) Area averaged Fm value = 0. 100( In/Hr) Street flow at end of street = 49.521 (CFS) Half street flow at end of street = 24.760(CFS) Depth of flow = 0.719(Ft. ) Average velocity = 3.082(Ft/s) Warning: depth of flow exceeds top of curb Note: depth of flow exceeds top of street crown. Distance that curb overflow reaches into property = 2.60(Ft. ) Flow width (from curb towards crown)= 20.000(Ft. ) 90 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 95.000 to Point/Station 96.000 **** INITIAL AREA EVALUATION **** ---------------------------------------------------------------------- RESIDENTIAL(3 - 4 dwl/acre) Decimal fraction soil group A = 0.000 Decimal . fraction_.soil group B. =_._0..000_. _ _ Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil (AMC 2) = 75.00 Pervious ratio(Ap) = 0.6000 Max loss rate(Fm)= 0.120(In/Hr) Initial subarea data: Initial area flow distance = 900.000(Ft. ) Top (of initial area) elevation = 100.700(Ft. ) Bottom (of initial area) elevation = 87.000(Ft. ) Difference in elevation = 13.700(Ft. ) Slope = 0.01522 s(%)= 1 .52 TC = k(0.412)*[(lengthAW(elevation change) ]^0.2 Initial area time of concentration = 14.458 min. Rainfall intensity = 2.645( In/Hr) for a 25.0 year storm Effective runoff coefficient used for area (O=KCIA) is C = 0.859 Subarea runoff = 13.634(CFS) Total initial stream area = 6.000(Ac. ) Pervious area fraction = 0.600 Initial area Fm value = 0. 120(In/Hr) 91 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 96.000 to Point/Station 208.000 **** STREET FLOW TRAVEL TIME + SUBAREA FLOW ADDITION **** ------------------------------------------------------------------- Top of street segment elevation = 87.000(Ft. ) End of street segment elevation = 70.000(Ft. ) Length of street segment = 750.000(Ft. ) Height of curb above gutter flowline = 8.0(In. ) Width of half street (curb to crown) = 20.000(Ft. ) Distance from crown to crossfall grade break = 18.000(Ft. ) Slope from gutter to grade break (v/hz) 0.020 _ Slope from grade break to crown (v/hz) 0.020 Street flow is on (21 side(s) of the street Distance from curb to property line = 8.000(Ft. ) Slope from curb to property line (v/hz) = 0.020 Gutter width = 2.000(Ft. ) Gutter hike from flowline = 2.000(In. ) Manning's N in gutter = 0.0130 Manning's N from gutter to grade break = 0.0130 Manning's N from grade break to crown = 0.0150 Estimated mean flow rate at midpoint of street = 20.450(CFS) Depth of flow = 0.411 (Ft. ) Average velocity = 4.752(Ft/s) Streetflow hydraulics at midpoint of street travel : Halfstreet flow width = 14.230(Ft. ) Flow velocity = 4.75(Ft/s) Travel time = 2.63 min. TC = 17.09 min. Adding area flow to street Rainfall intensity = 2.406( In/Hr) for a 25.0 year storm RESIDENTIAL(3 - 4 dwl/acre) Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil(AMC 2) = 75.00 Pervious ratio(Ap) = 0.6000 Max loss rate(Fm)= 0. 120( In/Hr) Rainfall intensity = 2.406(In/Hr) for a 25.0 year storm Effective runoff coefficient used for area, (total area with modified rational method) (G=KCIA) is C = 0.855 Subarea runoff = 11 .055(CFS) for 6.000(Ac. ) Total runoff = 24.689(CFS) Total area = 12.00(Ac. ) Area averaged Fm value = 0. 120( In/Hr) Street flow at end of street = 24.689(CFS) Half street flow at end of street = 12.344(CFS) Depth of flow = 0.435(Ft. ) _ Average velocity = 4.921 (Ft/s) Flow width (from curb towards crown)- 15.433(Ft. ) 92 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 208.000 to Point/Station 90.000 **** STREET FLOW TRAVEL TIME + SUBAREA FLOW ADDITION **** ------------- --- --------------------- Top of street segment elevation = 70.000-Ft. End of street segment elevation = 68.000(Ft. ) Length of street segment = 450.000(Ft. ) Height of curb above gutter flowline _ 8.0( In. ) Width of half street (curb to crown) = 20.000(Ft. ) Distance from crown to crossfall grade break = 18.000(Ft. ) Slope from gutter to grade break (v/hz) = 0.020 f Slope from grade break to crown (v/hz) = 0.020 Street flow is on [21 side(s) of the street Distance from curb to property line = 8.000(Ft. ) Slope from curb to property line (v/hz) = 0.020 Gutter width = 2.000(Ft. ) Gutter hike from flowline = 2.000(In. ) Manning's N in gutter = 0.0130 - Manning's N from gutter to grade break = 0.0130 Manning's N from grade break to crown = 0.0150 Estimated mean flow rate at midpoint of street = 42.383(CFS) Depth of flow = 0.650(Ft. ) Average velocity = 3.212(Ft/s) Note: depth of flow exceeds top of street crown. Streetflow hydraulics at midpoint of street travel : Halfstreet flow width = 20.000(Ft. ) Flow velocity = 3.21 (Ft/s) Travel time = 2.33 min. TC = 19.42 min. Adding area flow to street Rainfall intensity = 2.238(In/Hr) for a 25.0 year storm RESIDENTIAL(11+ dwl/acre) Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil (AMC 2) = 75.00 Pervious ratio(Ap) = 0.2000 Max loss rate(Fm)= 0.040(In/Hr) Rainfall intensity = 2.238(In/Hr) for a 25.0 year storm Effective runoff coefficient used for area, (total area with modified rational method) (O=KCIA) is C = 0.871 Subarea runoff = 32.204(CFS) for 17.200(Ac. ) Total runoff = 56.893(CFS) Total area = 29.20(Ac. ) Area averaged Fm value = 0.073(In/Hr) Street flow at end of street = 56.893(CFS) Half street flow at end of street = 28.447(CFS) Depth of flow = 0.733(Ft. ) Average velocity = 3.402(Ft/s) Warning: depth of flow exceeds top of curb Note: depth of flow exceeds top of street crown. Distance that curb overflow reaches into property = 3.31 (Ft. ) Flow width (from curb towards crown)= 20.000(Ft. ) 93 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 208.000 to Point/Station 90.000 **** CONFLUENCE OF MAIN STREAMS **** --------------------------- ---------------------- ------------------- The following data inside Main Stream is listed: Rainfall intensity = 2 238( In/Hr) for a 25.0 year storm In Main Stream number: i Stream flow area = 29.200(Ac. ) Runoff from this stream = 56.893(CFS) Time of concentration 19..42. min. Rainfall intensity = 2.238( In/Hr) Area averaged loss rate (Fm) = 0.0729( In/Hr) Area averaged Pervious ratio (Ap) = 0.3644 Program is now starting with Main Stream No. 2 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 107.000 to Point/Station 108.000 **** INITIAL AREA EVALUATION **** ------------------------------ ----------------- -------------- RESIDENTIAL(11+ dwl/acre) Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1.000 SCS curve number for soil (AMC 2) = 75.00 Pervious ratio(Ap) = 0.2000 Max loss rate(Fm)= 0.040( In/Hr) Initial subarea data: Initial area flow distance = 600.000(Ft. ) Top (of initial area) elevation = 90.200(Ft. ) Bottom (of initial area) elevation = 75.500(Ft. ) Difference in elevation = 14.700(Ft. ) Slope = 0.02450 s(%)= 2.45 TC = k(0.320 9(lengthA3)/(elevation change) ]^0.2 Initial area time of concentration = 8.790min. Rainfall intensity = 3.505(In/Hr) for a 25.0 year storm Effective runoff coefficient used for area WKCIA) is C = 0.890 Subarea runoff = 21 .831(CFS) Total initial stream area = 7.000(Ac. ) Pervious area fraction = 0.200 Initial area Fm value = 0.040( In/Hr) i 94 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 108.000 to Point/Station 90.000 **** STREET FLOW TRAVEL TIME + SUBAREA FLOW ADDITION **** - - - - -------------------� --------------------- T-op---of-s-t-ree--t-segment---------elevation----- = 75.500(Ft - End of street segment elevation = 68.800(Ft. ) Length of street segment = 820.000(Ft. ) Height of curb above gutter flowline = 8.0(In. ) Width of half street (curb to crown) = 20.000(Ft. ) Distance from crown to crossfall grade break = 18.000(Ft. ) Slope from gutter to grade break (v/hz) = 0.020 Slope from grade break to crown (v/hz) = 0.020 Street flow is on [2) side(s) of the street Distance from curb to property line = 8.000(Ft. ) Slope from curb to property line (v/hz) = 0.020 Gutter width = 2.000(Ft. ) Gutter hike from flowline = 2.000(In. ) Manning's N in gutter = 0.0130 Manning's N from gutter to grade break = 0.0130 Manning's N from grade break to crown = 0.0150 Estimated mean flow rate at midpoint of street = 43.661(CFS) Depth of flow = 0.598(Ft. ) Average velocity = 3.934(Ft/s) Note: depth of flow exceeds top of street crown. Streetflow hydraulics at midpoint of street travel : Halfstreet flow width = 20.000(Ft. ) Flow velocity = 3.93(Ft/s) Travel time = 3.47 min. TC = 12.26 min. Adding area flow to street Rainfall intensity = 2.903( In/Hr) for a 25.0 year storm RESIDENTIAL( 11+ dwl/acre) - Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil (AMC 2) = 75.00 Pervious ratio(Ap) = 0.2000 Max loss rate(Fm)= 0.040( In/Hr) Rainfall intensity = 2.903( In/Hr) for a 25.0 year storm Effective runoff coefficient used for area, (total area with modified rational method) (0=KCIA) is C = 0.888 Subarea runoff = 32.280(CFS) for 14.000(Ac. ) Total runoff = 54. 111(CFS) Total area = 21 .00(Ac. ) Area averaged Fm value = 0.040( In/Hr) Street flow at end of street = 54. 111 (CFS) Half street flow at end of street = 27.055(CFS) Depth of flow = 0.638(Ft. ) Average velocity = 4.259(Ft/s) Note: depth of flow exceeds top of street crown. Flow width (from curb towards crown)= 20.000(Ft. ) 95 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 108.000 to Point/Station 90.000 **** CONFLUENCE OF MAIN STREAMS **** T--hef------ oll--owing-----data----------inside --Main----Stream--------is-------listed:----------------------- Rainfall intensity = 2.903( In/Hr) for a 25.0 year storm In Main Stream number: 2 Stream flow area = 21 .000(Ac. ) Runoff from this stream = 54. 111(CFS) Time of concentration = 12.26 min. Rainfall intensity = 2.903( In/Hr) Area averaged loss rate (Fm) = 0.0400( In/Hr) Area averaged Pervious ratio (Ap) = 0.2000 Summary of stream data: Stream Flow rate TC Rainfall Intensity No. (CFS) (min) ( In/Hr) 1 56.893 19.42 2.238 2 54. 111 12.26 2.903 Omax( 1 ) _ 1 .000 * 1 .000 * 56.893) + 0.768 * 1.000 * 54. 111) + = 98.431 0max(2) _ 1 .307 * 0.631 * 56.893) + 1 .000 * 1 .000 * 54. 111) + = 101 .071 Total of 2 main streams to confluence: Flow rates before confluence point: 56.893 54. 111 Maximum flow rates at confluence using above data: 98.431 101 .071 Area of streams before confluence: 29.200 21 .000 Effective area values after confluence: 50.200 39.437 Results of confluence: Total flow rate = 101.071(CFS) Time of concentration = 12.263 min. - Effective stream area after confluence 39.437(Ac. ) Study area average Pervious fraction(Ap) = 0.296 Study area average soil loss rate(Fm) = 0.059( In/Hr) Study area total = 50.20(Ac. ) 96 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 90.000 to Point/Station 119.000 **** PIPEFLOW TRAVEL TIME (User specified size) **** ------------------------------------------------ _ ---------------------- Upstream point/station elevation 59.30(Ft. ) Downstream point/station elevation = 49.50(Ft. ) Pipe length = 950.00(Ft. ) Manning•s N = 0.013 No. of pipes = 1 Required pipe flow 101 .071 (CFS) Given pipe size = 54.00( In. ) Calculated individual pipe flow = 101 .071 (CFS) Normal flow depth in pipe = 27. 19( In. ) Flow top width inside pipe = 54.00( In. ) Critical Depth = 35.48(In. ) Pipe flow velocity = 12.60(Ft/s) Travel time through pipe = 1 .26 min. Time of concentration (TC) = 13.52 min. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 115.000 to Point/Station 119.000 **** SUBAREA FLOW ADDITION **** Rainfall intensity = 2 747(In/Hr) for a 25.0 year storm RESIDENTIAL(3 - 4 dwl/acre) Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil(AMC 2) = 75.00 Pervious ratio(Ap) = 0.6000 Max loss rate(Fm)= 0.120( In/Hr) Time of concentration = 13.52 min. Rainfall intensity = 2.747( In/Hr) for a 25.0 year storm Effective runoff coefficient used for area, (total area with modified rational method) (G=KCIA) is C = 0.879 Subarea runoff = 64.786(CFS) for 29.800(Ac. ) Total runoff = 165.857(CFS) Total area = 69.24(Ac. ) Area averaged Fm value = 0.085(In/Hr) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 119.000 to Point/Station 125.000 **** PIPEFLOW TRAVEL TIME (User specified size) **** -------------------------------------------- --------------- Upstream point/station elevation = 49 50(Ft ) Downstream point/station elevation = 40.30(Ft. ) Pipe length = 900.00(Ft. ) Manning•s N = 0.013 No. of pipes = 1 Required pipe flow = 165.857(CFS) Given pipe size = 60.00( In. ) Calculated individual pipe flow = 165.857(CFS) Normal flow depth in pipe = 34.55( In. ) Flow top width inside pipe = 59.31 ( In. ) Critical Depth = 44.30( In. ) Pipe flow velocity = 14. 18(Ft/s) Travel time through pipe = 1 .06 min. Time of concentration (TC) = 14.58 min. 97 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 119.000 to Point/Station 125.000 **** CONFLUENCE OF MINOR STREAMS **** --------------------------- --- -- - -----------------------=-------- Rainfall intensity = 2 632-In Hr- for a 25.0 year storm Along Main Stream number: 1 in normal stream number 1 Stream flow area = 69.237(Ac. ) Runoff from this stream = 165.857(CFS) Time of concentration = 14.58 min. Rainfall intensity = 2.632(In/Hr) Area averaged loss rate (Fm) = 0.0853( In/Hr) Area averaged Pervious ratio (Ap) = 0.4266 L ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 120.000 to Point/Station 125.000 **** INITIAL AREA EVALUATION **** RESIDENTIAL(3 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil (AMC 2) = 75.00 Pervious ratio(Ap) = 0.6000 Max loss rate(Fm)= 0. 120(In/Hr) Initial subarea data: Initial area flow distance = 850.000(Ft. ) Top (of initial area) elevation = 63.000(Ft. ) Bottom (of initial area) elevation = 57.000(Ft. ) Difference in elevation = 6.000(Ft. ) Slope = 0.00706 s(%)= 0.71 TC = k(0.412)*[(lengthA3)/(elevation change) ]"0.2 Initial area time of concentration = 16.479 min. Rainfall intensity = 2.456(In/Hr) for a 25.0 year storm Effective runoff coefficient used for area (O=KCIA) is C = 0.856 Subarea runoff = 19. 132(CFS) Total initial stream area = 9. 100(Ac. ) Pervious area fraction = 0.600 Initial area Fm value = 0. 120( ln/Hr) 98 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 120.000 to Point/Station 125.000 **** CONFLUENCE OF MINOR STREAMS **** Rainfallintensity -=--------2-.----456(In/Hr)--------for---a------25�- --0 ey a-r----- sto----rm ----- Along Main Stream number: 1 in normal stream number 2 Stream flow area = 9. 100(Ac. ) Runoff from this stream = 19. 132(CFS) Time of concentration = 16.48 min. Rainfall intensity = 2.456( In/Hr) Area averaged loss rate (Fm) = 0. 1200(In/Hr) Area averaged Pervious ratio (Ap) = 0.6000 Summary of stream data: Stream Flow rate TC Rainfall Intensity No. (CFS) (min) (In/Hr) 1 165.857 14.58 2.632 2 19. 132 16.48 2.456 Qmax(1) _ 1 .000 * 1 .000 * 165.857) + 1 .075 * 0.885 * 19. 132) + = 184.060 Qmax(2) _ 0.931 * 1 .000 * 165.857) + 1 .000 * 1 .000 * 19. 132) + = 173.505 Total of 2 streams to confluence: Flow rates before confluence point: 165.857 19. 132 Maximum flow rates at confluence using above data: 184.060 173.505 Area of streams before confluence: 69.237----...-..... .. 9.100_ -- --- . . - Effective area values after confluence: 77.287 78.337 Results of confluence: Total flow rate = 184.060(CFS) Time of concentration = 14.578 min. Effective stream area after confluence = 77.287(Ac. ) Study area average Pervious fraction(Ap) = 0.447 Study area average soil loss rate(Fm) = 0.089(In/Hr) Study area total (this main stream) = 78.34(Ac. ) 99 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 127.000 to Point/Station 125.000 **** SUBAREA FLOW ADDITION **** ----------------------------------------------------------------------- Rainfall intensity = 2.632( In/Hr) for a 25.0 year storm RESIDENTIAL(3 - 4 dwl/acre) Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil (AMC 2) = 75.00 Pervious ratio(AP) 0.6000 Max loss rate(Fm)= 0. 120( In/Hr) Time of concentration = 14.58 min. Rainfall intensity = 2.632( In/Hr) for a 25.0 year storm Effective runoff coefficient used for area, (total area with modified rational method) (O=KCIA) is C = 0.892 Subarea runoff = 23.350(CFS) for 13.500(Ac. ) Total runoff = 207.410(CFS) Total area = 90.79(Ac. ) Area averaged Fm value = 0.094(In/Hr) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 125.000 to Point/Station 130.000 **** IRREGULAR CHANNEL FLOW TRAVEL TIME **** Depth of flow = 1 .958(Ft. )- - ---------- --------------- -�- ---~- Average velocity 5.408(Ft/s) ******* Irregular Channel Data *********** ----------------------------------------------------------------- Information entered for subchannel number i : Point number 'X' coordinate 'Y' coordinate 1 0.00 10.00 2 100.00 0.00 3 200.00 10.00 HanningIs 'N' friction factor = 0.025 -------------------------- -------;------------------------------ Sub-Channel flow = 207 410(CFS flow top width = 39. 166(Ft. ) velocity= 5.408(Ft/s) ' area = 38.350(Sq.Ft) • Froude number = 0.963 Upstream point elevation = 40.000(Ft. ) Downstream point elevation = 34.000(Ft. ) Flow length = 700.000(Ft. ) Travel time = 2. 16 min. Time of concentration = 16.74 min. Depth of flow = 1 .958(Ft. ) Average velocity = 5.408(Ft/s) Total irregular channel flow = 207.410(CFS) - Irregular channel normal depth above invert elev. - 1 .958(Ft. ) Average velocity of channel (s) = 5.408(Ft/s) Sub-Channel No. i Critical depth = 1 .922(Ft. ) Critical flow top width = 38.438(Ft. ) • Critical flow velocity= 5.615(Ft/s) • Critical flow area = 36.936(Sq.Ft) 100 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 125.000 to Point/Station 130.000 **** SUBAREA FLOW ADDITION **** ------------------------------- Rainfall intensity = M 2.435(In/Hr) for a 25.0 year storm RESIDENTIAL(3 - 4 dwl/acre) Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 ' SCS curve number for soil (AMC 2) = 75.00 Pervious ratio(Ap) = 0.6000 Max loss rate(Fm)= 0. 120( In/Hr) Time of concentration = 16.74 min. Rainfall intensity = 2.435(In/Hr) for a 25.0 year storm Effective runoff coefficient used for area, (total area with modified rational method) (G=KCIA) is C = 0.884 Subarea runoff = 40.917(CFS) for 27.400(Ac. ) Total runoff = 248.327(CFS) Total area = 118.19(Ac. ) Area averaged Fm value = 0. 100( In/Hr) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 130.000 to Point/Station 132.000 **** PIPEFLOW TRAVEL TIME (User specified size) **** ------------------=-------------_------------------------ Upstream point/station elevation 34 00(Ft. ) — Downstream point/station elevation = 28.00(Ft. ) Pipe length = 256.00(Ft. ) Manning's N = 0.013 No. of pipes = 1 Required pipe flow = 248.327(CFS) Given pipe size = 84.00( In. ) Calculated individual pipe flow = 248.327(CFS) Normal flow depth in pipe = 28.88(ln. ) Flow top width inside pipe = 79.79(In. ) Critical Depth = 49.55( In. ) Pipe flow velocity = 21 .22(Ft/s) Travel time through pipe = 0.20 min. Time of concentration (TC) = 16.94 min. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 130.000 to Point/Station 132.000 **** CONFLUENCE OF-MAIN-STREAMS **** --- -- --------------------------------------- The following data inside Main Stream is listed: Rainfall intensity = 2.418(In/Hr) for a 25.0 year storm In Main Stream number: 1 Stream flow area = 118. 187(Ac. ) Runoff from this stream = 248.327(CFS) Time of concentration = 16.94 min. Rainfall intensity = 2.418( In/Hr) Area averaged loss rate (Fm) = 0. 1000( In/Hr) Area averaged Pervious ratio (Ap) = 0.4998 Program is now starting with Main Stream No. 2 101 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 117.000 to Point/Station 132.000 **** USER DEFINED FLOW INFORMATION AT A POINT **** ------------------------------------------------------ RESIDENTIAL(li+ dwl/acre) __...Decimal__fraction soil group A =--0-000__ . Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil (AMC 2) = 75.00 Pervious ratio(Ap) = 0.2000 Max loss rate(Fm)= 0.040( In/Hr) Rainfall intensity = 2.996(In/Hr) for a 25.0 year storm User specified values are as follows: TC = 11 .60 min. Rain intensity = 3.00( In/Hr) Total area = 45.80(Ac. ) Total runoff = 131 .70(CFS) 1 1 1 1 1 1 i 102 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 117.000 to Point/Station 132.000 **** CONFLUENCE OF MAIN STREAMS **** --- -- - - - - - ------ ---- ------ - -- ------ -- ------- _ - The following data inside Main Stream is listed:-- ------------------ Rainfall intensity = 2 996( In/Hr) for a 25.0 year storm In Main Stream number: 2 Stream flow area = 45.8O0(Ac. ) Runoff from this stream = 131 .7O0(CFS) Time of concentration = 11 .60 min. Rainfall intensity = 2.996( In/Hr) Area averaged loss rate (Fm) = O.0400(In/Hr) Area averaged Pervious ratio (Ap) = 0.2000 Summary of stream data: Stream Flow rate TC Rainfall Intensity No. (CFS) (min) (In/Hr) 1 248.327 16.94 2.418 2 131.700 11 .60 2.996 Qmax(1 ) _ 1 .000 * 1 .000 * 248.327) + 0.805 * 1 .000 * 131.700) + = 354.288 Qmax(2) _ 1 .249 * 0.685 * 248.327) + 1 .000 * 1 .000 * 131 .700) + = 344. 163 Total of 2 main streams to confluence: Flow rates before confluence point: 248.327 131 .700 Maximum flow rates at confluence using above data: 354.288 344. 163 Area of streams before confluence: 118. 187 45.800 Effective area values after confluence: 163.987 126.747 Results of confluence: f Total flow rate = 354.288(CFS) Time of concentration = 16.937 min. Effective stream area after confluence = 163.987(Ac. ) Study area average Pervious fraction(Ap) = 0.416 Study area average soil loss rate(Fm) = 0.O83(In/Hr) Study area total = 163.99(Ac. ) 103 Process from Point/Station 132.000 to Point/Station 216.000 **** PIPEFLOW TRAVEL TIME (User specified size) **** ----------------1----------------------------------------------------- Upstream point/station elevation = 28.00(Ft. ) Downstream point/station elevation = 22.70(Ft. ) Pipe length = 450.00(Ft. ) Manning's N = 0.013 No. of pipes = 1 Required pipe flow = 354.288(CFS) Given pipe size = 72.00(In. ) Calculated individual pipe flow = 354.288(CFS) Normal flow depth in pipe = 47.44( In. ) Flow top width inside pipe = 68.27( In. ) Critical Depth = 61 . 14( In. ) Pipe flow velocity = 17.94(Ft/s) Travel time through pipe = 0.42 min. Time of concentration (TC) = 17.35 min. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 147.000 to Point/Station 216.000 **** SUBAREA FLOW ADDITION **** Rainfall intensity-= 2.385(In/Hr) for a' 25.0 year storm RESIDENTIAL(5 - 7 dwl/acre) Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil (AMC 2) = 75.00 Pervious ratio(Ap) = 0.5000 Max loss rate(Fm)= 0. 100(In/Hr) Time of concentration = 17.35 min. Rainfall intensity = 2.385(In/Hr) for a 25.0 year storm Effective runoff coefficient used for area, (total area with modified rational method) (Q=KCIA) is C = 0.886 Subarea runoff = 65.633(CFS) for 39.000(Ac. ) Total runoff = 419.921(CFS) Total area = 202.99(Ac. ) Area averaged Fm value = 0.086( In/Hr) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 216.000 to Point/Station 135.000 **** PIPEFLOW TRAVEL TIME (User specified size) **** ---- ------------------------------------------------------------ Upstream point/station elevation = 22.70(Ft. ) Downstream point/station elevation = 13.40(Ft. ) Pipe length = - 680.00(Ft. ) Manning's N = 0.013 No. of pipes = 1 Required pipe flow = 419.921 (CFS) ' Given pipe size = 72.00(In. )Calculated individual pipe flow - 419.921 (CFS) Normal flow depth in pipe = 50.91 ( In. ) ' Flow top width inside pipe = 65.54( In. ) Critical Depth = 65.08(In. ) Pipe flow velocity = 19.66(Ft/s) Travel time through pipe = 0.58 min. Time of concentration (TC) = 17.93 min. 104 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 152.000 to Point/Station 200.000 **** INITIAL AREA EVALUATION **** ' CONDOMINIUMsubareatype - ------------------------------------- Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil(AMC 2) = 75.00 ' Pervious ratio(Ap) = 0.3500 Max loss rate(Fm)= 0.070( In/Hr) Initial subarea data: Initial area flow distance = 410.000(Ft. ) Top (of initial area) elevation = 63.500(Ft. ) ' Bottom (of initial area) elevation = 58.500(Ft. ) Difference._.in_-.el-ev.ation_= .5.000.(Ft_,)_.__ Slope = ' 0.01220 s(%)= 1 .22 TC = k(0.360)*[ ( lengthA3)/(elevation change)]^0.2 Initial area time of concentration = 9.642 min. Rainfall intensity = 3.326( In/Hr) for a 25.0 year storm Effective runoff coefficient used for area (O=KCIA) is C = 0.881 Subarea runoff = 17.584(CFS) Total initial stream area = 6.000(Ac. ) Pervious area fraction = 0.350 Initial area Fm value = 0.070(In/Hr) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 200.000 to Point/Station 201 .000 **** SUBAREA FLOW ADDITION **** ---- ------------------------------------- ------------------------- Rainfall intensity = 3.326(In/Hr) for a 25.0 year storm RESIDENTIAL(11+ dwl/acre) Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil (AMC 2) = 75.00 Pervious ratio(Ap) = 0.2000 Max loss rate(Fm)= 0.040( In/Hr) Time of concentration = 9.64 min. Rainfall intensity = 3.326( In/Hr) for a 25.0 year storm Effective runoff coefficient used for area, (total area with modified rational method) (a=KCIA) is C = 0.887 Subarea runoff = 48.801(CFS) for 16.500(Ac. ) Total runoff = 66.385(CFS) Total area = 22.50(Ac. ) ' Area averaged Fm value = 0.048(In/Hr) 105 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 200.000 to Point/Station 201.000 **** CONFLUENCE OF MINOR STREAMS **** ' ------------------------------------------------- ------------------- Rainfall intensity = 3.326( In/Nr) for a 25 0 year storm Along Main Stream number: 1 in normal stream number 1 Stream flow area = 22.500(Ac. ) ' Runoff from this stream = 66.385(CFS) Time of concentration = 9.64 min. Rainfall intensity = 3.326( In/Hr) Area averaged loss rate (Fm) = 0.0480(In/Hr) Area averaged Pervious ratio (Ap) = 0.2400 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 204.000 to Point/Station 217.000 **** INITIAL AREA EVALUATION **** ' -- ------------------------------- CONDOMINIUM subarea type Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1.000 SCS curve number for soil(AMC 2) = 75.00 Pervious ratio(Ap) = 0.3500 Max loss rate(Fm)= 0.070(In/Hr) Initial subarea data: Initial area flow distance = 800.000(Ft. ) Top (of initial area) elevation = 67.500(Ft. ) Bottom (of initial area) elevation = 59.000(Ft. ) Difference in elevation = 8.500(Ft. ) Slope = 0.01063 s(%)= 1 .06 ' TC = k(0.360)*[ ( lengthA3)/(elevation change)140.2 Initial area time of concentration = 12.950 min. Rainfall intensity = 2.815( In/Hr) for a 25.0 year storm Effective runoff coefficient used for area (Q=KCIA) is C = 0.878 Subarea runoff = 22.233(CFS) Total initial stream area = 9.000(Ac. ) Pervious area fraction = 0.350 Initial area Fm value = 0.070(In/Hr) 106 ' ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 217.000 to Point/Station 201 .000 **** CONFLUENCE OF MINOR STREAMS **** ' R-ainf----al--l---int-------ensity--=-------2--.---815(---In/Hr)------for---a-----25-.0-- --year-----------storm ------ Along Main Stream number: i in normal stream number 2 Stream flow area = 9.000(Ac. ) Runoff from this stream = 22.233(CFS) Time of concentration = 12.95 min. Rainfall intensity = 2.815( In/Hr) Area averaged loss rate (Fm) = 0.0700(In/Hr) Area averaged Pervious ratio (Ap) = 0.3500 Summary of stream data: Stream Flow rate TC Rainfall Intensity No. (CFS) (min) (In/Hr) ' 1 66.385 9.64 3.326 2 22.233 12.95 2.815 Omax( 1 ) _ ' 1 .000 * 1 .000 * 66.385) + 1 . 186 * 0.745 * 22.233) + = 86.023 Omax(2) _ 0.844 * 1 .000 * 66.385) + 1 .000 * 1 .000 * 22.233) + = 78.262 Total of 2 streams to confluence: ' Flow rates before confluence point: 66.385 22.233 Maximum flow rates at confluence using above data: 86.023 78.262 Area of streams before confluence: 22.500 9.000 Effective area values after confluence: ' 29.201 31 .500 Results of confluence: Total flow rate = 86.023(CFS) Time of concentration = 9.642 min. Effective stream area after confluence = 29.201 (Ac. ) Study area average Pervious fraction(Ap) = 0.271 ' Study area average soil loss rate(Fm) = 0.054(In/Hr) Study area total (this main stream) = 31 .50(Ac. ) ' 107 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 201 .000 to Point/Station 202.000 **** SUBAREA FLOW ADDITION----------------- **** Rainfall intensity = 3.326( In/9r) for a 25.0 year storm RESIDENTIAL( 11+ dwl/acre) Decimal fraction soil group A = 0.000 ' Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D =- 1.000 ' SCS curve number for soil (AMC 2) = 75.00 Pervious ratio(Ap) = 0.2000 Max loss rate(Fm)= 0.040( In/Hr) Time of concentration = 9.64 min. Rainfal 1 ..intensi ty. = _ .-_.._.3,._326 CIn/Hr_)._-for.. a storm-_._._ ' Effective runoff coefficient used for area, (total area with modified rational method) (0=KCIA) is C = 0.893 Subarea runoff = 45.811 (CFS) for 15.500(Ac. ) Total runoff = 131 .834(CFS) Total area = 44.70(Ac. ) Area averaged Fm value = 0.049(In/Hr) ' ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 201 .000 to Point/Station 202.000 **** CONFLUENCE OF MINOR STREAMS **** ' Rainfall intensity = 3.326(In/Hr) for a~ 25.0 year storm Along Main Stream number: 1 in normal stream number 1 ' Stream flow area = 44.701(Ac. ) Runoff from this stream = 131 .834(CFS) Time of concentration = 9.64 min. Rainfall intensity = 3.326(In/Hr) ' Area averaged loss rate (Fm) = 0.0493( In/Hr) Area averaged Pervious ratio (Ap) = 0.2467 I 108 ' ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 140.000 to Point/Station 145.000 **** INITIAL AREA EVALUATION **** ' -------------------------------------------7-------------------------- COMMERCIAL subarea type Decimal fraction soil group A = 0.000 ' Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil (AMC 2) = 75.00 ' Pervious ratio(Ap) = 0. 1000 Max loss rate(Fm)= 0.020(In/Hr) Initial subarea data: Initial area flow distance = 950.000(Ft. ) Top (of initial area) elevation = 68.500(Ft. ) Bottom (of initial area) elevation = 65.000(Ft. ) Difference. in elevation .= 3.500(Ft. ) Slope = 0.00368 s(%)= 0.37 ' TC = k(0.304)*[ ( length^3)/(elevation change)]^0.2 Initial area time of concentration = 14.478 min. Rainfall intensity = 2.643(In/Hr) for a 25.0 year storm ' Effective runoff coefficient used for area (Q=KCIA) is C = 0.893 Subarea runoff = 20.536(CFS) Total initial stream area = 8.700(Ac. ) Pervious area fraction = 0. 100 Initial area Fm value = 0.020(In/Hr) ' 109 i }f++++++++++++++++++♦+++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 145.000 to Point/Station 203.000 **** STREET FLOW TRAVEL TIME + SUBAREA FLOW ADDITION **** ------------------------------------------ fop---of street segment elevation = 65.000(Ft. ) End of street segment elevation = 64.500 Ft Length of street segment = 400.000(Ft. ) Height of curb above gutter flowline _ 8.0( In. ) Width of half street (curb to crown) 20.000(Ft. ) Distance from crown to crossfall grade break = 18.000(Ft. ) Slope from gutter to grade break (v/hz) = 0.020 Slope from grade break to crown (v/hz) = 0.020 Street flow is on [21 side(s) of the street Distance from curb to property line = 8.000(Ft. ) Slope from curb to property line (v/hz) = 0.020 Cutter width = 2.000(Ft. ) Cutter hike from flowline = 2.000(In. ) Manning's N in gutter = 0.0130 Manning's N from gutter to grade break = 0.0130 Manning's N from grade break to crown = 0.0150 Estimated mean flow rate at midpoint of street 29.741(CFS) Depth of flow = 0.729(Ft. ) Average velocity = 1 .797(Ft/s) Warning: depth of flow exceeds top of curb Note: depth of flow exceeds top of street crown. Distance that curb overflow reaches into property = 3. 12(Ft. ) Streetflow hydraulics at midpoint of street travel : ' Hal€street flow width = 20.000(Ft. ) Flow velocity = 1 .80(Ft/s) Travel time = 3.71 min. TC - 18. 19 min. Adding area flow to street Rainfall intensity = 2.323(In/Hr) for a 25.0 year storm COMMERCIAL subarea type Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil (AMC 2) = 75.00 Pervious ratio(Ap) = 0. 1000 Max loss rate(Fm)= 0.020(In/Hr) Rainfall intensity = 2.323(In/Hr) for a 25.0 year storm Effective runoff coefficient used for area, (total area with modified ' rational method) (O=KCIA) is C = 0.892 Subarea runoff = 13.658(CFS) for 7.800(Ac. ) Total runoff = 34. 194(CFS) Total area = 16.50(Ac. ) Area averaged Fm value = 0.020( In/Hr) Street flow at end of street = 34.194(CFS) Half street flow at end of street = 17.097(CFS) Depth of flow = 0.766(Ft. ) Average velocity = 1 .868(Ft/s) Warning: depth of flow exceeds top of curb Note: depth of flow exceeds top of street crown. Distance that curb overflow reaches into property = 4.95(Ft. ) Flow width ( from curb towards crown)= 20.000(Ft. ) 110 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 203.000 to Point/Station 202.000 **** PIPEFLOW TRAVEL TIME (Program estimated size) **** Upstream point/station elevation = 56.00(Ft. ) Downstream point/station elevation = 16.70(Ft. ) Pipe length = 1000.00(Ft. ) Manning�s N = 0.013 No. of pipes = 1 Required pipe flow = 34. 194(CFS) Nearest computed pipe diameter = 24.00( In. ) Calculated individual pipe flow = 34.194(CFS) Normal flow depth in pipe = 15.68( In. ) Flow top width inside pipe = 22.84(In. ) Critical depth could not be calculated. Pipe flow velocity = 15.72(Ft/s) Travel time through pipe = 1 .06 min. Time of concentration (TC) = 19.25 min. 111 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 203.000 to Point/Station 202.000 **** CONFLUENCE OF MINOR STREAMS **** - --------------------------------------------------- Rainfall intensity = 2 249( In/Hr) for a 25.0 year storm Along Main Stream number: i in normal stream number 2 Stream flow area = 16.500(Ac. ) Runoff from this stream = 34. 194(CFS) Time of concentration = 19.25 min. Rainfall intensity = 2.249(In/Hr) Area averaged...loss .rate (En) = . . .0..0200(_In/Hr)_ __._ Area averaged Pervious ratio (Ap) = 0. 1000 Summary of stream data: Stream Flow rate TC Rainfall Intensity No. (CFS) (min) (In/Hr) 1 131 .834. 9.64 3.326 2 34. 194 19.25 2.249 Qmax(i ) _ 1 .000 * 1 .000 * 131 .834) + 1 .483 * 0.501 * 34. 194) + = 157.239 QBax(2) _ 0.671 * 1 .000 * 131 .834) + �i 1 .000 * 1 .000 * 34. 194) + = 122.700 Total of 2 streams to confluence: Flow rates before confluence point: 131 .834 34. 194 Maximum flow rates at confluence using above data: 157.239 122.700 Area of streams before confluence: 44.701 16.500 Effective area values after confluence: 52.967 61 .201 Results of confluence: Total flow rate = 157.239(CFS) Time of concentration = 9.642 min. Effective stream area after confluence = 52.967(Ac. ) Study area average Pervious fraction(Ap) = 0.207 Study area average soil loss rate(Fm) = 0.041 ( In/Hr) Study area total (this main stream) = 61.20(Ac. ) 112 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 202.000 to Point/Station 206.000 **** PIPEFLOW TRAVEL TIME (Program estimated size) **** Upstream point/station elevation = 16.70(Ft Downstream point/station elevation = 14.70(Ft. ) Pipe length = 200.00(Ft. ) Manning•s N = 0.013 No. of pipes = 1 Required pipe flow = 157.239(CFS) r Nearest computed pipe diameter = 51 .00( In. ) Calculated individual pipe flow = 157.239(CFS) Normal flow depth in pipe = 38.95( In. ) Flow top width inside pipe = 43.32( In. ) Critical Depth = 44. 19(In. ) Pipe flow velocity = 13.52(Ft/s) Travel time through pipe = 0.25 min. Time of concentration (TC) = 9.89 min. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 202.000 to Point/Station 206.000 **** CONFLUENCE OF MAIN STREAMS **** ---------------------------------------------------------- The following data inside Main Stream is listed: Rainfall intensity = 3.279( In/Hr) for a 25.0 year storm In Main Stream number: 1 Stream flow area = 52.967(Ac. ) Runoff from this stream = 157.239(CFS) Time of concentration = 9.89 min. Rainfall intensity = 3.279(In/Hr) Area averaged loss rate (Fm) = 0.0414(In/Hr) Area averaged Pervious ratio (Ap) = 0.2071 Program is now starting with Main Stream No. 2 +++++t++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 155.000 to Point/Station 155.000 **** USER DEFINED FLOW INFORMATION AT A POINT **** --APARTMENT subarea t----------- yp---e------------ ----------------------------------- Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil (AMC 2) = 75.00 Pervious ratio(Ap) = 0.2000 Max loss rate(Fm)= 0.040(In/Hr) Rainfall intensity = 1 .750(In/Hr) for a 25.0 year storm User specified values are as follows: TC = 30.00 min. Rain intensity = 1 .75(In/Hr) Total area = 210.00(Ac. ) Total runoff = 320.00(CFS) 113 , ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 155.000 to Point/Station 156.000 **** PIPEFLOW TRAVEL TIME (Program estimated size) **** ---------------------------------------------------------------------- Upstream point/station elevation = 16.00(Ft. ) Downstream point/station elevation = 15.52(Ft. ) Pipe length = 360.00(Ft. ) Manning's N = 0.013 No. of pipes = 1 Required pipe flow = 320.000(CFS) Nearest computed pipe diameter 93.00( In. ) Calculated individual pipe flow 320.000(CFS) Normal flow depth in pipe = 80.63(In. ) Flow top width inside pipe = 63. 17( In. ) Critical Depth = 54.86( In. ) Pipe flow velocity = 7.36(Ft/s) Travel time through pipe = 0.82 min. Time of concentration (TC) = 30.82 min. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 155.000 to Point/Station 156.000 **** CONFLUENCE OF MINOR STREAMS **** Rainfall intensity = 1 .723(In/Hr) for a 25.0 year storm Along Main Stream number: 2 in normal stream number 1 Stream flow area = 210.000(Ac. ) Runoff from this stream = 320.000(CFS) Time of concentration = 30.82 min. Rainfall intensity = 1 .723(In/Hr) Area averaged loss rate (Fm) = 0.0400(In/Hr) Area averaged Pervious ratio (Ap) = 0.2000 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 207.000 to Point/Station 160.000 **** INITIAL AREA EVALUATION **** RESIDENTIAL(------- 11-+----- dwl/----acre)---------------------------------------------- RE Decimal fraction soil group A = 0.000 Decimal fraction soil group B 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil (AMC 2) = 75.00 Pervious ratio(Ap) = 0.2000 Max loss rate(Fm)= 0.040(In/Hr) Initial subarea data: Initial area flow distance = 550.000(Ft. ) Top (of initial area) elevation = 64.000(Ft. ) Bottom (of-- initial area) elevation = 56.000(Ft.. ) Difference in elevation = 8.000(Ft. ) Slope = 0.01455 s(%)= 1 .45 TC = k(0.324)*[ ( lengthA3)/(elevation change) ]^0.2 Initial area time of concentration = 9.422 min. Rainfall intensity = 3.370( In/Hr) for a 25.0 year storm Effective runoff coefficient used for area (O=KCIA) is C = 0.889 Subarea runoff = 29.371 (CFS) Total initial stream area = 9.800(Ac. ) Pervious area fraction = 0.200 Initial area Fm value = 0.040( ln/Hr) 114 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 160.000 to Point/Station 156.000 **** STREET FLOW TRAVEL TIME + SUBAREA FLOW ADDITION **** ---------------------------------------------------------------------- Top of street segment elevation = 56.000(Ft. ) End of street segment elevation = 35.000(Ft. ) Length of street segment = 900.000(Ft. ) Height of curb above gutter flowline = 2.0( In. ) Width of half street (curb to crown) = 20.000(Ft. ) Distance from crown to crossfall grade break = 18.000(Ft. ) Slope from gutter to grade break (v/hz) = 0.020 Slope from grade break to crown (v/hz) = 0.020 Street flow is on [21 side(s) of the street Distance from curb to property line = 2.000(Ft. ) Slope from curb to property line (v/hz) = 0.020 Gutter width = 2.000(Ft. ) Gutter hike from flowline = 2.000( In. ) Manning's N in gutter = 0.0130 Manning's N from gutter to grade break = 0.0130 Manning's N from grade break to crown = 0.0150 Estimated mean flow rate at midpoint of street = 76.424(CFS) Depth of flow = 0.565(Ft. ) Average velocity = 6.761(Ft/s) Warning: depth of flow exceeds top of curb Note: depth of flow exceeds top of street crown. Distance that curb overflow reaches into property = 19.92(Ft. ) Streetflow hydraulics at midpoint of street travel : Halfstreet flow width = 20.000(Ft. ) Flow velocity = 6.76(Ft/s) Travel time = 2.22 min. TC = 11 .64 min. Adding area flow to street Rainfall intensity = 2.990(In/Hr) for a 25.0 year storm RESIDENTIAL(11+ dwl/acre) Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil (AMC 2) = 75.00 Pervious ratio(Ap) = 0.2000 Max loss rate(Fm)= 0.040(In/Hr) Rainfall intensity = 2.990( In/Hr) for a 25.0 year storm Effective runoff coefficient used for area, (total area with modified rational method) (Q=KCIA) is C = 0.888 Subarea runoff = 80.011 (CFS) for 31 .400(Ac. ) Total runoff = 109.382(CFS) Total area = 41 .20(Ac. ) Area averaged Fm value = 0.040(In/Hr) Street flow at end of street = 109.382(CFS) Half street flow at end of street = 54.691 (CFS) Depth of flow = 0.631 (Ft. ) Average velocity = 7.691 (Ft/s) Warning: depth of flow exceeds top of curb Note: depth of flow exceeds top of street crown. Distance that curb overflow reaches into property = 23.24(Ft. ) Flow width (from curb towards crown)= 20.000(Ft. ) 115 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 160.000 to Point/Station 156.000 **** CONFLUENCE OF MINOR STREAMS **** ---------------------------------------------------------------------- Rainfall intensity = 2.990(In/Hr) for a 25.0 year storm Along Main Stream number: 2 in normal stream number 2 Stream flow area = 41 .200(Ac. ) Runoff from this stream = 109.382(CFS) Time of concentration = 11 .64 min. Rainfall intensity = 2.990(In/Hr) Area averaged loss rate (Fm) = 0.0400( In/Hr) Area averaged Pervious ratio (Ap) = 0.2000 Summary of stream data: Stream Flow rate TC Rainfall Intensity No. (CFS) (min) ( In/Hr) 1 320.000 30.82 1 .723 2 109.382 11 .64 2.990 Qmax(1 ) _ 1 .000 * 1 .000 * 320.000) + 0.571 * 1 .000 * 109.382) + = 382.416 Qmax(2) _ 1 .752 * 0.378 * 320.000) + 1 .000 * 1 .000 * 109.382) + = 321 .223 Total of 2 streams to confluence: Flow rates before confluence point: 320.000 109.382 Maximum flow rates at confluence using above data: 382.416 321 .223 Area of streams before confluence: 210.000 41 .200 Effective area values after confluence: 251 .200 120.529 Results of confluence: Total flow rate = 382.416(CFS) Time of concentration = 30.815 min. - Effective stream area after confluence = 251 .200(Ac. ) Study area average Pervious fraction(Ap) - 0.200 Study area average soil loss rate(Fm) = 0.040( In/Hr) Study area total (this main stream) = 251 .20(Ac. ) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 156.000 to Point/Station 206.000 **** PIPEFLOW TRAVEL TIME (Program estimated size) **** ---------------------------------------------------------------------- Upstream point/station elevation =Downstream point/station elevation = 14.70(Ft. ) Pipe length = 800.00(Ft. ) Manning's N = 0.013 No. of pipes = 1 Required pipe flow = 382.416(CFS) Nearest computed pipe diameter 105.00( In. ) Calculated individual pipe flow = 382.416(CFS) Normal flow depth in pipe = 90.94( In. ) Flow top width inside pipe = 71 .52(ln. ) Critical Depth = 58.00( In. ) Pipe flow velocity = 6.91 (Ft/s) Travel time through pipe = 1 .93 min. Time of concentration (TC) = 116 74 min. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station _.156.000 to Point/Station 206.000 **** CONFLUENCE OF MAIN STREAMS **** --------------------------- ---------------------- ------------------- The following data inside Main Stream is listed: Rainfall intensity = 1 665(In/Hr) for a 25.0 year storm In Main Stream number: 2 Stream flow area = 251 .200(Ac. ) Runoff from this stream = 382.416(CFS) Time of concentration = 32.74 min. Rainfall intensity = 1 .665(In/Hr) Area averaged loss rate (Fm) = 0.0400( In/Hr) Area averaged Pervious ratio (Ap) = 0.2000 Summary of stream data: Stream Flow rate TC Rainfall Intensity No. (CFS) (min) ( In/Hr) 1 157.239 9.89 3.279 2 382.416 32.74 1 .665 Omax(1) _ 1 .000 * 1 .000 * 157.239) + 1 .993 * 0.302 * 382.416) + = 387.429 Qmax(2) _ 0.501 * 1 .000 * 157.239) + 1 .000 * 1 .000 * 382.416) + = 461.270 Total of 2 main streams to confluence: Flow rates before confluence point: 157.239 382.416 Maximum flow rates at confluence using above data: 387.429 461 .270 Area of streams before confluence: 52.967 251 .200 Effective area values after confluence: 128.829 304. 167 Results of confluence: Total flow rate = 461 .270(CFS) Time of concentration = 32.745 min. - Effective stream area after confluence 304. 167(Ac. ) Study area average Pervious fraction(Ap) = 0.201 Study area average soil loss rate(Fm) = 0.040( In/Hr) Study area total = 304. 17(Ac. ) 117 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 206.000 to Point/Station 150.000 **** PIPEFLOW TRAVEL TIME (Program estimated size) **** Up--stream-------point/station---------------elevation ==--------- ----- 70�14 Ft �- -- --� ----- Downstream point/station elevation = 14. 10(Ft. ) Pipe length = 470.00(Ft. ) Manning's N = 0.013 No. of pipes = 1 Required pipe flow = 461 .270(CFS) Nearest computed pipe diameter 108.00( In. ) Calculated individual pipe flow = 461 .270(CFS) Normal flow depth in pipe = 92.25(In. ) Flow top width inside pipe = 76.23( In. ) Critical Depth = 63.37( In. ) Pipe flow velocity = 7.97(Ft/s) Travel time through pipe = 0.98 min. Time of concentration (TC) = 33.73 min. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 150.000 to Point/Station 150.000 **** SUBAREA FLOW ADDITION **** Rainfall intensity = 1 .637 In Hr for a 25.0 ear storm RESIDENTIAL(8 - 10 dwl/acre) Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil (AMC 2) = 75.00 Pervious ratio(Ap) = 0.4000 Max loss rate(Fm)= 0.080(In/Hr) Time of concentration = 33.73 min. Rainfall intensity = 1 .637(In/Hr) for a 25.0 year storm Effective runoff coefficient used for area, (total area with modified rational method) (Q=KCIA) is C = 0.895 Subarea runoff = 6.095(CFS) for 21 .500(Ac. ) Total runoff = 467.365(CFS) Total area = 325.67(Ac. ) Area averaged Fm value = 0.043(In/Hr) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 150.000 to Point/Station 135.000 **** PIPEFLOW TRAVEL TIME (Program estimated size) **** ---------------------------------------------------------------------- Upstream point/station elevation = 14. 10(Ft. ) Downstream point/station elevation = 13.40(Ft. ) Pipe length = 560.00(Ft. ) Manning•s N = 0.013 No. of pipes = 1 Required pipe flow = 467.365(CFS) Nearest computed pipe diameter 108.00( In. ) Calculated individual pipe flow = 467.365(CFS) Normal flow depth in pipe = 95.63( In. ) Flow top width inside pipe = 68.80(In. ) Critical Depth = 63.87( In. ) Pipe flow velocity = 7.84(Ft/s) Travel time through pipe = 1 . 19 min. Time of concentration (TC) = 34.92 min. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 150.000 to Point/Station 135.000 **** CONFLUENCE OF MAIN STREAMS **** The following data inside Main Stream is listed. Rainfall intensity = 1.606(In/Hr) for a 25.0 year storm In Main Stream number: i Stream flow area = 325.667(Ac. ) Runoff from this stream = 467.365(CFS) Time of concentration = 34.92 min. Rainfall intensity = 1 .606( In/Hr) Area averaged loss rate (Fm) = 0.0429( In/Hr) Area averaged Pervious ratio (Ap) = 0.2144 Program is now starting with Main Stream No. 2 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 216.000 to Point/Station 135.000 **** USER DEFINED FLOW INFORMATION AT A POINT **** - 4 dwl/RESIDENTIAL(3 ------ TIAL -----------acre)---------------------------------------------- Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil(AMC 2) = 75.00 Pervious ratio(Ap) = 0.6000 Max loss rate(Fm)= 0. 120( In/Hr) Rainfall intensity = 2.341 (In/Hr) for a 25.0 year storm User specified values are as follows: . TC = 17.93 min. Rain intensity = 2.34(In/Hr) Total area = 202.99(Ac. ) Total runoff = 419.92(CFS) 119 r --- - - - - - - - - - � r ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 216.000 to Point/Station 135.000 **** CONFLUENCE OF MAIN STREAMS **** ----------7----------------------------------------------------------- The following data inside Main Stream is listed: Rainfall intensity = 2.341( In/Hr) for a 25.0 year storm In Main Stream number: 2 Stream flow area = 202.990(Ac. ) Runoff from this stream = 419.920(CFS) Time of concentration = 17.93 min. Rainfall intensity = 2.341 ( In/Hr) Area averaged loss rate (Fm) = 0. 1200(In/Hr) Area averaged Pervious ratio (Ap) = 0.6000 Summary of stream data: Stream Flow rate TC Rainfall Intensity No. (CFS) (min) (In/Hr) 1 467.365 34.92 1.606 2 419.920 17.93 2.341 Qmax(1) _ 1 .000 * 1.000 * 467.365) + 0.669 * 1 .000 * 419.920) + = 748. 192 Omax(2) _ 1 .471 * 0.513 * 467.365) + 1 .000 * 1 .000 * 419.920) + = 772.903 Total of 2 main streams to confluence: Flow rates before confluence point: 467.365 419.920 Maximum flow rates at confluence using above data: 748.192 772.903 Area of streams before confluence: 325.667 202.990 Effective area values after confluence: 528.657 370.216 Results of confluence: Total flow rate = 772.903(CFS) Time of concentration = 17.930 min. - Effective stream area after confluence 370.216(Ac. ) Study area average Pervious fraction(Ap) = 0.362 Study area average soil loss rate(Fm) = 0.072( In/Hr) Study area total = 528.66(Ac. ) r 120 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 170.000 to Point/Station 171 .000 **** INITIAL AREA EVALUATION **** ---------------------------------------------------------------------- RESIDENTIAL(3 - 4 dwl/acre) Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil (AMC 2) = 75.00 Pervious ratio(Ap) = 0.6000 Max loss rate(Fm)= 0. 120( In/Hr) Initial subarea data: Initial area flow distance = 1000.000(Ft. ) Top (of initial area) elevation = 81 .000(Ft. ) Bottom (of initial area) elevation = 72.500(Ft. ) Difference in elevation = 8.500(Ft. ) Slope = 0.00850 s(%)= 0.85 TC = k(0.412)*[(lengthA3)/(elevation change) ]"0.2 Initial area time of concentration = 16.944 min. Rainfall intensity = 2.418(In/Hr) for a 25.0 year storm Effective runoff coefficient used for area (Q=KCIA) is C = 0.855 Subarea runoff = 19.231(CFS) Total initial stream area = 9.300(Ac. ) Pervious area fraction = 0.600 Initial area Fm value = 0. 120(In/Hr) j ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 171 .000 to Point/Station 175.000 **** SUBAREA FLOW ADDITION **** Rainfall intensity = 2.418( In/Hr) for a 25.0 year storm RESIDENTIAL(3 - 4 dwl/acre) Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil (AMC 2) = 75.00 Pervious ratio(Ap) 0.6000 Max loss rate(Fm)= 0. 120(In/Hr) Time of concentration = 16.94 min. Rainfall intensity - 2.418(In/Hr) for a 25.0 year storm Effective runoff coefficient used for area, (total area with modified rational method) (0=KCIA) is C = 0.855 Subarea runoff = 17.576(CFS) for 8.500(Ac. ) Total runoff = 36.807(CFS) Total area = 17.80(Ac. ) Area averaged Fm value = 0. 120( In/Hr) 121 Process from Point/Station 175.000 to Point/Station 174.000 **** PIPEFLOW TRAVEL TIME (Program estimated size) **** ---------------------------------------------------------------------- Upstream point/station elevation = 60.00(Ft. ) Downstream point/station elevation = 47.50(Ft. ) Pipe length = 1350.00(Ft. ) Manning's N = 0.013 No. of pipes = 1 Required pipe flow = 36.807(CFS) Nearest computed pipe diameter 30.00(In. ) Calculated individual pipe flow = 36.807(CFS) Normal flow depth in pipe = 22.95(In. ) Flow top width inside pipe = 25.45( In. ) Critical Depth = 24.66( In. ) Pipe flow velocity = 9. 14(-Ft/s) Travel time through pipe = 2.46 min. Time of concentration (TC) = 19.41 min. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 174.000 to Point/Station 185.000 **** IRREGULAR CHANNEL FLOW TRAVEL TIME **** Depth of flow--_----0.798(Ft.)---------------------------------- ----- Average velocity = 5.786(Ft/s) ******* Irregular Channel Data *********** ----------------------------------------------------------------- Information entered for subchannel number 1 : Point number •X• coordinate 'Y• coordinate 1 0.00 10.00 2 100.00 0.00 3 200.00 10.00 Manning_+-_'N'_friction_ -----fact.or 0_025-------------------------- Sub Channel flow = 36.807(CFS) • flow top width = 15.951 (Ft. ) • velocity= 5.786(Ft/s) • area = 6.361 (Sq.Ft) • Froude number = 1 .615 Upstream point elevation = 47.500(Ft. ) Downstream point elevation = 34.500(Ft. ) Flow length = 400.000(Ft. ) Travel time = 1 . 15 min. Time of concentration = 20.56 min. Depth of flow = 0.798(Ft. ) Average velocity = 5.786(Ft/s) Total irregular channel flow = 36.807(CFS) Irregular channel normal depth above invert elev. = 0.798(Ft. ) Average velocity of channel(s) = 5.786(Ft/s) Sub-Channel No. 1 Critical depth = 0.969(Ft. ) • Critical flow top width = 19.375(Ft. ) Critical flow velocity 3.922(Ft/s) r Critical flow area = 9.385(Sq.Ft) i I 122 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 174.000 to Point/Station 185.000 **** SUBAREA FLOW ADDITION **** --------------------------------------------------�------------------- Rainfall intensity = 2. 167( In/Hr) for a 25.0 year storm RESIDENTIAL O - 4 dwl/acre) Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil (AMC 2) = 75.00 Pervious ratio(Ap) = 0.6000 Max loss rate(Fm)= 0. 120( In/Hr) Time of concentration = 20.56 min. Rainfall intensity = 2. 167(In/Hr) for a 25.0 year storm Effective runoff coefficient used for area, (total area with modified rational method) (Q=KCIA) is C = 0.850 Subarea runoff = 44.619(CFS) for 26.400(Ac. ) Total runoff = 81 .426(CFS) Total area = 44.20(Ac. ) Area averaged Fm value = 0. 120(In/Hr) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 174.000 to Point/Station 185.000 **** CONFLUENCE OF MAIN STREAMS **** The following data inside Main Stream is listed Rainfall intensity = 2. 167(In/Hr) for a 25.0 year storm In Main Stream number: 1- Stream flow area = 44.200(Ac. ) Runoff from this stream = 81 .426(CFS) Time of concentration = 20.56 min. Rainfall intensity = 2. 167( In/Hr) Area averaged loss rate (Fm) = 0.1200(In/Hr) Area averaged Pervious ratio (Ap) = 0.6000 Program is now starting with Main Stream No. 2 123 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 180.000 to Point/Station 181 .000 **** INITIAL AREA EVALUATION **** RESIDENTIAL(3 - 4 dwl/acre) Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil (AMC 2) = 75.00 Pervious ratio(Ap) = 0.6000 Max loss rate(Fm)= 0. 120( In/Hr) Initial subarea data: Initial area flow distance = 750.000(Ft. ) Top (of initial area) elevation = 81 .000(Ft. ) Bottom (of initial area) elevation = 70.000(Ft. ) Difference in elevation = 11 .000(Ft. ) Slope = 0.01467 s(%)= 1 .47 TC = k(0.412)*[(length^3)/(elevation change) ]^0.2 Initial area time of concentration = 13.541 min. Rainfall intensity = 2.745(In/Hr) for a 25.0 year storm Effective runoff coefficient used for area (Q=KCIA) is C = 0.861 Subarea runoff = 23.385(CFS) Total initial stream area = 9.900(Ac. ) Pervious area fraction = 0.600 Initial area Fm value = 0. 120(In/Hr) 124 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 181 .000 to Point/Station 182.000 **** IRREGULAR CHANNEL FLOW TRAVEL TIME **** ---------------------------------------------------------------------- Depth of flow = 0.977(Ft. ) Average velocity = 2.450(Ft/s) ******* Irregular Channel Data *********** ----------------------------------------------------------------- Information entered for subchannel number 1 : Point number 'X' coordinate 'Y' coordinate 1 0.00 10.00 2 100.00 0.00 3 200.00 10.00 Manning's IN' friction factor = 0.025 ------------------------------`--- --------- --- ---------------- Sub-Channel flow = 23.385 CFS • flow top width = 19.541(Ft. ' velocity= 2.450(Ft/s) ' area = 9.546(Sq.Ft) ' • Froude number = 0.618 Upstream point elevation = 70.000(Ft. ) Downstream point elevation = 68.000(Ft. ) Flow length = 450.000(Ft. ) Travel time = 3.06 min. Time of concentration = 16.60 min. Depth of flow = 0.977(Ft. ) Average velocity = 2.450(Ft/s) Total irregular channel flow = 23.385(CFS) Irregular channel normal depth above invert elev. = 0.977(Ft. ) Average velocity of channel(s) = 2.450(Ft/s) Sub-Channel No. 1 Critical depth = 0.805(Ft. ) ' Critical flow top width = 16.094(Ft. ) Critical flow velocity= 3.612(Ft/s) ' Critical flow area = 6.475(Sq.Ft) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 181 .000 to Point/Station 182.000 **** SUBAREA FLOW ADDITION **** -------------------------------------=-------------------------------- Rainfall intensity = 2 446(In/Hr) for a 25.0 year storm RESIDENTIAL(3 - 4 dwl/acre) Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 .Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil (AMC 2) = 75.00 Pervious ratio(Ap) = 0.6000 Max loss rate(Fm)= 0. 120( In/Hr) Time of concentration = 16.60 min. ' Rainfall intensity = 2.446( In/Hr) for a 25.0 year storm Effective runoff coefficient used for area, (total area with modified rational method) (Q=KCIA) is C = 0.856 Subarea runoff = 5.080(CFS) for 3.700(Ac. ) Total runoff = 28.465(CFS) Total area = 13.60(Ac. ) Area averaged Fm value = 0. 120( In/Hr) 125 ++++++++++++++++++++++++++++++++++++++++++++++++t+++++++++++++++++++++ Process from Point/Station 182.000 to Point/Station 185.000 **** IRREGULAR --- CHANNELFLOW- TRAVELTIME --- - - Dep--h—o -low 0.782(Ft. ) -------*-*-*- Average * ---------------- velocity = 4.656(Ft/s) --------*******-Irregular Channel Data *********** ------------------------------------------------- Information entered for subchannel number 1 : Point number '%• coordinate •Y• coordinate 1 0.00 10.00 2 100.00 0.00 3 200.00 10.00 Manning's •N' friction factor = 0.025 ----------------------------------------------------------------- Sub-Channel flow = 28.465(CFS) ' flow top width = 15.637(Ft. ) • velocity= 4.656(Ft/s) ' area = 6. 113(Sq.Ft) • Froude number = 1 .312 Upstream point elevation = 68.000(Ft. ) Downstream point elevation = 34.500(Ft. ) Flow length =- 1550.000(Ft. ) Travel time 5.55 min. Time of concentration = 22. 15 min. ' Depth of flow = 0.782(Ft. ) Average velocity = 4.656(Ft/s) Total irregular channel flow = 28.465(CFS) Irregular channel normal depth above invert elev. = 0.782(Ft. ) Average velocity of channel (s) = 4.656(Ft/s) Sub-Channel No. 1 Critical depth = 0.875(Ft. ) ' Critical flow top width = 17.500(Ft. ) ' Critical flow velocity= 3.718(Ft/s) ' Critical flow area = 7.656(Sq.Ft) 126 Process from Point/Station 182.000 to Point/Station 185.000 **** SUBAREA FLOW ADDITION **** Rainfall intensity = 2.077( In/Hr) for a 25.0 year storm RESIDENTIAL(3 - 4 dwl/acre) Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil (AMC 2) = 75.00 Pervious ratio(Ap) = 0.6000 Max loss rate(Fm)= 0.120( In/Hr) Time of concentration = 22. 15 min. Rainfall intensity = 2.077( In/Hr) for a 25.0 year storm Effective runoff coefficient used for area, (total area with modified rational method) (A=KCIA) is C = 0.848 Subarea runoff = 30. 197(CFS) for 19.700(Ac. ) Total runoff = 58.662(CFS) Total area = 33.30(Ac. ) Area averaged Fm value = 0. 120( In/Hr) 127 ' ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 182.000 to Point/Station 185.000 ****-CONFLUENCE-OF-MAIN-STREAMS ****---- The following data inside Main Stream is listed: Rainfall intensity = 2.077(In/Hr) for a 25.0 year storm In Main Stream number: 2 Stream flow area = 33.300(Ac. ) Runoff from this stream = 58.662(CFS) Time of concentration = 22. 15 min. Rainfall intensity = 2.077(In/Hr) Area averaged loss rate (Fm) = 0. 1200(In/Hr) Area averaged Pervious ratio (Ap) = 0.6000 Summary of stream data: Stream Flow rate TC Rainfall Intensity No. (CFS) (min) ( In/Hr) 1 81 .426 20.56 2. 167 ' 2 58.662 22. 15 2.077 Qmax(1) _ 1.000 * 1 .000 * 81 .426) + 1 .046 * 0.928 * 58.662) + = 138.365 Qmax(2) _ 0.956 * 1 .000 * 81 .426) + 1 .000 * 1 .000 * 58.662) + = 136.527 Total of 2 main streams to confluence: Flow rates before confluence point: 81 .426 58.662 Maximum flow rates at confluence using above data: 138.365 136.527 Area of streams before confluence: 44.200 33.300 Effective area values after confluence: 75. 108 77.500 Results of confluence: Total flow rate = 138.365(CFS) Time of concentration = 20.559 min. Effective stream area after confluence = 75. 108(Ac. ) Study area average Pervious fraction(Ap) = 0.600 Study area average soil loss rate(Fm) = 0. 120( In/Hr) Study area total = 77.50(Ac. ) I 128 ' .....+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 185.000 to Point/Station 186.000 **** PIPEFLOW TRAVEL TIME (Program estimated size) **** ---------------------------------------------------------------------- Upstream point/station elevation = 34.50(Ft. ) Downstream point/station elevation = 33.00(Ft. ) _ _Pipe .length. .153.00(Ft..) Manning's N = 0.013 . No. of pipes = i Required pipe flow = 138.365(CFS) Nearest computed pipe diameter 48.00( In. ) Calculated individual pipe flow 138.365(CFS) Normal flow depth in pipe = 38.25( In. ) Flow top width inside pipe = 38.62(In. ) Critical Depth = 41 .96(In. ) Pipe flow velocity = 12.90(Ft/s) Travel time through pipe = 0.20 min. Time of concentration (TC) = 20.76 min. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 205.000 to Point/Station 218.000 **** INITIAL AREA EVALUATION **** RE95ENTIAL(8 - 10 dwl/acre) --------------------- Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil (AMC 2) = 75.00 Pervious ratio(Ap) = 0.4000 Max loss rate(Fm)= 0.080(In/Hr) Initial subarea data: Initial area flow distance = 1000.000(Ft. ) Top (of initial area) elevation = 111 .000(Ft. ) Bottom (of initial area) elevation = 75.000(Ft. ) Difference in elevation = 36.000(Ft. ) Slope = 0.03600 s(%)= 3.60 TC = k(0.374)*[( length^3)/(elevation change) ]^0.2 Initial area time of concentration = 11 .524 min. Rainfall intensity = 3.007(In/Hr) for a 25.0 year storm Effective runoff coefficient used for area (O=KCIA) is C = 0.876 Subarea runoff = 9.747(CFS) Total initial stream area = 3.700(Ac. ) Pervious area fraction = 0.400 ' Initial area Fm value = 0.080(In/Hr) 1 129 -- ------- --- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 218.000 to Point/Station 219.000 **** STREET FLOW TRAVEL TIME + SUBAREA FLOW ADDITION **** T ' ---op--- of-------street------segment----- el--evation--------= ------75 ---000(Ft--- ---) ------------------- End of street segment elevation = 69.000(Ft. ) Length of street segment = 690.000(Ft. ) Height of curb above gutter flowline = 8.0( In. ) Width of half street (curb to crown) = 20.000(Ft. ) Distance from crown to crossfall grade break = 18.000(Ft. ) ' Slope from gutter to grade break (v/hz) = 0.020 Slope from grade break to crown (v/hz) = 0.020 Street flow is on [2) side(s) of the street Distance from curb to property line = 8.000(Ft. ) ' Slope from curb to property line (v/hz) = 0.020 Gutter width = 2.000(Ft. ) Gutter hike from flowline = 2.000( In. ) Manning's N in gutter = 0.0130 - Manning's N from gutter to grade break = 0.0130 Manning's N from grade break to crown - 0.0150 Estimated mean flow rate at midpoint of street = 15.674(CFS) ' Depth of flow = 0.439(Ft. ) Average velocity = 3.062(Ft/s) Streetflow hydraulics at midpoint of street travel : Halfstreet flow width = 15.596(Ft. ) Flow velocity = 3.06(Ft/s) Travel time = 3.76 min. TC = 15.28 min. Adding area flow to street Rainfall intensity = 2.563( In/Hr) for a 25.0 year storm RESIDENTIAL(8 - 10 dwl/acre) Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil (AMC 2) = 75.00 Pervious ratio(Ap) = 0.4000 Max loss rate(Fm)= 0.080(In/Hr) Rainfall intensity = 2.563( In/Hr) for a 25.0 year storm Effective runoff coefficient used for area, (total area with modified ' rational method) (Q=KCIA) is C = 0.872 Subarea runoff = 8.580(CFS) for 4.500(Ac. ) Total runoff = 18.327(CFS) Total area = 8.20(Ac. ) Area averaged Fm value = 0.080(In/Hr) ' Street flow at end of street = 18.327(CFS) Half street flow at end of street = 9. 163(CFS) Depth of flow = 0.460(Ft. ) Average velocity = 3. 156(Ft/s) Flow width (from curb towards crown)= 16.664(Ft. ) ' 130 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ' Process from Point/Station 21-9.000 to Point/Station 210.000 **** STREET FLOW TRAVEL TIME + SUBAREA FLOW ADDITION **** To-------------------------------------------------------------------- ' Top of street segment elevation = 69.000(Ft. ) End of street segment elevation = 67.500(Ft. ) Length of street segment = 740.000(Ft. ) Height of curb above gutter flowline = 8.0( In. ) Width of half street (curb to crown) = 20.000(Ft. ) Distance from crown to crossfall grade break = 18.000(Ft. ) Slope from gutter to grade break (v/hz) = 0.020 ' Slope from grade break to crown (v/hz) = 0.020 Street flow is on [21 side(s) of the street Distance from curb to property line = 8.000(Ft. ) Slope from curb to property line (v/hz) = 0.020 Gutter width = 2.000(Ft. ) Gutter hike from flowline = 2.000( In. ) Manning's N in gutter = 0.0130 ' Manning's N from gutter to grade break = 0.0130 Manning's N from grade break to crown = 0.0150 Estimated mean flow rate at midpoint of street = 30. 172(CFS) Depth of flow = 0.661 (Ft. ) ' Average velocity = 2.213(Ft/s) Note: depth of flow exceeds top of street crown. Streetflow hydraulics at midpoint of street travel : Halfstreet flow width = 20.000(Ft. ) Flow velocity = 2.21 (Ft/s) Travel time = 5.57 min. TC = 20.85 min. Adding area flow to street ' Rainfall intensity = 2. 150(In/Hr) for a 25.0 year storm COMMERCIAL subarea type Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil (AMC 2) = 75.00 Pervious ratio(Ap) = 0. 1000 Max loss rate(Fm)= 0.020(In/Hr) Rainfall intensity = 2. 150(In/Hr) for a 25.0 year storm Effective runoff coefficient used for area, (total area with modified ' rational method) (G=KCIA) is C = 0.881 Subarea runoff = 17.262(CFS) for 10.600(Ac. ) Total runoff = 35.589(CFS) Total area = 18.80(Ac. ) Area averaged Fm value = 0.046( In/Hr) Street flow at end of street = 35.589(CFS) Half street flow .at. end ..of street.. = 17.794(CFS_) Depth of flow = 0.712(Ft. ) Average velocity = 2.254(Ft/s) Warning: depth of flow exceeds top of curb Note: depth of flow exceeds top of street crown. ' Distance that curb overflow reaches into property = 2.29(Ft. ) Flow width (from curb towards crown)= 20.000(Ft. ) 131 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 210.000 to Point/Station 211 .000 **** PIPEFLOW TRAVEL TIME (Program estimated size) **** --p------------------------------------------------------------------- Upstream point/station elevation = 58.80(Ft. ) Downstream point/station elevation = 53.00(Ft. ) Pipe length = 700.00(Ft. ) Manning•s N = 0.013 No. of pipes = 1 Required pipe flow = 35.589(CFS) ' Nearest computed pipe diameter 30.00( In. ) Calculated individual pipe flow 35.589(CFS) Normal flow depth in pipe = 23.44( In. ) Flow top width inside pipe = 24.80(In. ) Critical Depth = 24.30( In. ) Pipe flow velocity = 8.66(Ft/s) Travel time through pipe = 1 .35 min. Time of concentration (TC) = 22.20 min. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 210.000 to Point/Station 211 .000 **** CONFLUENCE OF MINOR STREAMS **** Rainfall intensity = 2.075(In/Hr) for a 25.0 year storm Along Main Stream number: 1 in normal stream number 1 Stream flow area = 18.800(Ac. ) Runoff from this stream = 35.589(CFS) Time of concentration = 22.20 min. Rainfall intensity = 2.075(In/Hr) ' Area averaged loss rate (Fm) = 0.0462( In/Hr) Area averaged Pervious ratio (Ap) = 0.2309 ' ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 219.000 to Point/Station 220.000 **** INITIAL AREA EVALUATION **** ' RESIDENTIAL(8 - 10 dwl/acre)------------------~--------------------- Decimal fraction soil group A = 0.000 ' Decimal fraction soil group B 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil (AMC 2) = 75.00 Pervious ratio(Ap) = 0.4000 Max loss rate(Fm)= 0.080( In/Hr) Initial subarea data: Initial area flow distance = 850.000(Ft. ) Top (of initial area) elevation = 70.00O(Ft. ) Bottom (of initial area) elevation = 66.500(Ft. ) Difference in elevation = 3.500(Ft. ) Slope = 0.00412 s(%)= 0.41 TC = k(0.374)*[(lengthA3)/(elevation change) ]1%0.2 Initial area time of concentration = 16.661 min. Rainfall intensity = 2.441 (In/Hr) for a 25.0 year storm Effective runoff coefficient used for area (O=KCIA) is C = 0.871 Subarea runoff = 19. 122(CFS) Total initial stream area = 9.000(Ac. ) Pervious area fraction = 0.400 Initial area Fm value = 0.080( In/Hr) 132 ' ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 220.000 to Point/Station 211 .000 **** STREET FLOW TRAVEL TIME + SUBAREA FLOW ADDITION **** ' -------- ---------� -Top of street ----- segment elevation = 66.500(Ft �------------------ -- End of street segment elevation = 65.000(Ft. ) Length of street segment = 450.000(Ft. ) ' Height of curb above gutter flowline _ 8.0( In. ) Width of half street (curb to crown) = 20.000(Ft. ) Distance from crown to crossfall grade break = 18.000(Ft. ) Slope from gutter to grade break (v/hz) = 0.020 Slope from grade break to crown (v/hz) = 0.020 Street flow is on [21 side(s) of the street Distance from curb to property line = 8.000(Ft. ) ' Slope from curb to property line (v/hz) = 0.020 Gutter width = 2.000(Ft. ) Gutter hike from flowline = 2.000( In. ) Manning's N in gutter = 0.0130 Manning's N from gutter to grade break = 0.0130 Planning's N from grade break to crown = 0.0150 Estimated mean flow rate at midpoint of street = 26.876(CFS) Depth of flow = 0.591 (Ft. ) Average velocity = 2.479(Ft/s) Note: depth of flow exceeds top of street crown. ' Streetflow hydraulics at midpoint of street travel : Halfstreet flow width = 20.000(Ft. ) Flow velocity = 2.48(Ft/s) Travel time = 3.03 min. TC = 19.69 min. Adding area flow to street Rainfall intensity = 2.221(In/Hr) for a 25.0 year storm RESIDENTIAL(8 - 10 dwl/acre) ' Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 ' SCS curve number for soil (AMC 2) = 75.00 Pervious ratio(Ap) = 0.4000 Max loss rate(Fm)= 0.080( In/Hr) Rainfall intensity= 2.221(In/Hr) for a 25.0 year storm Effective runoff coefficient used for area, (total area with modified rational method) (G=KCIA) is C = 0.868 Subarea runoff = 12.283(CFS) for 7.300(Ac. ) Total runoff = 31 .405(CFS) Total area = 16.30(Ac. ) ' Area averaged Fm value = 0.080( In/Hr) Street flow at end of street = 31 .405(CFS) Half street flow at end of street = 15.703(CFS) Depth of flow = 0.619(Ft. ) Average velocity = 2.625(Ft/s) Note: depth of flow exceeds top of street crown. Flow width (from curb towards crown)= 20.000(Ft. ) 1 ' 133 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 220.000 to Point/Station 211 .000 **** CONFLUENCE OF MINOR STREAMS **** ---------------------------------------------------------------------- R' ainfall intensity = 2.221 ( In/Hr) for a 25.0 year storm Along Main Stream number: 1 in normal stream number 2 Stream flow area = 16.300(Ac. ) ' Runoff from this stream = 31 .405(CFS) Time of concentration = 19.69 min. Rainfall intensity = 2.221 ( In/Hr) Area averaged loss rate (Fm) = 0.0800( In/Hr) ' Area averaged Pervious ratio (Ap) = 0.4000 Summary of stream data: Stream Flow rate TC Rainfall Intensity No. (CFS) (min) (In/Hr) ' 1 35.589 22.20 2.075 2 31 .405 19.69 2.221 Qmax( i) _ 1 .000 * 1 .000 * 35.589) + 0.932 * 1.000 * 31 .405) + = 64.851 Qmax(2) _ 1.072 * 0.887 * 35.589) + ' 1 .000 * 1.000 * 31 .405) + = 65.235 Total of 2 streams to confluence: ' Flow rates before confluence point: 35.589 31 .405 Maximum flow rates at -confluence using above data: 64.851 65.235 Area of streams before confluence: 18.800 16.300 Effective area values after confluence: 35. 100 32.970 Results of confluence: Total flow rate = 65.235(CFS) Time of concentration = 19.686 min. Effective stream area after confluence = 32.970(Ac. ) Study area average Pervious fraction(Ap) = 0.309 Study area average soil loss rate(Fm) = 0.062(In/Hr) ' Study area total (this main stream) = 35. 10(Ac. ) 134 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 211 .000 to Point/Station 213.000 **** PIPEFLOW TRAVEL TIME (Program estimated size) **** ---------------------------------------------------------------------- Upstream point/station elevation = 53.00(Ft. ) Downstream point/station elevation = 47.70(Ft. ) Pipe length = 650.00(Ft. ) Manning's N = 0.013 No. of pipes = 1 Required pipe flow = 65.235(CFS) Nearest computed pipe diameter 39.00(In. ) Calculated individual pipe flow 65.235(CFS) Normal flow depth in pipe = 28.27( In. ) Flow top width inside pipe = 34.84( In. ) Critical Depth = 30.86( In. ) Pipe flow velocity = 10. 13(Ft/s) Travel time through pipe = 1 .07 min. ' Time of concentration (TC) = 20.76 min. M ..............................++++++.................................. Process from Point/Station 211 .000 to Point/Station 213.000 **** CONFLUENCE OF MINOR STREAMS **** -------------------------- ------------------------------------------ Rainfall intensity = 2. 155(In/Hr) for a 25.0 year storm Along Main Stream number: 1 in normal stream number 1 Stream flow area = 32.970(Ac. ) Runoff from this stream = 65.235(CFS) Time of concentration = 20.76 min. Rainfall intensity = 2. 155( In/Hr) Area averaged loss rate (Fm) = 0.0619( In/Hr) Area averaged Pervious ratio (Ap) .= 0.3094 i 1 1 r r r r r 135 r ' ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 212.000 to Point/Station 214.000 **** INITIAL AREA EVALUATION **** COMMERCIAL subarea type ----------------------------------------------- Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil (AMC 2) = 75.00 ' Pervious ratio(Ap) = 0. 1000- Max loss rate(Fm)= 0.020( In/Hr) Initial subarea data: Initial area flow distance - 830.000(Ft. ) Top (of initial area) elevation = 69.800(Ft. ) Bottom (of initial area) elevation = 66.200(Ft. ) Difference in elevation = 3.600(Ft. ) Slope = 0.00434 s(%)= 0.43 TC = k(0.304)*[(lengthA3)/(elevation change))^0.2 Initial area time of concentration = 13.276 min. Rainfall intensity = 2.776( In/Hr) for a 25.0 year storm Effective runoff coefficient used for area (Q=KCIA) is C = 0.894 Subarea runoff = 14.880(CFS) Total initial stream area = 6.000(Ac. ) Pervious area fraction = 0. 100 ' Initial area Fm value = 0.020(In/Hr) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 214.000 to Point/Station 213.000 **** SUBAREA FLOW ADDITION **** Rainfall intensity = 2.776(In/Hr) for a 25.0 year storm COMMERCIAL subarea type Decimal fraction soil group A = 0.000 Decimal fraction soil group B 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil (AMC 2) = 75.00 Pervious ratio(Ap) = 0. 1000 Max loss rate(Fm)= 0.020(In/Hr) Time of concentration = 13.28 min. Rainfall intensity = 2.776(In/Hr) for a 25.0 year storm Effective runoff coefficient used for area, (total area with modified rational method) (0=KCIA) is C = 0.894 Subarea runoff = 10.416(CFS) for 4.200(Ac. ) Total runoff = 25.296(CFS) Total area = 10.20(Ac. ) Area averaged Fm value = 0.020(In/Hr) 1 136 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 214.000 to Point/Station 213.000 **** CONFLUENCE OF MINOR STREAMS **** R-ainf----all-----int--------ensity-=--------2 --776�- --InHr)-----for---a----- ----- ear------ storm-------- 25-- 0 y Along Main Stream number: 1 in normal stream number 2 Stream flow area = 10.200(Ac. ) Runoff from this stream = 25.296(CFS) Time of concentration = 13.28 min. Rainfall intensity = 2.776( In/Hr) Area averaged loss rate (Fm) = 0.0200( In/Hr) Area averaged Pervious ratio (Ap) = 0. 1000 Summary of stream data: Stream Flow rate TC Rainfall Intensity No. (CFS) (min) ( In/Hr) 1 65.235 20.76 2. 155 2 25.296 13.28 2.776 Qmax(1) 1 .000 * 1 .000 * 65.235) + 0.775 * 1 .000 * 25.296) + = 84.837 Qmax(2) _ 1 .296 * 0.640 * 65.235) + ' 1 .000 * 1 .000 * 25.296) + = 79.385 Total of 2 streams to confluence: Flow rates before confluence point: 65.235 25.296 Maximum flow rates at confluence using above data: .84.837 79.385 Area of streams before confluence: 32.970 10.200 Effective area values after confluence: 43. 170 31 .289 Results of confluence: Total flow rate = 84.837(CFS) Time of concentration = 20.755 min. Effective stream area after confluence = 43. 170(Ac. ) Study area average Pervious fraction(Ap) = 0.260 Study area average soil loss rate(Fm) = 0.052(in/Hr) Study area total (this main stream) = 43. 17(Ac. ) ' 137 t tttt tt t +tt♦ t ♦ttttttttttttttt♦ttt♦ t ttttttttt tttttttttttttttttttttttttt Process from Point/Station 213.000 to Point/Station 260.000 **** PIPEFLOW TRAVEL TIME (Program estimated size) **** -----------7---------------------------------------------------------- Upstream point/station elevation = 65.20(Ft. ) Downstream point/station elevation = 59.50(Ft. ) Pipe length = 650.00(Ft. ) Manning's N = 0.013 No. of pipes = 1 Required pipe flow = 84.837(CFS) Nearest computed pipe diameter = 42.00( In. ) Calculated individual pipe flow = 84.837(CFS) Normal flow depth in pipe = 31 . 17( In. ) Flow top width inside pipe = 36.74( In. ) Critical Depth = 34.42( In. ) Pipe flow velocity = 11 .08(Ft/s) Travel time through pipe = 0.98 min. Time of concentration (TC) = 21 .73 min. t+tttttttttt+tttttttttttttttttttttttttttttttttttttttttt+tttttttttt+ttt Process from Point/Station 213.000 to Point/Station 260.000 **** CONFLUENCE OF MINOR STREAMS **** -------- ------------------------------------------------------ R ------- ainfall-intensity = 2.100(In/Hr) for a 25.0 year storm Along Main Stream number: 1 in normal stream number 1 Stream flow area = 43. 170(Ac. ) Runoff from this stream = 84.837(CFS) Time of concentration = 21 .73 min. Rainfall intensity = 2. 100(In/Hr) Area averaged loss rate (Fm) = 0.0520(In/Hr) Area averaged Pervious ratio (Ap) = 0.2599 t++ttttt+ttt+ttt+tt+tttt+tttttt+tttttt++tttt+ttt+++++ttttttt++tt+ttt+t Process from Point/Station 255.000 to Point/Station 260.000 **** INITIAL AREA EVALUATION **** -- ------------------------------------------ --- RESIDENTIAL(11+ dwl/acre) Decimal fraction soil group A 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil (AMC 2) = 75.00 Pervious ratio(Ap) = 0.2000 Max loss rate(Fm)= 0.040( In/Hr) Initial subarea data: Initial area flow distance = 700.000(Ft. ) Top (of initial area) elevation = 64.000(Ft. ) Bottom (of initial area) elevation = 60.000(Ft. ) Difference in elevation = 4.000(Ft. ) Slope = 0.00571 s(%)= 0.57 TC = k(0.324)* [ ( length^3)/(elevation change)]^0.2 Initial area time of concentration = 12.508 min. Rainfall intensity = 2.871( In/Hr) for a 25.0 year storm Effective runoff coefficient used for area (O=KCIA) is C = 0.887 Subarea runoff = 18.343(CFS) Total initial stream area = 7.200(Ac . ) Pervious area fraction = 0.200 Initial area Fm value = 0.040( In/Hr) 138 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ' Process from Point/Station 255.000 to Point/Station 260.000 **** CONFLUENCE OF MINOR STREAMS **** ---------------------------------------------------------------------- Rainfall intensity = 2.871 (In/Hr) for a 25.0 year storm Along Main Stream number: 1 in normal stream number 2 Stream flow area = 7.200(Ac. ) Runoff from this stream = 18.343(CFS) Time of concentration = 12.51 min. Rainfall intensity = 2.871 (In/Hr) Area averaged loss rate (Fm) = 0.0400( In/Hr) Area averaged Pervious ratio (Ap) = 0.2000 Summary of stream data: Stream Flow rate TC Rainfall Intensity No. (CFS) (min) ( In/Hr) 1 84.837 21 .73 2. 100 2 18.343 12.51 2.871 Qmax(i ) = 1 .000 * 1 .000 * 84.837) + 0.728 * 1 .000 * 18.343) + = 98. 185 Qmax(2) = 1 .376 * 0.576 * 84.837) + 1 .000 * 1 .000 * 18.343) + = 85.549 Total of 2 streams to confluence: Flow rates before confluence point: 84.837 18.343 Maximum flow rates at confluence using above data: 98. 185 85.549 Area of streams before confluence: 43. 170 7.200 Effective area values after confluence: 50.370 32.046 Results of confluence: Total flow rate = 98. 185(CFS) Time of concentration = 21 .733 min. Effective stream area after confluence = 50.370(Ac. ) Study area average Pervious fraction(Ap) = 0.251 Study area average soil loss rate(Fm) = 0.050( In/Hr) Study area total (this main stream) = 50.37(Ac. ) 139 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 225.000 to Point/Station 230.000 **** INITIAL AREA EVALUATION **** ---------------------------------------------------------------------- RESIDENTIAL(8 - 10 dwl/acre) Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil (AMC 2) = 75.00 Pervious ratio(Ap) = 0.4000 Max loss rate(Fm)= 0.080( In/Hr) Initial subarea data: Initial area flow distance = 650.000(Ft. ) Top (of initial area) elevation = 66.000(Ft. ) Bottom (ofinitial area) elevation = 64.000(Ft. ) Difference in elevation = 2.000(Ft. ) Slope = 0.00308 s(%)= 0.31 TC = k(0.374)*[ (lengthA3)/(elevation change) ]A0.2 Initial area time of concentration = 15.864 min. Rainfall intensity = 2.509(In/Hr) for a 25.0 year storm Effective runoff coefficient used for area (O=KCIA) is C = 0.871 Subarea runoff = 18. 147(CFS) Total initial stream area = 8.300(Ac. ) Pervious area fraction = 0.400 Initial area Fm value = 0.080(In/Hr) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 235.000 to Point/Station 237.000 **** INITIAL AREA EVALUATION **** RESIDENTIAL(8 - 10 dwl/acre) - ---------- Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil (AMC 2) = 75.00 Pervious ratio(Ap) = 0.4000 Max loss rate(Fm)= 0.080( In/Hr) Initial subarea data: Initial area flow distance = 900.000(Ft. ) Top (of initial area) elevation = 120.000(Ft. ) Bottom (of initial area) elevation = 85.000(Ft. ) Difference in elevation = 35.000(Ft. ) Slope = 0.03889 s(%)= 3.89 TC = k(0.374)*[(lengthA3)/(elevation change)]^0.2 Initial area time of concentration = 10.879 min. Rainfall intensity = 3. 107(In/Hr) for a 25.0 year storm Effective runoff coefficient used for area (O=KCIA) is C = 0.877 Subarea runoff = 26. 150(CFS) Total initial stream area = 9.600(Ac. ) Pervious area fraction = 0.400 Initial area Fm value = 0.080( In/Hr) 140 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 237.000 to Point/Station 240.000 **** SUBAREA FLOW ADDITION **** ---------------------------------------------------------------------- Rainfall intensity = 3. 107( In/Hr) for a 25.0 year storm RESIDENTIAL(8 - 10 dwl/acre) Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil (AMC 2) = 75.00 Pervious ratio(Ap) = 0.4000 Max loss rate(Fm)= 0.080( In/Hr) Time of concentration = 10.88 min. Rainfall intensity = 3. 107( In/Hr) for a 25.0 year storm Effective runoff coefficient used for area, (total area with modified rational method) (Q=KCIA) is C = 0.877 Subarea runoff = 19.340(CFS) for 7. 100(Ac. ) Total runoff = 45.490(CFS) Total area = 16.70(Ac. ) Area averaged Fm value = 0.080( In/Hr) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 245.000 to Point/Station 247.000 **** INITIAL AREA EVALUATION **** --------------------------------------------------------------------- COMMERCIAL subarea type Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil (AMC 2) = 75.00 Pervious ratio(Ap) = 0. 1000 Max loss rate(Fm)= 0.020(In/Hr) Initial subarea data: Initial area flow distance = 900.000(Ft. ) Top (of initial area) elevation = 120.000(Ft. ) Bottom (of initial area) elevation = 96.500(Ft. ) Difference in elevation _ 23.500(Ft. ) Slope = 0.02611 s(%)= 2.61 TC = k(0.304)*( ( length^3)/(elevation change) ]^0.2 Initial area time of concentration = 9.576 min. Rainfall intensity = 3.339( In/Hr) for a 25.0 year storm Effective runoff coefficient used for area (Q=KCIA) is C = 0.895 Subarea runoff = 27.483(CFS) Total initial stream area = 9.200(Ac. ) Pervious area fraction = 0. 100 Initial area Fm value = 0.020( In/Hr) 141 ......tt+tt+t+t++++......t++ttt............++++++...........++++++++++ Process from Point/Station 247.000 to Point/Station 250.000 **** SUBAREA FLOW ADDITION **** --------------------------- ----------------------25-- --- ----- Rainfall intensity = 3 339( In/Hr) for a .0-y ear-storm------- COMMERCIAL subarea type - Decimal fraction soil group A = 0.000 Decimal fraction soil group B 0.000 Decimal fraction soil group C = 0.000 Decimal fraction soil group D = 1 .000 SCS curve number for soil(AMC 2) = 75.00 Pervious ratio(Ap) = 0. 1000 Max loss rate(Fm)= 0.020( In/Hr) Time of concentration = 9.58 min. Rainfall intensity = 3.339( In/Hr) for a 25.0 year storm Effective runoff coefficient used for area, (total area with modified rational method) (Q=KCIA) is C = 0.895 Subarea runoff = 49.588(CFS) for 16.600(Ac. ) Total runoff = 77.071 (CFS) Total area = 25.80(Ac. ) Area averaged Fm value = 0.020(In/Hr) End of computations, total study area = 1141 .99 (Ac. ) The following figures may be used for a unit hydrograph study of the same area. Note: These figures do not consider reduced effective area effects caused by confluences in the rational equation. Area averaged pervious area fraction(Ap) = 0.424 Area averaged SCS curve number = 75.4 142 U n i t H v d r o g r a p h A n a l y s i s Copyright (c) CivilCadd/CivilDesign, 1990, Version 2. 1 Study date 6/19/91 +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ----------------------------------------------------------------------- Orange County Synthetic Unit Hydrology Method Manual date - October 1986 --------------------------------------------------------------------- 25 YR. HYDROGRAPH FOR SULLER-MILLER LAKE STUDY FILE: MILLER.UN3 0808-273-2 L.A.B. -------------------------------------------------------------------- Storm Event Year = 25 Antecedent Moisture Condition = 2 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ******** Area-averaged max loss rate, Fm ******** SCS curve Area Area Soil Fp Ap Fm No. (AMCII) (Acres) Fraction Group ( In/Hr) (dec. ) ( in/hr) 75.0 551 .0 1.00 D 0.200 0.200 0.040 Area-averaged adjusted loss rate Fm (In/Hr)= 0.040 � ********* Area-Averaged low loss rate fraction, Yb Area Area SCS cn SCS cn S Pervious (acres) fract (AMC2) (AMC2) yield fr 110.20 0.200 75.0 75.0 3.33 0.455 440.80 0.800 98.0 98.0 0.20 0.947 Area-averaged catchment yield fraction, Y = 0.849 Area-averaged low loss fraction, Yb = 0. 151 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ User entry of time of concentration = 0.299 (hours) Watershed area = 551 .00 acres Catchment Lag time = 0.239 hours Unit interval = 20.000 minutes Unit interval percentage of lag time = 139.3534 Hydrograph baseflow = 0.00 (CFS) Average maximum watershed loss rate(Fm) = 0.040 (In/hr) Average low loss rate fraction (Yb) = 0. 151 (decimal ) Valley Developed S-Graph Selected Computed peak 5-minute rainfall = 0.400 inches Computed peak 30-minute rainfall = 0.870 inches Specified peak 1-hour rainfall = 1. 150 inches Computed peak 3-hour rainfall = 1.940 inches Specified peak 6-hour rainfall = 2.710 inches Specified peak 24-hour rainfall = 4.490 inches 143 Rainfall depth area reduction factors : Using a total area of 1 .00 acres (Ref: fig. E-4) 5-minute factor = 1.000 Adjusted rainfall = 0.400 inches 30-minute factor = 1.000 Adjusted rainfall = 0.870 inches 1-hour factor = 1 .000 Adjusted rainfall = 1 . 150 inches 3-hour factor = 1 .000 Adjusted rainfall = 1 .940 inches 6-hour factor = 1 .000 Adjusted rainfall = 2.710 inches 24-hour factor = 1 .000 Adjusted rainfall = 4.490 inches --------------------------------------=------------------------------ U n i t H y d r o g r a p h +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Interval 'S' Graph Unit Hydrograph Number ------------Mean-values (CFS) ------ ------------- ---------------------- 1 30.908 514.896 2 93.491 1042.585 3 100.000 108.432 --------------------------------------------------------------------- Peak Unit Adjusted mass rainfall Unit rainfall Number ( inches) (inches) 1 0.40 0.40 2 0.54 0. 14 3 0.64 0.10 4 0.73 0.09 5 0.80 0.07 6 0.87 0.07 7 0.93 0.06 8 0.98 0.05 9 1.02 0.05 10 1.07 0.04 11 1 .11 0.04 12 1.15 0.04 13 1.19 0.04 14 1.24 0.04 15 1.28 0.04 16 1.32 0.04 17 1 .36 0.04 18 1 .39 0.04 19 1.43 0.04 20 1 .47 0.04 21 1.50 0.03 22 1.53 0.03 23 1.57 0.03 24 1 .60 0.03 25 1.63 0.03 26 1.66 0.03 27 1.69 0.03 28 1 .72 0.03 29 1.75 0.03 30 1.78 0.03 31 1.81 0.03 32 1.83 0.03 33 1.86 0.03 34 1.89 0.03 35 1.91 0.03 144 V -4 %J0 00+ at000000+ 00000000004, 4, 4"p. P- s 4�1WWWW N N N N N N N N N N N N N ON N N No N N N N " " NO ON tv N N N N r r r :4666666Ln (nzn66 s � �- 1` A W W W W NNNNNrrr ►-= OOOO �D �O �D ►-► 0 V 01 -�- N O OD 0% 1, N 0 OD ON � N O OD 0% l-- N O V 01 W r OD 0% *1 r+ 0 �i Ll N 0 lI A I O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 O O O N N N N N N N N N N N N N N N N N N N N N N N N N N N N N A) N N tJ W W W W -- ---- --- -- ----------------------------------------------------------- Unit Unit Unit Effective Period Rainfall Soil-Loss Rainfall (number) ( inches) ( inches) ( inches ) --------------------------------------------------------------------- 1 0.0740 0.0112 0.0628 2 0.0775 0.0117 0.0658 3 0.0816 0.0123 0.0693 4 0.0864 0.0131 0.0733 5 0.0921 0.0133 0.0788 6 0.0991 0.0133 0.0858 7 0.1067 0.0133 0.0933 8 0. 1183 0.0133 0.1050 9 0.1347 0.0133 0.1214 10 0.1603 0.0133 0.1469 11 0. 1799 0.0133 0.1666 12 0.3844 0.0133 0.3711 13 0.5856 0.0133 0.5723 14 0.1545 0.0133 0.1412 15 0.1155 0.0133 0.1022 16 0.0974 0.0133 0.0841 . 17 0.0852 0.0129 0.0723 18 0.0766 0.0116 0.0651 -------------------------------------------------------------------- Total soil rain loss = 0.23 (In. ) Total-effective-runoff-=---- ----(In_)- --------- Total soil-loss volume = 10.6850 (Acre-Feet) Total storm runoff volume = 113.6900 (Acre-Feet) --------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 6 - H O U R S T 0 R M ---------------R-u-n---f-f------H-y---r---g-r-a-p-h----------------- Hydrograph in 20 Minute intervals (CFS) Time(h+m) Volume(AF) 0(CFS) 0 200.0 400.0 600.0 800.0 ----------------------------------------------------------------------- 0+20 0.8906 32.33 VQ 0+40 3.6272 99.34 V Q 1+ 0 6.6871 111 .07 ; V Q 1+20 9.9134 117.12 ; V Q 1+40 13.3444 124.54 ; V Q 2+ 0 17.0435 134.28 VG ; 2+20 21 .0670 146.05 Q 2+40 25.4927 160.65 ; 0 3+ 0 30.5089 182.09 ; QV 3+20 36.3932 213.60 ; O V 3+40 43.3387 252.12 ; O V 4+ 0 53.8255 380.67 ; ; VQ; 4+20 73.0982 699.60 ; ; V ; 0 ; 4+40 92.6467 709.61 ; ; ; V 0 ; 5+ 0 99.8614 261.90 ; ; O ; V ; 5+20 104.4119 165.18 ; Q ; V ; 5+40 108. 1591 136.02 ; Q ; ; ; V ; 6+ 0 111.4111 118.05 ; Q ; ; ; V; 6+20 113.4957 75.67 ; Q ; ; V; 6+40 113.6900 7.05 Q ; ; V; ----------------------------------------------------------------------- 146 U n i t H y d r o g r a p h A n a l y s i s Copyright (c) CivilCadd/CivilDesign, 1990, Version 2. 1 Study date 6/19/91 +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ----------------------------------------------------------------------- Orange County Synthetic Unit Hydrology Method Manual date - October 1986 --------------------------------------------------------------------- 100 YR. HYDROGRAPH FOR SULLY-MILLER LAKE STUDY FILE: LAKE.UN3 0808-273-2 L.A.B. -------------------------------------------------------------------- Storm Event Year = 100 Antecedent Moisture Condition = 3 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ******** Area-averaged max loss rate, Fm ******** SCS curve Area Area Soil Fp Ap Fm No. (AMCII) (Acres) Fraction Group (In/Hr) (dec. ) (in/hr) 75.0 551.0 1 .00 D 0.200 0.200 0.040 Area-averaged adjusted loss rate Fm (In/Hr)= 0.040 ********* Area-Averaged low loss rate fraction, Yb ********** Area Area SCS cn SCS cn S Pervious (acres) fract (AMC2) (AMC3) yield fr 110.20 0.200 75.0 91.0 0.99 0.816 440.80 0.800 98.0 98.0 0.20 0.958 Area-averaged catchment yield fraction, Y = 0.929 Area-averaged low loss fraction, Yb = 0.071 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ User entry of time of concentration = 0.279 (hours) Watershed area = 551 .00 acres Catchment Lag time = 0.223 hours Unit interval = 20.000 minutes Unit interval percentage of lag time = 149.3429 Hydrograph baseflow = 0.00 (CFS) Average maximum watershed loss rate(Fm) = 0.040 ( In/hr) Average low loss rate fraction (Yb) = 0.071 (decimal ) Valley Developed S-Graph Selected Computed peak 5-minute rainfall = 0.520 inches Computed peak 30-minute rainfall = 1 .090 inches Specified peak 1-hour rainfall = 1.450 inches Computed peak 3-hour rainfall = 2.430 inches Specified peak 6-hour rainfall = 3.360 inches Specified peak 24-hour rainfall = 5.630 inches 147 Rainfall depth area reduction factors: Using a total area of 1.00 acres (Ref: fig. E-4) 5-minute factor = 1 .000 Adjusted rainfall = 0.520 inches 30-minute factor = 1 .000 Adjusted rainfall = 1.090 inches 1-hour factor = 1 .000 Adjusted rainfall = 1.450 inches 3-hour factor = 1 .000 Adjusted rainfall = 2.430 inches 6-hour factor = 1 .000 Adjusted rainfall = 3.360 inches 24 hour factor = 1.000 Adjusted rainfall - 5.630 inches --------------------------------------------------------------------- U n i t H y d r o g r a p h +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Interval S Graph Unit Hydrograph Number Mean values (CFS) ----- ---------, , ---- --------- ---- ------------------ --- --- -- ---------- -- 1 34.182 569.441 2 95. 140 1015.504 3 100.000 80.969 --------------------------------------------------------------------- Peak Unit Adjusted mass rainfall Unit rainfall Number (inches) ( inches) 1 0.52 0.52 2 0.69 0.17 3 0.82 0. 13 4 0.92 0. 10 5 1 .01 0.09 6 1 .09 0.08 7 1 . 16 0.07 8 1.23 0.07 9 1 .29 0.06 10 1 .35 0.06 it 1.40 0.05 12 1.45 0.05 13 1.51 0.06 14 1.56 0.05 15 1 .61 0.05 16 1 .66 0.05 17 1 .71 0.05 18 1.75 0.05 19 1.80 0.05 20 1.84 0.04 21 1.89 0.04 22 1.93 0.04 23 1.97 0.04 24 2.01 0.04 25 2.05 0.04 26 2.09 0.04 27 2. 12 0.04 28 2. 16 0.04 29 2.20 0.04 30 2.23 0.04 31 2.27 0.03 32 2.30 0.03 33 2.33 0.03 34 2.37 0.03 35 2.40 0.03 148 ON W*,i 00 06 So as ft *M GM 00 Me OW fag vvvo+ rnrnrnrnrnrnrnrnrntncncntncncncncntntn � � � s� � � � � � � wwww Nr-+ 000 -Q004.- WNt-+ O0OD � 0 0 4s w " IA 0 0 W ,4 0 0 0. WNr0 %DOD V Q1 W W W W W W W W W W W W W W W W N N N N N N N N N N N N N N N N N N to N N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WWWNNNNN ►-► N ►� r0000 �Q �O ;0 ;00D ;D ;DCo �1 �JVJ tJ O� OCnUn n4.1 .4- O► AN �O �t (nWOODQ� Wi-' �OO� � � �OOI� t-' �OOW �-` l7D0w0 V A ►-- w0toko0w r 0000000000000000000000000000000000000 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO .0 N N N N N N N N N N N N N N N N W W W W W W W W W W W W W W w W W W W W W --------------------------------------------------------------------- Unit Unit Unit Effective Period Rainfall Soil-Loss Rainfall (number) ( inches) ( inches) (inches) --------------------------------------------------------------------- 1 0.0889 0.0063 0.0827 2 0.0933 0.0066 0.0867 3 0.0984 0.0069 0.0915 4 0. 1044 0.0074 0.0970 5 0. 1115 0.0079 0.1036 6 0.1202 0.0085 0.1117 7 0.1320 0.0093 0. 1227 8 0.1466 0.0103 0.1362 9 0.1672 0.0118 0.1554 10 0.1992 0.0133 0.1859 11 0.2315 0.0133 0.2181 12 0.4667 0.0133 0.4534 13 0.7518 0.0133 0.7384 14 0.1920 0.0133 0.1787 15 0.1431 0.0101 0.1330 16 0.1181 0.0083 0.1098 17 0.1029 0.0073 0.0956 18 0.0923 0.0065 0.0857 -------------------------------------------------------------------- -------------------------------------------------------------------- Total soil rain loss = 0.17 ( In. ) Total effective runoff = 3.18 (In. ) Total soil-loss volume = 7.9795 (Acre-Feet) Total storm runoff volume = 146.2245 (Acre-Feet) --------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 6 - H O U R S T O R M R u n o f f H y d r o g r a p h -------------------------------------------------------------------- Hydrograph in 20 Minute intervals (CFS) -------------------------------------------------------------------- Time(h+m) Volume(AF) Q(CFS) 0 225.0 450.0 675.0 900.0 i 0+20-------1 2969-----47.08--V-0 -------�---------�---------�--------- � 0+40 4.9705 133.35 V O ; 1+ 0 9.0164 146.87 ; V 0 1+20 13.2902 155.14 ; V Q 1+40 17.8332 164.91 ; V Q 2+ 0 22.7014 176.71 ; VQ 2+20 27.9827 191.71 ; VQ 2+40 33.8005 211.19 ; 0; 3+ 0 40.3226 236.75 ; QV 3+20 47,8890 274.66 ; ; QV 3+40 56.8577 325.57 QV 4+ 0 70.4864 494.72 ; ; V;Q 4+20 95.2397 898.55 ; V Q; 4+40 119.7126 888.36 ; ; V 0; 5+ 0 128.4455 317.00 ; ; 0 ; ; V 5+20 134.2872 212.05 Q; V ; 5+40 139.1553 176.71 ; Q ; ; V 6+ 0 143.4210 154.84 ; Q ; ; ; V; 6+20 146.0332 94.82 ; 0 ; ; ; V; 6+40 146.2245 6.94 Q V; ----------------------------------- - ---------------- Table 6.3A.--Local-storm PMP computation, Colorado River, Great Basin and California drainages. For drainage average depth PMP• Go to table 6.3B if areal variation is required. J. Drainage SULLY-MILLER LAKE STUDY Area 0.86 mil Latitude 335411 Longitude 118_ 00' Minimum Elevation 13 ft bill Steps correspond to those in sec. 6.3A. 1. Average 1-hr 1-mi2 (2.6-km2) PIP for 7.0 in. ��a61j drainage [fig. 4.5]. 2. a. Reduction for elevation. [No adjustment for elevations up to 5,000 feet (1,524 m): 5% decrease per 1,000 feet (305 m) above 5,000 feet (1,524 m)]. 100 x. b. Multiply step 1 by step 2a. 7.0 in. 3. Average 6/1-hr ratio for drainage [fig. 4.7]. 1.6 Duration (hr) 74 1 2 3/4 1 2 3 .4 5 6 4. Duration] variation for 6/1-hr ratio of step 3. [table 4.4]. 43 70 87 100 124 138 147 154 160 x 5. 1-mi. (2.6-km2) P11P for indicated durations 4.90 7.00 9.66 10.78 [step 2b X step 4]. 3.01 6.09 8.68 10.29 11.20 in. 6. Areal reduction [fig. 4.9]. 100 1GO 100 100 100 100 100 100 100 % 7. Areal reduced PMP 4.90 7.00 9.66 10.78 [steps 5 X 6]. 3.01 6.09 8.68 10.29 11.20 in. 8. Incremental PEP [successive subtraction 1.68 0.63 0.42 in step 7]. 7.00 0.98 0.49 in. W 3.011.891.19Q.911 15-min. increments 9. Time sequence of incre- mental PMP according to: hr. 1 2 3 4 5 6 Hourly increments 0.63 7.00 0.42 TOTAL RAINFALL [table 4.7]. 0.4J 1 U 0_ 8 in. 11.20 in. Four largest 15-min. 1.89 0.91 increments [table 4.8]. 3,� 1.19 in. 03k) Conversion to Unit Hydrograph Duration (hr) : 11 1 11 2 2' 3 331 4 411 5 5 6 Cummulative % Rainfall: 2% 4% 7% 10% 18% 25% 57% 88% 92% 96% 98% 100% 151 . U n i t H y d r o g r a p h A n a l y s i s Copyright (c) CivilCadd/CivilDesign, 1990, Version 2.2 Study date 6/19/91 +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ --------------------------------------------------------------------- PMP HYDROGRAPH FOR SULLY-MILLER LAKE STUDY FILE: SULLY.UN3 0808-273-2 L.A.B. --------------------------------------------------------------------- +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Storm Event Year = 1000 Antecedent Moisture Condition = 3 Area averaged rainfall isohyetal data: Sub-Area(Ac. ) Rainfall ( In) 551 .00 11 .20 Rainfall Distribution pattern used in study: User manual entry of rainfall distribution pattern for storm -------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ********* Area-Averaged SCS, Curve Number and Fm ********* Area Area SCS CN SCS CN Fm Soil (Ac. ) fract (AMC2) (AMC3) (In/Hr) Group 110.20 0.200 75.0 91 .0 0.000 D 440.80 0.800 98.0 98.0 Area-averaged catchment SCS Curve Number AMC(3) = 96.600 Area-averaged Fm value using values listed = 0.000(In/Hr) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Direct entry of lag time by user Watershed area = 551 .00(Ac. ) Catchment Lag time = 0.310 hours Unit interval = 20.000 minutes Unit interval percentage of lag time = 107.5269 Hydrograph baseflow = 0.00(CFS) Minimum watershed loss rate(Fm) = 0.040(In/Hr) Average adjusted SCS Curve Number = 96.600 Rainfall depth area reduction factors: Using a total area of 551 .00(Ac. ) (Ref: SCS Sup A, Sec.4) Pacific Coastal Climate ratio used Areal factor ratio (rainfall reduction) = 1.000 Adjusted rainfall = 11 .200(In) +++++++++++++++++++++i+++++++++++++++++++++++++++++++++++++++++++++t+ 152 I The following unit hydrograph was developed using an S-Graph interpolated by time percentage of lag time vs. percentage of peak flow. The S-Graphs for Valley, Foothill , and Mountain were developed by the U.S. Army Corps of Engineers for use in the respective type of • . basins located in Southern California. (Hydrology San Gabrial River . U.S. Engineer Office, Dec 1944, revised Jul 1946) The Desert S-Graph is from Report . . . on . . . Tahquitz Creek, California, same U.S. offfice, Corps of Engineers, June 1963. The Valley Developed S-Graph is used by Orange and San Bernardino counties in California to represent the characteristics of valley areas with a large amount of development. Because of the wide variety in topography in Southern California, these synthetic unit hydrographs were included for use as options in any geographic location. The SCS(Soil Conservation Service Dimensionless S-Graph, SCS handbook, of 1972, applies to a broad cross section of geographic locations and hydrologic regions. fiThe User Defined hydrograph converts the user 0/Qp vs. T/Tp values into an S-Graph based on lag = Tp/0.9. Then, for the lag time used, the S-Graph in interpolated in time 11 of lag. The following S-Graph or S-Graph .combination is used in this study: VALLEY DEVELOPED S-Graph U N I T H Y D R 0 G R A P H +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Time Ratio Time Discharge 0 Mass Curve (t/Lag) (hrs) Ratios (CFS) Ratios ---(Q/QP)--- -----(Qa/0)--- --------------------- ---------- ------------ 1.08 0.333 0.308 328.031 0.197 2. 15 0.667 1 .000 1063.833 0.835 3.23 1.000 0.235 250.113 0.985 4.30 1 .333 0.023 24.790 1 .000 +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ For each time interval of the 6 or 24 hour storm, the total rainfall up to that storm time is calculated. Then the Soil Conservation Service SCS (report 1972, 1975) area averaged Curve Number (CN) is used to determine the amount of direct runoff in (In) using the following equations: (P - Ia) "2 0 = --------------- P - Ia + S 153 Where: Q = direct runoff, P = depth of precipitation, Ia = Initial Abstraction and S is the watershed storage in inches. S and Ia are given by the following equations: 1000 S = ------------ - 10 and Ia = 0.2 S CN Note: If Metric (SI) Units are used, rainfall data is converted by the program internally into inches for these calculations. Note: In the following printout, the revised runoff column is only used when the minimum soil loss rate, fm, exceeds the normal loss rate of delta P(dP) - delta Q(dQ) then the dP-dQ column equals fm = 0.040( In) (for time interval = 0.013( In) ) and the revised runoff is shown in the last column. --------------------------------------------------------------------- Time Total Total SCS Rainfall Runoff Infiltr- Revised Period Rainfall Runoff Amount Amount ation Runoff Min (hours) (In) ( In) (In) ( In) (In) Loss Rate P--------Q----------aP--------dQ- dP-dQ 0.33 0.0933 0.0014 0.0933 0.0014 0.0919 -------- 0.67 0.2427 0.0566 0. 1493 0.0552 0.0941 -------- 1 .00 0.3920 0. 1536 0. 1493 0.0969 0.0524 -_______ 1 .33 0.5880 0.3081 0. 1960 0.1545 0.0415 - 1 .67 0.8120 0.5029 0.2240 0. 1948 0.0292 -------- 2.00 1 .0360 0.7077 0.2240 0.2047 0.0193 --______ 2.33 1 .4933 1 . 1408 0.4573 0.4331 0.0242 -- 2.67 2.0767 1 .7068 0.5833 0.5661 0.0173 -------- 3.00 2.6040 2.2246 0.5273 -------- 0.0133 0.5140 3.33 4.2933 3.8981 1.6893 1_6735 0.0159 -------- 3.67 6.6687 6.2641 2.3753 -- 0.0133 2.3620 4.00 8.9880 8.5790 2.3193 -------- 0.0133 2.3060 4.33 10.0427 9.6323 1.0547 -_______ 0.0133 1 .0413 4.67 10.3413 9.9306 0.2987 - 0.0133 0.2853 5.00 10.6400 10.2290 0.2987 -------- 0.0133 0.2853 5.33 10.8453 10.4341 0.2053 -------- 0.0133 0.1920 5.67 10.9947 10.5833 0. 1493 ___=____ 0.0133 0.1360 6.00 11.1440 10.7325 0. 1493 0.0133 0. 1360 -------------------------------------------------------------------- -----------------------------�-------------------------------------- Total soil rain loss = 0 56(In) Total effective runoff = 10.64(In) --------------------------------------------------------------------- Total soil-loss volume = 25.79(Ac.Ft) Total storm runoff volume = 488.47(Ac.Ft) --------------------------------------------------------------------- 154 +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 6 - H O U R S TOR M R u n o f f H y d r o g r a p h ------------------------------------------------------------------------ Hydrograph in 20 Minute intervals (CFS) ------------------------------------------------------------------------- Time(h+m)-Volume-Ac_Ft_0(CFS)-0------950�0- 1900.0 2850.0 3800.0 0+20 0.0127 0.46 0 0+40 0.5527 19.60 0 ' 1+ 0 3.0564 90.88 O 1+20 7.6754 167.67 VO ' 1+40 14.6708 253.93 VO 2+ 0 23.3616 315.47 ;V 0 2+20 34.7236 412.44 ; V 0 2+40 54.0756 702.48 ; V 0 3+ 0 78,4341 884.21 ; V. 0; 3+20 112.8165 1248.08 ; V; 0 3+40 187.1334 2697.70 V O ; 4+ 0 289.0759 3700.51 ; ; ; V ; O 4+20 383.4847 3427.04 ; ; ; ;V 0 4+40 434.0829 1836.72 ; 0; ; V 5+ 0 453.7733 714.76 ; 0 ; ; ; V ; 5+20 466.5477 463.71 ; O ; ; ; V 5+40 475.5644 327.31 ; 0 ; ; ; V 6+ 0 482.2959 244.39 ; 0 ; ; ; V; 6+20 487,3508 183.46 ;0 ; ; ; V; 6+40 488.3807 37.39 0 ; ; V; 7+ 0 488.4736 3.37 O ; ; ; V; ----------------------------------------------------------------------- 155 fURFACE AREAS OF SULLY- M I LLER LAKE AT 'VARIOUS WATER DEPTHS igitized Areas (at 100 scale) 02/10/91 10:54 AM rea Description Perimeter Square Feet -Acres ------------------------------------------------------------------------ SULLY @ 2.5 2,943.08 419,063.86 9.6204 ULLY @ 6.6 2,945.86 441 ,766.85 10. 1416 ULLY @ 10.0 31161 .03 482,839.90 11 .0845 ULLY @ 20.0 3,283.30 554,612. 11 12.7321 SULLY @ 30.0 3,605.92 606,843.77 13.9312 SULLY @ 35.0 3,626. 17 688,785.07 15.8123 ULLY @ 42.0 3,967.92 803,901 . 17 18.4550 --------------------------------------- Total : 23,533.27 3,997,812.74 91 .7772 i i I 156 SULLY M ! LLEM LAKE CROGSW-s 1014- SUr--FAcX-- AC. FT C ) H CA--) d VOC u qe jr yowme E 120 522 32.5 10.8 _ L 35 74 402 27 Si 13. ELEV. D � t 33 32$ I 17 5 F- 12.7 _ L Ev. 2a 9 (q5 75 11. 1 V ELEV. 10 3lv ?!v 4.1 1 F-LZV 0 I = 40 40 _0.0 q.(v v. 2.5 O VWDEN & WATE2 DEPTHS, SURFACE AKEAlo MD SOCIATES 7TORAGE vOwMr� cor'rzEGpnjaNU TO WATER S()21=A.G7= F-LEVA-rl OIJS CIVIL ENGINEERS—PLANNERS—LAND SURVEYORS 19012 COWAN,SUITE 210 • IRVINE, CA 92714 W.O.No. �� '2 -Z Date 1 714/660.0110 FAX:660-0418 Engr. Chic. SheetARZ Of 129 7 C 100 � ¢00 Q v > 300 w J j 200 0 O /p 20 30 ¢O DEPTH} (FT) VWDEN & GTO9A0E VOLUME(V) V9 DEPTHSOCIATES ._FOR GOLLY MILLER LAKE CIVIL ENGINEERS—PLANNERS—LAND SURVEYORS 18012 COWAN,SUITE 210 • IRVINE,CA 92714 wo.No. O8� " 273-2 Data 714/660-0110 FAX:660.0418 En r. —LI—k Chk. ShaatL& Of ico ¢0 v 1 d W go. l0 lie 2Ne bilz 4Hre 6 Hk ?HI 9H9 TIMa - T ( W-i MIN) A"kLDEN & WArER DEPTH (D) W,�, TIME (T) SSOCIATES � � SULLY M (LEER LAKE (ASV M t k4 ND DUrFLo W) CIVIL ENGINEERS-PLANNERS-LAND SURVEYORS 18012 COWAN,SUITE 210 a IRVINE,CA 92714 W0.No. CW8 -2-113-2 Date Z I _714/660-0110 FAX:660-0418 En r. ► % Chic. Sheet loq Ot IZ9 n FOR Q25 FOR Q100 FOR PMP TIME VOLUME DEPTH VOLUME DEPTH VOLUME DEPTH HR.+MIN. AC.-FT. FT. AC.-FT. FT. AC.-FT. FT. 0 0 0 0 0 0 0 20 0.8 0.1 1.3 0.1 0.0 0 40 3.6 0.4 5.0 0.5 0.6 0.1 1+0 6.7 0.7 9.0 0.9 3.1 0.3 1+20 9.9 1.0 13.3 1.4 7.7 0.8 1+40 13.3 1.4 17.8 1.8 14.7 1.5 2+0 17.0 1.7 22.7 2.3 23.4 2.4 2+20 21.1 2.2 28.0 2.9 34.7 3.6 2+40 25.5 2.6 33.8 3.5 54.1 5.4 3+0 30.5 3.1 40.3 4.1 78.4 7.7 3+20 36.4 3.7 47.9 4.8 112.8 10.6 3+40 43.3 4.4 56.9 5.7 187.1 16.8 4+0 53.8 5.4 70.5 7.0 289.1 24.6 4+20 73.1 7.2 95.2 9.1 383.5 31.3 4+40 92.6 8.9 119.7 11.2 434.1 34.4 5+0 99.9 9.5 128.4 11 .9 453.8 35.5 5+20 104.4 9.9 134.3 12.4 466.5 36.3 5+40 108.4 10.2 139.2 12.8 475.6 36.8 6+0 111.4 10.5 143.4 13.2 482.3 37.2 6+20 113.5 10.7 146.0 13.4 487.4 37.5 6+40 113.7 10.7 146.2 13.4 488.4 37.5 7+0 - - - - 488.5 37.5 SUMMARY OF CALCULATED OUTFLOW (Q) AL & WITH RESPECT TO CORRESPONDING SSOCIATES VOLUMES AND WATER DEPTHS IN SULLY MILLER LAKE 18012 COWAN, SUITE 210, IRVINE, CA 92714 0808-273-2 6/19/91 (714) 660-0110 FAX: 680-0418 W.O. No. Date En r. L•B• Chk. Sheet-Of 160 FLOOD HYDROGRAPH ROUTING PROGRAM Copyright (c) CIVILCADD/CIVILDESIGN, 1990 Study date: 6/19/91 --------------------------------------------------------------------- 25 YR. ROUTING ANALYSIS THROUGH SULLY-MILLER LAKE STUDY FILE: MILER2.HYD 0808-273-2 L.A.B. ********************* HYDROGRAPH INFORMATION ********************** From study/file name: MILLER.rte zzz**z*zzzzzz***************HYDROGRAPH DATA***:zzzxzzzzzz:zz::*zzzzz.xxs Number of intervals = 20 Time interval = 20.0 (Min. ) Maximum/Peak flow rate = 709.6 (CFS) Total volume = 113.69 (Ac.Ft) Status of hydrographs being held in storage Stream 1 Stream 2 Stream 3 Stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 O.W'-) Vol (Ac.Ft) 0.000 0.000 0.000 0.000 O.CJO zzzzxzzxzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzxzzzzzzzzsz:a I 161 I +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++-- Process from Point/Station 100.000 to Point/Station 10.00:1 **** RETARDING BASIN ROUTING **** ---------------------------------------------------------------------- Program computation of outflow v. depth CALCULATED OUTFLOW DATA AT DEPTH = 0. 10(Ft. ) ) Pipe length = 1700.00(Ft. ) Elevation difference = 4. 10(Ft. ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00(In. ) Calculated individual pipe flow = 0.077(CFS) Normal flow depth in pipe = 1 .20( In. ) Flow top width inside pipe = 14.99( In. ) Critical depth could not be calculated. Calculated flow rate through pipe(s) = 0.077(CFS) Pipe flow velocity = 0.92(Ft/s) Travel time through pipe = 30.94 min. I Total outflow at this depth = 0.08(CFS) CALCULATED OUTFLOW DATA AT DEPTH = 0.40(Ft. ) ) Pipe length 1700.00(Ft. ) Elevation difference = 4.10(Ft. ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00(In. ) Calculated individual pipe flow = 1 .473(CFS) Normal flow depth in pipe = 4.80( In. ) Flow top width inside pipe = 28.80(In. ) Critical depth could not be calculated. Calculated flow rate through pipe(s) = 1 .473(CFS) Pipe flow velocity = 2.25(Ft/s) Travel time through pipe = 12.58 min. Total outflow at this depth = 1.47(CFS) CALCULATED OUTFLOW DATA AT DEPTH = 0.70(Ft. ) ) Pipe length = 1700.00(Ft. ) Elevation difference = 4. 10(Ft. ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00(In. )Calculated individual pipe flow - 4.707(CFS) Normal flow depth in pipe = 8.40( In. ) Flow top width inside pipe = 36.48(In. ) Critical Depth = 7.50(In. ) Calculated flow rate through pipe(s) = 4.707(CFS) Pipe flow velocity = 3.19(Ft/s) Travel time through pipe = 8.89 min. Total outflow at this depth = 4.71(CFS) 162 CALCULATED OUTFLOW DATA AT DEPTH = 1 .00(Ft . ) ) Pipe length 1700.00(Ft. ) Elevation difference = 4 . 10(Ft. ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.v0( In. ) Calculated individual pipe flow = 9.663(CFS) Normal flow depth in pipe = 12.00( In. ) Flow top width inside pipe = 41.57(In. ) Critical Depth = 10.84( In. ) Calculated flow rate through pipe(s) = 9.663(CFS) Pipe flow velocity = 3.93(Ft/s) Travel time through pipe = 7.20 min. Total outflow at this depth = 9.66(CFS) CALCULATED OUTFLOW DATA AT DEPTH = 1 .40(Ft. ) ) Pipe length = 1700.00(Ft. ) Elevation difference = 4. 10(Ft. ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00( In. ) Calculated individual pipe flow 18.549(CFS) Normal flow depth in pipe = 16.80(In. ) Flow top width inside pipe = 45.79(In. ) Critical Depth = 15.19( In. ) Calculated flow rate through pipe(s) = 18.549(CFS) Pipe flow velocity = 4.73(Ft/s) Travel time through pipe = 5.99 min. Total outflow at this depth = 18.55(CFS) CALCULATED OUTFLOW DATA AT DEPTH = 1.70(Ft. ) ) Pipe length = 1700.00(Ft. ) Elevation difference = 4.10(Ft. ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00(In. ) Calculated individual pipe flow = 26.536(CFS) Normal flow depth in pipe = 20.40(In. ) Flow top width inside pipe = 47.46(In. ) Critical Depth = 18.26(In. ) Calculated flow rate through pipe(s) = 26.536(CFS) Pipe flow velocity = 5.22(Ft/s) Travel time through pipe = 5.43 min. Total outflow at this depth = 26.54(CFS) CALCULATED OUTFLOW DATA AT DEPTH = 2.20(Ft. ) ) Pipe length = 1700.00(Ft. ) Elevation difference = 4. 10(Ft. ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00( In. ) Calculated individual pipe flow = 41 .318(CFS) Normal flow depth in pipe = 26.40( In. ) Flow top width inside pipe = 47.76( In. ) Critical Depth = 23.04(In. ) Calculated flow rate through pipe(s) = 41 .318(CFS) Pipe flow velocity = 5.83(Ft/s) Travel time through pipe = 4.86 min. Total outflow at this depth = 41 .32(CFS) 163 CALCULATED OUTFL1 0W DATA AT DEPTH = 2.60(Ft. ) ) Pipe length = - 1700 .00(Ft. ) Elevation difference = 4 . 10(Ft . ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00( In. ) Calculated individual pipe flow = 53.359(CFS) Normal flow depth in pipe = 31 .20( In. ) Flow top width inside pipe = 45.79( In. ) Critical Depth = 26.36(In. ) Calculated flow rate through pipe(s) = 53.359(CFS) Pipe flow velocity = 6.17(Ft/s) Travel time through pipe = 4.59 min. Total outflow at this depth = 53.36(CFS) CALCULATED OUTFLOW DATA AT DEPTH = 3.10(Ft. ) ) Pipe length = 1700.00(Ft. ) Elevation difference = 4. 10(Ft. ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00(In. ) - Calculated individual pipe flow 66.734(CFS) Normal flow depth in pipe = 37.20( In. ) Flow top width inside pipe = 40.09( In. ) Critical. Depth = 29.59( In. ) Calculated flow rate through pipe(s) = 66.734(CFS) Pipe flow velocity = , 6.39(Ft/s) Travel time through pipe = 4.44 min. Total outflow at this depth = 66.73(CFS) CALCULATED OUTFLOW DATA AT DEPTH = 3.70(Ft. ) ) Pipe length = 1700.00(Ft. ) Elevation difference = 4. 10(Ft. ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00(In. ) Calculated individual pipe flow = 75.791(CFS) Normal flow depth in pipe = 44.40( In. ) Flow top width inside pipe = 25.29(In. ) Critical Depth = 31.61(In. ) Calculated flow rate through pipe(s) = 75.791(CFS) Pipe flow velocity = 6.24(Ft/s) Travel time through pipe = 4.54 min. Total outflow at this depth = 75.79(CFS) CALCULATED OUTFLOW DATA AT DEPTH = 4.40(Ft. ) ) Pipe length = 1700.00(Ft. ) Elevation difference = 4. 10(Ft. ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00(In. ) NOTE: Assuming free outlet flow. NOTE: Normal flow is pressure flow. The total friction loss through the pipe is 8.500(Ft. ) Pipe friction loss = 7.205(Ft. ) Minor friction loss = 1 .290(Ft. ) K-factor = 1.50 Calculated flow rate through pipe(s) = 93.515(CFS) Pipe flow velocity = 7.44(Ft/s) Travel time through pipe = 3.81 min. Total outflow at this depth = 93.51 (CFS) 164 CALCULATED OUTFLOW DATA AT DEPTH = 5.40(Ft . ) ) Pipe length = 1700.00(Ft. ) Elevation difference = 4. 10(Ft. ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00( In. ) NOTE: Assuming free outlet flow. NOTE: Normal flow is pressure flow. The total friction loss through the pipe is 9.500(Ft . ) Pipe friction loss = 8.053(Ft. ) Minor friction loss = 1.442(Ft. ) K-factor = 1 . 50 Calculated flow rate through pipe(s) = 98.863(CFS) Pipe flow velocity = 7.87(Ft/s) Travel time through pipe = 3.60 min. Total outflow at this depth = 98.86(CFS) CALCULATED OUTFLOW DATA AT DEPTH = 7.20(Ft. ) ) Pipe length = 1700.00(Ft. ) Elevation difference = 4. 10(Ft. ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00(In. ) NOTE: Assuming free outlet flow. NOTE: Normal flow is pressure flow. The total friction loss through the pipe is 11.300(Ft. ) Pipe friction loss = 9.579(Ft. ) Minor friction loss = 1 .715(Ft. ) K-factor = 1 .50 Calculated flow rate through pipe(s) = 107.823(CFS) Pipe flow velocity = 8.58(Ft/s) Travel time through pipe = 3.30 min. Total outflow at this depth = 107.82(CFS) CALCULATED OUTFLOW DATA AT DEPTH = 8.90(Ft. ) ) Pipe length = 1700.00(Ft. ) Elevation difference = 4.10(Ft. ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00(In. ) NOTE: Assuming free outlet flow. NOTE: Normal flow is pressure flow. The total friction loss through the pipe is 13.000(Ft. ) Pipe friction loss = 11.020(Ft. ) Minor friction loss = 1 .973(Ft. ) K-factor = 1 .50 Calculated flow rate through pipe(s) = 115.649(CFS) Pipe flow velocity = 9.20(Ft/s) Travel time through pipe = 3.08 min. Total outflow at this depth = 115.65(CFS) 165 CALCULATED OUTFLOW DATA AT DEPTH = 9. 50(Ft. ) ) Pipe length = 1700 .00(Ft. ) Elevation difference = 4 . 10(Ft . ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00(In. ) NOTE: Assuming free outlet flow. NOTE: Normal flow is pressure flow. ' The total friction loss through the pipe is 13.600(Ft. ) Pipe friction loss = 11 .528(Ft. ) Minor friction loss = 2.064(Ft. ) K-factor = 1 .50 Calculated flow rate through pipe(s) = 118.288(CFS) Pipe flow velocity = 9.41 (Ft/s) Travel time through pipe = 3.01 min. Total outflow at this depth = 118.29(CFS) CALCULATED OUTFLOW DATA AT DEPTH = 9.90(Ft. ) ) Pipe length = 1700.00(Ft. ) Elevation difference = 4. 10(Ft. ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00(In. ) NOTE: Assuming free outlet flow. NOTE: Normal flow is pressure flow. The total friction loss through the pipe is 14.000(Ft. ) Pipe friction loss = 11.867(Ft. ) Minor friction loss = 2. 124(Ft. ) K-factor = 1 .50 Calculated flow rate through pipe(s) = 120.015(CFS) Pipe flow velocity = 9.55(Ft/s) Travel time through pipe = 2.97 min. Total outflow at this depth = 120.01 (CFS) CALCULATED OUTFLOW DATA AT DEPTH = 10.20(Ft. ) ) ' Pipe length = 1700.00(Ft. ) Elevation difference = 4. 10(Ft. ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00(In. ) NOTE: Assuming free outlet flow. NOTE: Normal flow is pressure flow. The total friction loss through the pipe is 14.300(Ft. ) Pipe friction loss = 12. 121(Ft. ) Minor friction loss = 2.170(Ft. ) K-factor = 1 .50 Calculated flow rate through pipe(s) = 121.294(CFS) Pipe flow velocity = 9.65(Ft/s) Travel time through pipe = - 2.94 min. Total outflow at this depth 121.29(CFS) . 166 CALCULATED OUTFLOW DATA AT DEPTH 10.50 f Ft. ) ) Pipe length = 1700.00(Ft . ) Elevation difference = 4 . 10(Ft. ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00( In. ) NOTE: Assuming free outlet flow. NOTE: Normal flow is pressure flow. The total friction loss through the pipe is 14.600(Ft. ) Pipe friction loss = 12.376(Ft. ) Minor friction loss = 2.216(Ft. ) K-factor = 1 .50 Calculated flow rate through pipe(s) = 122.560(CFS) Pipe flow velocity = 9.75(Ft/s) Travel time through pipe = 2.91 min. ' Total outflow at this depth = 122.56(CFS) CALCULATED OUTFLOW DATA AT DEPTH = 10.70(Ft. ) ) Pipe length = 1700.00(Ft. ) Elevation difference = 4. 10(Ft. ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00(In. ) NOTE: Assuming free outlet flow. NOTE: Normal flow is pressure flow. ' The total friction loss through the pipe is 14.800(Ft. ) Pipe friction loss = 12.545(Ft. ) Minor friction loss = 2.246(Ft. ) K-factor = 1 .50 Calculated flow rate through pipe(s) = 123.396(CFS) Pipe flow velocity = 9.82(Ft/s) Travel time through pipe = 2.89 min. Total outflow at this depth = 123.40(CFS) -------------------------------------------------------------------- Total number of inflow hydrograph intervals = 20 Hydrograph time unit = 20.000 (Min. ) Initial depth in storage basin = 0.00(Ft. ) -------------------------------------------------------------------- ------------------------------- Initial basin depth = 0.00 (Ft. ) Initial basin storage = 0.00 (Ac.Ft) i ' Initial-basin-outflow-=---0_00-(CFS)-------------------------------` 167 i i -------------------------------------------------------------------- Depth vs . Storage and Depth vs . Discharge data: Basin Depth Storage Outflow (S-O*dt/2) (S+O*dt/2) -----(Ft_) ---_ (Ac_Ft) ----(CFS) -----( -----) - (Ac.Ft) -------------------------- 0.000 0.000 0.000 0.000 0.000 0. 100 0.800 0.077 0.799 0.801 ' 0.400 3.600 1 .473 3.580 3.620 0.700 6.700 4.707 6.635 6.765 _..__.1-.000 9.900 9.663 9.767 - 10.033 1 .400 13.300 18.549 13.045 13.555 1.700 17.000 26.536 16.634 17.366 2.200 21 .100 41 .318 20.531 21 .669 2.600 25.500 53.359 24.765 26.235 3. 100 30.500 66.734 29.581 31 .419 3.700 36.400 75.791 35.356 37.444 4.400 43.300 93.515 42.012 44.588 5.400 53.800 98.863 52.438 55. 162 7.200 73.100 107.823 71.615 74.585 8.900 92.600 115.649 91 .007 94.193 9.500 99.900 118.288 98.271 101 .529 9.900 104.400 120.015 102.747 106.053 10.200 108.400 121.294 106.729 110.071 10.500 111.400 122.560 109.712 113.088 10.700 113.500 123.396 111.800 115.200 -------------------------------------------------------------------- Hydrograph Detention Basin Routing --------------------------------------------------------------------- Graph values: ' I '= unit inflow; '0' =outflow at time shown --------------------------------------------------------------------- Time Inflow Outflow Storage Depth (Hours) (CFS) (CFS) (Ac.Ft) .0 177.4 354.8 532.2 709.6 (Ft.) 0.333 32.3 0.0 0.445 OI ; ; 0.1 0.667 99.3 0.8 2.247 0 I ; ; ; ; 0.3 1 .000 111 .1 3.0 5.092 0 I ; ; ; ; 0.5 1 .333 117.1 6.9 8.099 0 I ; ; ; ; 0.8 1.667 124.5 12.9 11.155 0 I ; ; ; ; 1.1 2.000 134.3 20.6 14.257 0 I ; ; 1.5 2.333 146.1 28.1 17.447 ;0 I ; ; ; 1.8 2.667 160.7 40.0 20.733 ;0 I ; ; ; ; 2.2 3.000 182. 1 49.8 24.217 ; 0 I ; ; ; 2.5 3.333 213.6 60.4 28.148 ; 0 ; I ; ; ; 2.9 3.667 252. 1 70.2 32.763 0 ; I ; ; ; 3.3 4.000 380.7 83.4 39.363 ; 0 ; ; I ; ; 4.0 4.333 699.6 97.8 51 .747 ; O ; ; I ; 5.2 4.667 709.6 105.6 68.355 ; 0 ; ; I 6.8 5.000 261 .9 110. 1 78.766 ; 0 ; I ; ; ; 7.7 5.333 165.2 111.2 81 .600 ; 0 I ; ; ; ; 7.9 i 168 rr rr rr �r rr rr rr rr rr rr +r r rr r� rr �r r ar r� N N N N N N N N N N N N N N I" F+ F-+ F.A F+ Fa H F✓ F.& pa I.► F+ " F.► F+ N 14 i-+ t-+ ►-+ F� N F-► 1- ►-� F✓ F� ► ►� ►- fifi W w WNNNi-' I-' N000000wwW ,4V %J000 (!r (I 04% ,% % fiwwwNN 0000 00wwW V V V 0oO oi (n W0Cn WOnW0TW O 6 w 06 w 06 W O 6 W O 6 W O O► .W O 6 W O 6 .w 0 .TWO. 6 W O 6 w O 6 W 06 W O 6 W O61 WOrnw0rnw00WOrnw0rnwoCnw0rnwov► CA) ornwornwornw0Cnw0rnw0rnw0rnw0CnwoCn (.) arnw0a% WOVw0 '1w0VwoVw0Vw0VWO Ili WOVW0 .1w0VWOVw0Vw0Vw0Vw0Vwovw0Vw0Vw0 .1 `J F-° W 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V ( W O- . . . . . . . . . . . . . . . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O F � V O C� F� h► is ►-+ ►- F+ f-+ ►-+ ►j F-+ r� r t-` -► F& i-► t-` F-% F" -A F•-& i- N N N N N N W W fi fi fi (n cn W ON (A V V V OD OD %D 0 0 0 0 0 0 0 0 0 0 0 0 ►• ►- � ►- 0Ili V Niow ► OW VO4—mwVow Vw OW00% m00F, Wfi W VODto0E- ► F- . . . . . . . . . . . . . . . . . . . . . . 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() G) W i'o Li t.., Ov.uOG 0.0 0.6 1 . 784 0 ' 64.333 0.0 0.6 1 .768 O ; 0_ : 64.667 0.0 0.6 1 . 753 0 65.000 0.0 0.5 1 .738 0 ; 0._ 65..333 0.0 0.5 1 .723 0 65.667 0.0 0.5 1.708 0 66.000 0.0 0.5 1 .694 0 66.333 0.0 0.5 1.680 0 ' 66.667 0.0 0.5 1.665 0. 67.000 0.0 0.5 1 .652 0 ; ; 0. . 67.333 0.0 0.5 1 .638 0 ; ; ; ; C. 67.667 0.0 0.5 1.624 0 ; ; ; 0. ' 68.000 0.0 0.5 1.611 0 ; ; ; ; 0. � 68.333 0.0 0.5 1.598 0 68.667 0.0 0.5 1.585 0 ; ; ; ; 0. ' 69.000 0.0 0.5 1 .572 0 ; ; ; 0..2 69.333 0.0 0.5 1 .559 0 ; ; ; ; 0. =. 69.667 0.0 0.4 1.547 0 ; ; ; ; 0..: ' 70.000 0.0 0.4 1.535 . 0 ; ; ; 0.._ 70.333 0.0 0.4 1.522 0 70.667 0.0 0.4 1 .511 0 ; ; ; ; 0.-t 71.000 0.0 0.4 1.499 0 ; ; ; ; 0.. a ' 71.333 0.0 0.4 1.487 0 ; ; ; ; 0..2 71.667 0.0 0.4 1.476 0 ; ; ; ; 0.. 72.000 0.0 0.4 1.464 0 ; ; ; ; 0.. ' 72.333 0.0 0.4 1.453 0 ; ; ; ; 0..<? 72.667 0.0 0.4 1.442 0 73.000 0.0 0.4 1.431 0 ; ; ; ; 0..-- 73.333 0.0 0.4 1.421 0 ; ; ; ; 0..3 ' 73.667 0.0 0.4 1.410 0 ; ; ; ; 0..3 74.000 0.0 0.4 1 .400 0 ; ; ; ; 0..2 74.333 0.0 0.4 1.389 0 ; ; ; ; 0..Z ' 74.567 0.0 0.4 1.379 0 ; ; ; ; 0..2 75.000 0.0 0.4 1.369 0 ; ; ; ; 0-2 75.333 0.0 0.4 1.359 0 ; ; ; ; O..m. ' 75.667 0.0 0.4 1.350 0 ; ; ; ; 0..2 76.000 0.0 0.3 1.340 0 0._2 76.333 0.0 0.3 1.331 0 76.667 0.0 0.3 1.321 0 ; ; ; ; 0-2 ' 77.000 0.0 0.3 1.312 0 ; ; ; ; 0..3 77.333 0.0 0.3 1.303 0 ; ; ; ; 0,. 77.667 0.0 0.3 1.294 0 ; ; ; ; 0..2 ' 78.000 0.0 0.3 1.285 0 ; ; ; ; 0_2 78.333 0.0 0.3 1.276 0 ; ; ; ; 0..2 78.667 0.0 0.3 1.268 0 ; ; ; ; 0..2 79.000 0.0 0.3 1.259 0 ; ; ; ; 0-.1 79.333 0.0 0.3 1.251 0 ; ; 0..1 79.667 0.0 0.3 1.243 0 ; ; ; ;' 0..1 80.000 0.0 0.3 1 .235 0 ' 80.333 ---0-.0-- 0.3 1.227 0 80.667 0.0 0.3 1.219 0 ; ; ; ; 0..1 81.000 0.0 0.3 1 .211 0 ; ; ; ; 0.. 81.333 0.0 0.3 1 .203 0 ; ; 0..1 ' 81.667 0.0 0.3 1. 196 0 ; ; ; ; 0..; 82.000 0.0 0.3 1 . 188 0 ; ; ; 0..1 82.333 0.0 0.3 1. 181 0 ; ; ; ; 0..1 82.667 0.0 0.3 1.173 0 ; ; ; ; 0..1 83.000 0.0 0.3 1.166 0 0-1 83.333 0.0 0.3 1 . 159 0 ; ; ; ; 0..1 83.667 0.0 0.3 1 . 152 0 ; ; ; ; 0..1 172 I r ' Oo0oot00t0000W000t00000ptOopptoopootoco cc) oDc0000DoDoDoDarcocooDCrjCoUr (r) c(r O0 00ODODOD .JV V0a% m Ln (n (nAr, I� WW WNNNrrrOOOtO %D %DCOCOCU V ) 4Gi01Gi (ncnul4, 4., 1>. OdW00► WOQ� WOO� WOO� WOO� WOOWOQ� WOCI� WOQ� WOO� WOOWOQtWOQ� W OO� IirCJl7rWC_i 00 (A) 0 aiWOO1WOO1WO0WOQ► WOdW00► W00w0a% ca0a, 00� 0 mW04tW 00% LyC, G O %IWO �I Ls) OVW0VW0 %lWOVWOVWOVWOVWOVGJOVWOVWOVWO JWOV ("IC) jWC. 0 0 0 0 0 0 0 0 0 0 O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C> G O C, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Cr G 00000000000000000000000000000000000000000 00000C) O C1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r r r ►-► ►-► ►-► r N r r r r N N N N N N N N N N.N N N N N N N N N N N N N N N N N N tJ N tJ N t� N 1•J i•� 1••:r O O O O O O O O O O O O O O O O O d O 0 0 0 0 r r h-► r ►+ 1+ r r h+ r h r r h+ h- r r r r h r r r h- ►- h- . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 �O t0 t0 �0 �0 �O �O �0 t0 �0 �0 �D �0 �0 �0 t0 �0 �0 �0 �D �0 �G O O O G O O O O O O O O O O O O O U O �= r ►= r h r- OOrrrNNW W W .P, -P, 0 0 000 OD00 000rrNNW W � 4-10000 �jwwkD 00rh to W W L.- T., OD K) Ln %D L4) 01 0 -P- OD K) 0 1" (Ln 0 G) Co tj NJ r (3% r (-n 0 Ln0 (n0 (nrOirvN0D --- %D Lnr V W tDIDI %G (nh.) ODui r, 0000000000000000000000000000000000000000000OCIOOOC, V W .r ^1 Cr ._+ C" Vx n- M R•`. r3 0 k7 r-I M- 0 M F► C-1 �r � E`I C-h (� C r� (� f7 (=1 F-r n ra F� 1=1 r, r:9 rY r_. � , r- n i, is r; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . f.. r... Ls �_. 1 1_:: I.a F.. 1..: 1-a pa 1.. 1+ 1,+ F'. 1-.a 1-: La La 1.. Iy 1..,. 1.: 1-' 1... 1- 1._: 1•• r i- r r F+ r h-'• F-' h-. 1.., h... h' t- r..., r h.. 1-- �.. r- r.. r.. 1-DC 3 .011 O. 1 U.y+111i U 1 0. 101 .00 0.0 0. 1 0.0-94 0 0.0 0. 1 0.891 0 ; ; ; C. 101.667 0.0 O. 1 0.887 0 ; ; ; C. 102.000 0.0 0. 1 0.884 0 ; ; ; ; c . _ 102.333 0.0 0. 1 0.881 0 102.667 0.0 0. 1 0.877 0 ; ; ; ; =• i 103.000 0.0 0. 1 0.874 0 103.333 0.0 0. 1 0.871 0 103.667 0.0 0. 1 0.868 0 ; ; ; C. 1 104.000 0.0 0. 1 0.865 0 ; ; ; ; G. 1 104.333 0.0 0. 1 0.862 0 ; ; ; ; C. 1 104.667 0.0 0. 1 0.859 0 ; ; ; Ci 105.000 0.0 0. 1 0.856 0 ; ; ; ; . 1 105.333 0.0 0. 1 0.853 0 ; ; ; ; C. 1 105.667 0.0 0. 1 0.851 0 C. 1 106.000 0.0 0. 1 0.848 0 ; ; c:.1 106.333 0.0 0. 1 0.845 0 Remaining water in basin = 0.84 (Ac.Ft) ***************z************HYDROGRAPH DATAz****z******************xs: r Number of intervals = 319 Time interval = 20.0 (Min. ) Maximum/Peak flow rate = 111 .8 (CFS) ' Total volume = 112.85 (Ac.Ft) Status of hydrographs being held in storage Stream 1 Stream 2 Stream 3 Stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 O.00O Vol (Ac.Ft) 0.000 0.000 0.000 0.000 0.0.00 -------------------------------------------------------------------- ' 174 t+++ }+ 4- 4-+:. }+++++++++++++t+++++++++++++++++++++++++++++++++++++ Process from Point/Station 100.000 to Point/Station 10.00; * "R PRINT CURRENT HYDROGRAPH * x** ----------------------------------------------------------------------- +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++t+++}++++ P R I N T O F S T 0 R M R u n o f f H sd r o g r a p h -------------------------------------------------------------------- Hydrograph in 20 Minute intervals . (CFS) ---- ---- ---- --- Time(h+m) Volume(Ac.Ft) 0(CFS) ------- ------ ------ ----- G 2$.0 55.9 83.9 lii.� ----------------------------------------------------------------------- 0+20 0.0012 0.04 0 0+40 0.0232 0.80 0 ' 1+ 0 0.1066 3.03 VO 1+20 0.2960 6.87 V 0 1+40 0.6525 12.94 V 0 2+ 0 1.2204 20.62 V 0 2+20 1.9959 28. 15 V O ' 2+40 3.0976 39.99 V ; 0 3+ 0 4.4708 49.85 ;V ; 0 ; 3+20 6. 1359 60.44 ; V ; ;0 ; 3+40 8.0700 70.21 V ; 0 4+ 0 10.3676 83.40 V ; ; 0; ; 4+20 13.0623 97.82 4+40 15.9719 105.62 ; V ; O 5+ 0 19.0049 110. 10 ; V 5+20 22.0692 111 .23 ; V ; ; 0; 5+40 25. 1454 111 .67 ; V 6+ 0 28.2263 111 .84 ; V 6+20 31 .3026 111 .67 V ; ; 0; 6+40 34.3577 110.90 ; ; V ; ; 0; 7+ 0 37.3802 109.72 V ; ; 0; 7+20 40.3695 108.51 ; ; V ; ; O 7+40 43.3237 107.24 ; ; V ; ; 0 8+ 0 46.2404 105.88 ; ; V ; 0 ; 8+20 49. 1201 104.53 ; V ; 0 8+40 51.9631 103.20 ; ; V 9+ 0 54.7701 101 .89 ; ; V; O 9+20 57.5413 100.60 ; ; V O 9+40 60.2773 99.32 ; V ; 0 10+ 0 62.9765 97.98 ; ; V 0 10+20 65.6380 96.61 ; ; V ; 0 10+40 68.2624 95.27 ; ; ; V ; O 11+ 0 70.8503 93.94 ; ; ; V ; 0 11+20 73.3069 89.18 ; ; V ;0 11+40 75.5957 83.08 ; ; V 0; 12+ 0 77.7281 77.40 ; ; ; 0 ; 12+20 79.7546 73.56 0 V ; 12+40 81.6972 70.52 ; ; ; 0 V ; 13+ 0 83.5594 67.60 ; ; ; 0 V; 13+20 85.3062 63.41 ; ; ; 0 V 13+40 86.9289 58.90 ; ; ;0 V 175 14+ 0 88.4362 54.72 ; ; O; V ; 14+20 89.8349 50.77 ; ; O ; ;V 14+40 91 . 1319 47.08 ; ; O V ; 15+ 0 92.3347 43.66 ; O V 15+20 93.4433 40.24 ; O ; V ; 15+40 94.4469 36.43 ; ; O V ; 16+ 0 95.3556 32.98 ;O ; V 16+20 96. 1783 29.86 O ; V 16+40 96.9231 27.04 O; ; ; V 17+ 0 97.6196 25.28 O; ; V ; 17+20 98,2758 23.82 O ; V 17+40 98.8941 22.45 O ; ; V 18+ 0 99.4768 21 .15 ; O ; ; V 18+20 100.0257 19.93 ; O ; ; V ; 18+40 100.5430 18.78 ; O ; ; ; V ; 19+ 0 101 .0256 17.52 ; O ; ; V ; 19+20 101 .4746 16.30 ; O ; ; ; V ; 19+40 101 ,8925 15.17 ; O ; ; ; V ; 20+ 0 102.2813 14. 11 ; O ; ; ; V ; 20+20 102.6431 13. 13 ; O ; ; ; V ; 20+40 102.9798 12.22 ; O ; ; ; V 21+ 0 103.2930 11.37 ; O ; V 21+20 103.5845 10.58 ; O ; ; V ; 21+40 103.8557 9.85 ; O ; ; ; V ; 22+ 0 104, 1136 9.36 ; O ; ; ; V 22+20 104.3608 8.97 ; O ; ; ; V ; 22+40 104.5976 8.60 O ; ; ; V ; 23+ 0 104.8245 8.24 ; O ; ; ; V ; 23+20 105.0419 7.89 ; O ; ; V 23+40 105.2502 7.56 ; O ; ; V 24+ 0 105.4499 7.25 ; O ; ; ; V ---------------------------------------------------------------------- ****************************HYDROGRAPH DATA**************************** Number of intervals = 319 Time interval = 20.0 (Min. ) Maximum/Peak flow rate = 111 .8 (CFS) Total volume = 112.85 (Ac.Ft) Status of hydrographs being held in storage Stream 1 Stream 2 Stream 3 Stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (Ac.Ft) 0.000 0.000 0.000 0.000 0.000 -------------------------------------------------------------------- 176 Copyright (c ) CIVILCADD/Ci ILDESIGN. 1990 --------------------------------------------------------------------- 100 YR. ROUTING ANALYSIS THROUGH SULTER-MILLER LAKE STUDY FILE: LAKE2.HYD 0808-273-2 L.A.B. -------------------------------------------------------------------- xxxxxxxxxxxxxxxxxxxxx HYDROGRAPH INFORMATION *******xx*xxxxx:xxxxxx From study/file name: LAKE.rte *xxxxxxx********************HYDROGRAPH DATA**xsxxxxxx*xxxx*xxxxx:«xxrx : Number of intervals = 20 Time interval = 20.0 (Min. ) Maximum/'Peak flow rate = 898.5 (CFS) Total volume = 146.22 (Ac.Ft) Status of hydrographs being held in storage Stream 1 Stream 2 Stream 3 Stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (Ac.Ft) 0.000 0.000 0.000 0.000 0.04-Jo xxxxxxxxxxxxxxxxxxxxx:xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx*xx�:tx 177 i ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++.. Process from Point/Station 100.000 to Point/Station 10.00: **** RETARDING BASIN ROUTING **** ---------------------------------------------------------------------- Program computation of outflow v. depth I I CALCULATED OUTFLOW DATA AT DEPTH = 0. 10(Ft. ) ) Pipe length = 1700.00(Ft. ) Elevation difference = 4.10(Ft. ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00(In. ) Calculated individual pipe flow = 0.077(CFS) Normal flow depth in pipe = 1.20(In. ) Flow top width inside pipe = 14.99(In. ) Critical depth could not be calculated. Calculated flow rate through pipe(s) = 0.077(CFS) Pipe flow velocity = 0.92(Ft/s) Travel time through pipe = 30.94 min. Total outflow at this depth = 0.08(CFS) CALCULATED OUTFLOW DATA AT DEPTH = 0.50(Ft. ) ) Pipe length = 1700.00(Ft. ) Elevation difference = 4. 10(Ft. ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00( In. ) Calculated individual pipe flow = 2.349(CFS) Normal flow depth in pipe = 6.00(In. ) Flow top width inside pipe = 31.75(In. ) Critical depth could not be calculated. Calculated flow rate through pipe(s) = 2.349(CFS) Pipe flow velocity = 2.59(Ft/s) Travel time through pipe = 10.93 min. Total outflow at this depth = 2.35(CFS) CALCULATED OUTFLOW DATA AT DEPTH = 0.90(Ft. ) ) Pipe length = 1700.00(Ft. ) Elevation difference = 4. 10(Ft. ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00( In. ) Calculated individual pipe flow = 7.832(CFS) Normal flow depth in pipe = 10.80( In. ) Flow top width inside pipe = 40.09(In. ) Critical depth could not be calculated. Calculated flow rate through pipe(s) = 7.832(CFS) Pipe flow velocity = 3.70(Ft/s) Travel time through pipe = 7.66 min. Total outflow at this depth = 7.83(CFS) 178 CALCULATED OUTFLOW DATA AT DEPTH = 1 .40(Ft. ) ) Pipe length = 1700.00(Ft. ) Elevation difference = 4. 10(Ft. ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.0O( In. ) Calculated individual pipe flow = 18.549(CFS) Normal flow depth in pipe = 16.80(In. ) Flow top width inside pipe = 45.79( In. ) Critical Depth = 15.19(In. ) Calculated flow rate through pipe(s) = 18.549(CFS) Pipe flow velocity = 4.73(Ft/s) Travel time through pipe = 5.99 min. Total outflow at this depth = 18.55(CFS) CALCULATED OUTFLOW DATA AT DEPTH = 1.80(Ft. ) ) Pipe length = 1700.00(Ft. ) Elevation difference = 4. 10(Ft. ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00( In. ) Calculated individual pipe flow = 29.383(CFS) Normal flow depth in pipe = 21.60(In. ) Flow top width inside pipe = 47.76( In. ) Critical Depth = 19.28(In. ) Calculated flow rate through pipe(s) = 29.383(CFS) Pipe flow velocity = 5.36(Ft/s) Travel time through pipe = 5.29 min. Total outflow at this depth = 29.38(CFS) CALCULATED OUTFLOW DATA AT DEPTH = 2.30(Ft. ) ) Pipe length = 1700.00(Ft. ) Elevation difference = 4. 10(Ft. ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00(In. ) Calculated individual pipe flow = 44.360(CFS) Normal flow depth in pipe = 27.60(In. ) Flow top width inside pipe = 47.46(In. ) Critical Depth = 23.89(In. ) Calculated flow rate through pipe(s) = 44.360(CFS) Pipe flow velocity = 5.93(Ft/s) Travel time through pipe = 4.78 min. Total outflow at this depth = 44.36(CFS) CALCULATED OUTFLOW DATA AT DEPTH = 2.90(Ft. ) ) Pipe length = 1700.00(Ft. ) Elevation difference = 4.10(Ft. ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00( In. ) Calculated individual pipe flow = 61.760(CFS) Normal flow depth in pipe = 34.80(In. ) Flow top width inside pipe = 42.87( In. ) Critical Depth = 28.42(In. ) Calculated flow rate through pipe(s) = 61 .760(CFS) Pipe flow velocity = 6 .33(Ft/s) Travel time through pipe = 4.48 min. Total outflow at this depth = 61 .76(CFS) 179 CALCULATED OUTFLOW DATA AT DEPTH = 3.50(Ft. ) ) Pipe length = 1700.00(Ft. ) Elevation difference = 4. 10(Ft. ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00( In. ) Calculated individual pipe flow = 74. 122(CFS) Normal flow depth in pipe = 42.00(In. ) Flow top width inside pipe = 31 .75( In. ) Critical Depth = 31 .24( In. ) Calculated flow rate through pipe(s) = 74.122(CFS) Pipe flow velocity = 6.36(Ft/s) Travel time through pipe = 4.46 min. Total outflow at this depth = 74. 12(CFS) CALCULATED OUTFLOW DATA AT DEPTH = 4. 10(Ft. ) ) Pipe length = 1700.00(Ft. ) Elevation difference = 4. 10(Ft. ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00(In. ) NOTE: Assuming free outlet flow. NOTE: Normal flow is pressure flow. The total friction loss through the pipe is 8.200(Ft. ) Pipe friction loss = 6.951(Ft. ) Minor friction loss = 1 .244(Ft. ) K-factor = 1.50 Calculated flow rate through pipe(s) = 91.850(CFS) Pipe flow velocity = 7.31 (Ft/s) Travel time through pipe = 3.88 min. Total outflow at this depth = 91 .85(CFS) CALCULATED OUTFLOW DATA AT DEPTH = 4.80(Ft. ) ) Pipe length = 1700.00(Ft. ) Elevation difference = 4.10(Ft. ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00(In. ) NOTE: Assuming free outlet flow. NOTE: Normal flow is pressure flow. The total friction loss through the pipe is 8.900(Ft. ) Pipe friction loss = 7.544(Ft. ) Minor friction loss = 1.351(Ft. ) K-factor = 1 .50 Calculated flow rate through pipe(s) = 95.690(CFS) Pipe flow velocity = 7.61(Ft/s) Travel time through pipe = 3.72 min. Total outflow at this depth = 95.69(CFS) 180 CALCULATED OUTFLOW DATA AT DEPTH = 5.70(Ft. ) ) Pipe length = 1700.00(Ft. ) Elevation difference = 4 . 10(Ft . ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00( In. ) NOTE: Assuming free outlet flow. NOTE: Normal flow is pressure flow. The total friction loss through the pipe is 9.800(Ft. ) Pipe friction loss = 8.307(Ft. ) Minor friction loss = 1.487(Ft. ) K-factor = 1 .50 Calculated flow rate through pipe(s) = 100.412(CFS) Pipe flow velocity = 7.99(Ft/s) Travel time through pipe = 3.55 min. Total outflow at this depth = 100.41 (CFS) CALCULATED OUTFLOW DATA AT DEPTH = 7.00(Ft. ) ) Pipe length = 1700.00(Ft. ) Elevation difference = 4. 10(Ft. ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00( In. ) NOTE: Assuming free outlet flow. NOTE: Normal flow is pressure flow. The total friction loss through the pipe is 11.100(Ft. ) Pipe friction loss = 9.409(Ft. ) Minor friction loss 1.684(Ft. ) K-factor = 1 .50 Calculated flow rate through pipe(s) = 106.864(CFS) Pipe flow velocity = 8.50(Ft/s) Travel time through pipe = 3.33 min. Total outflow at this depth = 106.86(CFS) CALCULATED OUTFLOW DATA AT DEPTH = 9. 10(Ft. ) ) Pipe length = 1700.00(Ft. ) Elevation difference = 4. 10(Ft. ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00(In. ) NOTE: Assuming free outlet flow. NOTE: Normal flow is pressure flow. The total friction loss through the pipe is 13.200(Ft. ) Pipe friction loss = 11. 189(Ft. ) Minor friction loss = 2.003(Ft. ) K-factor = 1.50 Calculated flow rate through pipe(s) = 116.535(CFS) Pipe flow velocity = 9.27(Ft/s) Travel time through pipe = 3.06 min. Total outflow at this depth = 116.54(CFS) 181 CALCULATED OUTFLOW DATA AT DEPTH = 11 .20(Ft. ) ) Pipe length = 1700.00(Ft. ) Elevation difference = 4. 10(Ft . ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00( In. ) NOTE: Assuming free outlet flow. NOTE: Normal flow is pressure flow. The total friction loss through the pipe is 15.300(Ft. ) Pipe friction loss = 12.969(Ft. ) Minor friction loss = 2.322(Ft. ) K-factor = 1 .50 Calculated flow rate through pipe(s) = 125.463(CFS) Pipe flow velocity = 9.98(Ft/s) Travel time through pipe = 2.84 min. Total outflow at this depth = 125.46(CFS) CALCULATED OUTFLOW DATA AT DEPTH = 11 .90(Ft. ) ) Pipe length = 1700.00(Ft. ) Elevation difference = 4.10(Ft. ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00(In. ) NOTE: Assuming free outlet flow. NOTE: Normal flow is pressure flow. The total friction loss through the pipe is 16.000(Ft. ) Pipe friction loss = 13.563(Ft. ) Minor friction loss = 2.428(Ft. ) K-factor = 1.50 Calculated flow rate through pipe(s) = 128.301(CFS) Pipe flow velocity = 10.21(Ft/s) Travel time through pipe = 2.78 min. Total outflow at this depth = 128.30(CFS) CALCULATED OUTFLOW DATA AT DEPTH = 12.40(Ft. ) ) Pipe length = 1700.00(Ft. ) Elevation difference = 4. 10(Ft. ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00(In. ) NOTE: Assuming free outlet flow. NOTE: Normal flow is pressure flow. The total friction loss through the pipe is 16.500(Ft. ) Pipe friction loss = 13.986(Ft. ) Minor friction loss = 2.504(Ft. ) K-factor = 1 .50 Calculated flow rate through pipe(s) = 130.290(CFS) Pipe flow velocity = 10.37(Ft/s) Travel time through pipe = 2.73 min. Total outflow at this depth = 130.29(CFS) 182 CALCULATED OUTFLOW DATA AT DEPTH = 12.80(Ft. ) ) Pipe length = 1700.00(Ft. ) Elevation difference = 4. 10(Ft . ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00( In. ) NOTE: Assuming free outlet flow. NOTE: Normal flow is pressure flow. The total friction loss through the pipe is 16.900(Ft. ) Pipe friction loss = 14.325(Ft. ) Minor friction loss = 2.565(Ft. ) K-factor = 1 .50 Calculated flow rate through pipe(s) = 131.860(CFS) Pipe flow velocity = 10.49(Ft/s) Travel time through pipe = 2.70 min. MTotal outflow at this depth = 131 .86(CFS) CALCULATED OUTFLOW DATA AT DEPTH = 13.20(Ft. ) ) Pipe length = 1700.00(Ft. ) Elevation difference = 4. 10(Ft. ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00(In. ) NOTE: Assuming free outlet flow. NOTE: Normal flow is pressure flow. The total friction loss through the pipe is 17.300(Ft. ) Pipe friction loss = 14.664(Ft. ) Minor friction loss = 2.625(Ft. ) K-factor - 1 .50 Calculated flow rate through pipe(s) = 133.412(CFS) Pipe flow velocity = 10.62(Ft/s) Travel time through pipe = 2.67 min. Total outflow at this depth = 133.41(CFS) CALCULATED OUTFLOW DATA AT DEPTH = 13.40(Ft. ) ) Pipe length = 1700.00(Ft. ) Elevation difference = 4.10(Ft. ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00(In. ) NOTE: Assuming free outlet flow. NOTE: Normal flow is pressure flow. The total friction loss through the pipe is 17.500(Ft. ) Pipe friction loss = 14.834(Ft. ) Minor friction loss = 2.656(Ft. ) K-factor = 1 .50 Calculated flow rate through pipe(s) = 134. 181(CFS) Pipe flow velocity = 10.68(Ft/s) Travel time through pipe = 2.65 min. Total outflow at this depth = 134.18(CFS) ----------------------------------------- Total number of inflow hydrograph intervals = 20 Hydrograph time unit = 20.000 (Min. ) Initial depth in storage basin = 0.00(Ft. ) �. -------------------------------------------------------------------- -------------------------------------------------------------------- Initial basin depth = 0.00 (Ft. ) Initial basin storage = 0.00 (Ac.Ft) Initial basin outflow = 0.00 (CFS) --------------------------------------------------------------------- 183 ------------------------------------------------------------- ----- Depth vs. Storage and Depth vs . Discharge data: Basin. Depth Storage Outflow (S-O*dt/2) (S+0*dt/2) (Ft. ) (Ac.Ft) (CFS) (Ac.Ft) (Ac.Ft) ---------------------------------------------------------------------- 0.000 0.000 0.000 0.000 0.000 0. 100 1.300 0.077 1.299 1 .301 0.500 5.000 2.349 4.968 5.032 0.900 9.000 7.832 8.892 9. 108 1.400 13.300 18.549 13.045 13.555 1.800 17.800 29.383 17.395 18.205 2.300 22. 700 44.360 22.089 23.311 2.900 28.000 61.760 27. 149 28.851 3.500 33.800 74. 122 32.779 34.821 4. 100 40.300 91.850 39.035 41 .565 4.800 47.900 95.690 46.582 49.218 5.700 56.900 100.412 55.517 58.283 7.000 70.500 106.864 69.028 71 .972 9.100 95.200 116.535 93.595 96.805 11.200 119.700 125.463 117..972 121 .428 11.900 128.400 128.301 126.633 130. 167 12.400 134.300 130.290 132.505 136.095 12.800 139.200 131 .860 137.384 141 .016 13.200 143.400 133.412 141 .562 145.238 13.400 146.000 134. 181 144.152 147.848 -------------------------------------------------------------------- ----------------Hydrograph Detention Basin Routing Graph values: ' I '= unit inflow, '0' outflow at time shown --------------------------------------------------------------------- Time Inflow Outflow Storage Depti': (Hours) (CFS) (CFS) (Ac.Ft) .0 224.6 449.3 673.9 898.5 (Ft. ) 0.333 47.1 0.0 0.648 OI ; ; ; ; 0..0 0.667 133.4 1.2 3. 116 0 I ; ; ; ; 0.3 1.000 146.9 4.9 6.891 0 I ; ; ; ; 0.7 1.333 155.1 12.4 10.813 0 I ; ; ; ; 1_1 1.667 164.9 22.0 14.748 0 I ; ; ; 1.5 2.000 176.7 32.2 18.707 ;0 I ; ; ; 1-9 I 2.333 191.7 44.4 22.727 ;0 I ; ; ; ; 2-3 2.667 211 .2 58.0 26.865 ; 0 I ; ; ; 2.8 3.000 236.8 68.8 31.288 0 I ; ; 3..2 3.333 274.7 80.9 36.271 ; 0 ; I ; ; ; 3.7 3.667 325.6 92.8 42.147 0 I ; ; ; 4..3 4.000 494.7 97.2 50.829 ; 0 ; ; I ; ; 5..1 4.333 898.5 105.3 67.230 ; 0 ; ; ; I 6.7 4.667 888.4 114.0 88.821 ; 0 ; ; I ; 8.6 5.000 317.0 119. 1 102.213 ; 0 ; I ; ; ; 9.7 5.333 212.1 120.5 106.200 ; 0 I ; ; ; ; 10.0 5.667 176.7 121.3 108.224 ; 0 I ; ; ; 1C.2 6.000 154.8 121 .7 109.443 ; OI 1C..3 6.333 94.8 121 .8 109.529 ; IO 1C.3 6.667 6.9 121 .0 107.586 I 0 ; ; ; ; 1C'.2 7.000 0.0 119.9 104.363 I 0 ; ; ; 9.9 7.333 0.0 118.7 101 .077 I 0 9.6 7.667 0.0 117.5 97.824 I 0 3 �D � 9.3 8.000 0.0 116.3 94.604 I 0 ; ; 9.0 8.333 0.0 115. 1 91.417 I O ; '.4 l , to ; �T�2-1�� 1s 8.8 8.667 0.0 113.8 88.265 I 0 ;l ; W S); 8.5 9.000 0.0 112.6 85. 146 I O 9.333 0.0 111 .4 82.061 I 0 ; ; 8.0 9.667 0.0 110.2 79.009 I 0 ; ; !a ,G ;�,, 7.7 1 AIL r m m r ! 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O O O O O O O O O O Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 000 0 ,-., 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r r r r r r r ►-= r r t- t✓ r-•- ,-- ;- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1� ACnCnCn6zn6 (!� zn� nUt (ntJ� 0� 0+ 0► O� OrOr0� 0► 66O j V V V V V V VODODCIDODODODODODOrO �OrO � �O000000rrrrrrNNt.. rrr- ►-► NNNNNtoNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNA) NNNNNNNN W W W (Aj .: ODiOi0000r0O �D Ln lZAZn6666 V V V VODCOODODkDrD C-) OD 0rNW (n0% V00NW4s0V0 t-a4- (n -40t- NP- O+ ODO 0OD0t%) 0OD0LJ Ln VONCn '-tONUnODrWatiDtoLnODr {..1 ',Jr � oD - 00to0 MN00004s0000w0mw0 w 01., wwr001-j - W W 0 j0to00w VNV W tO (nN0 Cc, 0Lt � ui •-,luwr � 000000000000000000000000000000000000000000000000000000000000k r 00 v O © 4do rsQ r:j C4 e p c+ i-rfntreat (� r; r:;+ �1t'Ar.=a k-+ ryr, r; r; r, r, r-; r, -, r; �. r=, r • A) h) t.5tJtJt.) t•jt.i (.) t t•) tom+ tJI) tJtotJ to, t•.) 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NP) NCOW (� W +.� (� ;..� +.. ;.,, r.0 69.667 0.0 0.4 1 .877 0 �} 70.000 0 .0 0 .4 1 .865 O - 70. 333 0.0 0.4 1 .853 0 - 70.667 0.0 0.4 1 .842 0 ; ; ; C.- 71 .000 0.0 0.4 1 .831 0 71 .333 0.0 0.4 1 .820 0 71 .667 0.0 0.4 1.809 0 72.000 0.0 0.4 1 .798 0 ; ; ; C. - 72.333 0.0 0.4 1 .788 0 �- 72.667 0.0 0.4 1 .778 0 73.000 0.0 0.4 1 .767 0 = - r73.333 0.0 0.4 1 .757 0 -C• - 73.667 0.0 0.4 1.748 0 ; C• - 74.000 0.0 0.3 1 .738 0 ; C - 74.333 0.0 0.3 1 .729 0 ; ; ; G ' 74.667 0.0 0.3 1 .719 0 ; ; e•- 75.000 0.0 0.3 1.710 0 ; ; ; �• - 75.333 0.0 0.3 1 .701 0 75.667 0.0 0.3 1.692 0 ; C- 76.000 0.0 0.3 1 .684 0 ; ; ; ; .C- - 76.333 0.0 0.3 1.675 0 76.667 0.0 0.3 1 .667 0 ; ; ; �C• i 77.000 0.0 0.3 1.659 0 ; ; - 77.333 0.0 0.3 1 .650 0 c = 77.667 0.0 0.3 1 .643 0 ; ; C• ' 78.000 0.0 0.3 1 .635 0 78.333 0.0 0.3 1.627 0 ; ; ; ; •= 78.667 0.0 0.3 1 .619 0 79.000 0.0 0.3 1 .612 0 ; ; ; 0• = 79.333 0.0 0.3 1 .605 0 ; ; ; 0•._ 79.667 0.0 _0...3. 1 .597 - O 80.000 0.0 0.3 1 .590 0 ; ; ; '0• 80.333 0.0 0.3 1 .583 0 ; 0•1 80.667 0.0 0.2 1 .577 0 ; ; 0.- 81.000 0.0 0.2 1 .570 0 ; ; ; 0•1 81 .333 0.0 0.2 1 .563 0 ; ; ; ; a 81.667 0.0 0.2 1 .557 0 ; a•- 82.000 0.0 0.2 1 .550 0 ; ; ; 0• ' 82.333 0.0 0.2 1.544 0 ; ; ; ; `0•' 82.667 0.0 0.2 1 .538 0 83.000 0.0 0.2 1 .532 0 ; ; ; `0• 83.333 0.0 0.2 1.526 0 ; 'r•= 83.667 0.0 0.2 1.520 0 84.000 0.0 0.2 1 .514 0f0• - 84.333 0.0 0.2 1 .508 0 84.667 0.0 0.2 1 .503 0 ; ; ; ; C. 85.000 0.0 0.2 1 .497 0 ; ; ; ; r. 85.333 0.0 0.2 1 .492 0 C• - 85.667 0.0 0.2 1.487 0 ; ; ; C• - 86.000 0.0 0.2 1 .481 0 ; ; ; C. 86.333 0.0 0.2 1 .476 0C - 86.667 0.0 0.2 1 .471 0 ; ; ; ; 0•.i 87.000 0.0 0.2 1 .466 0 ; ; ; ; 0•= 87.333 0.0 0.2 1 .461 0 ; ; �•� 87.667 0.0 0.2 1.456 0 ; ; ; 0•= 88.000 0.0 0.2 1 .452 0 ; ; ; ; 0••= 88.333 0.0 0.2 1.447 0 ; ; 0..1 188 88.667 0.0 0.2 1 .443 0 ; ; ; ; 0. IN 89.000 0.0 0.2 1 .438 O ; ; C-. : 89.333 0.0 0.2 1 .434 0 89.667 0.0 0.2 1 .429 0 90.000 0.0 0.2 1 .425 0 ; C. 90.333 0.0 0.2 1 .421 0 90.667 0.0 0.1 1 .417 0 ' 91.000 0.0 0. 1 1 .413 0 ; ; ; ; C. 91 .333 0.0 0. 1 1 .409 0 ' 91.667 0.0 0. 1 1 .405 0 ; ; ; C. 92.000 0.0 0.1 1 .401 0 C:. i 92.333 0.0 0.1 1 .397 0 92.667 0.0 0.1 1 .393 0 93.000 0.0 0. 1 1 .390 0 93.333 0.0 0.1 1 .386 0 ; ; ; ; C. 93.667 0.0 0.1 1.383 0 ; ; ; ; E. 94.000 0.0 0. 1 1 .379 0 ; ; ; ; :C. i 94.333 0.0 0.1 1.376 0 94.667 0.0 0. 1 1 .372 0 95.000 0.0 0.1 1.369 0 ; ; ; ; T. 95.333 0.0 0.1 1.366 0 95.667 0.0 0. 1 1 .363 0 96.000 0.0 0.1 1.359 0 96.333 0.0 0. 1 1 .356 0 96.567 0.0 0.1 1 .353 0 10.1 97.000 0.0 0.1 1 .350 0 ; ; ; ; 0. i 97.333 0.0 0.1 1.347 0 ; ; ; ; C.i 97.667 0.0 0. 1 1.345 0 98.000 0.0 0.1 1 .342 0 98.333 0.0 0. 1 1.339 0 98.667 0.0 0. 1 1 .336 O Remaining water in basin = 1.33 (Ac.Ft) xxxzx*xxxxxxxsss*xxxxssx*xxxHYDROGRAPH DATAxxxxxxxxxxxxxxxxxxxxssxxuvx* Number of intervals = 296 Time interval = 20.0 (Min. ) Maximum/Peak flow rate = 121 .8 (CFS) Total volume = 144.89 (Ac.Ft) Status of hydrographs being held in storage Stream 1 Stream 2 Stream 3 Stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.0M) Vol (Ac.Ft) 0.000 0.000 0.000 0.000 0.0:13 xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxa.sx� -------------------------------------------------------------------- I 189 +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++r+- Process from Point/Station 100.000 to Point/Station 10.0 **** PRINT CURRENT HYDROGRAPH **** --------------------------------------------------------------------- ' +++++++++++++++++++ T-++++++++++++++++++++++++++++++++++++++++++++++ P R I N T O F S T 0 R M R u n o f f H y d r o g r a p h -------------------------------------------------------------------- Hydrograph in 20 Minute intervals (CFS) -------------------------------------------------------------------- Time(h+m) Volume(Ac.Ft) O(CFS) 0 30.4 60.9 91 .3 124.8 0+20 0.0011 0.04 0 0+40 0.0339 1 .19 O ' 2+ 0 0. 1700 4.94 VG ' 1+20 0.5103 12.35 V O 1+40 1 . 1173 22.03 V 0 2+ 0 2.0031 32. 16 V O 2+20 3.2276 44.45 V ; 0 2+40 4.8263 58.03 V ; O; ; 3+ 0 6.7207 68.77 ;V ; ; O ; 3+20 8.9483 80.86 ; V ; ; O ; 3+40 11 .5043 92.78 ; V ; ; O 4+ 0 14.1827 97.23 ; V ; ; ;O 4+20 17.0839 105.31 ; V 4+40 20.2254 114.04 ; V ; ; ; O 5+ 0 23.5062 119.09 ; V ; ; O; 5+20 26,8270 120.54 ; V ; ; ; O; 5+40 30.1680 121 .28 ; V ; ; ; O; 6+ 0 33.5214 121 .73 ; V; ; ; O; 6+20 36.8755 121 .76 ; V ; ; O 6+40 40.2102 121 .05 ; V ; ; O; 7+ 0 43.5125 119.87 ; ; V ; ; O; 7+20 46.7819 118.68 ; ; V ; ; O 7+40 50.0186 117.49 ; ; V ; O 8+ 0 53.2225 116.30 ; ; V ; ; O 8+20 56.3920 115.05 ; ; V ; ; O 8+40 59.5276 113.82 ; ; V ; ; O 9+ 0 62.6294 112.60 ; V ; ; O 9+20 65.6981 111.39 ; ; V ; ; O 9+40 68.7338 110.20 ; ; V 10+- 0 71 .7369 109.01 ; V; ; O 10+20 74.7078 107.84 ; ; V ; O 10+40 77.6458 106.65 ; ; V ; O 11+ 0 80,5456 105.26 ; ; ; V O 11+20 83.4078 103.90 ; ; ; V ; O 190 11+40 8E. 23-9 102Z.55 V ; u 12} 0 89.0212 101 .22 ; ; ; V ; 0 ; 12+20 91 .7719 99.85 ; ; ; V ; Q 12+40 94.4831 98.42 V 0 ; 13+ 0 97. 1554 97.00 ; V ;Q ; 13+20 99.7894 95.62 ; ; ; V ;Q ; 13+40 102.3870 94.29 ; V 0 ; 14+ 0 104.9487 92.99 ; ; V 0 ; 14+20 107.4580 91 .09 ; ; Q; ; 14+40 109.7857 84.49 ; ; ; 0 V ; 15+ 0 111 .9447 78.37 ; Q V ; 15+20 113.9558 73.00 ; ; Q V ; 15+40 115.8521 68.84 ; ; Q ;V ; 16+ 0 117.6403 64.91 ; ; ;Q ; V ; 16+20 119.3186 60.92 ; ; 0 ; V ; 16+40 120.8517 55.65 ; Q ; V ; 17+ 0 122.2522 50.84 ; Q ; V ; 17+20 123,5314 46.44 ; ; Q ; ; V ; 17+40 124.7035 42.55 ; ; Q ; V ; 18+ 0 125.7809 39. 11 ; ; Q ; V 18+20 126.7713 35.95 ; ;Q ; ; V ; 18+40 127.6816 33.04 Q ; ; V ; 19+ 0 128.5184 30.37 ; Q; ; ; V ; 19+20 129.2958 28.22 Q; ; ; V ; 19+40 130.0234 26.41 0 ; ; ; V ; 20+ 0 130.7042 24. 71 ; Q ; ; ; V ; 20+20 131 .3413 23. 13 ; Q ; ; ; V ; 20+40 131.9375 21 .64 Q ; ; ; V ; 21+ 0 132.4954 20.25 ; Q ; ; ; V ; 21+20 133.0176 18.95 ; Q ; ; ; V ; 21+40 133.5054 17.71 Q ; ; V ; 22+ 0 133.9609 16.53 ; Q ; ; V 22+20 134.3861 15.44 ; Q ; ; ; V ; 22+40 134.7831 14.41 Q ; ; ; V ; 23+ 0 135. 1537 13.45 ; Q ; ; ; V ; 23+20 135.4998 12.56 ; Q ; ; V ; 23+40 135.8229 11 .73 Q ; ; ; V ; 24+ 0 136. 1245 10.95 ; Q ; ; V ; ----------------------------------------------------------------------- xxxxxxxxxxxxxxxxxxxxxxxxxxxxHYDROGRAPH DATAxxxxxxxxxxxxxxxxxxxxxxxxsxxx Number of intervals = 296 Time interval = 20.0 (Min. ) Maximum/Peak flow rate = 121 .8 (CFS) Total volume = 144.89 (Ac.Ft) Status of hydrographs being held in storage Stream 1 Stream 2 Stream 3 Stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (Ac.Ft) 0.000 0.000 0.000 0.000 0.COO xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxass + -------------------------------------------------------------------- 191 i (These pages intentionally left blank) WSSOCIATES EN & ' 192 - 2UU FLOOD HYDROGRAPH ROUTING PROGRAM Copyright (c) CIVILCADD/CIVILDESIGN, 1990 Study date: 6/19/91 --------------------------------------------------------------------- PMP ROUTING ANALYSIS THROUGH SULLY-MILLER LAKE STUDY FILE: SULLY2.HYD 0808-273-2 L.A.B. -------------------------------------------------------------------- ********************* HYDROGRAPH INFORMATION ******xxxx************ From study/file name: SULLY.rte xxxxxxxxxxxxxxxxxxxxxxxxxxxxHYDROGRAPH DATA*xxxx:******xxxx*****xxxx:rxx Number of intervals = 21 Time interval = 20.0 (Min. ) Maximum/Peak flow rate = 3700.5 (CFS) Total volume = 488.47 (Ac.Ft) Status of hydrographs being held in storage Stream 1 Stream 2 Stream 3 Stream 4 Stream 5 ' Peak (CFS) 0.000 0.000 0.000 0.000 O.00r Vol (Ac.Ft) 0.000 0.000 0.000 0.000 0.0_0 :xxxxxxxxxxxxxxx:xxxxxxxxxxxxxxxxxxxxx:xxxxxxxx:*xxxx:xxxxxxxxxxxxxx=*: - 201 +++++++++++++++t++++++++++++++++++++++++++++++++++++++++++++++++++... Process from Point/Station 100.000 to Point/Station 10.000 **** RETARDING BASIN ROUTING **** ' Program computation of outflow v. depth CALCULATED OUTFLOW DATA AT DEPTH = 0.10(Ft. ) ) ' Pipe length = 1700.00(Ft. ) Elevation difference = 4. 10(Ft. ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00(In. ) Calculated individual pipe flow = 0.077(CFS) Normal flow depth in pipe = 1 .20(In. ) Flow top width inside pipe = 14.99(In. ) Critical depth could not be calculated. Calculated flow rate through pipe(s) = 0.077(CFS) Pipe flow velocity = 0.92(Ft/s) Travel time through pipe = 30.94 min. Total outflow at this depth = 0.08(CFS) CALCULATED OUTFLOW DATA AT DEPTH = 0.30(Ft. ) ) Pipe length = 1700.00(Ft. ) Elevation difference = 4.10(Ft. ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00(In. ) Calculated individual pipe flow = 0.803(CFS) Normal flow depth in pipe = 3.60(In. ) Flow top width inside pipe = 25.29( In. ) Critical depth could not be calculated. Calculated flow rate through pipe(s) = 0.803(CFS) Pipe flow velocity = 1.87(Ft/s) Travel time through pipe = 15.12 min. Total outflow at this depth = 0.80(CFS) CALCULATED OUTFLOW DATA AT DEPTH= 0.80(Ft. ) ) Pipe length = 1700.00(Ft. ) Elevation difference = 4. 10(Ft. ) ' Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00(In. ) Calculated individual pipe flow = 6.178(CFS) Normal flow depth in pipe = 9.60( In. ) Flow top width inside pipe = 38.40( In. ) Critical Depth = 8.63(In. ) Calculated flow rate through pipe(s) 6. 178(CFS) Pipe flow velocity = 3.45(Ft/s) Travel time through pipe = 8.21 min. ' Total outflow at this depth = 6. 18(CFS) 202 CALCULATED OUTFLOW DATA AT DEPTH = 1 .50(Ft. ) ) Pipe length = 1700.00(Ft. ) Elevation difference = 4 . 10(Ft . ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00( In. ) - Calculated individual pipe flow 21 . 105(CFS) Normal flow depth in pipe = 18.00(In. ) Flow top width inside pipe = 46.48( In. ) Critical Depth = 16.24(In. ) Calculated flow rate through pipe(s) = 21.105(CFS) Pipe flow velocity = 4.90(Ft/s) ' Travel time through pipe = 5.78 min. Total outflow at this depth = 21 . 11 (CFS) CALCULATED OUTFLOW DATA AT DEPTH = 2.40(Ft. ) ) Pipe length = 1700.00(Ft. ) Elevation difference = 4. 10(Ft. ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00(In. ) Calculated individual pipe flow = 47.393(CFS) Normal flow depth in pipe = 28.80(In. ) Flow top width inside pipe = 47.03( In. ) Critical Depth = 24.75(In. ) Calculated flow rate through pipe(s) = 47.393(CFS) Pipe flow velocity = 6.02(Ft/s) Travel time through pipe = 4.71 min. Total outflow at this depth = 47.39(CFS) CALCULATED OUTFLOW DATA AT DEPTH = 3.60(Ft. ) ) ' Pipe length = 1700.00(Ft. ) Elevation difference = 4. 10(Ft. ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00(In. ) Calculated individual pipe flow = 75. 184(CFS) Normal flow depth in pipe = 43.20(In. ) Flow top width inside pipe = 28.80(In. ) Critical Depth = 31.46(In. ) Calculated flow rate through pipe(s) = 75.184(CFS) Pipe flow velocity = 6.31(Ft/s) Travel time through pipe = 4.49 min. Total outflow at this depth = 75.18(CFS) CALCULATED OUTFLOW DATA AT DEPTH = 5.40(Ft. ) ) Pipe length = 1700.00(Ft. ) Elevation difference = 4.10(Ft. ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00(In. ) NOTE: Assuming free outlet flow. NOTE: Normal flow is pressure flow. The total friction loss through the pipe is 9.500(Ft. ) Pipe friction loss = 8.053(Ft. ) Minor friction loss = 1 .442(Ft. ) K-factor = 1.50 Calculated flow rate through pipe(s) = 98.863(CFS) Pipe flow velocity = 7.87(Ft/s) Travel time through pipe = 3.60 min. Total outflow at this depth = 98.86(CFS) ' 203 CALCULATED OUTFLOW DATA AT DEPTH = 7.70(Ft. ) ) Pipe length = 1700.00(Ft. ) Elevation difference = 4. 10(Ft. ) ' Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00(In. ) NOTE: Assuming free outlet flow. NOTE: Normal flow is pressure flow. The total friction loss through the pipe is 11.800(Ft. ) Pipe friction loss = 10.002(Ft. ) Minor friction loss = 1 .791(Ft. ) K-factor = 1 .50 ' Calculated flow rate through pipe(s) = 110. 182(CFS) Pipe flow velocity = 8.77(Ft/s) Travel time through pipe = 3.23 min. Total outflow at this depth = 110. 18(CFS) ' CALCULATED OUTFLOW DATA AT DEPTH = 10.60(Ft. ) ) Pipe length = 1700.00(Ft. ) Elevation difference = 4.10(Ft. ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00( In. ) NOTE: Assuming free outlet flow. NOTE: Normal flow is pressure flow. The total friction loss through the pipe is 14.700(Ft. ) Pipe friction loss = 12.461(Ft. ) Minor friction loss = 2.231(Ft. ) K-factor = 1.50 Calculated flow rate through pipe(s) = 122.979(CFS) Pipe flow velocity = 9.79(Ft/s) Travel time through pipe = 2.90 min. Total outflow at this depth = 122.98(CFS) CALCULATED OUTFLOW DATA AT DEPTH = 16.80(Ft. ) ) ' Pipe length = 1700.00(Ft. ) Elevation difference = 4.10(Ft. ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00( In. ) ' NOTE: Assuming free outlet flow. NOTE: Normal flow is pressure flow. The total friction loss through the pipe is 20.900(Ft. ) Pipe friction loss = 17.716(Ft. ) 1 Minor friction loss = 3.172(Ft. ) K-factor = 1.50 Calculated flow rate through pipe(s) = 146.637(CFS) Pipe flow velocity = 11.67(Ft/s) ' Travel time through pipe = 2.43 min. Total outflow at this depth = 146.64(CFS) ' 204 ' CALCULATED OUTFLOW DATA AT DEPTH = 24.60(Ft. ) ) Pipe length = 1700.00(Ft. ) Elevation difference = 4. 10(Ft. ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00( In. ) NOTE: Assuming free outlet flow. NOTE: Normal flow is pressure flow. The total friction loss through the pipe is 28.700(Ft. ) Pipe friction loss = 24.328(Ft. ) Minor friction loss = 4.355(Ft. ) K-factor = 1.50 Calculated flow rate through pipe(s) = 171.835(CFS) Pipe flow velocity = 13.67(Ft/s) Travel time through pipe = 2.07 min. Total outflow at this depth = 171 .84(CFS) CALCULATED OUTFLOW DATA AT DEPTH = 31.30(Ft. ) ) ' Pipe length = 1700.00(Ft. ) Elevation difference = 4. 10(Ft. ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00( In. ) NOTE: Assuming free outlet flow. NOTE: Normal flow is pressure flow. The total friction loss through the pipe is 35.400(Ft. ) Pipe friction loss = 30.007(Ft. ) ' Minor friction loss = 5.372(Ft. ) K-factor = 1 .50 Calculated flow rate through pipe(s) = 190.841 (CFS) Pipe flow velocity = 15:19(Ft/s) - - ' Travel time through pipe = 1.87 min. Total outflow at this depth = 190.84(CFS) CALCULATED OUTFLOW DATA AT DEPTH = 34.40(Ft. ) ) Pipe length = 1700.00(Ft. ) Elevation difference = 4.10(Ft. ) ' Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00(In. ) NOTE: Assuming free outlet flow. NOTE: Normal flow is pressure flow. ' The total friction loss through the pipe is 38.500(Ft. ) Pipe friction loss = 32.635(Ft. ) Minor friction loss = 5.842(Ft. ) K-factor = 1.50 Calculated flow rate through pipe(s) = 199.022(CFS) Pipe flow velocity = 15.84(Ft/s) Travel time through pipe = 1 .79 min. ' Total outflow at this depth = 199.02(CFS) ' 205 CALCULATED OUTFLOW DATA AT DEPTH = 35.50(Ft. ) ) ' Pipe length = 1700.00(Ft. ) Elevation difference = 4. 10(Ft. ) Manning's N = 0.013 No. of pipes = i Given pipe size = 48.00( In. ) ' NOTE: Assuming free outlet flow. NOTE: Normal flow is pressure flow. The total friction loss through the pipe is 39.600(Ft. ) Pipe friction loss = 33.567(Ft. ) ' Minor friction loss = 6.009(Ft. ) K-factor = 1 .50 Calculated flow rate through pipe(s) = 201.845(CFS) Pipe flow velocity = 16.06(Ft/s) ' Travel time through pipe = 1.76 min. Total outflow at this depth = 201.85(CFS) CALCULATED OUTFLOW DATA AT DEPTH = 36.30(Ft. ) ) Pipe length = 1700.00(Ft. ) Elevation difference = 4.10(Ft. ) ' Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00(In. ) NOTE: Assuming free outlet flow. NOTE: Normal flow is pressure flow. The total friction loss through the pipe is 40.400(Ft. ) Pipe friction loss = 34.245(Ft. ) Minor friction loss = 6.131(Ft. ) K-factor = 1.50 ' Calculated flow rate through pipe(s) = 203.874(CFS) Pipe flow velocity = 16.22(Ft/s) Travel time through pipe = 1 .75 min. Total outflow at this depth = 203.87(CFS) ' CALCULATED OUTFLOW DATA AT DEPTH = 36.80(Ft. ) ) Pipe length = 1700.00(Ft. ) Elevation difference = 4.10(Ft. ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00( In. ) NOTE: Assuming free outlet flow. NOTE: Normal flow is pressure flow. The total friction loss through the pipe is 40.900(Ft. ) Pipe friction loss = 34.669(Ft. ) Minor friction loss = 5.207(Ft. ) K-factor = 1.50 Calculated flow rate through pipe(s) = 205. 132(CFS) Pipe flow velocity = 16.32(Ft/s) Travel time through pipe = 1 .74 min. Total outflow at this depth = 205. 13(CFS) 206 CALCULATED OUTFLOW DATA AT DEPTH = 37.20(Ft. ) ) Pipe length = 1700.00(Ft. ) Elevation difference = 4 . 10(Ft . ) Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00( In. ) ' NOTE: Assuming free outlet flow. NOTE: Normal flow is pressure flow. The total friction loss through the pipe is 41 .300(Ft. ) Pipe friction loss = 35.008(Ft. ) ' Minor friction loss = 6.267(Ft. ) K-factor = 1 .50 Calculated flow rate through pipe(s) = 206. 132(CFS) Pipe flow velocity = . 16.40(Ft/s) ' Travel time through pipe = 1 .73 min. Total outflow at this depth = 206. 13(CFS) CALCULATED OUTFLOW DATA AT DEPTH = 37.50(Ft. ) ) Pipe length = 1700.00(Ft. ) Elevation difference = 4. 10(Ft. ) ' Manning's N = 0.013 No. of pipes = 1 Given pipe size = 48.00(In. ) NOTE: Assuming free outlet flow. NOTE: Normal flow is pressure flow. ' The total friction loss through the pipe is 41 .600(Ft. ) Pipe friction loss = 35.263(Ft. ) Minor friction loss = 6.313(Ft. ) K-factor = 1 .50 Calculated flow rate through pipe(s) = 206.879(CFS) Pipe flow velocity = 16.46(Ft/s) . Travel time through pipe = 1.72 min. ' Total outflow at this depth = 206.88(CFS) ' CALCULATED OUTFLOW DATA AT DEPTH = 37.51(Ft. ) ) Pipe length = 1700.00(Ft. ) Elevation difference = 4. 10(Ft. ) Manning's N = 0.013 No. of pipes = 1 ' Given pipe size = 48.00( In. ) NOTE: Assuming free outlet flow. NOTE: Normal flow is pressure flow. The total friction loss through the pipe is 41 .610(Ft. ) Pipe friction loss = 35.271(Ft. ) Minor friction loss = 6.314(Ft. ) K-factor = 1.50 Calculated flow rate through pipe(s) = 206.904(CFS) ' Pipe flow velocity = 16.46(Ft/s) Travel time through pipe = 1.72 min. Total outflow at this depth = 206.90(CFS) -------------------------------------------------------------------- Total number of inflow hydrograph intervals = 21 ' Hydrograph time unit = 20.000 (Min. ) Initial depth in storage basin = 0.00(Ft. ) -------------------------------------------------------------------- ' ---------------------- -- ---- (-_- -- ------------------------------ Initial basin depth = 0.00 (Ft. ) - Initial basin storage 0.00 Ac Ft) Initial basin outflow = 0.00 (CFS) ' --------------------------------------------------------------------- 207 -------------------------------------------------------------------- Depth vs. Storage and Depth vs. Discharge data: Basin Depth Storage Outflow (S-0*dt/2) (S+0*dt/2) (Ft. ) (Ac.Ft) (CFS) (Ac.Ft) (Ac.Ft) --------------------------------------------------------------------- 0.000 0.000 0.000 0.000 0.000 0. 100 0.600 0.077 0.599 0.601 0.300 3. 100 0.803 3.089 3. 111 ' 0.800 7.700 6. 178 7.615 7.785 1 .500 14.700 21 . 105 14.409 14.991 2.400 23.400 47.393 22.747 24.053 3.600 34.700 75. 184 33.664 35.736 ' 5.400 54. 100 98.863 52.738 55.462 7.700 78.400 110.182 76.882 79.918 10.600 112.800 122.979 111 . 106 114.494 ' 16.800 187.100 146.637 185.080 189.120 24.600 289.100 171 .835 286.733 291 .467 31.300 383.500 190.841 380.871 386.129 34.400 434. 100 199.022 431.359 436.841 ' 35.500 453.800 201 .845 451 .020 456.580 36.300 466.500 203.874 463.692 469.308 36.800 475.600 205. 132 472.774 478.426 37.200 482.300 206. 132 479.461 485. 139 ' 37.500 487.400 206.879 484.550 490.250 37.510 488.400 206.904 485.550 491 .250 -------------------------------------------------------------------- ------Hydrograph Detention Basin Routing ---------- ---------------------------------------------------- ' Graph values: ' I '= unit inflow; '0' =outflow at time shown --------------------------------------------------------------------- Time Inflow Outflow Storage Depth ' (Hours) (CFS) (CFS) (Ac.Ft) .0 925.1 1850.3 2775.4 3700.5 (Ft. ) 0.333 0.5 0.0 0.006 0 ; ; 6.0 0.667 19.6 0.0 0.282 0 ; ; ; 0.0 1.000 90.9 0.4 1 .798 0 ; ; 0-2 ' 1.333 167.7 3.4 5.307 OI ; ; ; a.5 1.667 253.9 13.0 10.889 0 I ; 1.i 2.000 315.5 31 .4 18.120 0 I 1.9 ' 2.333 412.4 56.1 26.940 0 I ; ; ; & 2.667 702.5 82.1 40.393 0 I ; ; 4.1 3.000 884.2 101 .5 59.720 0 I ; ; 5.9 3.333 1248. 1 113.1 86. 135 0 ; I ; ; 8.4 ' 3.667 2697.7 130.7 137.127 ;0 ; I ; ; 12.0 4.000 3700.5 155.1 221 .319 ;0 ; ; I ; 19.4 4.333 3427.0 177.0 314.920 ;0 ; ; I ; 26.4 ' 4.667 1836.7 190.6 382.360 ;0 ; I ; ; ; 31.2 5.000 714.8 195.5 412.186 ;0 I ; ; ; 3Zr.1 5.333 463.7 197.2 423.009 ;0 I ; ; ; 3`. 5.667 327.3 198.1 428.459 :01 ; ; ; 3L.1 ' 6.000 244.4 198.5 430.871 ;OI ; ; ; 34.2 6.333 183.5 198.6 431 .295 ;0 ; ; 34.2 ' 208 NU1NU1NANl� NANW NW NWNNNNNNNN0W1.4 rrrrrrrrrrrrrr . rrrrrN NN ►-+ rr0 woo 4s .&% 4swW WNNNrrr000000O ww -j -1 -10+ . . . . . . . . . . . . . . . . . . . . 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I I. c.• 1.. t..� G. rrrrrrrrHrrrrrrrrrrrrrrrrrrrI-- I-- rrr ►-► rrP-► rrrrHHrrrHrHrI-- I-- H r r r r r r r r r r r r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NrHr000000O MW ,4 �j �1000tIt000- -gsS.- W W W W K) 0 + r000000ODODOD V V V 0000U0 -p- 41 -p- W WWt,) 0 0 W 0 0 W 0 0 W O 6 W 0 0 W 0 0 W 00 .W 0 0 W 0 0 W 0 0 W 0 0 W O 6 W 0 0 .W 0 0 W 0 0 W 0 0 W 0 0 W 0 0 W 0 0 W O 6 O 0 W O 0 W O 0 W O ON (A) O 0 W O 0 W O 0 W O 0 W O 0 W O 0 W O 0 W O 0 W O 0 W O 0 W O 0 W O 0 W O 0 W 0 0 W 0 0 W O CR OVWO Ili W0 �1WO %tW0VW0NIW0 Ili W0 �1W0 �IW0 �IW01IWO -IWOVWO -IWO �IWO -IWOV WO �IWO 'IWO -I 00000000000000000000000000000000000000000000000000000000000 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00000000000000000000000000000000000000000000000000000000000 NNWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW) WoL) rrrrrr !" rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrHrHrHHrr ►- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . !-' F-' NNNNNNNNNNNNNNW W W W W W W W CO W W W 4-- 4-- I-- 4- p, -�- A -�- A � AUt (Jt (ALnLncn (n (1U1U1V100O% o00O► o0 OD000O -& NW W 4-� (n00 -lOD %0 %0OrNNWJ.- Ln0O► VOD %00 " W W W 4-- UtON �JOD %001-4NNW � (A0% NJ00001-- NW 4- 0 -IJou0 tD 0 W %D 0 A O-A OD (A N O V Ut N O V U1 W r tO V Ut W r tO pD 04.- W r O %D OD 0 Ln 4-S W N N r O O tO %D 0D OD OD OD OD OD OD OD %0 %0 %0 0 �- r N 00000000000000000000000000000000000000000000000000000000000 N A OOOO ® ® A F� n00000000- to © � OOOOOOOC30C� f3C) E ElK� ( f3 F'+ 14 t`tr'it=1 Y !`tiC +`•l r`+ FiC� i� r.� a"� t.i to K) tJ t•) to to to N to to totJ totJ N tN to � �) N EJ N tJ tV N) N tJ N N t,3 pa N N tJ h) tJ N N tJ l: W 1•J t.+ l! t.� tJ t��� tJ !.! t ' l:� t•. 122.333 0.0 0.2 1 . 182 0 ; ; ; ; C 122.667 0.0 0.2 1 . 175 O 123.000 0.0 0.2 1 . 169 0 123.333 0.0 0.2 1 . 162 0 123.667 0.0 0.2 1 . 155 O 124.000 0.0 0.2 1 . 149 0 ; ; ; ; C. 1 124.333 0.0 0.2 1 . 142 0 ; ; ; ; 0. 1 124,667 0.0 0.2 1 . 136 0 125.000 0.0 0.2 1 . 130 0 ; ; C. i 125.333 0.0 0.2 1 . 123 0 ; ; ; ; C 125.667 0.0 0.2 1 . 117 0 ; ; ; ; C. i 126.000 0.0 0.2 1 .111 0 ; ; ; ; C.. 126.333 0.0 0.2 1. 105 0 ; ; ; ; -C. 1 126.667 0.0 0.2 1 .098 0 127,000 0.0 0.2 1.092 0 ; ; ; ; fi. 1 127.333 0.0 0.2 1 .086 0 ; ; ; ; .' 127.667 0.0 0.2 1 .080 0 ; ; ; ; C. i 128.000 0.0 0.2 1 .074 0 ; ; ; C.1 128.333 0.0 0.2 1.069 0 128.667 0.0 0.2 1 ..063 0 ; ; ; ; C.1 129.000 0.0 0.2 1.057 0 ; ; ; ; 0.1 129.333 0.0 0.2 1 .051 0 ; ; ; ; C..1 129.667 0.0 0.2 1.045 0 ; ; ; ; 0.1 130.000 0.0 0.2 1 .040 0 ; ; ; ; 0.1 130.333 0.0 0.2 1 .034 0 ; ; ; ; 10.1 130.667 0.0 0.2 1 .029 O ; ; ; ; C. 131 .000 0.0 0.2 1 .023 0 ; ; ; ; 0.1 131.333 0.0 0.2 1.018 O ; ; ; ; 0.1 131.667 0.0 0.2 1.012 0 ; ; ; ; 0.1 132.000 0.0 0.2 1.007 0 0.1 132.333 0.0 •0.2 1.001 0 ; ; ; ; G.1 132.667 0.0 0.2 0.996 0 ; ; ; G.1 133.000 0.0 0.2 0.991 0 ; ; ; ; 0.1 133.333 0.0 0.2 0.986 0 ; ; ; ; 0.1 133.667 0.0 0.2 0.981 0 ; ; ; ; 0.1 134.000 0.0 0.2 0.975 0 ; ; ; ; 0.1 134.333 0.0 0.2 0.970 O ; ; ; ; 0.1 134.667 0.0 0.2 0.965 0 ; ; ; ; 0.1 135.000 0.0 0.2 0.960 0 ; ; ; ; 0.1 �. 135.333 0.0 0.2 0.955 0 ; ; ; ; 0.1 135.667 0.0 0.2 0.950 0 ; ; ; 0.1 136.000 0.0 0.2 0.945 0 ; ; ; ; 0.1 136.333 0.0 0.2 0.941 0 ; ; ; ; 0.1 136.667 0.0 0.2 0.936 0 ; ; ; 0.1 137.000 0.0 0.2 0.931 0 ; ; ; 0.1 137.333 0.0 0.2 0.926 0 ; ; ; ; 0.1 137.667 0.0 0.2 0.922 0 0.1 138.000 0.0 0.2 0.917 0 ; ; ; ; 0.1 138.333 0.0 0.2 0.912 0 ; ; ; 0.1 138.667 0.0 0.2 0.908 0 ; ; ; ; 0.1 139.000 0.0 0.2 0.903 0 ; ; ; ; 0.1 139.333 0.0 0.2 0.899 0 ; ; ; ; G.1 139.667 0.0 0.2 0.894 0 ; ; ; ; 0.1 140.000 0.0 0.2 0.890 O ; ; ; 0.1 140.333 0.0 0.2 0.885 0 ; ; ; ; 0.1 140.667 0.0 0.2 0.881 0 ; ; ; ; 0.1 141 .000 0.0 0.2 0.877 0 ; ; ; 0.1 215 333 0.0 0 .2 0.8%2 G ; ; ; ; 0. 1 141 ,667 0.0 0.2 0.868 O ; ; ; 0. 1 142.000 0.0 0.2 0.864 0 ; ; 0. 1 142.333 0.0 0.2 0.860 0 ; ; ; ; 0. 1 142.667 0.0 0.2 0.855 0 0. 1 143.000 0.0 0. 1 0.851 0 ; ; ; ; 0. 1 143.333 0.0 0. 1 0.847 0 ; 0. 1 143.667 0.0 0. 1 0.843 0 ; ; ; 0. 1 144.000 0.0 0. 1 0.839 0 ; ; 0. 1 144.333 0.0 0. 1 0.835 0 ; ; ; 0. 1 144.667 0.0 0.1 0.831 0 ; ; ; 0.1 145.000 0.0 0. 1 0.827 0 ; ; ; 0. 1 145.333 0.0 0. 1 0.823 0 ; ; ; 0. 1 145.667 0.0 0. 1 0.819 0 ; ; ; ; 0.1 146.000 0.0 0.1 0.815 0 ; ; ; 0.1 146.333 0.0 0.1 0.812 0 ; ; ; 0.1 146.667 0.0 0.1 0.808 0 ; ; ; ; 0.1 147.000 0.0 0. 1 0.804 0 ; ; ; 0.1 147.333 0.0 0.1 0.800 0 ; ; ; ; 0.1 147.667 0.0 0.1 0.797 0 ; ; ; 0.1 148.000 0.0 0. 1 0.793 0 ; ; ; ; 0.1 148.333 0.0 0.1 0.789 0 ; ; ; 0.1 148.667 0.0 0.1 0.786 0 ; ; ; ; 0.1 149.000 0.0 0.1 0.782 0 ; ; ; 0.1 149.333 0.0 0.1 0.779 0 ; ; 0.1 149,667 0.0 0. 1 0.775 0 ; ; ; ; 0.1 150.000 0.0 0.1 0.772 0 0.1 150.333 0.0 0.1 0.768 0 ; ; ; 0.1 150.667 0.0 0.1 0.765 0 ; ; ; 0.1 151.000 0.0 0.1 0.761 0 ; ; ; 0.1 151.333 0.0 0.1 0.758 0 ; ; ; ; 0.1 151.667 0.0 0.1 0.754 0 ; ; 0.1 152.000 0.0 0. 1 0.751 0 ; ; ; 0.1 152.333 0.0 0. 1 0.748 0 ; ; 0.1 152.667 0.0 0.1 0.745 0 ; ; ; 0.1 153.000 0.0 0.1 0.741 0 ; ; ; 0.1 153.333 0.0 0. 1 0.738 0 ; ; ; ; 0.1 153.667 0.0 0.1 0.735 0 ; 0.1 154.000 0.0 0.1 0.732 0 ; ; ; 0.1 154.333 0.0 0. 1 0.729 0 ; ; ; ; 0.1 154.667 0.0 0.1 0.725 0 0.1 155.000 0.0 0. 1 0.722 0 ; ; ; ; 0.1 155.333 0.0 0. 1 0.719 0 ; ; ; 0.1 155.667 0.0 0.1 0.716 0 ; ; ; 0.1 156.000 0.0 0.1 0.713 0 ; ; ; ; 0.1 156.333 0.0 0. 1 0.710 0 ; ; 0.1 156.667 0.0 0.1 0.707 0 ; ; ; ; 0.1 157.000 0.0 0. 1 0.704 0 0.1 157.333 0.0 0.1 0.701 0 ; ; ; ; 0.1 157.667 0.0 0.1 0.698 0 ; ; ; ; 0.1 158.000 0.0 0.1 0.695 0 ; ; ; 0.1 158.333 0.0 0. 1 0.693 0 ; ; ; 0.1 158.667 0.0 0.1 0.690 0 ; ; ; ; 0.1 159.000 0.0 0. 1 0.687 0 ; ; ; 0.1 159.333 0.0 0.1 0.684 0 ; ; ; 0.1 159.667 0.0 0. 1 0.681 0 ; ; 0.1 160.000 0.0 0.1 0.679 0 ; ; ; 0.1 Remaining water in basin = 0.68 (Ac.Ft) 216 x*****s******** *************HYDROGRAPH DATAs:ss**s*x**s** **** * * ** ** *• Number of intervals = 480 Time interval = 20.0 (Min. ) Maximum/Peak flow rate = 198.6 (CFS) Total volume = 487.80 (Ac.Ft) Status of hydrographs being held in storage Stream 1 Stream 2 Stream 3 Stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.00: Vol (Ac.Ft) 0.000 0.000 0.000 0.000 O.0 sss*sssssxsssssssssssssssssssssssssssxsssssssssssssssssssssssssssss*. .* -------------------------------------------------------------------- r 217 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 100.000 to Point/Station 10.000 **** PRINT CURRENT HYDROGRAPH **** --------- ------------------------------------------------------------ ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ P R I N T O F S T 0 R M R u n o f f H y d r o g r a p h -------------------------------------------------------------------- Hydrograph in 20 Minute intervals (CFS) -------------------------------------------------------------------- Time(h+m) Volume(Ac.Ft) 0(CFS) 0 49.6 99.3 148.9 198.6 ------------------ ---------- ---------- 0+20 0.0000 0.00 0 ; 0+40 0.0010 0.04 Q ; 1+ 0 0.0127 0.42 Q ' 1+20 0.1058 3.38 0 ; 1+40 0.4633 12.98 V 0 2+ 0 1.3294 31 .44 V 0 2+20 2.8749 56. 10 V ;Q 2+40 5.1375 82. 13 V ; Q 3+ 0 7.9331 101 .48 V ; Q 3+20 11.0477 113.06 V ; ; Q 3+40 14.6489 130.72 V ; ; 0 4+ 0 18.9214 155.09 ;V ; ; ;Q ; 4+20 23.7984 177.03 ;V ; ; ; Q 4+40 29.0494 190.61 ; V ; ; Q 5+ 0 34.4345 195.48 ; V ; ; ; Q; 5+20 39,8678 197.23 V ; ; Q; 5+40 45.3254 198.11 ; V ; ; ; Q; 6+ 0 50.7937 198.50 ; V ; ; ; O; 6+20 56.2639 198.57 ; V ; ; 0 6+40 61.7233 198. 18 ; V ; ; Q; 7+ 0 67.1610 197.39 V ; Q; 7+20 72.5747 196.52 ; V 0; 7+40 77.9643 195.64 ; V ; O; 8+ 0 83.3300 194.77 ; V ; ; Q; 8+20 88.6718 193.91 ; V ; ; ; Q; 8+40 93.9899 193.05 ; V ; ; O 9+ 0 99.2844 192. 19 ; V ; ; Q 9+20 104.5553 191 .34 ; V ; ; ; Q 9+40 109.8004 190.40 ; V; ; ; Q 10+ 0 115.0165 189.34 ; V; ; ; 0 ; 10+20 120.2038 188.30 ; V; ; Q 10+40 125.3623 187.26 V ; ; 0 11+ 0 130.4923 186.22 ; V ; ; Q 11+20 135.5940 185. 19 V ; ; Q ; 11+40 140.6674 184. 17 ;V Q 218 12+ 0 145.7128 183. 15 ; ;V Q ; 12+20 150.7302 182. 13 V ; Q 12+40 155.7200 181 . 13 V ; Q ; 13+ 0 160.6821 180. 12 ; ; V 13+20 165.6167 179.13 ; ; V 13+40 170.5241 178. 14 ; ; V 14+ 0 175.4043 177. 15 ; ; V ; ; Q ; 14+20 180.2576 176. 17 ; V ; ; Q ; 14+40 185.0840 175.20 V ; p ; 15+ 0 189.8836 174.23 ; V ; G ; 15+20 194.6568 173.27 V ; ; Q ; 15+40 199.4035 172.31 ; V ; Q 16+ 0 204.1210 171 .24 ; V ; Q ; 16+20 208.8065 170.08 ; ; V ; ; Q ; 16+40 213.4602 168.93 ; ; V ; ; Q ; 17+ 0 218.0824 167.78 ; ; V 17+20 222.6732 166.65 ; ; V ; ; Q ; 17+40 227.2329 165.52 ; ; V 18+ 0 231 .7616 164.39 ; V; 18+20 236.2596 163.28 ; ; V; ; Q ; 18+40 240.7272 162.17 ; V; ; Q ; 19+ 0 245,1644 161 .07 ; ; V ; Q ; 19+20 249.5715 159.98 ; V Q ; 19+40 253.9487 158.89 ; ; V ; Q ; 20+ 0 258.2963 157.82 ; ; V ;Q ; 20+20 262.6143 156.75 ; ; ;V ;Q ; 20+40 266.9031 155.68 ; ; ;V ;Q ; 21+ 0 271. 1628 154.63 ; ; V ;Q ; 21+20 275.3936 153.58 ; ; ; V Q ; 21+40 279.5957 152.54 ; ; ; V Q ; 22+ 0 283.7693 151.50 ; V Q ; 22+20 287,9146 150.47 ; ; ; V Q ; 22+40 292.0317 149.45 ; ; ; V Q ; 23+ 0 296. 1210 . 148.44 ; ; V Q; ; 23+20 300.1825 147.43 ; ; V 0; ; 23+40 304.2149 146.37 ; ; V Q; ; 24+ 0 308.2120 145. 10 ; ; V Q; ; ----------------------------------------------------------------------- xxxxxxxxxxxxxxxxxxxxxxxxxxxxHYDROGRAPH DATA*xxxxxxxxxxxxxxxxxxxxxxxxsx* Number of intervals = 480 Time interval = 20.0 (Min. ) Maximum/Peak flow rate = 198.6 (CFS) Total volume = 487.80 (Ac.Ft) Status of hydrographs being held in storage Stream 1 Stream 2 Stream 3 Stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000. Vol (Ac.Ft) 0.000 0.000 0.000 0.000 0.0010 xx#xx##xxxxxxxxxxxx##x#xx#xx#xxx#xxx####xxx#xxxxxxxxxxxxxx#xxxxxx##xiX.'C -------------------------------------------------------------------- 219 US. DEPARTMENT OF COMMERCE U.S. DEPARTMENT OF THE ARMY NATIONAL OCEANIC AND ATMOSPHERIC ADUL41STRATION CORPS OF ENGINEERS i HYDROMETEOROLOGICAL REPORT NO. 49 Probable Maximum Precipitation Estimates, Colorado River and Great Basin Drainages Prepared by E. Marshall Hansen, Francis K. Schwarz, and John T. Riedel Hydrometeorological Branch Office of Hydrology National Weather Service Silver Spring, Md. September 1977 For sole by the Snporintendent of Doenments.U.S.Covemment 1'rinthu office waddngton.D.C.'2DIM Rock No.OW-017-0D405-2 22^ . i 4. Local-storm Ply' for the Southwestern Region and California. . . . . . . . . . . . . . . . . . . . . 103 4.1. Introduction. . . . . . . . . . . . . . . . . . . . . 103 4.1.1. Region of interest. . . . . . . . . . . . . . . . . . . 103 4.1.2. Definition of local storm . . . . . . . . . . . . . . . . 105 4.2. Storm record. 105 4.3. Development of 1-hr PMP . . . . . . . . . . . . . . . . . 108 4.3.1. Introduction. . . . . . . . . . . . . . . . . . . . . . 108 4.3.2. Data adjustments. . . . . . . . . . . . . . . . . . . . 109 4.3.2.1. Application of adjustments to data. . . . . . . . . . Ill 4.3.3. Analysis. . . . . . . . . . . . . . . . . . . . . . 111 4.4. Durational variation. . . . . . . . . . . . . . . . . 116 4.4.1. Duration of local-storm PMP 116 4.4.2. Data and analysis for durations from I to 6 hours . . . 116 ' 4.4.3. Data and analysis for less than 1-hr•duration : : : : : 119 4.5. Depth-area relation 120 4.6. Distribution of PMP within a basin. . . . . . . . . . . . 122 4.7. Time distribution of incremental PMP. . . . . . . . . . . 122 4.8. Seasonal distribution . . . . . . . . . . . . . . . . . . 127 i 6.3 Steps for Computing Local-Storm PMP P 9 A. Drainage Average Depth Local-Storm PMP. Steps correspond to those in table 6.3A. Use steps of section 6.3B if areal distribution within drainage is requirel Step 1. Locate drainage on figure 4.5 and read interpolated average PMP value for 1 hour 1 mi2 (2.6 km2) in inches (mm). 2. If the lowest elevation within the drainage is above 5,000 feet (1,524 m), decrease the PMP value from step 1 by 5% for each 1,000 feet (305 m) or proportionate fraction thereof above 5,000 feet (1,524 m). This gives elevation adjusted drainage average 1-hr 1-mi2 (2.6-km2) PMP. 3. Use figure 4.7 to find the 6/1-hr ratio for the drainage location. 4. Enter table 4.4 with the ratio from step 3 to obtain percentage dur- atioual variation. 5. Multiply each of the percentages of step 4 by the 1-hr PMP from step 2 to obtain PMP for 1/4 hr to 6 hours. 6. Enter the abscissa of figure 4.9 with the size of the drainage to 2 obtain the areal reduction for each duration in terms of percent of 1-mi (2.6-km2) PMP. 7. Multiply the areal reduction percentages from step 6 by the PMP values from step 5 to obtain areally reduced PMP. 8. Determine the incremental PMP values by successive subtraction of values in step 7. 9. Arrange the hourly incremental values from step 8 in one of the time sequences shown in table 4.7. Use table 4.8 for sequence of 4 highest 15-minute increments. Table 6.4A is an example of local-storm PMP computation for Sycamore Creek, Arizona. B. Areal Distribution of Local-Storm PMP Within Drainage. The following steps are recommended for computing local-storm PMP and its areal distribution. Step 1. Overlay a tracing of the drainage outline (adjusted to 1:500,000 scale on figure 4.10. Rotate the outline to obtain the maximum rain volume in the drainage. (For particular problems, other placements may be hydrologically more critical.) 22'2 I I / 400 — T; , 49 Ost S 2b � �.{ ASS lu I I Ali — ;� I 1 I S — e4 , ... . .. \ / 4• 120' 67 91112 115 � 1 1 RAINFALL CO990 2N SCALE 1 2 6 t 10 12 IN �• 6 I o 200 llo 20o IMMI DISTANCE SCALE o 1 o0 200 2001 1 0 260 200 -900 IK Figure 4.5--Local-storm PAP for 1 mi2 (2.6 kn2) 1 hr. directly applicable for locations between sea level and 5000 ft (1524 m). Elevation adjustment must be applied for locations above 5000 ft. 1 ' 223 i i 1 t10 IAO �— i tl � 164 ' u 183 ; 164 U 1 1.10 ® 1.3a 12 , 122 1 1 39° I i i � 1 us u0 � uc { oo, I V L61 UP I f-128 u� 129 �t I job 1 3Se ' .� i tO v 1� I us u4 `a 1 33° DLSTAt4a SCALE UD VOW U6 U6 (L29 too 2PO 300 IMo u0 100 200 300 400 S00 LKMI LAO • t S° ale o 109e t 7 123° life 119e We 113° 113e 1 t tC=3AVERAGE Of C STATIONS • NO DATA Figure 4. 7.-Analysis of 6/1-hr ratios of averaged maximufn station data (plotted at midpoints of a 20 latitude-longitude grid). -224 i 1 i 1 Table 4.4.--Durational variation of 1-mi2 (2.6-km2) local-storm PMP in percent of 1-hr PMP (see figure 4.3) 6/1-hr Duration (hr) ratio 1/4 1/2 3/4 1 2 3 4 5 6 1.1 86 93 97 100 107 109 110 110 110 1.2 74 89 95 100 110 115 118 119 120 1.3 74 89 95 100 114 121 125 128 130 1.4 63 83 93 100 118 126 132 137 140 1.5 63 83 93 100 121 132 140 145 150 1.6 43 70 87 100 124 138 147 154 160 1.8 43 70 87 100 130 149 161 171 180 2.0 43 70 87 100 137 161 175 188 200 • I P r ' 225 100 DURATION (MRS) 1/A 4 1/2 � 3/4 2 80 2 Y 3 O �y 4 ci S 60 6 U. O u+ A 0 u W d c 20 (M12) 2 3 10 20 50 100 200 500 10 100 1KM21 1000 AREA Figure 4.9.--Ado ted depth-area relations or ZocaZ-storm PAP. P P f I I ' 226 i 1 Table 4.7.--Time sequence for hourly incremental PMP in 6-hr storm NMI No. S 1 EK1110-2-1411 2 Increment Sequence Position- Largest hourly amount Third Fourth 2nd largest Fourth Third 3rd largest Second Fifth 4th largest Fifth Second 5th largest First Last least Last First 'U. S. Weather Bureau 1947. 2U. S. Corps of Engineers 1952. 1 f I ' 227 t 1 1 t ' Table 4.8.--Time sequence for 15-min incremental PIP within 1 hr. Increment Sequence Position Largest 15-min amount First 2nd largest Second 3rd largest Third least Last r VIII. PRECISE PLAN OF STREET ALIGNMENT A. Plan Criteria Per the Holly-Seacliff Development Agreement, the Developer shall be iresponsible for dedication and improvement of public rights-of-way in conjunction with the arterial street improvements. The required ultimate ' rights-of-way for these arterial streets are shown in the following Precise Alignment Plans. The Precise Plan of Street Alignment exhibits and legals for Edwards Street, Garfield Avenue,Ellis Avenue,Goldenwest Street and Main Street,within the Holly-Seacliff project, are presented respectively in the following two sections of this Specific Plan Technical Appendix. The precise Plan of Street Alignment for Gothard Street and Seapoint Street have been adopted by the City Council on April 15, 1991, Ordinance 3102 and ' August 6, 1991, Ordinance 3045, respectively. 1 Holly-Seacliff Specific Plan �LDEN TES Technical Appendix September, 1991 229 TAL ER AV �' SHEET 2 W SHEET INDEX ' SHEET TITLE i� ~ N 1 INDEX SHEET i 2 EDWARDS STREET - ELLIS AVENUE TO INLET DRIVE 1 3 EDWARDS STREET - GARFIELD AVENUE TO ELLIS AVENUE 4 GARFIELD AVENUE - EDWARDS STREET TO GOLDENWEST STREET 5 GARFIELD AVENUE - GOLDENWEST STREET TO HUNTINGTON STREET ELLIS —� VENUE 6 ELLIS AVENUE - EDWARDS STREET TO GOLDENWEST STREET T— _/" 7 ELLIS AVENUE ;- GOLDENWEST STREET TO GOTHARD STREET I' T IF-1 \ 8 GOLDENWEST STREET - GARFIELD AVENUE TO ELLIS AVENUE _ 9 GOLDENWEST STREET - YORKTOWN AVENUE TO GARFIELD AVENUE r-'--'--'- '- 10 MAIN STREET - HOLLY STREET TO HUNTINGTON STREET I SHEET 6 I SHEET 7 \ 11 MAIN STREET - YORKTOWN AVENUE TO HOLLY STREET CITY BOUNDARY , � w cn 1 N I I SHEET 8 I' ' SHEET 3 I I O SHEET I �Q'// _ r Ur GARFIELD I I AVENUE I / i �� SHEET 4 SHEET 10 _.J o� �--- -- , 1 i �PQ � '-� -—- - - —-—-—-- lei La I z / SHEET 11 SHEET 9 0 LLJ O I GRAPHIC SCALE IL YORKTOWN — (IN MT) -- -- -- AVENUE AUM & fl PRECISE PLAN DA a� o09NU s-s wn wm afneraaf DAMw/xw+ / ssociATEs OF STREET AUGNMENT INDEX SHEETOF � eouY-sucur,uu 11 VIII.B. EXHIBIT 13 , PAGE 230 1£Z 39Vd ` Vi 1181HX3 '8 'I IIA << 140e,tee fri Wmv:fro mu zm o., onva,rW ' do Z 133il1S SGWMG3 Leg o+re-ow oiaaw fsu) (nun) YAK nuo n roruu'On auos'ram Brut raelMM a0d womroe am SZLVIDOSS o-cu+*W 1N3MN.WW 3Sl33Vd rr�Tw V NaN 3WOS 3IHdYED i 1 133aLS SO?NIAo3 Al At AL AL .L A 9 133HS 33S , r✓a r✓a IM Im • - - — - ref _ _ / m .h ea aNnoe ua NOM No4M+u" / Q ' I m � - m m ✓ 1 / I LO 6 l / I � j 1CA �r IX,.. Eti � III \ Y, 7y � � I Y :,> r... � i I I o. y 'will ��� ° •aeO .a. � - W MA 2 � � Ti► N -3--�.�x- P1 = ."'AYE r I +�� SEE SHEET 2 SEE SHEET 3 SEE SHEET 8 Ld '"MATCH rPROPOSED R/W LLI mi Lo A 7. o-EMSTING R Ar Qr.,M R _L_L� AVENUE ui - s _ - SED uj uj - °. U) \-Fj � x7l, % R4V r u, n, n, III ill 13* T 6 SEE SHEET 9 �11 Q AVDJUE Ed" to W3 wow at Q*Idmm PRECISE ALIGNMENT FOR GARFIELD AVENUE FROM EDWARDS STREET TO GOLDEWEST N1 STREET WAS PREVIOUSLY ADOPTED BY SEPARATE ORDINANCE. cm in NOW= GRAPHIC SCAM ASSOCIATES LDEN dopwom PRECISE ALIGNMENT 0844-Z?3-5 DL FOR 1M2 Comm am as malt CA BM4 cim-CEMPA ma see-6us sow GARFIELD AVENUE 4 dm or L Tum m 190! "a FWM MWARM MW To G=DmW MW Vill. B. EXHIBIT 16, PAGE 233 SEE SHEET 8 r I r r I` { I � r r� + LO rvv I r❑ //•, r r � 7R r r r r r 02, VIC lr� r r r r J r NQ E r t t r r r r r I r' tQMWAD r �7C r i r -PRO OSED R W tz 'N r — - _- - —� r FIE AVENUE r r .r_ r ' W _ r _ AR UE r,as 2W.1a _ W = rL I �c rw� E!0'26 r` r 8D 830.49'_ r r r r�. m _ �_� 'r ....._ .. _ .. (n �. + / r r r 'r r --- M �' � W W + r• or W r + * r r Pr I ! r DOS7WG r pg$Ep r fr r } a r r r r (n VI r r r Qf}STAL StRlET r r r SP .R/w + Z� r •I r r _ - ---- --- - r r r ' W r ,O 0 r ,r r r r' ,r r r r / �O ' r/� I v � "., •'\ � icy r r` � 'r i �i,. L_J � (I ,r t r� 7. \�—�ca /1 +—J,� + SEE SHEET 9 SEE SHEET 10 Jr r Z r =1,;1; •r r r r r � � r r� r r r ❑ ~ =I Y r �+'�{, ��r 'r S.f1 _ _ r r r 7 LLJ r,�„ r+tr 1 k• +�+� v t r r � OO r R R r• r r I ' r ' m r r _r R I LD AzENU t r Kwr— r r W r -I-w - W r (n r t�" * r+ r P R + r r r r r r r r R/W /20' o .....,r.. yV�p��� CoW�nwR to nurittngton .. t 'r/ I \t.;c�•a (1 t— + t I t SEE SHEET 10 N ' GRAPM SCALE r ALDEN & PRECISE ALIGNMENT a 3n-s SSOCIATES LumWn FOR low oaow.a Us.■m CA yens c pjt (wpm) °"'�`° FM«.a�� GARFlELI) AVENUE > T ' sa. oram>.1nuo1 .s u.. mai aaoo�r►sr ansEr TO s+Rter 11 VIII.B. EXHIBIT 17 , PAGE 234 1 . SEE SHEET 2 Ld [ —�' ws �s _ MATCH LINE y MATCH - � /w _ :� �•� v=i a a t�h�OSED R/W W 71 w` z w W Z g =� o g o o jI ' SEE SHEET 3 SEE SHEET 8 ' R/W 1w R/1Y 13, 1Y 13• 13, w R' ' EUZ AVENUE EMrorM to CoWwwwt me xvj� GRAPM SCALE ' WEN de r,.,. PRECISE ALIGNMENT, ��-s • r SSOCjn Lan�1R1au FCR DFA1N:oa is=WNW lZ R RIR.�CL Rwl{ (�{•�:►A 'do "a"'°"' ELI.IS AVENUE 6or r ...s,L.umE Ra 1RNR Rns rRow LOWAg05 smEEt to ro1nENlvEst stREEr 11 VIII. B. EXHIBIT 18 , PAGE 235 + t r r 11 (ci ,'.Q r F— r ` r � ���,I r ) _ \,r^ „//• 'ir \' 1 ,�•, .r __ r 1 v O � r MATC rW �%a L W r o _ � r •,�/.� --' - _, -lam ..(�l)l I �, — + r c0 4 �1 r r z LLL NUE r IZ' its �i /,/~ r i! .,� \\•>. \,\ ` Cj 1 e, ..d�_ \ ', \�` \\� \ still / � i •� ( :i %/ / / r' s r SEE SHEET 8 R/W R/W • 1 COIdOnrrt to Cdhvd GPAPMC scats ALDEN do M, PRECISE ALIGNMENT 08*4-273-5 w e r r ASSOCIATES 1A110 sun=w DAM WIWAI FOR DLIN:OL �10 FAA 000-"M EWS AVENUE or sear •"•'-••,°"' •a 1.t.. t,� n"oaDotw[sr s►DEcr to aanwm sir I 11 VIII. B. EXHIBIT 19 , PAGE 236 �+ S SEE SHEET 6 SEE SHEET 4 i + • + i _ + i i + �'� �i i � i i i i i i i i a � i i i o i P `� '� a e i • i i i MA L1180 i i i i a O Sr7C3 i i i P i Wi i • i ov, a s Si L _ W i W � i • i i i i 1 i i i i i i . 4 i ' N i LL' i ei i i i 'Y� i �• -------__,�____= i • i � ; i�. i i� i e--;�l'L� i + 00 M*x n n SEE SHEET 7 SEE SHEET 5 ' 0 B „o W« 1 1 ,1 14' 11' 11' 13, GOUXMWW SIRW &nat to M i gz � GRAPHIC SCALE 'V jALDEN & M PRECISE AUGNMENT " 1 ., •• WW SSOCIATES BUJIN:oa. 280 COMIL MM 20.MORM CA 9024 nCZOID Pa (VFW) (HQ 4W/-ale nn 080—t4 GCI.CENWEST STREET sir 8 or YA L WHAM IQ SOON Y7W FwOM WIfE1D AVENIR.lp ElllS AVENUE VIII.B. EXHIBIT 20 9 PAGE 237 SEE SHEET 4 - — ILL � J r� �' � ,e �� •e T� �_ _° � 'C{� Yg � \ � I11� I\1 \\ t I 1 1 �/'? � / K � 2 '4 / 00 `` - GOLDENWEST t J z e . !• ! ,s sf WMrNr ` s4 m STREETLLJ — • y e e / 1 .ge• z z .01) ° i W :o I I (n _ I , \ - J i .i i t�+'I� I� I� � I II 1 r "t '� l f/ / O \ � ? '''\ �! % th�! 1K'!`tl �I�II\ttr� � /'� //�/' �/)lp / f� II�� J 11 (( h i.. `—�. `.� \ is n ) •� L SEE SHEET 5 R/W 1�, R/M! e' 7 13' Ir 13' 14' 13' 12• 13' 7' 8' It OOLDENWEST STREET . Yorkbmn to CarfrNd GRAPHIC SCALE AI.SOC & xmm PRECISE AUGHMENT 0644-273-6 ASSOCIATES 1.1m wanaa DALE:as�4/n FOR DQA1N:oa �- LIM arm.SM nw M"M CL UM4 (IN 1M) (714)000-0110 FAM NO-WO GOU)ENWEST STREET Sim or "TOL�YJp WCi IMN Nit FROM YORICT0INN AVENUE TOCARiIELD AYENIIE V III. B. EXHIBIT 21 , PAGE 238 -SEE SHEET 5 ��\\\M� \\� / �^ /// y �`� -^ _r y ». « t y y / ,%y ,t iii v� y c>.;, �' M .. ,� \ Rk PFWPO-SEID 7y TREET �N ....... ---- ui ui w ros, mm SEE SHEET 5 .=XftEE.I GRAPM SCAM A cm FAMSM I"ALDEN & MAMIMMIS PRECISE AUGMENT -P T WWSSOCIATES. ——cmw F** tout x.cm sunt 210.amm CA K716(n4)400-0110 =$so-"&o MAIN STREET 10 OF om VAYS L WAM ,a16M I FRW AXLY STRWT'M MATOMM STMEr 11 V111. B. EXHIFI'T 22 , PAGE 239 1 S� ? MAI t t t t t . tasi•3e' t EET w t t t t t 7 \ R. 1000.00 � = t N 19'15• t ' t � N�i7.9� l.. 330.9Y - _ -2.38• �1 t �� .e t '�} t t 11'� Z t t.�•.. a .�Q6 I .t t t �---- oc Y �1 '^r'-'1k' t �^''�� •,1 t t" 0 t t• fie=' ,� �' t M �`t:.� e LtJ • -� d 2 1 W W ` N M�t R/W 120' R 12' 13' 11• 11' 12' 11' 11• 's. 71 1 MN STREET Holy to Yorkt" GRAPHIC SCALE AMEN & am P[ill� PRECISE ALIGNMENT 0'e -273-3 " ASSOCIATES LAM is`y DkIE°off' FOR DlAIIP:oa lilt OWAIL SURE"a.IrrOq v WY24 ' (IF mw) cno wo-suo nt 000-"is MAIN STREETSKM 11 OF RAW L lrolsEr in 2061E D=, FR= YOw mm a1ENUE To Na"sTREET 11 VIII. B. EXHIBIT 23 , PAGE 240 C. PRECISE PLAN STREET LEGALS (See following pages) Holly-Seacliff Specific Plan ASSOCIATES Technical Appendix ' September, 1991 241 ' LEGAL DESCRIPTION FOR EDWARDS STREET FROM GARFIELD AVENUE TO INL r DRIVE TO ESTABLISH THE PRECISE CENTERLINE ALIGNMENT OF EDWARDS STREET BETWEEN GARFIELD AVENUE AND INLET DRIVE, PARTLY IN THE CITY OF HUNTINGTON BEACH AND PARTLY IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF ORANGE, STATE OF CALIFORNIA, THROUGH SECTION 34, TOWNSHIP 5 ' SOUTH,RANGE 11 WEST,SAN BERNARDINO BASE AND MERIDIAN,AS SHOWN ON THE MAP RECORDED IN BOOK 51, PAGE 13 OF MISCELLANEOUS MAPS, RECORDS OF ORANGE COUNTY, CALIFORNIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: ' BEGINNING AT THE CENTERLINE POINT OF INTERSECTION FOR GARFIELD AVENUE AND EDWARDS STREET, AS SHOWN ON THE MAP RECORDED IN BOOK 92, PAGES 19 THROUGH 28 INCLUSIVE OF RECORDS OF SURVEYS, RECORDS OF SAID ORANGE COUNTY, SAID POINT BEING THE SOUTH QUARTER CORNER OF SAID SECTION 34; THENCE NORTH 00016'06" EAST 2639.59 FEET ALONG THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 34 TO THE CENTERLINE POINT OF INTERSECTION FOR ELLIS AVENUE AND EDWARDS STREET, SAID POINT BEING THE CENTER OF SAID SECTION 34 AS SHOWN ON SAID MAP RECORDED IN BOOK 92, ' PAGES 19 THROUGH 28 INCLUSIVE OF RECORDS OF SURVEYS, RECORDS OF SAID ORANGE COUNTY; THENCE NORTH 00°15'54" EAST 1995.01 FEET ALONG THE EAST ' LINE OF THE NORTHWEST QUARTER OF SAID SECTION 34 TO THE CENTERLINE POINT OF INTERSECTION FOR INLET DRIVE AND EDWARDS STREET AS SHOWN ON ' SAID MAP RECORDED IN BOOK 92, PAGES 19 THROUGH 28 INCLUSIVE OF RECORDS OF SURVEYS, RECORDS OF SAID ORANGE COUNTY. ' LEGAL DESCRIPTION FOR VWDECNI & EDWARDS STREET FROM SOATES GARFIELD AVENUE TO INLET DRIVE CIVIL ENGINEERS—PLANNERS—LAND SURVEYORS 0844-273-5 3/27/91 19012 COWAN,SUITE 210 a IRVINE,CA 92714 WO.No. Date 714/660-0110 FAX:660.0419 En r. PER Chk. Sheet 1 Of 1 LEGAL DESCRIPTION FOR GARFIELD AVENUE FROM EDWARDS STREET TO HUNTINGTON STREET TO ESTABLISH THE PRECISE CENTERLINE ALIGNMENT OF GARFIELD AVENUE ' BETWEEN EDWARDS STREET AND HUNTINGTON STREET, IN THE CITY OF HUNTINGTON BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, THROUGH SECTIONS 34 AND 35, TOWNSHIP 5 SOUTH, RANGE 11 WEST, AND SECTION 2 AND 3, TOWNSHIP 6 SOUTH, RANGE 11 WEST, SAN BERNARDINO BASE AND MERIDIAN, ALL AS SHOWN ON THE MAPS RECORDED IN BOOK 51, PAGES 13 AND 14 OF MISCELLANEOUS MAPS, RECORDS OF ORANGE COUNTY, CALIFORNIA, MORE rPARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE CENTERLINE POINT OF INTERSECTION FOR GARFIELD AVENUE AND EDWARDS STREET, AS SHOWN ON THE MAP RECORDED IN BOOK 92, PAGES 19 THROUGH 28 INCLUSIVE OF RECORDS OF SURVEYS, RECORDS OF SAID ORANGE COUNTY, SAID POINT BEING THE SOUTH QUARTER CORNER OF SAID SECTION 34; THENCE SOUTH 89042'05" EAST 2639.70 FEET ALONG THE SOUTH LINE OF THE ' SOUTHEAST QUARTER OF SAID SECTION 34,TO THE SOUTHEAST CORNER THEREOF, SAID CORNER BEING THE CENTERLINE POINT OF INTERSECTION OF SAID GARFIELD AVENUE AND GOLDENWEST STREET; THENCE SOUTH 89°43'21" EAST 2640.79 FEET ALONG THE SOUTH LINE OF SOUTHWEST QUARTER OF SAID SECTION 35 TO THE SOUTH QUARTER CORNER THEREOF, SAID CORNER BEING THE CENTERLINE POINT OF INTERSECTION OF SAID GARFIELD AVENUE AND THE SOUTHERN PACIFIC RAILROAD RIGHT-OF-WAY AS SHOWN ON PARCEL MAP NO. 81-575, FILED IN BOOK 172, PAGES 3 AND 4 OF PARCEL MAPS, RECORDS OF SAID ORANGE COUNTY; THENCE SOUTH 89042'04" EAST 659.89 FEET ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 35 TO THE CENTERLINE POINT OF INTERSECTION OF HUNTINGTON STREET AS SHOWN ON SAID AFOREMENTIONED PARCEL MAP NO. 81-575. VWDEN & LEGAL DESCRIPTION FORGAEDWARD YIELDAVENUEFROMSOCIATES S STREET TO HUNTINGTON STREET CIVIL ENGINEERS—PLANNERS—LAND SURVEYORS 18012 COWAN,SUITE 210 • IRVINE,CA 92714 WO.NO. 5 Cate 1/91 ' 714/660.0110 FAX:660-0418 En r, PER Chic. Shoot 1 Of 1 ' LEGAL DESCRIPTION FOR ELLIS AVENUE FROM EDWARDS STREET TO GOTHARD STREET 1 TO ESTABLISH THE PRECISE CENTERLINE ALIGNMENT OF ELLIS AVENUE BETWEEN EDWARDS STREET AND GOTHARD STREET, IN THE CITY OF HUNTINGTON BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, THROUGH SECTIONS 34 AND 353, ' TOWNSHIP 5 SOUTH, RANGE 11 WEST, SAN BERNARDINO BASE AND MERIDIAN, AS SHOWN ON THE MAP RECORDED IN BOOK 51, PAGE 13 OF MISCELLANEOUS MAPS, ' RECORDS OF ORANGE COUNTY, CALIFORNIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE CENTERLINE POINT OF INTERSECTION FOR ELLIS AVENUE AND EDWARDS STREET, AS SHOWN ON THE MAP RECORDED IN BOOK 92, PAGES 19 THROUGH 28, INCLUSIVE OF RECORDS OF SURVEYS, RECORDS OF SAID ORANGE COUNTY, SAID POINT BEING THE CENTER OF SAID SECTION 34; THENCE SOUTH 89°42'06"EAST 2639.86 FEET ALONG THE NORTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 34, TO THE EAST QUARTER CORNER THEREOF, SAID CORNER BEING THE CENTERLINE POINT OF INTERSECTION OF SAID ELLIS AVENUE AND GOLDENWEST STREET; THENCE SOUTH 89°43'37" EAST 1982.30 FEET ALONG THE NORTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 35, TO THE ' SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 35, SAID CORNER BEING THE CENTERLINE POINT OF INTERSECTION OF SAID ELLIS AVENUE AND GOTHARD STREET, AS SHOWN ON PARCEL MAP NO. 86-182, FILED IN BOOK 219, PAGES 30 AND 31 OF PARCEL MAPS, RECORDS OF SAID ORANGE COUNTY. VWDEN & LEGAL DESCRIPTION FORELLIS AVENUE FROM SOCIATES EDwARDs srREET To GOTHARD srREET CIVIL ENGINEERS—PLANNERS—LAND SURVEYORS 0844•-273-5 4/2/91 18012 COWAN,SUITE 210 • IRVINE,CA 92714 WO.No. Dot* 7141660-0110 FAX:660.0418 En r. PER Chic. Shoot 1 Of 1 91LI ' LEGAL DESCRIPTION FOR WLD04WM STREET FROM YORKTOWN AVENUE TO ELLIS AVENUE TO ESTABLISH THE PRECISE CENTERLINE ALIGNMENT OF GOLDENWEST STREET BETWEEN YORKTOWN AVENUE (SHOWN AS MANSION AVENUE ON A MAP FILED IN BOOK 40, PAGE 40 OF PARCEL MAPS, RECORDS OF ORANGE COUNTY, CALIFORNIA) AND ELLIS AVENUE, IN THE CITY OF HUNTINGTON BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, THROUGH SECTIONS 2 AND 3, TOWNSHIP 6 SOUTH, RANGE 11 WEST, AND SECTION 34 AND 35, TOWNSHIP 5 SOUTH, RANGE 11 WEST, SAN BERNARDINO BASE AND MERIDIAN, ALL AS SHOWN ON THE MAPS RECORDED IN BOOK 51, PAGES 13 AND 14 OF MISCELLANEOUS MAPS, RECORDS OF ORANGE COUNTY, CALIFORNIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE CENTERLINE POINT OF INTERSECTION FOR SAID GOLDENWEST ' STREET AND YORKTOWN AVENUE, SAID POINT BEING THE WESTERLY TERMINUS OF THAT CERTAIN COURSE DESCRIBED AS "NORTH 89040'01" WEST 1350.17 FEET" FOR A PORTION OF SAID YORKTOWN AVENUE(FORMERLY MANSION AVENUE)AS SHOWN ON SAID MAP FILED IN BOOK 40, PAGE 40 OF PARCEL MAPS; THENCE NORTH ' 41037'25"EAST 11.92 FEET ALONG THE CENTERLINE OF SAID GOLDENWEST STREET TO AN ANGLE POINT THEREIN, SAID POINT BEING ON THE EAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 3; THENCE NORTH 00°16'53" EAST 2640.64 FEET ALONG SAID EAST LINE TO THE NORTHEAST CORNER OF SAID SECTION 3, MSAID CORNER BEING THE CENTERLINE POINT OF INTERSECTION FOR GARFIELD AVENUE AND SAID GOLDENWEST STREET; THENCE NORTH 00°16'18" EAST 2639.61 FEET ALONG THE EAST LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 34 TO THE EAST QUARTER CORNER THEREOF, SAID CORNER BEING THE CENTERLINE ' POINT OF INTERSECTION FOR SAID GOLDENWEST STREET AND ELLIS AVENUE. VWDEN & LEGAL DESCRIPTIONGOLDENWEST STREET FROM SOCIATES YORKTOWN AVENUE TO ELLIS AVENUE CIVIL ENGINEERS—PLANNERS—LAND SURVEYORS 0844-273-5 3/28/91 ' 19012 COWAN,SUITE 210 • IRVINE,CA 92714 W0.No. Date 714/660.0110 FAX:660.0418 En or. PER Chk. Shoot 1 Of 1)i.r LEGAL DESCRIPTION FOR MAIN STREET FROM YORKTOWN AVENUE TO GARFIELD AVENUE TO ESTABLISH THE PRECISE CENTERLINE ALIGNMENT OF MAIN STREET BETWEEN YORKTOWN AVENUE (SHOWN AS MANSION AVENUE ON A MAP RECORDED IN BOOK 95, PAGE 20 OF RECORDS OF SURVEYS, RECORDS OF ORANGE COUNTY, CALIFORNIA) AND GARFIELD AVENUE, IN THE CITY OF HUNTINGTON BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, THROUGH SECTION 2, TOWNSHIP 6 ' SOUTH, RANGE 11 WEST, SAN BERNARDINO BASE AND MERIDIAN, ALL AS SHOWN ON THE MAP RECORDED IN BOOK 51, PAGE 14 OF MISCELLANEOUS MAPS,RECORDS ' OF ORANGE COUNTY, CALIFORNIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE CENTERLINE POINT OF INTERSECTION FOR SAID MAIN STREET iAND YORKTOWN AVENUE (FORMERLY MANSION AVENUE) AS SHOWN ON SAID MAP RECORDED IN BOOK 95, PAGE 20 OF RECORDS OF SURVEYS; THENCE NORTH ' 000 18'10" EAST 378.96 FEET ALONG THE CENTERLINE OF SAID MAIN STREET AS SHOWN ON SAID LAST MENTIONED MAP, TO THE BEGINNING OF A TANGENT CURVE ' CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 1000.00 FEET; THENCE NORTHERLY AND NORTHEASTERLY 330.92 FEET ALONG SAID CURVE THROUGH A ' CENTRAL ANGLE OF 18057'38" TO A POINT ON THE CENTERLINE OF SAID MAIN STREET AS SHOWN ON SAID AFOREMENTIONED MAP RECORDED IN BOOK 95, PAGE 20 OF RECORDS OF SURVEYS; THENCE NORTH 19°15'48" EAST 952.36 FEET ALONG THE CENTERLINE OF SAID MAIN STREET AS SHOWN ON SAID LAST MENTIONED MAP ' AND ON THE MAP OF TRACT NO. 10511 RECORDED IN BOOK 455, PAGES 13 THROUGH 17 INCLUSIVE OF MISCELLANEOUS MAPS,RECORDS OF ORANGE COUNTY, TO THE BEGINNING OF A TANGENT CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 1358.64 FEET; THENCE NORTHEASTERLY 617.16 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 26001'36"TO A POINT ON THE CENTERLINE DEN & LEGALLEGALDESCRIPTION FOR MAIN STREET FROM SSOCIATES YORKTOWN AVENUE TO GARFIELD AVENUE CIVIL ENGINEERS—PLANNERS—LAND SURVEYORS 0844-273-5 4/3/91 ' 18012 COWAN,SUITE 210 • IRVINE,CA 92714 WO.No. Date 714/660-0110 FAX:6604418 Engr. PER Chk. Sheet 1 Of 2 246 1 70F SAID MAIN STREET AS SHOWN ON THE MAP OF SAID TRACT NO. 10511; THENCE NORTH 45017'24" EAST 745.36 FEET TO THE CENTERLINE POINT OF INTERSECTION rOF SAID MAIN STREET AND GARFIELD AVENUE AS SHOWN ON THE MAP OF SAID TRACT NO. 10511, SAID POINT BEARS NORTH 89°43'21"WEST 82.85 FEET ALONG THE ' NORTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 2 AS MEASURED FROM THE NORTH QUARTER CORNER THEREOF. r IW � r r r r r r r r r r r r ALDEN & LEGAL DESCRIPTION FOR SSOCIATES MAN STET FROM YORKTOWN AVENUE TO GARFIELD AVENUE CIVIL ENGINEERS—PLANNERS—LAND SURVEYORS ^27S-5 `�3/91 18012 COWAN,SUITE 210• IRVINE,CA 92714 wo.No. Date r 714/660-0110 FAX:660-0413 En r. PER Chic. Shoat 2 of A7 ' LEGAL DESCREMON FOR MAIN STREET FROM GARFIELD AVENUE TO HUNTINGTON STREET TO ESTABLISH THE PRECISE CENTERLINE ALIGNMENT OF MAIN STREET BETWEEN GARFIELD AVENUE AND HUNTINGTON STREET, IN THE CITY OF HUNTINGTON BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, THROUGH SECTION 35, ' TOWNSHIP 5 SOUTH, RANGE 11 WEST, SAN BERNARDINO BASE AND MERIDIAN, ALL AS SHOWN ON THE MAP RECORDED IN BOOK 51, PAGE 13 OF MISCELLANEOUS ' MAPS, RECORDS OF ORANGE COUNTY, CALIFORNIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE CENTERLINE POINT OF INTERSECTION FOR SAID MAIN STREET ' AND GARFIELD AVENUE, SAID POINT BEARS NORTH 89-43121" WEST 84.85 FEET ALONG THE NORTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 2 AS ' MEASURED FROM THE NORTH QUARTER CORNER THEREOF; THENCE NORTH 450 17'11" EAST 1053.38 FEET ALONG THE CENTERLINE OF MAIN STREET TO THE CENTERLINE POINT OF INTERSECTION OF SAID MAIN STREET AND HUNTINGTON STREET AS SHOWN ON PARCEL MAP NO. 81-575 FILED IN BOOK 172, PAGES 3 AND ' 4 OF PARCEL MAPS, RECORDS OF ORANGE COUNTY. VWDEN & LEGALDESCRIPTION FOR MAW STET FROM SOCIATES GARFIIMD AVENUE TO HUNTINGTON STREET CIVIL ENGINEERS—PLANNERS—LAND SURVEYORS 18012 COWAN,SUITE 210 • IRVINE,CA 92714 WO.No. 0844-273-5 4/4/91 Date 714/660-0110 FAX:6/0-0418 En r, PER Chic. Shoat 1 Of 1 9AR COMMUNITY SYSTEMS ASSOCIATES, INC.. 10821 11/91 APPEAL OF PLANNING COMMISSION DECISIONS: Acceptance as Adequate the Addendum to Final EIR No. 99-1 by adoption of P.C. Resolution No. 1450 Approval of -SPA No. 91-2 by adoption of P.C. Resolution 1451 Approval of Zone Change No. 90-10 and Code Amendment No. 90-10 551-1 200.00 COMMUNITY SYSTEMS ASSOCIATES, INC. COMMA BANK 10821 1T17 SOUTH STATE '�.OLtEGE BLVD..SWTE 100 17W SOUTH STATE rOU EGE BIVD- A1YAlM CA INNS ANAHEIM.CA WM f8.?47l1222 DATE AMOUNT *****200*DE3 -LARS*AND*00*CENTS ** . 11/07/91 *200.00* PAY _ TO THE CITY OF HUNT I NGTON BEACH OWER CITY CLERIC OF ►1'0 L0$ 2 L11' I: L -2 2 20 3 4 7 L�: Q 7` :26 2��' I E I 1 � 0 U zU NN �-_. 0 •c U p4 04 HH� • oz A z H • z ` x COMMUNITY SYSTEMS ASSOCIATES, INC.. 10821 11/91 APPEAL OF PLANNING COMMISSION DECISIONS: Acceptance as Adequate the Addendum to Final EIR No. 89-1 by adoption of P.C. Resolution No. 1450 Approval of SPA No. 91-2 by adoption of P.C. Resolution 1451 Approval of Zone Change No. 90-10 and Code Amendment No. 90-10 551-1 200.00 y { [ING CITY OF HUNTINGTON BEACH INTER-DEPARTMENT COMMUNICATION HUNT BEACH To Gail Hutton, City Attorney From Connie Brockway, City Clerk Subject Letter from CSA Inc. Re: Date 11/26/91 public hearing notice for Holly-Seacliff Hearing on 12/2/91 I received the FAX letter from CSA which must have been faxed to your office accidentally from CSA end you faxed to me. I transmitted a copy to Ray SiMr, Assistant City Administrator as this item is on the agenda I am sending out to Council tonite. When you give Mr. Silver your opinion as to CSA's. request that we correct the matter will you please provide this office with a copy prior to the meeting. Thank you. CC: Ray Silver Mike Adams 6 -Ilk -=--=- -_=-- == ATTORNEY OFFICE T CITY CLERK r. 1 ;U 1.,4- 1P11 N - Nn'vember 25, 1991 VIA FAX AND CHATYVU0 }#AIL Ms. Connie Brocxway City Cloy'k 1 CITY OF HONTXNGTQN BRACH 2000 Main Strast - Huntington Boacn, (�alifoenia 9264.E RF: Notice of Public Hearing jinn MrpRal to the Pi4nnin,4 t'ra::u-.i.eee34n 1 e hppraval m m of the Addendum to Final ZIA No. 99-1 � Ga-nRral Flettt AxendIment ?do. 91-2 Zone Change pia. 90-IU Code Amendman- No. SI-2 t pear me. Brock-aav i On November 25, 1991, we rMuim-1 vrad t copy of tht Notice of P uz'ily He&rirtq of the City Counoil to be held on 0e04mber 7, 1991 ttL. :C-C Pam, reiative to trio above sub)eauLzitatter. we note that the notice miArapresents the appellant in this mattdr, nn moveember 8, 1991, Community syetwaz AasooiatQg, Inc. subs-t ' on bohalf of the Huntington Pesach Cllx Sch:ul District, t:^a appe-tl ,jr' t:-i� dt.-As i on which woo acted 4on by the Planr.i ng Co=nis2ion on QQtQbar i--. .H; TtA was not the appcll n` i In this matter, but rather acted sc the ruprazent«tzve of ta&- appellant,, the Huntington RAach City Sc1 -.l Dj stri.ct, Yt appears that the Public. 3qrar-;-j Ilutice is in error and misrepresents this fact. On bohair of the Huntington BmAc:i City 6oh.00l pi,stric., wo hernhy advilae you of thin or-Q- in the JotiaQ, and request that ail appropr: its attic ns p6 talt+en by the City t0 oarraot ti:is: ma►ttw*r- I i p�,ti�arpr�vaca proi.et manlepem�nt, SiY�lr��llky,aliu �inulsmerlt�t;o� i lilt bUUIM$fAU C4QLL`%je f1QULFVAHb•?UiT[18D-ANAHNIM,CAUFOR411A 92NO■TILIPHON■t714)PUNY Arz e.Fri 5 H r l ATTORNEY S OFFICE -= CITY CLERK 1=-L1L GSH 111C P.3 awwa* wtocaa Ms. Connie Brock-day November 26, 1ppi Page 2 It you havo any quwHtions or wish additional information, pi oase don"t, heai,tate to Gall. Aittae�*eiy, � CO UNITY BYS X8 ABSOOTATES, INC. i4t� pp idA J rbk:mm3 a:wp/62 ces Mayor peter Crean City of Muntin9tun Death Mn. Call Hutton, City Attorney City of Huntington gr**c.h Dr. Ausnc DishnQ; suparintandant wuntlayton beaeh city School Distriot ATIvkNEY 5 _FF ICE =-t1 ATTORNEY S OFFICE CITY CLERK r ., ! 4 Nov 25 '91 15:01 cs 4 INC P, 1 , 00MMQN1TY SYCYPA6 A$80CIATIS.Wc. DATE; ; 7 / PROJECT 110, 0 _T x r NUMBER OF PAGES t (Inalud:ing CuvaY Shoe 1 LOCATION, FAX mmBERt - —� rI■ r ! FROM: r ldarenxl], S. K-rupp OrAnATOR: FAX N -41111R. (71A) 1178- 111F, j - it all pages Kr,,fk nct tectived succonofully, or 1f Copies Are :lam legible, rlaa2o contact tt:a operator tmt•. (714) 978-8807, 4 T.h4 k yac+. I I •punuc�prlrdca yroftcl rnanaCamani, !eaalti�Ity,pnQ :mplcrl8nta;fPr" 1717 9CUTH ETAIL COLLF.G1 100LGVARD•'SLA11'.)a■ANA MM•CAttPUN''.,A uzdUO•T161rMQW714)I78•8/Ei RT C!R! EY 5 OFFICE F :. "r ATTORNEY S OFFICE - CITY CLERK '^^ MV ie5 ''V1 L'pMMuNITr SY5TEM3 ASSOGtk?c9,lnG, ,_ �� November 25, 1991 VIA PAZ MW CBRTXVXZD N11L X8. Connie Brooxwaly city Cleric OYTY OF HUNTINGTON BRACH 2000 resin Street nuntington 8oaoh, california 02648 IMI Notice of public Keaxing Appeal to the planning Cv--vaission'a Approval of the addendum to Final ZIA No. 89-1 Gonaral Plan Amendment No. 91-2 Sono Change No. 90-10 code AmandmenL No. 91-2 Pear Me. Brockway! On November 28, 1991, we r*ufti,vad s copy of the Notice of Public Rearing of the city Council to be held on 1;9cember 2, 1991 at. 71.00 P.M. relative to the above sub�uvL matters We note that the notice miArsprasents the appallant in this matter. nn November 8, 1991, Community 5yst4me Assooiatea, Inc. mubmitt6d on behalf of the Huntington Banch CiLy School District, their appeal yr the decision which wao acted upon by the Flann{ng Commission on Gozober 29, 1991. C.SA, T11C. wns not the appellant in this matter, but rather noted ss tA* representative of the appellant, the Huntington Ranch City School District. It Appears that the public wearing Notice is in orror and misrepresents this tact. On bohalt of the Huntington BNach City 6chool District, wo hereby advise you of this error in tho Notice, and request that all appropriate actions be taxen by the City to eorroot this matter. • "pYbliefptivit�pro}gat mtne�p�n+�nt,fraNbilUk,mf�imp#emvrtt�EiQn" 1 ft7 wUil!iTA7t GGL�EIIL eOW,EYARD•3UtTC 100-ANAMDM,AAUFOANlA UM+TILEPRONE 1714►ffs r 11••25-tidl Q3: OyPM i^0:; FF_OM ATTORNEY S OFFICE 11-26-91 05: 30AM F02 4 ATTORNEYS OFFICE CITY CLERK • NOV 25 191 15 02 CSH INC P.3 Ms. Connie Brockway November 25, 1991 Page 2 if you have any ejuAAtions or wish additional information, plsaso don't hesitate to call. sincerely, ' xiv eye A6900TAT821 214C. i sidA Dp zbk:=g a:wp/b2 cot Mayor Peter Croon City or Huntington Beam vs. Cali Hutton, City Attorney City of Huntington 90*0h Dr. Duane Dishno, Superintendent muntlnvtan beach City school District l i-�B-4+1 03: u9YM F'u FROM ATTORNEY S OFFICE 05: 30AM P03 H �!4' CITY OF HUNTINGTON BEACH INTER-DEPARTMENT COMMUNICATION ?F. f HUNTINGTON BEACH __` •�:Y ., + :$ C To CONNIE BROCKWAY From GAIL HUTTON City Clerk City Attorney Subject Public Hearing re: Date November 27, 1991 Holly-Seacliff, RLS 91-770 City Council Meeting 12/2/91, AGENDA ITEM D-5 QUESTION PRESENTED AND FACTUAL BACKGROUND You have inquired about the legal sufficiency of the public notice, issued for the City Council hearing on December 2, 1991, concerning various actions related to the Holly-Seacliff project area. Specifically, you have asked for an opinion of the assertion made by Community Systems Associates that the public hearing must be rescheduled because the notice named Community Systems as the appellant, rather than naming Community System' s client, the Huntington Beach School District, as the appellant. Community Systems is the agent of the Huntington Beach City School District and filed the appeal of the Planning Commission' s decision in this matter. ANALYSIS Initially, it should be noted that most of the Planning Commission' s decisions concerning the Holly-Seacliff project which are going to be considered by City Council were not final, appealable, decisions. Rather, most of the Planning Commission votes were recommendations on matters which only City Council may decide. The proposed Specific Plan, general plan amendment, zone change, and code amendment all cannot be enacted into law by the Planning Commission and would have automatically gone before City Council . As to the question you pose concerning the notice, the issues are properly before the Council as they were properly noticed. First, Community Systems is the agent for the School District and thus stood in the shoes of the School District in the filing of the appeal . Community Systems alleges that there was a mistake in designating them as "appellant" ; under the circumstances either the District or Community systems could accurately be called "appellant" . Second, it is often the case that more than one party files an appeal of the same matter. Each appealing party is not required to be listed on the notice nor must new notices be posted and mailed each time. Page Two Re: Holly-Seacliff Third, there is no provision in the Huntington Beach Ordinance Code or in any relevant state statute which mandates the inclusion of the full and correct name of an appellant in a public notice. Government Code Section 6062(a) discusses requirements for legal notices and does not require publication of the name of the applicant or appellant. Government Code Section 65094 addresses the content of legal notices in this context It reads, "As used in this title, 'notice of a public hearing' means a notice that includes the date, time, and place of a public hearing, the identity of the hearing body or officer, a general explanation of the matter to be considered, and a general description, in text or by diagram, of the location of the real property, if any, that is the subject of the hearing. " Obviously, identification of the party who filed the appeal is not mentioned. It should be noted, too, that Government Code Section 65093 provides that "the failure of any person or entity to receive notice" will not be grounds to invalidate any action taken, despite the fact that notice was lacking. Finally, examination of the Huntington Beach Ordinance Code articles 987, relating to public hearings, and 988, relating to appeals, sets forth notice requirements which do not include listing the name of the applicant. CONCLUSION The notice given was legally sufficient, as there is no requirement that the name of the party filing an appeal to be given as part of th notice. GAIL HUTTON City Attorney GH:SL: sl cc: Ray Silver, Assistant City Administrator 'l�ir� is, COMMUNITY SYSTEMS ASSOCIATES.INC. h— I P November 26, 1991 Mayor and Members o of the City Council CITY OF HUNTINGTON BEACH 2000 Main Street ;�� Huntington Beach, California 92648 cD rn RE: Holly-Seacliff Specific Plan Appeal of Planning Commission's Action Public Hearing December 2, 1991 Dear Mayor and Members of. the City Council: The Board of Trustees of the Huntington Beach City School District ("District") has asked me to provide you with this Additional information relative to their appeal of the Planning Commission's action of October 29, 1991 on the Holly-Seacliff Specific Plan and Environmental Impact Report Addendum. This information is supplemental to our public hearing testimony set forth in writing and introduced into the Planning Commission public hearing. The projected students to be generated by the development of the area, is as follows: 1) Holly-Seacliff Specific Plan - 1, 059 2) Holly Seacliff Specific Plan anus Developer's Portion of Ellis-Goldenwest Specific Plan 1,147 3) Total Holly-Seacliff and Ellis-Goldenwest Specific Plan 1, 189 The development fees projected in accordance with statutory requirements for each, is as follows: 1) Holly-Seacliff Specific Plan $ 7,228,496 2) Holly Seacliff Specific Plan plus Developer's Portion of Ellis-Goldenwest Specific Plan $ 7,826, 273 "public/private project management,feasibility, and implementation" 1717 SOUTH STATE COLLEGE BOULEVARD•SUITE 100•ANAHEIM,CALIFORNIA 92NO•TELEPHONE(714)9784=7 D-S November 26, 1991 Page 2 3) Total Holly-Seacliff and Ellis-Goldenwest Specific Plan $ 8, 111,366 The cost to acquire property and construct elementary school (K-5) and middle school (6-8) facilities for each, is as follows: 1) Holly-Seacliff Specific Plan $25,367,556 2) Holly Seacliff Specific Plan plus Developer's Portion of Ellis-Goldenwest Specific Plan $27,465,382 3) Total Holly-Seacliff and Ellis-Goldenwest Specific Plan $28,465,883 Table 1-1 sets forth the initial impact mitigation position of the District, and the compromise position established by the District prior to the Planning Commission's public hearing. Table - 1-2 sets -forth the €irst, second, and third financial position of the Developer. It is important to note the concessions between the District's two posfEions, as follows: 1) District's acceptance of mitigation of 600 K-5 students versus 757, a difference of 157 students; 2) District's acceptance of mitigation of 270 6-8 students versus 390, a difference of 120 students; 3) District's acceptance of relocatables for middle school grades versus permanent facilities; 4) District's acceptance of an 8. 3 (±j acre site for the elementary school versus a 10.0(±) acre site; and 5) District's acknowledgement of a District financial liability of $1,588, 174, or 12.73% of the compromise position total impact mitigation cost. • (�— I E, h s GOwM•i'fEwi.EEOCWEi MC �� \�I November 26, 1991 • Page 3 Although it appears that the Developer has compromised it's position, the concessions do not provide for full mitigation. The Developer's concessions include: 1) Developer has reduced the land cost per acre by $80, 000, which represents their required infrastructure and facilities pro rata cost required by the City's Development Agreement; 2) Developer has agreed to provide the elementary school off-sites, service site, and general site costs amounting$to �47 ,784, in lieu of development fees reducing the cost of the improvements to the District; 3) Developer has reduced its additional fees of 200 over statutory fees, to 12.82%; and 4) Developer has reduced the cost of the relocatables from $900, 000 to $450, 000, or a reduction of 50%. It should be noted that if the middle school relocatable cost is increased to $900, 000 for Position #3 versus the Developer recommendation of $450, 000, the percent of total Developer revenue ($8,829,483) to cost ($10, 867, 916) would be 81.24%, comparable to the percentage of Position #2, or 81.26%. In essence, Position #2 and #3 are comparable, with the exception that the District's contribution would increase to $2, 038,433 to account for the $450,000 relocatable reduction, or 19. 57% of the total cost of $10,417,916. As recently noted, the District has modified its impact mitigation requirement of the Developer since the conclusion of the Planning Commission public hearing. The new-position is set forth in Table 1-3. The District's justification for the reopening and conversion of a closed school as a middle school, is as follows: 1) Dwyer Middle School cannot physically accommodate nine additional relocatables in terms of site layout, and support facilities; 2) The community will not support additional relocatables at Dwyer Middle School; 3) The nine relocatables proposed will accommodate only approximately 70% of the middle school impact; and 4) The reopening of a closed school is a good use of the District' s present assets, which meets the goals of the community to preserve these assets for future use. vvel COYNMTY fTEK 11{iOC�ii K�L November 26, 1991 Page 4 It is hoped that this additional information will assist you in understanding the District's position. We look forward to meeting with you at the December 2, 1991 public hearing. Sincerely, COMM MITY SYSTEMS ASSOCIATES, INC. Marshall B. Krupp President mbk:mmg enclosures -- a:wp/63 cc: Dr. Duane Dishno, Superintendent Huntington Beach City School District • Table 1-1 • Huntington Beach City School District District Positions Initial Compromise cost Position Position Elementary (K-5) - 600 v. 757 Students Land Cost (S720,OD0/Ac) 10 Ac - S 7,200,000 8.3 Ac - S 5,976,000 Closing Cost S 50,000 S 50,OD0 Improvement Cost S 5,553,700 S 5,553,700 Sub-Totat $12,803,700 S11,579,700 Middle (6-8) - 270 v. 390 Students Relocatable Classrooms (9) S 900,000 S 900,000 Total Cost S13,703,700 S12,479,700 Revenues • Statutory Development Fees S 7,826,273 S 7,826,273 Developer Offered Additional Fees S 1,565, (20X S 1.565.253 (20X increase) increase) Sub-Total S 9,391,526 S 9,391,526 Required Additional Developer Contribution S 4,312,174 S 1,500,000 Required Additional District Contribution -0- S 1,588,174 Total Additional Required S 4,312,174 S 3,088,174 % Total Developer Revenue/Cost 100% 87.21% % Total District Revenue/Cost -0- 12.73% • Table 1-2 • Huntington Beach City School District Developer Positions Cost Position #1 Position #2 Position #3 Elementary (K-5) Land Cost 8.3 Ac-S 5,976,000 8.3 Ac-S 5,976,000 8.3 Ac-S 5,312,000 Closing Costs $ 50,000 S 50,000 S 50,000 Improvement Costs S 5,553,700 S 5,553,700 S 4,605,916 Sub-Total $11,579,700 S11,579,700 S 9,967,916 Middle (6-8) Relocatables (9) S 900,000 S 900,000 S 450,000 Total Cost $12,479,700 S12,479,700 S10,417,916 Revenues Statutory Development Fees S 7,826,273 S 7,826,273 S 7,826,273 • Developer Offered Additional Fees S 1.565,253 (20% S 2.315.253 (20% S 1,003,210(12.N% increase) increase) in7 aw Sub-Total S 9,391,526 S10,141,526 S 8,829,483 - Required Additional Developer Contribution S -0- S -0- $ -0- Required Additional District Contribution = S 3.088.174 S 2.388,174 S 1.588.433 Total Additional Required S 3,088,174 S 2,388,174 S 1,588,433 X Total Developer Revenue/Cost 75.252 $1.26% 84.75% % Total District Revenue/Cost 24.75% 18.74% 15.25% a:wp/63.ext . Table 1-3 • Huntington Beach City School District Post-Planning Commission Hearing Position Cost Elementary (K-5) - 600 v. 750 Students Land Cost ($7200, 00/Ac) 8.3 Ac - $ 5,976,000 Closing Costs $ 50,000 Improvement Costs 5,553,700 Sub-Total $11,579,700 Middle (6-8) - 390 Students Re-open/Convert Closed School (estimate) $ 3, 000, 000 - $ 5,000,000 Total Cost $14, 579,700 - $16,579,700 Revenues Statutory Development Fees $ 7,826,273 - $ 7,826,273 Required Additional Developer Contributions $ 5, 165,273 - $ 7,165,253 Required Additional District Contributions $ 1,588, 174 - $ 1,588,174 Total Additional Contributions $ 6,753 ,447 - $ 8,753,427 % Total Developer Revenue Cost 89. 11% 90.42% % Total District Revenue Cost 10.89% 9.58% • a:wp/ltr63 .ext �ECE1VEp • - -- _ rl7Y CLERK 'Tv nF �rl ::. t ATTORNEY"S OFFICE CITY CLERK - P ! 1; him TMIMt 7CCOMAMUT417T 5Y5TZM&ASSGG1ATF5,INC. - November 25, 1991 via Paz in CnixyYZD NAIL Ms. Connie srocxway city Clark CITY OF HUNTINGTON "AC51 2000 YAln $treat Iuntington soacb, californis 92648 REI1 Notice of public tsearinel • Appeal to the Planning Co=issionIe Approval of the Addendum to 7inal ZZR No. 99-1 GorRral Plan Amendment No. 91-2 Sono Change No. 90-10 Code Amendment. No. 91-2 Dear Ms. Broexway: On November 25, 1991, we rauftivad a copy of the Notice, of ?*%:blic Rearing of the City Council to be held on I300elOber 2, 1091 at. 7:00 P.M. rei-ative to the abova subjecL matter. We note that the notice mis+raprasents the 4*pallart in this matter. On Navamber 8, 1991, Co]Manity Systems Associates# Inc, submitted on behalf of the Huntington Mach City School District, their appeal or the decision which wan acted upon by the planning Commission on October 29, issi. CSA, ync. was not the appel7.arlt In this matter, but rather acted as the repracentative. of the appellant, the Xuntingzon Baaeh City scbooi District. It appears that the public.: Nearing Notice is in error anct misrepresents this fact. On boralt of the h-untington BK& h City 6ohool District, we h*rahy advise you o: this error iz tho Notice, and request that all appropriate actions be taxen by the City to oorroot this matter. • "•public/privau project MAMOCSMOM,fwalblilly,and implenwnl0on" MI WVfM STATE COU.949 60ULEMMID•BWTC 00-ANAMBIM,OAUPOPINIA MM•TMOMON[014)rMe wr 11••::E-scl O's: J5IPb1 Pv:; FEC;M ATTORNEY S OFFICE 11-26-91 05: 20AM P1P • i1-2 -91 0-5: :4N F6 ; N ATTORNEY S OFFICE CITY CLERK f i NOV ZS '91 19;0.2 CSFR INC P.3 l� MOM co,..nn iu�w. Ms. Connie Drockvay November 25', 1991 Page 2 If you have any quAAtions or wish additional information, please don't heaitats to call. 3i�ca-ely� � COiS UNITY sY8 9 A990CIATES, INC. 1 .* tyv� Nally R pp s ident lrbk:mm�} 11:wp/62 . cat Mayor Peter Croon .City or Huntington Beach )qr,. Gail mutton, City Attorney City of Huntington "ach Dr. Duane Dishno, Superintendent muntirlyton 'beach city school Dist-iot i1-�5-41 G?:u4FM Fu3 FF1--11 ATTORNEY'S OFFICE 11-2.E-91 05: j0AM F03 - .. . JI J Et t REy C. METZEL, J R. 13 s y 1 SHAID' H^KBGK CIRCLE HUNTINGTC-iN BEACH , CA 9:3648 -26 November 1991 Mayor Jim Silva City Hall 2000 Main Street Huntington Beach , CA 9 :645 Dear Mayor I am lumping the gun by a few days regarding your mayoralty , but the matter about which I write is due to come before the City Council the day after you become Mayor . Congratulations on becoming the leader :.f our city government . The Holly-Seacliff Specific Plan is on the agenda for the December meeting cf the City Council . One aspect of that specific plan has raised concern among citizens of Upper Seacliff . There Is concern teat tall buildings in Holly-Seacliff Area 17-4 may . be sited in a way so as to invade the privacy of homes in Upper Seacliff near Goldenwest Street . Homeowners do not want views from the upper darts of such buildings to look into their back yards and rear windows. Area IV-4 is proposed for Mixed Development . Section III .D.6. proposes the Developmment Standards for Mixed Development . On page III-22 of the .specific Plan subparagraph e . :;3) discusses proposed Site Develwpment Standards regarding building height limits, "Fifty-five (55) feet- m_zximL'm for commercial or residential uses in separate structures. Sixty-five (65i tact maximum fcir commercial,'residentlal mixed Uses in the same buildiria . Campanilli may exceed the maximum building helaht sub_leat to approval of Use Permit by the Planning Commission" . Subparagraph e. t4) discusses setbacns. As long as buildings in Area IV-4 are sited so as to Dreclude invasion of the rear privacy of homes in Upper Seacliff , there is nc problem. Some homeowners have heard that the siting of the tallest building -'s) in Area IV-4 may be on Reservoir Hill , right across Goldenwest Street from the eastern edge of Upper Seacliff . it is believed that on Reservoir Hill the tallest building that might be built under the rules proposed in the Specific Plan would indeed provide views into the private parts of some Upper Seacliff homes. Page 1 It is requested that ttE 'city take action tC. Nrevent the feared encroachment from occurring . Very truly yours , JVIrey . Me Member of the Huntinaton Seacliff Homeowners Association cc : City Administrator , Michael T. Uberaga Director of Community Development , Michael Adams President of Huntinaton Seacliff Homeowners Association , Nick Tomaino .-H .O.M .E. Council Page 2 f a COMMUNITY SYSTEMS ASSOCIATES,INC. �C30 PW November 26, 1991 Mayor and Members of the City Council CITY OF HUNTINGTON BEACH 2000 Main Street Huntington Beach, California 92648 ' ^' RE: Holly-Seacliff Specific Plan Appeal of Planning Commission's Action r Public Hearing December 2, 1991 7 Dear Mayor and Members of the City Council: The Board of Trustees of the Huntington Beach City School District ("District") has asked me to provide you with this additional information relative to their appeal of the Planning Commission's action of October 29, 1991 on the Holly-Seacliff Specific Plan and Environmental Impact Report Addendum. This information is supplemental to our public hearing testimony set forth in writing and introduced into the Planning Commission public hearing. The projected students to be generated by the development of the area, is as follows: 1) Holly-Seacliff Specific Plan 1,059 2) Holly Seacliff Specific Plan plus Developer's Portion of Ellis-Goldenwest Specific Plan 1,147 3) Total Holly-Seacliff and Ellis-Goldenwest Specific Plan 1, 189 The development fees projected in accordance with statutory requirements for each, is as follows: 1) Holly-Seacliff Specific Plan $ 7,228,496 2) Holly Seacliff Specific Plan plus Developer's Portion of Ellis-Goldenwest Specific Plan $ 7,826,273 "public/private project management, feasibility, and Implementation" 00 1717 SOUTH STATE COLLEGE BOULEVARD•SURE 100•ANAHEIM,CALIFORNIA 92808•TELEPHONE(714)97841887 EL CSF COMMUNITY SYSTEMS AS INC _-_ November 26, 1991 Page 2 3) Total Holly-Seacliff and Ellis-Goldenwest Specific Plan $ 8, 111, 366 The cost to acquire property and construct elementary school (K-5) and middle school (6-8) facilities for each, is as follows: 1) Holly-Seacliff Specific Plan $25,367,556 2) Holly Seacliff Specific Plan plus Developer's Portion of Ellis-Goldenwest Specific Plan $27,465, 382 3) Total Holly-Seacliff and Ellis-Goldenwest Specific Plan $28,465,883 Table 1-1 sets forth the initial impact mitigation position of the District, and the compromise position established by the District prior to the Planning Commission's public hearing. Table 1-2 sets forth the first, second, and third financial position of the Developer. It is important to note the concessions between the District's two positions, as follows: 1) District's acceptance of mitigation of 600 K-5 students versus 757, a difference of 157 students; 2) District's acceptance of mitigation of 270 6-8 students versus 390, a difference of 120 students; 3) District's acceptance of relocatables for middle school grades versus permanent facilities; 4) District's acceptance of an 8. 3 (±) acre site for the elementary school versus a 10. 0 (±) acre site; and 5) District's acknowledgement of a District financial liability of $1, 588, 174, or 12 .73% of the compromise position total impact mitigation cost. COMMUNITY SYSTEMS ASSOLMTES NIO - November 26, 1991 Page 3 Although it appears that the Developer has compromised it's position, the concessions do not provide for full mitigation. The Developer's concessions include: 1) Developer has reduced the land cost per acre by $80, 000, which represents their required infrastructure and facilities pro rata cost required by the City's Development Agreement; 2) Developer has agreed to provide the elementary school off-sites, service site, and general site costs amounting to $Zl47,784, in lieu of development fees reducing the cost of the improvements to the District; 3) Developer has reduced its additional fees of 20% over statutory fees, to 12 .82%; and 4) Developer has reduced the cost of the relocatables from $900, 000 to $450, 000, or a reduction of 50%. It should be noted that if the middle school relocatable cost is increased to $900, 000 for Position #3 versus the Developer recommendation of $450, 000, the percent of total Developer revenue ($8,829,483) to cost ($10, 867,916) would be 81.24%, comparable to the percentage of Position #2 , or 81.26%. In essence, Position #2 and #3 are comparable, with the exception that the District's contribution would increase to $2 , 038,433 to account for the $450, 000 relocatable reduction, or 19. 57% of the total cost of $10,417,916. As recently noted, the District has modified its impact mitigation requirement of the Developer since the conclusion of the Planning Commission public hearing. The new position is set forth in Table 1-3 . The District's justification for the reopening and conversion of a closed school as a middle school, is as follows: 1) Dwyer Middle School cannot physically accommodate nine additional relocatables in terms of site layout, and support facilities; 2) The community will not support additional relocatables at Dwyer Middle School; 3) The nine relocatables proposed will accommodate only approximately 70% of the middle school impact; and 4) The reopening of a closed school is a good use of the District's present assets, which meets the goals of the community to preserve these assets for future use. C SF� COMMUNITY SYSTEMS♦5$CCIATES.IC \�I November 26, 1991 Page 4 It is hoped that this additional information will assist you in understanding the District's position. We look forward to meeting with you at the December 2, 1991 public hearing. Sincerely, COMMUNITY SYSTEMS ASSOCIATES, INC. i Marshall B. Krupp President mbk:mmg enclosures a:wp/63 cc: Dr. Duane Dishno, Superintendent Huntington Beach City School District Table 1-1 Huntington Beach City School District District Positions Initial Compromise Cost Position Position Elementary (K-5) - 600 v. 757 Students Land Cost ($720,000/Ac) 10 Ac - S 7,200,000 8.3 Ac - $ 5,976,000 Closing Cost $ 50,000 $ 50,000 Improvement Cost $ 5,553.700 $ 5,553,700 Sub-Total $12,803,700 $11,579,700 Middle (6-8) - 270 v. 390 Students Relocatable Classrooms (9) $ 900,000 $ 900,000 Total Cost $13,703,700 $12,479,700 Revenues Statutory Development Fees $ 7,826,273 $ 7,826,273 Developer Offered Additional Fees $ 1,565,253 (20% $ 1,565,253 (20% increase) increase) Sub-Total $ 9,391,526 $ 9,391,526 Required Additional Developer Contribution $ 4,312,174 $ 1,500,000 Required Additional District Contribution -0- $ 1,588,174 Total Additional Required $ 4,312,174 $ 3,088,174 % Total Developer Revenue/Cost 100% 87.21% % Total District Revenue/Cost -0- 12.73% i Table 1-2 Huntington Beach City School District Developer Positions Cost Position #1 Position #2 Position #3 Elementary (K-5) Land Cost 8.3 Ac-S 5,976,000 8.3 Ac-S 5,976,000 8.3 Ac-$ 5,312,000 Closing Costs $ 50,000 S 50,000 $ 50,000 Improvement Costs $ 5,553,700 $ 5,553,700 $ 4,605,916 Sub-Total $11,579,700 $11,579,700 $ 9,967,916 Middle (6-8) Relocatables (9) $ 900,000 $ 900,000 $ 450,000 Total Cost $12,479,700 $12,479,700 $10,417,916 Revenues Statutory Development Fees $ 7,826,273 $ 7,826,273 $ 7,826,273 Developer Offered Additional Fees $ 1,565,253 (20% $ 2,315,253 (20% $ 1,003,210 (12.82% increase) increase) increase) Sub-Total $ 9,391,526 $10,141,526 $ 8,829,483 Required Additional Developer Contribution $ -0- $ -0- $ -0- Required Additional District Contribution S 3,088,174 $ 2,388,174 $ 1,588,433 Total Additional Required $ 3,088,174 $ 2,388,174 $ 1,588,433 % Total Developer Revenue/Cost 75.25% 81.26% 84.75% % Total District Revenue/Cost 24.75% 18.74% 15.25% a:wp/63.ext f , Table 1-3 Huntington Beach City School District Post-Planning Commission Hearing Position Cost Elementary (K-5) - 600 v. 750 Students Land Cost ($7200, 00/Ac) 8. 3 Ac - $ 5,976,000 Closing Costs $ 50, 000 Improvement Costs 5,553,700 Sub-Total $11,579,700 Middle (6-8) - 390 Students Re-open/Convert Closed School (estimate) $ 3, 000,000 - $ 5,000,000 Total Cost $14, 579,700 - $16,579,700 Revenues Statutory Development Fees $ 7,826, 273 - $ 7,826,273 Required Additional Developer Contributions $ 5, 165,273 - $ 7,165,253 Required Additional District Contributions $ 1, 588, 174 - $ 1,588,174 Total Additional Contributions $ 6,753,447 - $ 8,753,427 % Total Developer Revenue Cost 89. 11% 90.42% % Total District Revenue Cost 10.89% 9. 58% a:wp/ltr63 .ext Y .� II�.� COMMUNITY SYSTEMS ASSOCIATES,INC. November 8, 1991 PW Ms. Connie Brockway City Clerk ClaiiIED CITY OF HUNTINGTON BEACH 2000 Main Street Post Office Box 190 ` Huntington Beach, California 92648 - SUBJECT: Appeal of Planning Commission Decisions: 4_8 =^ a) Acceptance as Adequate the Addendum to Final En- vironmental Impact Report No. 89-1 by adoption of Planning Commission Resolution No. 1450; b) Approval of General Plan Amendment No. 91-2 by adoption of Planning Commission Resolution No. 1451; and c) Approval of Zone Change No. 90-10 and Code Amend- ment No. 90-10 Dear Ms. Brockway: On behalf of the Huntington Beach City School District ("District") , our firm has been authorized to file an appeal to the October 29, 1991 decisions of the Planning Commission relat- ing to the following applications ("Applications") and actions: a) Acceptance as adequate the Addendum to Final Environmental Impact Report No. 89-1 by adoption of Planning Commission Resolution No. 1450; b) Approval of General Plan Amendment No. 91-2 by adoption of Planning Commission Resolution No. 1451; and c) Approval of Zone Change No. 90-10 and Code Amendment No. 90- 10. The District is in receipt of the Notice of Action dated November 1, 1991 on each of these actions. We note that the Planning Commission's actions were "approval, " and that the notices state: "In your case, the last day for filing an appeal and paying the filing fee is not applicable. " (emphasis added) "public/private project management, feasibility, and implementation" 1717 SOUTH STATE COLLEGE BOULEVARD•SUITE 100 0 ANAHEIM,CALIFORNIA 92806•TELEPHONE(714)978-SM7 V TAPE COMMUNITY SYSTEMS ASSOCRS.INCS u R WPF Ms. Connie Brockway CITY OF HUNTINGTON BEACH November 8, 1991 Page 2 We note also that Section 9880 of the Municipal Code of the City of Huntington Beach provides an appeal procedure on "any deci- sion, determination or requirement of the Planning Commission. " Section 9880 states: 119880 Appeal by Applicant or Interested Parties. Appeal may be made to the City Council from any decision, determination or requirements of the Planning Commission by filing notice thereof in writing with the City Clerk within ten (10) days after such decision or determination or requirement is made. Such notice shall set forth in detail the action and grounds by and upon which the applicant or interested party deem himself aggrieved. " There appears to be a contradiction between the date of appeal as set forth in the Notice of Action, and the provisions of Section 9880. In order to preserve any and all of the District's remedies, and so as to ensure that the District has taken all administrative steps to protect its interests, the appeal to the City Council of the City of Huntington Beach is hereby filed in accordance with Section 9880 of the City of Huntington Beach Municipal Code. The District takes notice of Attachment "A, " which was approved as an amendment to the Holly-Seacliff Specific Plan in an attempt to address the issues raised in the oral and written testimony of the District and others, at the Planning Commission meeting of October 29, 1991. The District, however, maintains that the Planning Commission ac- tions and the Applications failed to address the issues raised by the District, as follows: 1) The City has failed to comply with the administrative proce- dures and requirements of the California Environmental Quality Act and the CEQA Guidelines; 2) The applications are not in compliance with the Huntington Beach General Plan adopted December, 1976 and amended through July, 1990; GOMMUNITV SYSTEMS ASSOGUITES.INO Ms. Connie Brockway CITY OF HUNTINGTON BEACH November 8, 1991 Page 3 3) The applications are not in compliance with the Holly- Seacliff Development Agreement by and between the City of Huntington Beach and Pacific Coast Homes ("Developer" or "Applicant") and Garfield Partners; 4) The applications are not in compliance with General Plan Amendment No. 89-1 and Environmental Impact Report No. 89-1; and 5) The Specific Plan does not comply with Section 65451 of the Government Code. The detailed discussion to support the District's contentions are set forth in the written testimony of the Huntington Beach City School District to the Planning Commission, as set forth in At- tachment "B. " It is the District' s conclusion that the applications as proposed, the findings of the Staff Report, the contents of the Specific Plan as amended, and the contents of the Addendum, do not comply with EIR No. 89-1, the Holly-Seacliff Development Agreement, General Plan Amendment No. 89-1, the CEQA Guidelines, or applicable provisions of the Government Code. It is also the District' s opinion that the determination of satisfying the mitigation measures identified in Final EIR 89-1, is inappropriately placed in the sole responsibility of the City. There are no assurances that this determination will be made to the satisfaction of the District. In addition, there is no criteria relative to the developers responsibility to "demonstrate" that the mitigation measures have been or will be implemented. There further is no penalty or action that will be taken should the developer not demonstrate as required. In es- sence, if the Developer does not demonstrate that the mitigation measures have been or will be implemented, what action will be taken by the City? Additionally, if the District does not believe that the mitigation measures have been attained, what ac- tion will be taken by the City to address the District' s concerns? It is the District's conclusion that the amended language to the Specific Plan as set forth in Attachment "A" is subject to inter- pretation, as are the mitigation measures set forth in EIR 89-1, which state: CSFA, ?, COMMUNITY SYSTEMS•SSOCIWES.INC "_W Ms. Connie Brockway CITY OF HUNTINGTON BEACH November 8, 1991 Page 4 "The significant effect has been substantially lessened to the extent feasible by virtue of the following mitigation measures identified in the Final EIR and incorporated into the project. 1. The GPA designates a site for a new elementary school to serve students generated by residential development within the project area. 2. The school district and major landowners should enter into an agreement for acquisition or lease of the site as part of implementation of this GPA. 3 . Developers should pay school impact fees to finance construction of necessary school facilities. 4 . The Huntington Beach Union High School District should coordinate its expansion plans with phasing of develop- ment with the project area and surrounding areas. " The following questions are critical to the ambiguity that exist within these mitigation measures: 1) What happens if the school district and the major land owner do not enter into an agreement for the acquisition or lease of the site? Is this a mandatory mitigation measure on the developer? I 2) Does the payment of school impact fees mean the statutory mandated fee as limited by Section 65995 of the Government Code; or an amount of fees in excess of statutory fees at an appropriate level in order to permit the District to "construct necessary" school facilities? 3) How is necessary school facilities defined, and who has the responsibility for that determination? 4) What action will the City take if the fees are not paid? Clearly, these ambiguities leave open the adequacy of the mitiga- tion measures, and their appropriateness to be applied to the Ap- plications. PCSi:u COMMUNITY SYSTEMS ASSOOUTES INC - '"_or Ms. Connie Brockway CITY OF HUNTINGTON BEACH November 8, 1991 Page 5 It is the District's conclusion that the prior actions by the City Council and Planning Commission, and the recent approvals of the Planning Commission, will result in further financial, opera- tion and administrative impacts on the District. These impacts on the District are further set forth in Attachment "B. " In addition, all previous oral and written testimony and documen- tation before the Planning Commission and/or submitted to the City Staff is incorporated herein by reference and supports the District's contentions. Pursuant to Section 9884, we hereby request that this appeal be heard by the City Council within 30 days of receipt of this let- ter and the enclosed fee of $200. 00, by the City Clerk. If you desire additional information or seek additional substan- tiation of the District's appeal, please feel free to contact our office. Sincerely, Il ITY SY EM ASSOCIATES, INC. ru ent MBK:dl 4: 41 cc: Dr. Duane Dishno, Superintendent Huntington Beach City School District CSF WI ; COMMUNITY SYSTEMS A."TES MC qW-W ATTACHMENT "All (DRAFT - SUBJECT TO CITY PLANNING DEPARTMENT CONFIRMATION) 2. Page II-10 should be revised to read as follows: "h. Schools The Specific Plan Area is located within the Huntington Beach City School District (Grades K-8) and the Hun- tington Beach Union High School District (Grades 9-12) . All development within the Specific Plan Area is sub- ject to the payment of school impact fees at the time of issuance of building permits, in accordance with Government Code Section 53080. School facility impact mitigation measures per Final Environmental Impact Report No. 89-1 shall be applied to development within the Specific Plan Area (see Section VI) . Schools shall be permitted in any Planning Area within the Specific Plan in order to accommodate the elemen- tary students generated by the development of the Specific Plan and surrounding areas. A potential school site within the Specific Plan boundaries may be established by means of a general plan amendment. Any new school facility shall be developed in accord- ance with the construction and planning standards and requirements of the City of Huntington Beach and the Huntington Beach City School District, the State of California Architects Office and the State of Califor- nia Department of Education. In order to comply with mitigation measures identified in Environmental Impact Report No. 89-1, proposed fu- ture development within the Specific Plan may be required to dedicate and convey land to the school dis- trict, pay additional school impact fees and/or provide other revenues to facilitate the financing of construc- tion and land of the new school facility. In addition, mitigation may be achieved by providing new or existing permanent or temporary classroom facilities. Compliance with the above shall be addressed concurrent with the filing of the first tentative tract map. The developer shall demonstrate to the City's satisfaction that the mitigation measures identified in Final En- vironmental Impact Report No. 89-1 have been or will be implemented prior to the tentative tract map. dl4/ltr41.ext "LIC. ICE PUBLIC NOTICE& PUBLIC ids"ICMF ` Nr TI€r = I PUBLI". NflTs`£ES i PUBLIC NOTICES NOTb C`I <-._.`:r 7_'INS APPEAL TO THE PLAN 1 iNG COMMIS31C) ' ;" APPROVAL OF THE ADDENDUM TO FINAL EIR NO. 39-1/GENER�Nl, =LAN AMENDMENT NO. 91-2/ ZONE CHANGE NO. 9C-10/CODE APTIENDKENT NO. 90-10 (Amend the Holly-Seacliff Master Plan and establish the Holly-Seacliff Specific Plan which contains the zoning and development standards for a portion of the Holly-Seacliff faster Plan Area) NOTICE IS HEREBY GIVEN that the Huntington Beach City Council will hold a public hearing in the Council Chamber at the Huntington Beach Civic Center, 2000 Main Street, Huntington Beach, California, on the date and at the time indicated below to receive and consider the statements of all persons who wish to be heard relative to the application described below. DATE/TIME: Monday, December 2, 1991, 7: 00 PM APPLICATION NUMBER: ADDENDUM TO FINAL EIR NO. 89-1/GENERAL PLAN AMENDMENT NO. 91-2/ZONE CHANGE NO. 90-10/ CODE AMENDMENT NO. 90-10 APPLICANT: Pacific Coast Homes/ City of Huntington Beach APPELLANT: Community Systems Associates LOCATION: The Holly-Seacliff Master Plan Area (see attached map) ZONE: Various R OUEST: General Plan Amendment: Amend the Holly-Seacliff Master Plan by shifting 7 acres of Commercial from Edwards/Garfield to Goldenwest/Garfield; shift residential density with no addition of units and permit oil production in industrial zones . Zone Change and Code Amendment: Establish the Holly-Seacliff Specific Plan which contains the zoning and development standards for 569 acres in the 780 acre Holly-Seacliff Master Plan Area . APPEAL: The appeal is based on the following. reasons: 1. The City has failed to comply with the administrative procedures and requirements of the California Environmental Quality Act and the CEQA Guidelines; 2 . The applications are not in compliance with the Huntington Beach General Plan adopted December, 1976 and amended through July, 1990; 3 . The applications are not in compliance with the Holly-Seacliff Development Agreement by and between the City of Huntington Beach and Pacific Coast Homes ("Developer" or "Applicant") and Garfield Partners; 4 . The applications are not in compliance with General Plan Amendment No. 89-1 and Environmental Impact Report No. 89-1; 5. The Specific Plan does not comply with Section � b54)l of --tie Government lode. E IRONMENTAL STATUS: The proposed project is covered by an addendum to Final EIR No. 89-1 which was certified by the City Council on January 8, 1990. COASTAL STATUS: The proposed project will result in an amendment to the City' s Local Coastal Plan. ON FILE: A copy of the proposed request i-s on file in the Community Development Department, 2000 Main Street, Huntington Beach, California 92648, for inspection by the public. Connie Brockway City Clerk L rr 11�v.LJ 21 LU _ Z o f I I Lu— O GARFIELD C� i--- -27F .i ..+vj v� ..ra.. .a.svv ...vw• APPELLANT: Community Systems Associates LOCATION: The Holly-Seacliff Master Plan Area (see attached map) ZONE: various REQUEST: General Plan Amendment: Amend the Holly-Seacliff Master Plan by shifting 7 acres of Commercial from Edwards/Garfield to Goldenwest/Garfield; shift residential density with no addition of units and permit oil production in industrial zones. Zone Change and Code Amendment: Establish the Holly-Seacliff Specific Plan which contains the zoning and development standards for 569 acres in the 780 acre Holly-Seacliff Master Plan Area. APPEAL: The appeal' is based on the following. reasons: 1. The City has failed to comply with the administrative procedures and requirements of the California Environmental Quality Act and the CEQA Guidelines; 2. The applications are not in compliance with the Huntington Beach General Plan adopted December, a 1976 and amended through July, 1990; 3 . The applications are not in compliance with the Holly-Seacliff Development Agreement by and between the City of Huntington Beach and Pacific Coast Homes (."Developer" or "Applicant") and Garfield Partners; 4 . The applications are not in compliance with General Plan Amendment No. 89-1 and Environmental Impact Report No. 89-1; 5. The Specific Plan does not comply with Section 65451 of the Government Code. ENVIRONMENTAL STATUS: The roposed project is covered b P P Y an addendum to Final EIR No. 89-1 which was . certified by the City Council on January 8, 1990. COASTAL STATUS: The proposed project will result in an amendment to the City' s Local Coastal Plan. ON FILE: A copy of the proposed request is on file in the Community Development Department, 2000 Main Street, Huntington Beach, California 92648, for inspection by the public. Connie Brockway City Clerk c:'c _ i I C r— --- ---- .... ELLIS ' -- V I 3 o i Z LU o W GARFIELD i--- 4 Ll i }rr \ V CF-C CF-E HOLLY SEACLIFF SPECIFIC PLAN h s A STATE OF CALIFORNIA County of Orange t I am a Citizen of the United States and a resident of the County aforesaid; I am over the age of eighteen years, and not a party to or interested in the below entitled matter. I am a principal clerk of the HUNTINGTON BEACH INDEPENDENT, a newspaper of general circulation, printed and published in the City of Huntington Beach, County of Orange, State of California, and that attached Notice is a true and complete copy as was printed and published in the Huntington Beach and Fountain Valley issues of said newspaper to wit the issue(s)of: November 21, 1991 I declare, under penalty of perjury, that the foregoing is true and cofrecL Executed on November 21 , 199� at Costa Mesa, California Signature o� oa PROOF OF PUBLICATION �r 9'It� NOTICE OF PUBLIC HEARING - APPEAL TO THE PLANNING COMMISSION' S APPROVAL OF THE ADDENDUM TO FINAL EIR NO. 89-1/GENERAL PLAN AMENDMENT NO. 91-2/ ZONE CHANGE NO. 90-10/CODE AMENDMENT NO. 90-10 (Amend the Holly-Seacliff Master Plan and establish the Holly-Seacliff Specific Plan which contains the zoning and development standards for a portion of the Holly-Seacliff Master Plan Area) NOTICE IS HEREBY GIVEN that the Huntington Beach City Council will hold a public hearing in the Council Chamber at the Huntington Beach Civic Center, 2000 Main Street, Huntington Beach, California, on the date and at the time indicated below to receive and consider the statements of all persons who wish to be heard relative to the application described below. DATE/TIME: Monday, December 2, 1991, 7: 00 PM APPLICATION NUMBER: ADDENDUM TO FINAL EIR NO. 89-1/GENERAL PLAN AMENDMENT NO. 91-2/ZONE CHANGE NO. 90-10/ CODE AMENDMENT NO. 90-10 APPLICANT: Pacific Coast Homes/ City of Huntington Beach APPELLANT: Community Systems Associates LOCATION: The Holly.-Seacliff Master Plan Area (see attached map) ZONE: Various IREOUEST: General Plan Amendment: Amend the Holly-Seacliff Master Plan by shifting 7 acres of Commercial from. Edwards/Garfield to Goldenwest/Garfield; shift residential density with no addition of units and permit oil production -in industrial zones. r Zone Change and Code Amendment: Establish the Holly-Seacliff Specific Plan which contains. the zoning and- development standards for 569 acres in the 780 acre Holly,-Seacliff Master Plan Area. APPEAL: The appeal is based on the following, reasons: 1. The City has failed to comply with the administrative procedures and requirements of the California Environmental Quality Act and the CEQA Guidelines; 2 . The applications, are not in compliance with the Huntington Beach General Plan adopted December, 1976 and amended through July, 1990; 0 k `* 3 . The applications are not in compliance with the Holly-Seacliff Development Agreement by and between the City of Huntington Beach and Pacific Coast Homes ("Developer" or "Applicant") and Garfield Partners; 4 . The applications are not in compliance with General Plan Amendment No. 89-1 and Environmental Impact Report No. 89-1; 5. The Specific Plan does not comply with Section 65451 of the Government Code. ENVIRONMENTAL STATUS: The proposed project is covered by an addendum to Final EIR No. 89-1 which was certified by the City Council on January 8, 1990. COASTAL STATUS: The proposed project will result in an amendment to the City' s Local Coastal Plan. ON FILE: A copy of the proposed request is on file in the Community Development Department, 2000 Main Street, Huntington Beach, California 92648, for inspection by the public. - Connie Brockway City Clerk (1458d) ilia [its Hi a Bonn0 mw / �i ♦�, rlll! �� �//1♦ i EDWARDSL �♦ ���♦��IAfI ��Ib�`i = � 'I{illlllflll � — — � Illillillllll �j i// i�C,�s.s illllflillll ■ ■E 1=e u MEi��= ��111 !11.11�:= =ill�ll ma::;�11111= � ui nnfl. son lip nninnuulm �- �� IIIIIIIIIIIIIIN _ , ■` as It nlm�l�mmllu� ► 1 � 1 • III � ,, ;l; � • � �D,. I lI1 ..� ■ , Signal Companies In(-. Signal Companies Inc: Signal Companies Inc: 17890 Sky Park Circle 17890 Sky Park Circle 17890 Sky Park Circle Irvine CA 92714 Irvine CA 92714 Irvine CA 92714 /I&a!5-5?7 /10-a5->-f I/D-0/�l 455- Signal Companies Inc: Signal Companies Inc Signal Companies In(-- 17890 Sky Park Circle 17890 Sky Park Circle 17890 Sky Park Circle Irvine CA 92714 Irvine CA 92714 Irvine CA 92714 Signal Companies Inc: Signal Companies Inc: Phillips Petroleum Co 1.7890 Sky Park Circ:le 17890 Sky Park Circle P.D. Box 2099 Irvine CA 92714 Irvine CA 92714 Houston TX 77252 Phillips Petroleum Co P.D. Box 2099 Houston TX 77252 APN: 937-162-01 APN: 937-162-02 APN: 937-162-03 Ethel Arline Girard Timony R. Reid Richard E. Theer 7291 Coho Dr #104 7291 Coho Dr #105 7291 Coho Dr #106 Huntington Beach, Ca 92648 Huntington Beach, Ca 92648 Huntington Beach, CA 92648 APN: 937-162-04 APN: 937-162-05 APN: 937-400-21 Stephen A. Raznick Maria R. Sugranes Cristin A. Ranney 7291 Coho Dr #107 7291 Coho Dr #108 20371 Densmore Ln Huntington Beach, CA 92648 Huntington Beach, CA 92648 Huntington Beach, Ca 92646 APN: 937-400-24 APN: 937-400-26 APN: 937-400-33 John Markwith Christopher Leach Paul Dobrasin 19185 Shoreline #1 19185 Shoreline La #3 201 - 12th St. Huntington Beach, CA 92648 Huntington Beach, CA 92648 Huntington Beach, CA 92648 APN: 937-400-41 APN: 937-400-46 APN: 937-400-51 Hildegard H. Buthe Troy Zerillo Patti Ann Leonheart 6511 Crista Palma Dr 7445 Seastar Dr #7 7415 Seastar Dr #4 Huntington Beach, CA 92647 Huntington Beach, CA 92648 Huntington Beach, CA 92648 APN: 937-400-52 APN: 937-400-55 APN: 937-400-57 Eric S. Hartman Paul Westerbeck John Dodd 7415 Seastar Dr #5 7415 Seastar Dr #8 7402 Seastar Dr #2 Huntington Beach, CA 92648 Huntington Beach, CA 92648 Huntington Beach, CA 92648 APN: 937-400-62 APN: 937-400-70 APN: 937-400-99 Denise Marie Sheaffer David J. Cupelli Stephanie J. Bates 7402 Seastar Dr #7 3878 Howard Ave 19072 Oceanport Ln Unit 2 Huntington Beach, CA 92649 Los Alamitos, CA 90720 Huntington Beach, CA 92648 APN: 937-401-02 APN: 937-401-03 APN: 937-401-27 Lawrence H. Berry Gary A. Zimmerman Doris V. Edwards P O Box 2006 4 Wild Goose Ct. 8672 Franciscan Cir Benicia, CA 94510 Newport Beach, CA 92663 Huntington Beach, CA 92646 APN: 937-401-30 APN: 93.7-401-37 APN: 937-401-51 Gregg L. Hobby Michael L. Green Linda P. Straten 2505 Ellis Rd. #4 19172 Shoreline #2 19192 Shoreline Ln. #8 Cedar Rapids, IA 52405 Huntington Beach, CA 92648 Huntington Beach, CA 92648 APN: 937-400-16 Francine Silver 1201 Liberty St. #30 El Cerrito, CA 94530 Holly Seacliff Mailing List March 1991 (1274D) West Coast Investments Debbie Cook 19046 Stonehurst Lane 6692 Shetland Circle Huntington Beach, CA 92648 Huntington Beach, CA 92648 Jack and Kathy Hinshu Ton Greer 6781 Evening Hill Drive 18831 Crystal Street Huntington Beach, CA 92648 Huntington Beach, CA 92648 Spencer Sheldon Jerry Galich 6871 Evening Hill Drive 959 loth Street Huntington Beach, CA 92648 Huntington Beach, CA 92648 Dick Harlow Jim Sinsheimer 111 10th Street 6832 Presidente Drive Huntington Beach, CA 92648 Huntington Beach, CA 92648 Roger Slates Mike Ryan 1701 Main Street Mola Development Huntington Beach, CA 92648 4699 Jamboree Rd. Newport Beach, CA 92660 Marshall B. Krupp John Roe 1717 S. State College Blvd. 19382 Surfdale Circle Ste. 100 Huntington Beach, CA 92648 Anaheim, CA 92806 Dominick and Bonnie Tomaino Bob Mandic 6812 Scenic Bay Lane 1112 Main Street Huntington Beach, CA 92648 Huntington Beach, CA 92648 C.E. Gamble Gerald Chapman Southern Pacific Transportation 6742 Shire Circle 1200 Corporate Drive Ste. 160 Huntington Beach, CA 92648 Monterey Park, CA 91754 Dick Kelter Alistair Baillie 223 21st Street 260 Newport Center Dr. #100 Huntington Beach, CA 92648 Newport• Beach, CA 92660 John Erskine Michael Ramsey Center Tower 18811 Crystal Street 650 Town Center Dr. Ste. 1250 Huntington Beach, CA 92648 Coasa Mesa, CA 92626 Cathy Bush Carrie Thomas 6581 Moringtide 6642 Trotter Drive Huntington Beach, CA 92648 Huntington Beach, CA 92648 Jeff Metzel Al Faas 19391 Shady Harbor Circle 6522 Trotter Drive Huntington Beach, CA 92648 Huntington Beach, CA 92648 Jay Kreitz Duane Dishno 19781 Island Bay Lane 20451 Graimer Lane Huntington Beach, CA 92648 Huntington Beach, CA 92648 Bob Anderson Cathy McGough 19082 Crystal Street 6812 Corral Circle Huntington Beach, CA 92648 Huntington Beach, CA 92648 John Gustafson Jack Bowland 19161 Crystal St. 6881 Presidio Drive Huntington Beach, CA 92647 Huntington Beach, CA 92648 Steven B. Taylor 19325 Woodlands Lane Huntington Beach, CA 92648 Ken B1ey 2049 Century Park East 28th Floor Los Angeles, CA 90067 Shirley Carey 21142 Brookurst Street Huntington Beach, CA 92648 I kk AC62J301/FM CTL 0004788 05-22-91 12:02 PM 1991-92 CITY/DISTRICT PARCEL LIST PAGE 1 DISTRICT NUMBER: 054A HUNTINGTON BEACH CITY PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE 023-010-10 HUNTINGTON BEACH CO 023-010-28 HUNTINGTON BEACH CO 023-020-15 HUNTINGTON BEACH CO 04-001 LUCKY STORES INC 04-0 1 PROPERTY TAX 04-001 PROPERTY TAX C/O CHEVRON USA INC P 0 BOX 7811 P 0 BOX 7611 P 0 BOX 7611 SAN FRANCISCO, CA 94120 SAN FRANCISCO, CA 94120 SAN FRANCISCO, CA 94120 023-010-15 CITY OF HUNTINGTON BEACH 023-020-03 SCHOOL, HUNTINGTON BEACH 023-020-16 CITY OF HUNTINGTON BEACH 04-032 P 0 BOX 190 04-0 1 UNION HIGH DIST 04-001 2000 MAIN ST HUNTINGTON BEACH, CA 92648 10251 YORKTOWN AVE HUNTINGTON BEACH, CA 92648 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7611 650 HOWE AVE SUITE C P 0 BOX 2099 SAN FRANCISCO, CA 94120 SACRAMENTO, CA 95825 HOUSTON, TX 77252 023-170-13 STATE OF CALIFORNIA DEPT 023-181-14 PACIFIC COAST HOMES 023-181-35 PACIFIC COAST HOMES 04-035 OF GENERAL SERVICES O4-001 %CHEVRON USA INC 04-001 %CUSA PROP TAX REAL ESTATE DIV P 0 BOX 7611 / P 0 BOX 7611 650 HOWE AVE SUITE C SAN FRANCISCO, CA 94120 v SAN FRANCISCO, CA 94120 SACRAMENTO, CA 95825 023-170-14 STATE OF CALIFORNIA DEPT 023-181-23 HUNTINGTON BEACH CO 023-181-36 HUNTINGTON BEACH CO 04-001 OF GENERAL SERVICE 04-001 PROPERTY TAX DIV 04-001 PROPERTY TAX DIV REAL ESTATE DIV 225 BUSH ST 225 BUSH ST 650 HOWE AVE SUITE C SAN FRANCISCO, CA 94120 ✓ SAN FRANCISCO, CA 94120 SACRAMENTO, CA 95825 023-179-02 HUNTINGTON BEACH CO 023-181-24 HUNTINGTON BEACH CO 023-181-37 PACIFIC COAST HOMES 04-001 PROPERTY TAX 04-001 CHEVRON U S A INC 04-001 %CUSA PROP TAX P 0 BOX 7611 PROPERTY TAX DIV P 0 BOX 7611 SAN FRANCISCO, CA 94120 P 0 BOX 7611 ,�/ SAN FRANCISCO, CA 94120 SAN FRANCISCO, CA 94120 023-179-03 HUNTINGTON BEACH CO 023-181-25 HUNTINGTON BEACH CO 023-191-02 SCHOOL, HUNTINGTON BEACH 04-001 PROPERTY TAX 04-001 CHEVRON U S A INC 04-001 ELEMENTARY DIST P 0 BOX 7611 PROPERTY TAX DIV 20451 CRAIMER LN SAN FRANCISCO, CA 94120 P 0 BOX 7611 P 0 BOX 71 SAN FRANCISCO, CA 94120 HUNTINGTON BEACH, CA 92648 023-179-04 HUNTINGTON BEACH CO 023-181-26 HUNTINGTON BEACH CO 023-191-05 NAITO, ALLISON 04-001 PROPERTY TAX 04-001 PROPERTY TAX DIV 04-001 845 14TH STREET P 0 BOX 7611 225 BUSH ST HUNTINGTON BEACH, CA 92648 SAN FRANCISCO, CA 94120 SAN FRANCISCO, CA 94120 023-179-05 HUNTINGTON BEACH COMPANY 023-181-27 HUNTINGTON BEACH CO 023-191-06 CHURCH, FIRST CHRISTIAN 04-001 PROPERTY TAX 04-001 PROPERTY TAX DIV 04-001 1207 MAIN ST P 0 BOX 7611 225 BUSH ST HUNTINGTON BEACH, CA 92648 SAN FRANCISCO, CA 94120 SAN FRANCISCO, CA 94120 AC62J301/FM CTL 0004854 05-22-91 12:02 PM 1991-92 CITY/DISTRICT PARCEL LIST PAGE 67 DISTRICT NUMBER: 054A HUNTINGTON BEACH CITY PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE 023-202-11 VAN DRIEL, ROBERT A 023-202-18 AASE, LYNN H 023-202-25 ZANT, WILLIAM T TR 04-001 19461 SUMMERBREEZE LN 04-001 19452 SUMMER BREEZE LN 04-001 ZANT, WILLIAM T HUNTINGTON BEACH, CA 92648 ✓ HUNTINGTON BEACH, CA 92646 19532 SUMMERBREEZE LN HUNTINGTON BEACH, CA 92648 023-202-12 HEARN, NATALIE M 023-20 -19 GALLEHER, GERALD W 023-202-26 LARSON, EUNICE J 04-001 19451 SUMMER BREEZE LN 04- 01 19462 SUMMER BREEZE LN 04-001 3001 E OCEAN BLVD HUNTINGTON BEACH, CA 92648 HUNTINGTN BCH, CA 92648 LONG BEACH, CA 90803 023-202-13 DUGMORE, PAUL L JR 023-202-20 WOLFF, GEORGETTA 023-202-27 SALZWEDEL, SHERI 04-001 19441 SUMMER BREEZE LN 04-0�1 19472 SUMMER BREEZE LN 04-001 19552 SUMMERBREEZE LN HUNTINGTN BCH, CA 92648 J HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 023-202-14 HEKIMIAN, DIANA 023-202-21 LUSK HOMES-HUNTINGTON 023-202-28 BURG, ROGER ARTHUR TR 04-00 19421 SUMMER BREEZE 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DISTRICT NUMBER: 054A HUNTINGTON BEACH CITY PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE 023-242-27 PATTERSON, WILLIAM 023-242-34 KUNITAKE, SIDNEY H 023-251-01 NIXON, GILBERT A 04-001 19676 SEAWIND CIR 04-001 %MITOKAWA, GEORGE 07 6861 LAWN HAVEN DR HUNTINGTN BCH, CA 92648 6610 CHURCH ST HUNTINGTN BCH, CA 92648 LOS ANGELES, CA 90042 023-242-28 NEESON, JENNY GAIL 023-242-35 RUSSELL, R ROBERT 023-251-02 ADAMSON, REG E 04-001 19672 SEAWIND CIR 04-001 7101 SURFSIDE 04 5881 LAWN HAVEN DR HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 ,/ HUNTINGTON BEACH, CA 92647 023-242-29 CROFT, VELMA C TR 023-242-36 MC NEAL, FRED M 023-251-03 RIEBER, MARGARET E 04-001 18800 FLORIDA ST #358 04-001 605 VIA CUMBRES O4-001 ROMERO, MARGARET E HUNTINGTON BEACH, CA 92648 FALLBROOK, CA 92028 / 6891 LAWN HAVEN DR HUNTINGTON BEACH, CA 92648 023-242-30 ENRIQUEZ, ANTONIO B 023-242-37 PFUSTERER, MARIA M 023-251-04 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HUNTINGTON BEACH 04-010 2000 MAIN ST 04-010 2000 MAIN ST 04-010 2000 MAIN ST HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 111-102-12 CITY OF HUNTINGTON BEACH 111-102-19 CITY OF HUNTINGTON BEACH 111-110-01 GREER, BRUCE L 04-010 2000 MAIN ST 04-010 2000 MAIN ST 047 18792 STEWART ST HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 HUNTINGTN BCH, CA 92648 AC62J301/FM CTL 0005216 05-22-91 12:02 PM 1991-92 CITY/DISTRICT PARCEL LIST PAGE 429 DISTRICT NUMBER: 054A HUNTINGTON BEACH CITY PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE 111-110-02 MANDIC, ROBERT P JR 111-110-16 CUSTER, PRENTISS M 111-110-31 BOLLMAN CHARLES H 04-0 3 1112 MAIN ST 04-013 5771 TERRIER DR 04-013 P 0 BOX 875 ►/ HUNTINGTON BEACH, CA 92648 / HUNTINGTON BEACH, CA 92649 ✓ HUNTINGTON BEACH, CA 92648 111-110-03 GOETSCH, ELMER E 111-110-18 MANDIC, ROBERT P JR 111-110-32 COHN, ALVIN R. 04-0 3 612 10TH ST 04-013 1112 MAIN ST 04-013 304 S SPALDING DR vy HUNTINGTON BEACH, CA 92648 / HUNTINGTON BEACH, CA 92648 ✓ BEVERLY HILLS, CA 90212 111-110-04 COHN, ALVIN R 111-110-19 GREER, RUBY TR 111-110-33 WEIDE, JACK D 04-013 304 S SPALDING DR 04-0 3 15111 BUSHARD ST SPACE 22 04-013 1007 FLORIDA ST BEVERLY HILLS, CA 90212 ,/ WESTMINSTER, CA 92683 ✓ HUNTINGTON BEACH, CA 92648 111-110-07 JONES, GORDON L 111-110-20 RAMSEY, MICHAEL L 111-110-34 WEAVER & MOLA 04-013 DUNN, ROBERT J TR 04-0 -01 13 RAMSEY, MICHAEL L TR 04 %CARL WEAVER / 714 E TUJUNGA AVE - #A ✓/ 19372 WOODLANDS LN � 19061 CRYSTAL ST V BURBANK, CA 91501 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 111-110-10 WEAVER & MOLA 111-110-21 PEDERSEN, A M 111-110-36 S GARFIELD INDUSTRIAL INC 04-013 DUNN, ROBERT J TR 04-01 610 MAIN ST 04-013 P 0 BOX 1597 MR, & MRS ROBERT J DUNN ✓ HUNTINGTON BEACH, CA 92648 ✓ HUNTINGTON BEACH, CA 92648 714 E TUJUNGA AVE - #A BURBANK, CA 91501 111-110-14 TAYLOR, CHRISTOPHER 111-110-22 PEDERSEN, A M 111-110-37 BOODMAN, PHILIP 04-01�3 JOSEPH 04-01 610 MAIN ST 04-013 20102 VIVA CIR ✓ 1840 PINE ST HUNTINGTON BEACH, CA 92648 �, HUNTINGTON BEACH, CA 92646 HUNTINGTON BEACH, CA 92648 111-110-15 GALICH, JERRY J 111-110-23 CUSTER, PRENTISS M 111-120-01 S & C OIL CO INC 04-013 939 10TH ST 047 5771 TERRIER DR 04-013 411 MAIN ST iB HUNTINGTN BCH, CA 92648 HUNTINGTON BEACH, CA 92649 / HUNTINGTN BCH, CA 92648 AC620301/FM CTL 0005217 05-22-91 12:02 PM 1991-92 CITY/DISTRICT PARCEL LIST PAGE 430 DISTRICT NUMBER: 054A HUNTINGTON BEACH CITY PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE 111-120-06 THOMAS, LINDA L 111-120-14 THOMAS, JOHN A 111-120-22 THOMAS, LINDA L 04-013 19782 SCENIC BAY LN 04-013 19782 SCENIC BAY LN 04-013 19782 SCENIC BAY LN HUNTINGTN BCH, CA 92648 / HUNTINGTN BCH, CA 92648 / HUNTINGTN BCH, CA 92648 111-120-07 THOMAS, LINDA L 111-120-15 THOMAS, JOHN A 111-120-23 THOMAS, LINDA L 04-01,3 19782 SCENIC BAY LN 04-013 19782 SCENIC BAY LN 04-013 19782 SCENIC BAY LN HUNTINGTN BCH, CA 92648 V/ HUNTINGTN BCH, CA 92648 V/ HUNTINGTN BCH, CA 92648 111-120-08 THOMAS, LINDA 111-120-16 ARMSTRONG, COLLEEN 111-120-24 THOMAS, JOHN A 04-0/13 19782 SCENIC BAY LN 04-013 THOMAS, JOHN A 04-013 19782 SCENIC BAY LN HUNTINGTN BCH, CA 92648 19782 SCENIC BAY LN HUNTINGTN BCH, CA 92648 HUNTINGTN BCH, CA 92648 ✓ 111-120-09 THOMAS, JOHN A 111-120-17 THOMAS, JOHN A 11-1-120-25 THOMAS, JOHN A 04-013 19782 SCENIC BAY LN 04-013 19782 SCENIC BAY LN 04-013 19782 SCENIC BAY LN / HUNTINGTON BEACH, CA 92648 / HUNTINGTN BCH, CA 92648 ✓ HUNTINGTN BCH, CA 92648 111-120-11 LINGLE, HAROLD A TR 111-120-18 THOMAS, JOHN A 111-120-26 GOETSCH, AUDRE M TR 04-013 LINGLE, DOLORES K 04-01a 19782 SCENIC BAY LN 04-013 HOMES BY AYRES / 3817 ATLANTIC AVE V HUNTINGTON BEACH, CA 92648 ` 355 BRISTOL ST STE A v LONG BEACH, CA 90807 1/ COSTA MESA, CA 92626 111-120-12 LINGLE, HAROLD A TR 111-120-19 THOMAS, JOHN A 111-120-27 MITCHELL, TRAVIS B 04-013 LINGLE, DOLORES K 04-013 19782 SCENIC BAY LN 04-013 HOMES BY AYRES 3817 ATLANTIC AVE HUNTINGTON BEACH, CA 92648 / 355 S BRISTOL ST,SUITE A LONG BEACH, CA 90807 ✓ ✓ COSTA MESA, CA 92626 111-120-13 THOMAS, JOHN A 111-120-20 THOMAS, JOHN A 111-120-28 WEIR OIL CO INC 047 3 19782 SCENIC BAY LN 04-013 19782 SCENIC BAY LN 04-013 401 20TH ST \// HUNTINGTN BCH, CA 92648 ✓ HUNTINGTON BEACH, CA 92648 HUNTINGTN BCH, CA 92648 AC620301/FM CTL 0005218 05-22-91 12:02 PM 1991-92 CITY/DISTRICT PARCEL LIST PAGE 431 DISTRICT NUMBER: 054A HUNTINGTON BEACH CITY PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE 111-120-29 MUNIZ, JOE TR 111-130-08 LINGLE, HAROLD A TR 111-130-16 PACIFIC COAST HOMES 047 1807 TAMAGER DR 04-001 3817 ATLANTIC AVE 04-001 °%oCUSA PROP TAX COSTA MESA, CA 92626 / LONG BEACH, CA 90807 P 0 BOX 7611 V SAN FRANCISCO, CA 94120 111-120-30 THOMAS, JOHN A 111-130-09 WILLIAMS, BOBBIE G TR 111-130-17 PACIFIC COAST HOMES 04-01,3 19782 SCENIC BAY LN 04-t7 2676 ORANGE AVE 04-001 %CUSA PROP TAX 1// HUNTINGTON BEACH, CA 92648 Y// SIGNAL HILL, CA 90806 ✓ P 0 BOX 7611 SAN FRANCISCO, CA 94120 111-130-01 WEIR OIL CO INC 111-130-10 HUNTINGTON BEACH COMPANY 111-130-18 PACIFIC COAST HOMES 04-001 401 20TH ST 04-091 PROPERTY TAX 04-001 %CUSA PROP TAX `// HUNTINGTON BEACH, CA 92648 P 0 BOX 7611 P 0 BOX 7611 SAN FRANCISCO, CA 94120 SAN FRANCISCO, CA 94120 111-130-02 WEIR OIL CO 111-130-11 MILLS, ELIZABETH JANE 111-130-19 PACIFIC COAST HOMES 04-001 401 20TH ST 04-001 3260 FARMINGTON DR 04-00 %CUSA PROP TAX HUNTINGTON BEACH, CA 92648 ATLANTA, GA 30339 P 0 BOX 7611 V/ SAN FRANCISCO, CA 94120 111-130-05 ASHBY, RICHARD K TR 111-130-12 MILLS, ELIZABETH JANE 111-130-20 PACIFIC COAST HOMES 04-00,1 7072 GARFIELD AVE 04-001 3260 FARMINGTON DR 04-0OJ %CUSA PROP TAX HUNTINGTON BEACH, CA 92648 ATLANTA, GA 30339 1.// P 0 BOX 7611 SAN FRANCISCO, CA 94120 111-130-06 PETERSEN, HELEN VICK 111-130-14 HUNTINGTON SURFSIDE CORP 111-130-21 PACIFIC COAST HOMES 04-001 8755 KINGSHILL DR 04-00X %WILLIAMS, B G 04-001 %CUSA PROP TAX / SALT LAKE CITY, UT 84121 / 2676 ORANGE AVE ✓ P 0 BOX 7611 SIGNAL HILL, CA 90806 SAN FRANCISCO, CA 94120 111-130-07 LINGLE, HAROLD A TR 111-130-15 RENNER, WILVIAN J TR 111-130-22 PACIFIC COAST HOMES 04-091 3817 ATLANTIC AVE 04-001 807 FRANKFORT 04-001 %CUSA PROP TAX LONG BEACH, CA 90807 ✓ HUNTINGTON BEACH, CA 92648 P 0 BOX 7611 SAN FRANCISCO, CA 94120 AC62J301/FM CTL 0005219 05-22-91 12:02 PM 1991-92 CITY/DISTRICT PARCEL LIST PAGE 432 DISTRICT NUMBER: 054A HUNTINGTON BEACH CITY PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE 111-130-23 PACIFIC COAST HOMES 111-140-02 WEIR, DONALD A TR 111-140-10 CITY OF HUNTINGTON BEACH 04-OQ1 %CUSA PROP TAX 04-0,01 401 20TH ST APT A 04-00.1 CITY HALL V/ P 0 BOX 7611 ,/ HUNTINGTON BEACH, CA 92648 ✓ HUNTINGTN BCH, CA 92648 SAN FRANCISCO, CA 94120 111-130-24 WEIR OIL CO INC 111-140-04 WEAVER & MOLA 111-140-14 TRACY, MARGARET 04-0/01 401 20TH ST 04-00� 19061 CRYSTAL ST 04-001 % WEAVER & MOLA ✓ HUNTINGTN BCH, CA 92648 ✓ HUNTINGTON BEACH, CA 92648 19061 CRYSTAL ST HUNTINGTON BEACH, CA 92648 111-130-25 WEIR, DONALD A TR 111-140-05 WEAVER AND MOLA 111-140-15 ALBERT, WILMA M 04-001 401 20TH ST APT A 04-0�,31 19061 CRYSTAL ST 04-001 P 0 BOX 8050 HUNTINGTON BEACH, CA 92648 / HUNTINGTON BEACH, CA 92648 / CANYON LAKE, CA 92380 111-130-26 WEIR OIL CO 111-140-06 WEAVER AND MOLA 111-140-16 DABNEY, WALTER NICHOLS TR 04-001 401 20TH ST 04-001 19061 CRYSTAL ST 04-00 19731 COASTLINE LN HUNTINGTON BEACH, CA 92648 ✓ HUNTINGTON BEACH, CA 92648 J HUNTINGTON BEACH, CA 92648 111-130-27 WEIR OIL CO INC 11.1-140-07 LINGLE, HAROLD A TR NA 111-140-18 BEACH SUPPLY COMPANY 04-001. DON A WEIR 04-001 LINGLE, DOLORES K 04-00 19061 CRYSTAL ST 401 20TH ST ✓ 3817 ATLANTIC AVE HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 LONG BEACH, CA 90807 111-130-28 CITY OF HUNTINGTON BEACH 111-140-08 WEAVER & MOLA 111-140-19 GUSTAFSON BROTHERS INC 04-00� CITY HALL 0471 19061 CRYSTAL ST 04-091 19161 CRYSTAL ST V/ HUNTINGTN BCH, CA 92648 1// HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 111-140-01 TELFORD, LORAYNE 111-140-09 LOMA LINDA UNIVERSITY 111-140-20 MOLA DEV CORP 04-0,01 P 0 BOX 565 04-0 1 %FOUNDATION ADM 04-00 WEAVER, CARL M ✓ LIBERTY, TX 77575 11234 ANDERSON ST 19061 CRYSTAL ST LOMA LINDA, CA 92354 HUNTINGTON BEACH, CA 92648 AC62J301/FM CTL 0005220 05-22-91 12:02 PM 1991-92 CITY/DISTRICT PARCEL LIST PAGE 433 DISTRICT NUMBER: 054A HUNTINGTON BEACH CITY PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE 111-140-21 MOLA DEV CORP 111-140-28 HUNTINGTON BEACH CO 111-140-35 PACIFIC COAST HOMES 04-0 WEAVER, CARL M 04-001 PROPERTY TAX 04-001 %CHEVRON U S A PROP TAX ✓ 19061 CRYSTAL ST P O BOX 7611 P 0 BOX 7611 HUNTINGTON BEACH, CA 92648 SAN FRANCISCO, CA 94120 SAN FRANCISCO, CA 94120 111-140-22 MOLA DEV CORP 111-140-29 HUNTINGTON BEACH CO 111-140-36 WEIR, DONALD A TR O% 1 WEAVER, CARL M 04-001 %CHEVRON USA INC 041 401 20TH ST APT A 19061 CRYSTAL ST V P 0 BOX 7611 J HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 SAN FRANCISCO, CA 94120 111-140-23 DENSLOW, MARIBELLE TR 111-140-30 HUNTINGTON BEACH CO 111-140-37 WEIR, DONALD A TR 04-001 324 AUBURN AVE 04-001 PROPERTY TAX 04-001 401 20TH ST APT A SIERRA MADRE, CA 91024 P 0 BOX 7611 / HUNTINGTON BEACH, CA 92.648 t/ SAN FRANCISCO, CA 94120 V 111-140-24 PEDERSEN, A M 111-140-31 HUNTINGTON BEACH CO 111-150-01 NUSSBAUM, ELIEZER TR 04-001 610 MAIN ST 04-001 PROPERTY TAX 04:0,/P4 7931 PROFESSIONAL CR HUNTINGTON BEACH, CA 92648 ✓ P 0 BOX 7611 HUNTINGTON BEACH, CA 92648 SAN FRANCISCO, CA 94120 111-140-25 MOLA DEVELOPMENT CORP 111-140-32 PACIFIC COAST HOMES 111-150-02 CHANG, CHAN-NAN 04-Q01 %WEAVER, MOLA 04-001 %CHEVRON U S A PROP TAX 04-001 16621 YVETTE WAY / 19061 CRYSTAL ST ✓ P 0 BOX 7611 CERRITOS, CA 90701 v HUNTINGTON BEACH, CA 92646 SAN FRANCISCO, CA 94120 111-140-26 LEVOY, BERTRAM 111-140-33 PACIFIC COAST HOMES 111-150-03 CHIN, CHAUK PAN 04-001 2710 ANCHOVY AVE 04-001 %CHEVRON U S A PROP TAX 04-001 P 0 BOX 8796 SAN PEDRO, CA 90732 / P 0 BOX 7611 FOUNTAIN VALLEY, CA 92728 v SAN FRANCISCO, CA 94120 111-140-27 LEVOY, BERTRAM 111-140-34 PACIFIC COAST HOMES 111-150-04 DEASON, JAMES A 04-07 2710 ANCHOVY AVE 04-001 %CHEVRON U S A PROP TAX 04-001 4597 FIR AVE SAN PEDRO, CA 90732 / P 0 BOX 7611 ✓ SEAL BEACH, CA 90740 V SAN FRANCISCO, CA 94120 AC62J301/FM CTL 0005221 05-22-91 12:02 PM 1991-92 CITY/DISTRICT PARCEL LIST PAGE 434 DISTRICT NUMBER: 054A HUNTINGTON BEACH CITY PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE 111-150-05 SILVERMAN, CLINTON E 111-150-19 ROBRECHT, ARLINE JOAN TR 111-150-26 PACIFIC COAST HOMES 04-00 8272 LE CONTE DR 04-00,1 TIPTON-FROST, FERROL M 04-001 %CUSA PROP TAX HUNTINGTON BEACH, CA 92646 / 2262 AVENIDA SAN ANTERO v P 0 BOX 7611 CAMARILLO, CA 93010 SAN FRANCISCO, CA 94120 111-150-06 CRUZAT, CHARLES 111-150-20 ROBRECHT, ARLINE JOAN TR 111-150-27 PACIFIC COAST HOMES 04-001 %CRUZAT AND SCHRIBER 04-001 TIPTON-FROST, FERROL M 04-001 %CUSA PROP TAX / 4949 WARNER AVE 2262 AVENIDA SAN ANTERO P 0 BOX 7611 I/ HUNTINGTON BEACH, CA 92649 ✓ CAMARILLO, CA 93010 SAN FRANCISCO, CA 94120 111-150-13 WEIR, DONALD A TR 111-150-21 BURLINGHAM, MARION 111-150-28 PACIFIC COAST HOMES 04-001, 401 20TH ST APT A 04-001 5237 N ROSEMEAD BLVD 04-0 %CUSA PROP TAX HUNTINGTON BEACH, CA 92648 / SAN GABRIEL, CA 91776 P 0 BOX 7611 v SAN FRANCISCO, CA 94120 111-150-15 GOWDY, ROBERT GORDON TR 111-150-22 HUNTINGTON BEACH CO 111-150-29 PACIFIC COAST HOMES 04-00�1 80 MIRA ADELANTE 04-091 PROPERTY TAX 04-PI %CUSA PROP TAX SAN CLEMENTE, CA 92672 �/ P 0 BOX 7611 {/ P 0 BOX 7611 SAN FRANCISCO, CA 94120 SAN FRANCISCO, CA 94120 111-150-16 GOWDY, ROBERT GORDON TR 111-150-23 HUNTINGTON BEACH CO 111-150-30 RSTGS INVESTMENT GROUP 04-1! jk' 80 MIRA ADELANTE O%- dl PROPERTY TAX 04-OBI SANTIAGO, JACK SAN CLEMENTE, CA 92672 ✓ P 0 BOX 7611 / 310 14TH ST SAN FRANCISCO, CA 94120 HUNTINGTON BEACH, CA 92648 111-150-17 SCOTT, WILLIAM J 111-150-24 ELLIOTT, WILLIS M 111-150-31 HUNTINGTON BEACH CO 04-001 2978 COUNTRY CLUB DR 04-001 19411 WORCHESTER LN 04-001 PROPERTY TAX COSTA MESA, CA 92626 / HUNTINGTN BCH, CA 92646 ✓ P 0 BOX 7611 V SAN FRANCISCO, CA 94120 111-150-18 PACIFIC COAST HOMES 111-150-25 DENSLOW, PATRICIA H TR 111-150-32 SALYER, TERRY WILLIAM 04-001 %CUSA PROP TAX 04-001 9333 CHIMNEYSWEEP LN 04-001 9849 OSCAR CIR P 0 BOX 7611 / DALLAS, TX 75243 / FOUNTAIN VALLEY, CA 92708 SAN FRANCISCO, CA 94120 V V AC62J301/FM CTL 0005222 05-22-91 12:02 PM 1991-92 CITY/DISTRICT PARCEL LIST PAGE 435 DISTRICT NUMBER: 054A HUNTINGTON BEACH CITY PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE 111-150-33 SALYER, TIMOTHY DON 111-150-44 HUNTINGTON BEACH CO 111-340-47 SLATER-NICHOLAS 04-001 9849 OSCAR CIR 04-0 1 PROPERTY TAX 04-010 INDUSTRIAL PARK FOUNTAIN VALLEY, CA 92708 W/ P 0 BOX 7611 %FROME, WALTER A SAN FRANCISCO, CA 94120 2900 -A BRISTOL ST SUITE 201 COSTA MESA, CA 92626 111-150-34 KELLER, MELVIN F 111-150-45 KANTOR, GARY 111-340-48 SLATER-NICHOLAS 04-001 4534 SW HEWITT BLVD 04-001 SUITE 200 04-010 INDUSTRIAL PARK PORTLAND, DREG, OR 97221 / 1750 E DESERT INN RD %FROME, WALTER A V LAS VEGAS, NV 89109 2900 -A BRISTOL ST SUITE 201 COSTA MESA, CA 92626 111-150-36 BROWN, JAMES M 111-150-46 KANTOR, GARY 111-340-49 JAMES LUMBER CO 04-001 221 MIDDLEFIELD DR 04-001 SUITE 200 04-010 17311 NICHOLAS ST ✓ SAN FRANCISCO 27, CA 94132 1750 E DESERT INN HUNTINGTN BCH, CA 92647 ✓/ LAS VEGAS, NV 89109 111-150-37 KELLER, MELVIN F 111-150-47 HUNTINGTON BEACH CO 111-360-03 WARNER AVENUE AUTO CENTER 04-091 4534 SW HEWETT BLVD 04-O PROPERTY TAX 04-010 18321 VENTURA BLVD #715 PORTLAND, DREG, OR 97221 �/ P 0 BOX 7611 TARZANA, CA 91356 SAN FRANCISCO, CA 94120 111-150-38 WORTHY, ROLAND J 111-150-48 WICK, WILLIAM 111-360-06 HOHNSTEIN, PHIL TR 04-001 8125 VIA URNER WAY 04-001 7292 GARFIELD AVE #1 04-010 %RAINBOW DISPOSAL CO INC j BONSAIL, CA 92003 ✓ HUNTINGTON BEACH, CA 92648 P 0 BOX 1026 V HUNTINGTON BEACH, CA 92647 111-150-39 WEIR OIL CO INC 111-340-41 JAMES LUMBER CO 111-360-08 NICHOLS, ZEXIE M TR 04-OQ.1 401 20TH ST 04-010 P 0 BOX 1188 04-010 PHILBROOK, BARBARA M �/ HUNTINGTN BCH, CA 92648 HUNTINGTON BEACH, CA 92647 6763 VAL VERDE AVE BUENA PARK, CA 90621 111-150-40 PACIFIC COAST HOMES 111-340-42 JAMES LUMBER CO 111-360-11 HOHNSTEIN, PHILLIP TR 04-001 %CUSA PROP TAX 04-010 P 0 BOX 1188 04-010 P 0 BOX 1026 P 0 BOX 7611 HUNTINGTON BEACH, CA 92647 HUNTINGTON BEACH, CA 92647 SAN FRANCISCO, CA 94120 AC62J301/FM CTL 0006430 05-22-91 12:02 PM 1991-92 CITY/DISTRICT PARCEL LIST PAGE 1,643 DISTRICT NUMBER: 054A HUNTINGTON BEACH CITY PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE 159-063-06 MORGAN, BARRY L 159-063-13 VENN, EUGENE C 159-063-20 SAENZ, SEGIO R 04-010 7552 APPLEBY DR 04-010 18451 CARNABY LN 04-010 18371 CARNABY LN HUNTINGTN BCH, CA 92648 HUNTINGTON BEACH, CA 92648 HUNTINGTN BCH, CA 92648 159-063-07 HARVEY, EDWARD J 159-063-14 DOUGLASS, WILLIAM RAYMOND 159-063-21 BOWMAN, TED D 04-013 7532 APPLEBY DR 04-010 18441 CARNABY LN 04-010 18361 CARNABY LN ✓✓ HUNTINGTN BCH, CA 92648 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92647 159-063-08 MORLEY, RICHARD C 159-063-15 GORDON, JAMES RICHARD TR 159-063-22 HOLLAND, GEORGE C 04- 7522 APPLEBY DR 04-010 18431 CARNABY LN 04-010 18351 CARNABY LN ✓/ HUNTINGTN BCH, CA 92648 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 159-063-09 HEBERT, PHILIP B 159-063-16 NEBEKER, REX 159-063-23 FIKE, CHRISTINE 04-?33 7512 APPLEBY DR 04-010 18421 CARNABY LN 04-010 18331 CARNABY LN HUNTINGTN BCH, CA 92648 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 159-063-10 KLUBNIKEN, MIKE A 159-063-17 BOSTIC, H RALPH 159-063-24 SHIH, KO-LIANG 04-YO 18481 CARNABY LN 04-010 18411 CARNABY LN 04-010 %PI, WENDY HUNTINGTN BCH, CA 92648 HUNTINGTON BEACH, CA 92648 2449 W 228TH ST TORRANCE, CA 90501 159-063-11 KELLY, BRIAN M 159-063-18 APODACA, GLORIA A 159-063-25 BRZYSKI, DAVID L 04-010 18471 CARNABY LN 04-010 18401 CARNABY LN 04-010 18311 CARNABY LN HUNTINGTN BCH, CA 92648 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 159-063-12 HORIUCHI, GLENN T 159-063-19 BUCHANNAN, ROBERT C 159-063-26 GILMORE, JOHN W JR 04-010 18461 CARNABY LN 04-010 18391 CARNABY LN 04-010 18301 CARNABY LN HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 HUNTINGTN BCH, CA 92648 AC62J301/FM CTL 0006440 05-22-91 12:02 PM 1991-92 CITY/DISTRICT PARCEL LIST PAGE 1,653 DISTRICT NUMBER: 054A HUNTINGTON BEACH CITY PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS . CODE 159-121-13 LUDWICK, LANNY E TR 159-121-20 GABRIELSON, CARL E 159-131-06 LE, NGHIA TRONG 04-013 1005 12TH ST 04-013 7761 GARFIELD AVE 04-013 16 SALERNO HUNTINGTON BEACH, CA 92648 HUNTINGTN BCH, CA 92648 IRVINE, CA 92714 159-121-14 BRAGG, HAROLD V 159-121-22 BAGSTAD, ELDON WILLARD TR 159-131-07 MUSE, BOBBY G 04-013 5540 E 6TH ST 04-013 901 CATALINA AVE 04-013 12622 KINGSVIEW RD LONG BEACH, CA 90814 SEAL BEACH, CA 90740 SANTA ANA, CA 92705 159-121-15 HUNTINGTON BEACH LA CASA 159-121-25 PCH CAPITAL ASSETS INC 159-131-08 WEST COAST—HUNTINGTON 04-013 ASSOCIATES LTD 04-013 AFFILIATED MEDICAL ENTRP 04-013 BEACH INVESTMENTS LTD %SHOHAM 1120 W LA VETA AVE #800 °kHSUEH, RONALD 8561 KEEL DR ORANGE, CA 92688 7111 STONEWOOD DR HUNTINGTON BEACH, CA 92646 HUNTINGTON BEACH, CA 92647 159-121-16 CHIU, C J 159-121-26 PCH CAPITAL ASSETS INC 159-131-09 WEST COAST—HUNTINGTON 04-013 9101 SANTIAGO DR 04-013 AFFILIATED MEDICAL ENTRP 04-013 BEACH INVESTMENTS LTD HUNTINGTON BEACH, CA 92646 1120 W LA VETA AVE #800 YoHSUEH, RONALD ORANGE, CA 92688 7111 STONEWOOD DR HUNTINGTON BEACH, CA 92647 159-121-17 PACIFIC A & S PROPERTIES 159-121-30 DELMA CONSTRUCTION CORP 159-131-10 WEST COAST—HUNTINGTON 04-013 P 0 BOX 308 04-013 18800 DELAWARE ST 04-013 BEACH INVESTMENTS LTD CORONA DEL MAR, CA 92625 SUITE 1100 %HSUEH, RONALD HUNTINGTON BEACH, CA 92648 7111 STONEWOOD DR HUNTINGTON BEACH, CA 92647 159-121-18 W & H INVESTMENT 159-121-32 KUWADA, DANIEL 159-131-11 WEST COAST—HUNTINGTON 04-013 PROPERTIES O4-013 3890 S NORTON AVE 04-01.3 BEACH INVESTMENTS LTD CARE ENTERPRISES LOS ANGELES, CA 90008 ✓ %HSUEH, RONALD 2742 DOW AVE 7111 STONEWOOD DR TUSTIN, CA 92680 HUNTINGTON BEACH, CA 92647 159-121-19 MATAYOSHI, SHINSUKE 159-121-33 KUWADA, DANIEL 159-131-12 NGUYEN, DUNG DUC 04-013 7771 GARFIELD AVE NB 04-013 3890 S NORTON AVE 04-013 16405 HEMLOCK ST HUNTINGTON BEACH, CA 92648 LOS ANGELES, CA 90008 ✓ FOUNTAIN VALLEY, CA 92708 l AC62J301/FM CTL 0006441 05-22-91 12:02 PM 1991-92 CITY/DISTRICT PARCEL LIST PAGE 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SAMUEL F TR 159-212-09 ENVIRONMENTAL DEVELOPERS 159-221-04 HANLEY, DAVE C 04-010 100 LAUREL ST 04-010 5160 CAMPUS DR 04-001 6091 JASONWOOD DR SAN FRANCISCO, CA 94118 NEWPORT BEACH, CA 92660 HUNTINGTON BEACH, CA 92648 159-212-01 MUELLER & WHITE 159-212-10 ENVIRONMENTAL DEVELOPERS 159-221-05 BELL, JAMES GARY 04-010 INVESTMENTS O4-010 5160 CAMPUS DR 04-001 6081 JASONWOOD 25891 HITCHING RAIL RD NEWPORT BEACH, CA 92660 HUNTINGTON BEACH, CA 92648 LAGUNA HILLS, CA 92653 159-212-02 MUELLER & WHITE 159-212-11 COYLE, WALTER R TR 159-221-06 RUO, HANK H 04-010 INVESTMENTS O4-010 9091 KAHULUI DR 04-001 3560 W MICHIGAN AVE 25891 HITCHING RAIL RD HUNTINGTON BEACH, CA 92646 FRESNO, CA 93722 ' LAGUNA HILLS, CA 92653 159-212-04 MUESEGAES, FREDERICK G TR 159-212-12 JENKINS, JACK M TR 159-221-07 MARTIN, BERNARD M 04-010 7332 SIENNA AVE 04-010 9116 MCBRIDE RIVER AVE 04-001 6051 JASONWOOD DR WESTMINSTER, CA 92683 FOUNTAIN VALLEY, CA 92708 HUNTINGTON BEACH, CA 92648 AC62J301/FM CTL 0006473 05-22-91 12:02 PM 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CHANEY, SALLY A 159-271-06 HAYNES, LESLIE A 159-271-13 MRAS, JAMES M 04-013 18757 RACQUET LN 04-010 18202 SHARON LN 04-010 18146 SHARON LN / HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 159-269-01 HUNTINGTON BEACH COMPANY 159-271-07 SAWYER, THOMAS EDWARD 159-271-14 SKINNER, BARBARA A 04-013 PROPERTY TAX 04-010 18196 SHARON LN 04-010 7865 LORI DR P 0 BOX 7611 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 SAN FRANCISCO, CA 94120 159-271-01 EKSTEDT, STEVEN N 159-271-08 CHANG, NELSON J 159-271-15 JAY, STANLEY J 04-010 7836 CONNIE DR 04-010 18186 SHARON LN 04-010 7861 LORI DR HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 AC62J301/FM CTL 0006481 05-22-91 12102 PM 1991-92 CITY/DISTRICT PARCEL LIST PAGE 1,694 DISTRICT NUMBER: 054A HUNTINGTON BEACH CITY PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE 159-271-58 GRIMES, JACK L 159-271-68 RICHMOND, FRANK A TR 159-281-03 HASSETT, GLORIA BRADESON 04-010 18185 SHARON LN 04-010 P 0 BOX 1836 04-001 121 VIA MENTONE HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92647 NEWPORT BEACH, CA 92663 159-271-59 SILVESTRI, WILLIAM 159-271-69 WIND RIVER TRADING CO 159-281-04 CITY OF HUNTINGTON BEACH 04-010 18191 SHARON LN 04-010 HOOD, THOMAS W 04- CITY HALL HUNTINGTON BEACH, CA 92648 18141 BEACH BLVD #300 t00} HUNTINGTN BCH, CA 92648 HUNTINGTON BEACH, CA 92648 159-271-60 HAMMONS, DAVID 159-271-70 HALEY, JACK 159-281-05 HUNTINGTON BEACH COMPANY 04-010 18201 SHARON LN 04-010 16812 PACIFIC COAST HWY 04-001 PROPERTY TAX HUNTINGTON BEACH, CA 92648 SUNSET BEACH, CA 90742 P 0 BOX 7611 SAN FRANCISCO, CA 94120 159-271-61 LING, BERIT TR 159-271-71 HALEY, JACK 159-282-08 SOUTHRIDGE HOMES PTNSHP 04-010 18205 SHARON LN 04-010 16812 PACIFIC COAST HWY 04-001 5362 OCEANUS HUNTINGTON BEACH, CA 92648 SUNSET BEACH, CA 90742 b/ HUNTINGTON BEACH, CA 92649 159-271-65 HUNTINGTON VILLAGE 159-271-72 HALEY, JACK 159-282-09 SOUTHRIDGE HOMES PTNSHP 04-010 ESTATES HOMEOWNERS ASSN 04-010 16812 PACIFIC COAST HWY 04-00 5362 OCEANUS %HUNTINGTON BEACH SERVICE SUNSET BEACH, CA 90742 / HUNTINGTON BEACH, CA 92649 17171 BEACH BLVD V HUNTINGTON BEACH, CA 92647 159-271-66 KING, THOMAS W 159-281-01 HUNTINGTON BEACH CO 159-282-10 HENNESY, THOMAS D 04-010 25462 GALLUP CIR 04-001 PROPERTY TAX 0471 32832 PACIFIC COAST HWY LAGUNA HILLS, CA 92653 P 0 BOX 7611 MALIBU, CA 90265 JSAN FRANCISCO, CA 94120 159-271-67 BANK OF AMERICA NT&SA TR 159-281-02 HUNTINGTON BEACH COMPANY 159-282-11 SCOTT, WILLIAM J 04-010 ATTN TREO AU 5108 #10725 04-0 1 PROPERTY TAX 04-0 2978 COUNTRY CLUB DR %BANK, WELLS FARGO P 0 BOX 7611 COSTA MESA, CA 92626 P 0 BOX 83700 SAN FRANCISCO, CA 94120 SAN FRANCISCO, CA 94163 AC62J301/FM CTL 0006482 05-22-91 12:02 PM 1991-92 CITY/DISTRICT PARCEL LIST PAGE 1 ,695 DISTRICT NUMBER: 054A HUNTINGTON BEACH CITY PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE 159-282-12 HUNTINGTON BEACH CO 159-291-18 REDEVELOPMENT AGENCY OF 159-302-03 O'BRIEN, LAWRENCE J 04-001, %CHEVRON USA INC 04-033 CITY OF HUNTINGTON BEACH 04-010 SUITE 150 ✓ PROPERTY TAX DEPT 2000 MAIN ST 15615 ALTON PARKWAY P 0 BOX 7611 HUNTINGTON BEACH, CA 92648 IRVINE, CA 92718 SAN FRANCISCO, CA 94102 159-282-14 HUNTINGTON BEACH CO 159-301-01 GALLAGHER, THOMAS B TR 159-302-04 HERROUIN, MARC 04-001 %CHEVRON USA INC 04-010 4921 LOS PATOS AVE 04-010 PAN AMERICAN PROPERTIES P 0 BOX 7611 HUNTINGTON BEACH, CA 92649 2082 BUSINESS CENTER DR SAN FRANCISCO, CA 94120 IRVINE, CA 92715 159-291-01 KOVACS, LASZLO 159-301-02 MARCZ, RICHARD G 159-302-05 HERROUIN, MARC 04-010 4645 E PACIFIC COAST HWY 04-010 8 CHESTERFIELD RD 04-010 PAN AMERICAN PROPERTIES LONG BEACH, CA 90804 ROLLING HILLS, CA 90274 2082 BUSINESS CENTER DR IRVINE, CA 92715 ! 159-291-03 WEATHERLY, PAUL 159-301-03 COMBEST, H E BUDDY TR 159-302-06 HIGMAN, ANNA H 04-010 7622 TALBERT AVE 04-010 900 SARASOTA CENTER BLVD 04-010 P 0 BOX 545 HUNTINGTON BEACH, CA 92648 SARASOTA, FL 34240 ROSEMEAD, CA 91770 159-291-07 CITY OF HUNTINGTON BEACH 159-301-04 ORIGINAL MUSICAL 159-302-07 HIGMAN, DANIEL G 04-033 2000 MAIN ST 04-010 INSTRUMENT CO INC 04-010 P 0 BOX 545 HUNTINGTON BEACH, CA 92648 18108 REDONDO CIR ROSEMEAD, CA 91770 HUNTINGTN BCH, CA 92648 159-291-16 REDONDO-KOVACS PARTNERS 159-302-01 ASSIGAL, JOHANN 159-311-01 BRANSFORD, W JACKSON 04-033 3355 VIA LIDO SUITE 205 04-010 16530 DAISY AVE 04-012 %CLASSIC DEVELOPMENT CORP NEWPORT BEACH, CA 92663 FOUNTAIN VALLEY, CA 92708 / 17682 N MITCHELL V/ IRVINE, CA 92714 159-291-17 REDONDO-KOVACS PARTNERS 159-302-02 ASSIGAL, JOHANN 159-311-02 HUNTINGTON BEACH CO 04-033 3355 VIA LIDO SUITE 205 04-010 %HANS IMPORTS O4-013 STANDARD OIL CO OF CAL NEWPORT BEACH, CA 92663 7552 TALBERT AVE / PROPERTY TAX DIV HUNTINGTON BEACH, CA 92648 V 225 BUSH ST SAN FRANCISCO, CA 94120 AC62J301/FM CTL 0006483 05-22-91 12:02 PM 1991-92 CITY/DISTRICT PARCEL LIST PAGE 1,696 DISTRICT NUMBER: 054A HUNTINGTON BEACH CITY PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE 159-311-03 HUNTINGTON BEACH CO 159-311-10 ESPITIA, ALBERT S 159-321-07 CAMBRO DEVELOPMENT CO 04-013 STANDARD OIL CO OF CAL 04-013 18761 HUNTINGTON ST 04-001 CAMPBELL, WILLIAM P `/% PROPERTY TAX DIV / HUNTINGTN BCH, CA 92648 P 0 BOX 2000 225 BUSH ST ✓ HUNTINGTN BCH, CA 92647 SAN FRANCISCO, CA 94120 159-311-04 HUNTINGTON BEACH CO 159-311-11 BRUNO, JOE TR 159-321-10 CAMPBELL, WILLIAM P TR 04-013 2110 MAIN ST 04-013 10965 SPRUCE AVE 04-001 2103 BAYSIDE DR / HUNTINGTON BEACH, CA 92648 / BLOOMINGTON, CA 92316 ✓ CORONA DEL MAR, CA 92625 159-311-05 HUNTINGTON BEACH CO 159-321-01 CITY OF HUNTINGTON BEACH 159-321-11 CAMPBELL, WILLIAM P TR 04-013 2110 MAIN ST 04-001 P 0 BOX 190 04-001 %CAMBRO MANUFACTURING / HUNTINGTON BEACH, CA 92648 ✓ HUNTINGTON BEACH, CA 92648 7601 CLAY AVE ✓ HUNTINGTON BEACH, CA 92648 159-311-06 HUNTINGTON BEACH CO 159-321-02 CITY OF HUNTINGTON BEACH 159-321-12 HUNTINGTON BEACH CO 04-013 2110 MAIN ST 04-001 P 0 BOX 190 04-001 PROPERTY TAX DIV HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 225 BUSH ST `� SAN FRANCISCO, CA 94120 159-311-07 HUNTINGTON BEACH CO 159-321-03 CITY OF HUNTINGTON BEACH 159-321-13 CAMPBELL, WILLIAM P TR 04-013 225 BUSH ST 04-0011 P 0 BOX 190 04-001 2103 BAYSIDE DR ✓ SAN FRANCISCO 20, CA 94120 ✓ HUNTINGTON BEACH, CA 92648 CORONA DEL MAR, CA 92625 159-311-08 ESPITIA, ALBERT S 159-321-04 CITY OF HUNTINGTON BEACH 159-331-01 1981 HUNTINGTON GROUP 04-013 18761 HUNTINGTON ST 04-Og1 CITY HALL 04-001 DON CASTLEMAN HUNTINGTN BCH, CA 92648 ✓ HUNTINGTN BCH, CA 92648 10960 WILSHIRE BLVD #334 V LOS ANGELES, CA 90024 159-311-09 OLSON, RICHARD L 159-321-06 CAMPBELL, ARGYLE 159-331-02 MAH, ROBERT A TR 04-013 18811 HUNTINGTON ST #110 04-001 7601 CLAY AVE 04-001 % PATHFINDER SERVICES HUNTINGTON BEACH, CA 92648 HUNTINGTN BCH, CA 92648 1801 F PARKCOURT PL #201 v SANTA ANA, CA 92701 AC62J301/FM CTL 0006484 05-22-91 12:02 PM 1991-92 CITY/DISTRICT PARCEL LIST PAGE 1,697 DISTRICT NUMBER: 054A HUNTINGTON BEACH CITY PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE 159-331-03 MAH, ROBERT A TR 159-341-05 BEARD, NANCY L 159-341-12 NOBLES, HENRY D 04-001 % PATHFINDER SERVICES O4-001 19235 DELAWARE ST 04-001 7671 CLAY AVE 1801 F PARKCOURT PL X201 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 SANTA ANA, CA 92701 159-331-04 HEASTON, MARGARET 159-341-06 DAUGHERTY, ROBERTA 159-341-13 NOBLES, WANDA M 04-001 ELIZABETH TR 04-001 19241 DELAWARE ST 04-001 7671 CLAY AVE P 0 BOX 215 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92649 159-331-05 LESTER, KENNETH A 159-341-07 KNOEDLER, DAVID L 159-341-14 MANGERS, LINDA L 04-00�' PARMENTER, MARGO J 04-001 19245 DELAWARE ST 04-001 7661 CLAY AVE ✓ 808 TERRAINE AVE HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92647 LONG BEACH, CA 90804 159-341-01 MAGANA, CATALINE 159-341-08 CLIFFORD, MARK 159-341-15 HAYDEN, WAYNE E 04-001 P 0 BOX 135 04-001 7691 CLAY AVE 04-001 7655 CLAY AVE HUNTINGTN BCH, CA 92648 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 159-341-02 YAMIN, MIKE MAHMOUD 159-341-09 MACKO, MICHAEL E 159-341-16 TALLEY, JAMES R TR 04-001 33 GOLETA POINT DR 04-001 7685 CLAY AVE 04-001 18662 AUBURN AVE CORONA DEL MAR, CA 92625 HUNTINGTON BEACH, CA 92648 SANTA ANA, CA 92705 159-341-03 PARSONS, CHARLES F 159-341-10 DAUNT, SEAN RICHARD 159-341-17 NOTTKE, DARRELL SCOTT 04-001 19225 DELAWARE ST 04-001 7681 CLAY AVE 04-001 7641 CLAY ST HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 159-341-04 BYRAM, BLAINE 159-341-11 CHAVEZ, PATRICIA ANN 159-341-18 ROMEROSA, MACARIO 04-001 10650 KILLDEER ST NW 04-001 7675 CLAY AVE 04-001 7635 CLAY AVE COON RAPIDS, MN 55433 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 AC62J301/FM CTL 0006485 05-22-91 12:02 PM 1991-92 CITY/DISTRICT PARCEL LIST PAGE 1,698 DISTRICT NUMBER: 054A HUNTINGTON BEACH CITY PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE 159-341-19 URQUHART, ELLEN 159-351-03 A J FAAS & SONS 159-351-10 THOMAS, JAMES WARREN 04-001 P 0 BOX 408 04-013 6522 TROTTER DR 04-013 6642 TROTTER DR HUNTINGTON BEACH, CA 92648 J HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 159-341-20 BRODE, ISOBEL D 159-351-04 TSANG, SAMUEL M 0 159-351-11 STEAD, CHERYL 04-001 7625 CLAY AVE 04-013 6541 TROTTER DR 04-013 6622 TROTTER DR HUNTINGTON BEACH, CA 92648 / HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 159-341-21 CARR, ARTHUR A 159-351-05 NOLFF, WERNER 159-351-12 O'NEILL, PETER T 04-001 19246 HUNTINGTON ST 04-013 6561 TROTTER DR 04-013 6602 TROTTER DR HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92647 HUNTINGTON BEACH, CA 92648 159-341-22 GARY, TUCKER V 159-351-06 ORLANDO, RAYMOND JOHN 159-351-13 ENGLE, JAMES M 04-001 19242 HUNTINGTON ST 04-013 6571 TROTTER DR 04-013 S592 TROTTER DR HUNTINGTON BEACH, CA 92648 Y HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 159-341-23 SANTUCCI, DANNY C 159-351-07 WENDLAND, DALE A 159-351-14 BUSCHE, GENE A 04-001 602 17TH ST 04-013 6591 TROTTER DR 04-013 6572 TROTTER OR HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 / HUNTINGTON BEACH, CA 92648 V 159-341-24 WILEMAN, RONALD W 159-351-08 COOMBS, RACHELLE C TR 159-351-15 WYSOCKI, LOUIS EDWARD 04-001 19236 HUNTINGTON ST 04-013 6601 TROTTER DR 04-013 6562 TROTTER DR HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 159-341-25 DEL CROGNALE, LOUIS 159-351-09 IRVINE, TRACY 159-351-16 DE MAIO, ARTHUR J 04-001 P 0 BOX 2157 04-013 P 0 BOX 1266 04-013 6542 TROTTER DR WILMINGTON, CA 90748 SUNSET BEACH, CA 90742 ✓ HUNTINGTON BEACH, CA 92647 AC62J301/FM CTL 0006486 05-22-91 12:02 PM 1991-92 CITY/DISTRICT PARCEL LIST PAGE 1,699 DISTRICT NUMBER: 054A HUNTINGTON BEACH CITY PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE 159-351-17 FAAS, ALFRED E 159-351-27 CENTRAL PARK #15 159-352-02 BOIVIN, JOHN A 04-01,3 6522 TROTTER DR 04-013 505 PARK AVE 04-013 6671 SHIRE CIR HUNTINGTON BEACH, CA 92647 BALBOA ISLAND, CA 92662 HUNTINGTON BEACH, CA 92647 159-351-21 CENTRAL PARK #15 159-351-28 CENTRAL PARK #15 159-352-03 CRACCHIOLO, SALVATOR W 04-013 505 PARK AVE 04-013 505 PARK AVE 04-013 6691 SHIRE CIR BALBOA ISLAND, CA 92662 BALBOA ISLAND, CA 92662 HUNTINGTON BEACH, CA 92647 v 159-351-22 CENTRAL PARK #15 159-351-29 CENTRAL PARK #15 159-352-04 DAVIS, MICHAEL A 04-013 505 PARK AVE 04-013 505 PARK AVE 04-013 6711 SHIRE CIR ` BALBOA ISLAND, CA 92662 BALBOA ISLAND, CA 92662 HUNTINGTON BEACH, CA 92648 159-351-23 CENTRAL PARK #15 159-351-30 CENTRAL PARK #15 159-352-05 KUBELKA, BARTON 04-013 505 PARK AVE 04-013 505 PARK AVE 04-013 6741 SHIRE CIR BALBOA ISLAND, CA 92662 1 BALBOA ISLAND, CA 92662 HUNTINGTON BEACH, CA 92648 159-351-24 CENTRAL PARK #15 159-351-31 CENTRAL PARK #15 159-352-06 CHAPMAN, GERALD L 04-013 505 PARK AVE 04-013 505 PARK AVE 04-013 6742 SHIRE CIR BALBOA ISLAND, CA 92662 BALBOA ISLAND, CA 92662 HUNTINGTON BEACH, CA 92648 159-351-25 CENTRAL PARK #15 159-351-32 CENTRAL PARK #15 159-352-07 WATSON, GORDON M TR 04-013 505 PARK AVE 04-0 505 PARK AVE 04-013 6732 SHIRE CIR BALBOA ISLAND, CA 92662 y/ BALBOA ISLAND, CA 92662 HUNTINGTON BEACH, CA 92648 159-351-26 CENTRAL PARK #15 159-352-01 GALE, STEVEN L 159-352-08 MACKEY, JOHN D 04-013 505 PARK AVE 04-013 6651 SHIRE CIR 04-013 6712 SHIRE CIR BALBOA ISLAND, CA 92662 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 AC62J301/FM CTL 0006487 05-22-91 12:02 PM 1991-92 CITY/DISTRICT PARCEL LIST PAGE 1,700 DISTRICT NUMBER: 054A HUNTINGTON BEACH CITY PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE 159-352-09 ENG, VINCENT CHEE KEI 159-352-16 COLLINS, JACK C 159-361-02 DAMAVANDI-FARD, HOSSEIN 04-013 6692 SHIRE CIR 04-013 6731 SHETLAND CIR 04-010 42 ARBOLES HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 rj IRVINE, CA 92715 159-352-10 ALDOROTY, ROBERT 159-352-17 MANDIC, ROBERT P JR 159-361-03 SAHAKIAN, HAYRIGH 04-013 5102 GILLINGHAM CIR 04-013 1112 MAIN ST 04-0 7321 AUTOPARK DR WESTMINSTER, CA 92683 HUNTINGTON BEACH, CA 92648 7 HUNTINGTON BEACH, CA 92648 159-352-11 GURWELL, NOLL N 159-352-19 FISHER, JOHN T 159-361-04 DOWNEY, JACK 04-013 6652 SHIRE CIR 04-013 6692 SHETLAND CIR 04-010 34396 STARBOORD LANTERN HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 V/ DANA POINT, CA 92629 159-352-12 DUNCAN, SANDRA R 159-352-20 PLUNKETT, GLENN P 159-361-05 SMITH, GREGORY L TR 04-013 6661 SHETLAND CIR 04-013 6672 SHETLAND CIR 04- )O 16812 CORAL CAY HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92647 HUNTINGTON BEACH, CA 92649 159-352-13 RABOY, NOLAN D 159-352-27 FISHER, JOHN T 159-361-06 LIPPKA, MAX F 04-013 6671 SHETLAND CIR 04-013 6692 SHETLAND CIR 04-010 9161 KAHULUI DR HUNTINGTON BEACH, CA 92649 HUNTINGTON BEACH, CA 92648 / HUNTINGTON BEACH, CA 92646 159-352-14 GATTON, PHILIP N 159-352-28 HILL, GENE N 159-361-07 ROMNEY, RICHARD H SR 04-013 6691 SHETLAND CIR 04-013 6722 SHETLAND CIR 04-010 1522 FOOTHILL BLVD HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 �+' SANTA ANA, CA 92705 159-352-15 JANKOWIAK, DONALD B 159-361-01 GREENLEAF, JOHN D 159-361-08 GARRITY, WILLIAM J TR 04-013 6711 SHETLAND CIR 04-010 9767 WEARE AVE 04-0 6921 LAURELTON AVE HUNTINGTON BEACH, CA 92648 / FOUNTAIN VALLEY, CA 92708 ✓ GARDEN GROVE, CA 92645 ;7r AC62J301/FM CTL 0006488 05-22-91 12:02 PM 1991-92 CITY/DISTRICT PARCEL LIST PAGE 1,701 DISTRICT NUMBER: 054A HUNTINGTON BEACH CITY PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE 159-361-09 HENDRICKS, WILLIAM J TR 159-362-05 RICHEY, CHARLES R 159-371-06 YU, SU-CHUAN 04-010 299 HERMOSA WAY 04-010 2313 N WEATHERFORD 04-013 6842 HITCHINGPOST CIR SAN LUIS OBISPO, CA 93401 / CLAREMONT, CA 91711 HUNTINGTON BEACH, CA 92648 159-361-10 ENVIRONMENTAL DEVELOPERS 159-362-06 BROUSSARD, JAMES R 159-371-07 STILLMAN, JEROME IRWIN TR 04-010 5160 CAMPUS DR 04-0�0 7282 AUTOPARK DR 04-013 6852 HITCHINGPOST CIR NEWPORT BEACH, CA 92660 ✓ HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 159-361-11 CITY OF HUNTINGTON BEACH 159-371-01 KELLER, DUANE 159-371-08 HOLTHAUS, WARREN E 04-010 CITY HALL 04-013 6861 HITCHINGPOST CIR 04-013 6862 HITCHINGPOST CIR P 0 BOX ISO HUNTINGTON BEACH, CA 92646 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 159-362-01 ROUSSET, ROGER R 159-371-02 CHUNG, SANG 159-371-09 SENGA, HIROBUMI 04-010 %PACIFICA REALTY 04-013 6851 HITCHINGPOST CIR 04-013 6861 CORRAL CIR , % 18600 MAIN ST #140 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 V HUNTINGTON BEACH, CA 92648 159-362-02 RIEDEL, FREDERICK G 159-371-03 PARK, YOUNG RAE 159-371-10 HIRN, GREGORY G 04y 0 PACIFICA REALTY 04-013 6841 HITCHINGPOST CIR 04-013 6851 CORRAL CIR 18600 MAIN ST #140 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 159-362-03 JACOBS, WILLIAM D 159-371-04 LAYTON, PHILIP D 159-371-11 WRZESINSKI, CZESLAW 04-019' 7322 AUTOPARK DR 04-013 6821 HITCHINGPOST CIR 04-013 6841 CORRAL CIR `// HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92646 HUNTINGTON BEACH, CA 92648 159-362-04 ANNLYNN CORP 159-371-05 GILDERMAN, ALEXANDER M 159-371-12 FIFIELD, RICHARD 04-0i10 P 0 BOX 2242 04-013 6822 HITCHING POST CIR 04-013 6821 CORRAL CIR y/ HUNTINGTON BEACH, CA 92647 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92647 AC62J301/FM CTL 0006489 05-22-91 12:02 PM 1991-92 CITY/DISTRICT PARCEL LIST PAGE 1,702 DISTRICT NUMBER: 054A HUNTINGTON BEACH CITY PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE 159-371-13 CULLY, MICHAEL R 159-381-05 SMITH, WAYNE M 159-381-12 RYAN, TIMOTHY J 04-013 6826 CORRAL CIR 04-013 6772 HITCHINGPOST CIR 04-013 6762 CORRAL CIR HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 159-371-14 GALL, RANDALL C 159-381-06 REIDER, ROBERT V 159-381-13 MONES, ALBERTO A JR 04-013 6846 CORRAL CIR 04-013 6792 HITCHINGPOST CIR 04-013 6772 CORRAL CIR HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92647 HUNTINGTON BEACH, CA 92648 159-371-15 CENTRAL PARK N5 159-381-07 MACHADO, ROBERT R 159-381-14 ANKERSTAR, ALAN A 04-013 %DAHL CO 04-013 6812 HITCHINGPOST CIR 04-013 6792 CORRAL CIR 505 PARK AVE HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 BALBOA ISLAND, CA 92662 159-381-01 LEICHT, CHRIS 159-381-08 GEISSE, LAWRENCE J 159-381-15 KOLLAR, PAUL L 04-013 6811 HITCHINGPOST CIR 04-013 6811 CORRAL CIR 04-013 6812 CORRAL CIR HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92647 HUNTINGTON BEACH, CA 92648 159-381-02 PAI, AARON 159-381-09 HONG, SUNG MO 159-391-07 CENTRAL PARK N8 04-013 6781 HITCHING POST CIR 04-013 6791 CORRAL CIR 04-013 505 PARK AVE HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 BALBOA ISLAND, CA 92662 159-381-03 WALDAU, PAUL F 159-381-10 BACON, THOMAS MARK 159-391-08 CENTRAL PARK N8 04-013 6761 HITCHINGPOST CIR 04-013 6771 CORRAL CIR 04-013 505 PARK AVE HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 BALBOA ISLAND, CA 92662 159-381-04 AL-ASEER, WALLY A 159-381-11 KUTAS, ALEX TR 159-391-09 LAURANCE, EDWARD D TR 04-013 6762 HITCHINGPOST CIR 04-013 6761 CORRAL CIR 04-013 6581 SILVERSPUR LN HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92646 AC620301/FM CTL 0006490 05-22-91 12:02 PM 1991-92 CITY/DISTRICT PARCEL LIST PAGE 1,703 DISTRICT NUMBER: 054A HUNTINGTON BEACH CITY PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE 159-391-10 CENTRAL PARK #8 159-391-18 CENTRAL PARK #8 159-391-27 CENTRAL PARK #8 04-013 505 PARK AVE 04-013 505 PARK AVE 04-013 505 PARK AVE BALBOA ISLAND, CA 92662 BALBOA ISLAND, CA 92662 BALBOA ISLAND, CA 92662 v 159-391-11 CENTRAL PARK #8 159-391-19 CENTRAL PARK #8 159-391-30 CONE, GREGORY A 04'0t3 505 PARK AVE 04-013 505 PARK AVE 04-013 6621 HORSESHOE LN ✓✓ BALBOA ISLAND, CA 92662 BALBOA ISLAND, CA 92662 HUNTINGTON BEACH, CA 92648 159-391-12 D'AMBRA, DENNIS F 159-391-20 CENTRAL PARK #8 159-391-31 ZADIK, MORDEHAI 04-013 6541 SILVERSPUR LN 04-013 505 PARK AVE 04-013 6601 HORSESHOE DR HUNTINGTON BEACH, CA 92646 BALBOA ISLAND, CA 92662 HUNTINGTON BEACH, CA 92646 159-391-13 MALANOWSKI, ALEX J 159-391-23 MORA, PAUL 159-391-32 MENICHIELLO, MARTIN 04-01� 6531 SILVERSPUR DR 04-013 6562 SILVERSPUR LN 04-013 6591 HORSESHOE LN : HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92646 159-391-14 CENTRAL PARK #12 159-391-24 CENTRAL PARK #8 159-391-33 CENTRAL PARK ONE TWO 04-0J3 505 PARK AVE 04-013 505 PARK AVE 04-013 C/O THE DAHL CO v/ BALBOA ISLAND, CA 92662 BALBOA ISLAND, CA 92662 505 PARK AVE BALBOA ISLAND, CA 92662 159-391-16 MORA, PAUL 159-391-25 CENTRAL PARK #8 159-391-34 ISRAEL, STEPHEN P 04-01 6562 SILVERSPUR LN 04-013 505 PARK AVE 04-0�1�3 6561 HORSESHOE LN 1/J HUNTINGTON BEACH, CA 92648 BALBOA ISLAND, CA 92662 ✓ HUNTINGTON BEACH, CA 92648 159-391-17 CENTRAL PARK #8 159-391-26 CENTRAL PARK #8 159-391-36 BRINDLE, RONALD IRVING 04-013 505 PARK AVE 04-013 505 PARK AVE 04- 6521 SILVERSPUR LN BALBOA ISLAND, CA 92662 BALBOA ISLAND, CA 92662 HUNTINGTON BEACH, CA 92646 AC62J301/FM CTL 0006491 05-22-91 12:02 PM 1991-92 CITY/DISTRICT PARCEL LIST PAGE 1,704 DISTRICT NUMBER: 054A HUNTINGTON BEACH CITY PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE 159-391-38 CENTRAL PARK ONE TWO 159-392-01 LIAO, DANIEL 159-392-08 HOMER, RUTH B TR 04-013 C/O THE DAHL CO 04-013 18622 QUARTERHORSE LN 04-013 6692 CARRIAGE CIR 505 PARK AVE HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 ul BALBOA ISLAND, CA 92662 159-391-40 STOOPS, RILEY 159-392-02 LEE, SANG SOO 159-392-09 LONG, RICHARD W 04-013 6511 SILVERSPUR LN 04-013 18612 QUARTERHORSE LN 04-013 6681 CARRIAGE CIR HUNTINGTON BEACH, CA 92646 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 159-391-41 KOTCHNIK, KENNETH GEORGE 159-392-03 GOME, ARTHUR S 159-392-10 WETZEL, GUNTER 04-0,f3 6542 HORSESHOE LN 04-013 18602 QUARTERHORSE LN 04-013 6671 CARRIAGE CIR t/ HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 159-391-42 MEREDITH, CORY 159-392-04 PAK, CHU HUI 159-392-11 LIU, STEPHEN K 04-013 6552 HORSESHOE LN 04-013 6652 CARRIAGE CIR 04-013 6661 CARRIAGE CIR V HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 159-391-43 AGAJANIAN, DANIEL A 159-392-05 MITTERMEIER, RONALD M 159-392-12 BARLOW, DEAN A TR 04-0�3 - 6572 HORSESHOE LN 04-013 6662 CARRIAGE CIR 04-013 6651 CARRIAGE CIR �/ HUNTINGTON BEACH, CA 92646 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 159-391-45 LEO, JAMES D 159-392-06 STEVENS, CARL R 159-393-01 PACIFIC AMER OIL CO CORP 04-013 6592 HORSESHOE LN 04-013 6672 CARRIAGE CIR 04-013 SUITE 206 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92647 30110 CROWN VALLEY PKWY LAGUNA NIGUEL, CA 92677 159-391-46 ROSEN, HOWARD 159-392-07 YETURU, GOPAL REDDY 159-393-02 FJAERAN, RANDI 04-013 6622 HORSESHOE LN 04-013 6682 CARRIAGE CIR 04-013 P 0 BOX 1097 HUNTINGTON BEACH, CA 92646 HUNTINGTON BEACH, CA 92648 CARLSBAD, CA 92008 AC62J301/FM CTL 0007143 05-22-91 12:02 PM 1991-92 CITY/DISTRICT PARCEL. LIST PAGE 2,356 DISTRICT NUMBER: 054A HUNTINGTON BEACH CITY PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE 933-870-01 MEARES, GEORGE H ET AL 933-870-08 KEREZSI, ELIZABETH A 933-870-15 KALTHOFF, EDITH R 04-013 2202 W RIDGE RD 04-013 7722 ELLIS AVE 04-013 7702 BROOKWOOD DR LITTLETON, CO 80120 / HUNTINGTON BEACH, CA 92648 /' HUNTINGTON BEACH, CA 92648 933-870-02 FRYE, HENRY A TR 933-870-09 POTTER, DOUGLAS L 933-870-16 CHAI, TEH-HUNG 04-013 2010 W SAN MARCOS #133 04-013 7728 ELLIS AVE 04-013 7698 BROOKWOOD DR / SAN MARCOS, CA 92069 ✓ HUNTINGTON BEACH, CA 92646 V1 HUNTINGTON BEACH, CA 92648 933-870-03 MORINAKA, AARON S 933-870-10 EATON, ROBERT F 933-870-17 SWARTZ, DANIEL EDWARD 04-013 7688 ELLIS AVE 04-013 7732 ELLIS AVE 04-013 7692 BROOKWOOD HUNTINGTON BEACH, CA 92646 V HUNTINGTN BCH, CA 92648 / HUNTINGTON BEACH, CA 92648 / V 933-870-04 COLLINS, DON G 933-870-11 DUMONTIER, DENNIS A 933-870-18 KIM, MARTA 04-013 7936 BEACHCOMBER DR 04-013 7736 ELLIS AVE 04-013 7688 BROOKWOOD DR HUNTINGTON BEACH, CA 92648 / HUNTINGTON BEACH, CA 92648 ✓ HUNTINGTON BEACH, CA 92648 933-870-05 LAWRENCE, CHERYL A 933-870-12 HUTCHINGS, JERRALD B 933-870-19 VALDES, L G 04-013 7698 ELLIS AVE 04-013 155 W RIVERSIDE DR 04-013 7682 BROOKWOOD DR / HUNTINGTON BEACH, CA 92648 / PARKER, AZ 85344 / HUNTINGTON BEACH, CA 92648 933-870-06 TJADEN, TERRY A 933-870-13 KEPPLER, DONALD G 933-870-20 JENSEN, ANTON K N SR 04-013 7712 ELLIS AVE 04-013 5442 KENILWORTH DR 04-013 7678 BROOKWOOD DR HUNTINGTON BEACH, CA 92648 V/ HUNTINGTN BCH, CA 92649 / HUNTINGTON BEACH, CA 92648 V ✓ 933-870-07 MC WILLIAMS, NANCY D 933-870-14 LOHNES, WILLIAM J 933-870-21 HOLZER, GERHARD J 04-013 7718 ELLIS AVE 04-013 7708 BROOKWOOD DR 04-013 18527 EDGEBROOK LN / HUNTINGTON BEACH, CA 92648 �° HUNTINGTN BCH, CA 92648 ✓ HUNTINGTON BEACH, CA 92648 AC62J301/FM CTL 0007144 05-22-91 12:02 PM 1991-92 CITY/DISTRICT PARCEL LIST PAGE 2,357 DISTRICT NUMBER: 054A HUNTINGTON BEACH CITY PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE 933-870-22 ROBERTSON, THOMAS H 933-870-29 MORRISSEY, WILLIAM JOSEPH 933-870-36 COFFMAN, GARY E 04-013 18531 EDGEBROOK LN 04-01 18571 EDGEBROOK LN 04-013 18601 EDGEBROOK LN / HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 / HUNTINGTON BEACH, CA 92648 933-870-23 HAYNES, KAREN KUEKES 933-870-30 RUBEO, PATRICIA N 933-870-37 HUNTINGTON CREEK 04-013 %A-CREATIVE PROP MNGT 04-013 18577 EDGEBROOK LN 04-013 HOMEOWNERS ASSN 19400 BEACH BLVD #5-B HUNTINGTON BEACH, CA 92648 / P 0 BOX 11785 ✓ HUNTINGTON BEACH, CA 92647 ✓ ✓ SANTA ANA, CA 92711 933-870-24 HAUSER, BARBARA A 933-870-31 OLSON, LEOTA 933-870-38 BINGER, JAMES E JR 04-01,3 18541 EDGEBROOK LN 04-013 18581 EDGEBROOK LN 04-013 7711 WHITEWATER OR v HUNTINGTON BEACH, CA 92648 / HUNTINGTN BCH, CA 92648 ✓ HUNTINGTN BCH, CA 92648 933-870-25 LEFEBVRE, PAUL 933-870-32 DONNELL, MARCIA L 933-870-39 ELLIS, ALICE D 04-013 18547 EDGEBROOK LN 04-013 18587 EDGEBROOK LN 04-013 7707 WHITEWATER / HUNTINGTON BEACH, CA 92648 HUNTINGTN BCH, CA 92648 HUNTINGTON BEACH, CA 92648 933-870-26 NEWCASTLE, HELEN 933-870-33 HOLDRIDGE, SCOT M 933-870-40 THOMASON, CLAY B 04-013 18551 EDGEBROOK LN 04-012 18591 EDGEBROOK LN 04-013 7701 WHITEWATER DR HUNTINGTN BCH, CA 92648 HUNTINGTON BEACH, CA 92648 / HUNTINGTN BCH, CA 92648 933-870-27 CROWHURST, JOHN 933-870-34 DODSON, CHARLES H 933-870-41 IRIARTE, LORENZO Q 04-013 18557 EDGEBROOK LN 04-013 18595 EDGEBROOK LN 04-013 P 0 BOX 25460 HUNTINGTON BEACH, CA 92648 V HUNTINGTON BEACH, CA 92648 GMF, GUAM 96921 933-870-28 NOTTINGHAM, RAYMOND C 933-870-35 GAVNEY, JANET M 933-870-42 HANCOCK, DIANA J 04-01 676 TERRAINE AVE 04-0 3 18597 EDGEBROOK LN 04-013 7691 WHITEWATER DR LONG BEACH, CA 90814 HUNTINGTN BCH, CA 92648 / HUNTINGTON BEACH, CA 92648 AC62J301/FM CTL 0007145 05-22-91 12:02 PM 1991-92 CITY/DISTRICT PARCEL LIST PAGE 2,358 DISTRICT NUMBER: 054A HUNTINGTON BEACH CITY PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE 933-870-43 LAKE, DARREN M 933-870-50 LELCHUK, ANDREW P 933-870-57 ISOLA, GEORGE A 04-01,2 7687 WHITEWATER DR 04-0 GRISTSCHUK, VICTOR 04-013 20532 PAISLEY LN HUNTINGTON BEACH, CA 92648 7647 WHITEWATER DR ✓ HUNTINGTON BEACH, CA 92646 HUNTINGTON BEACH, CA 92648 933-870-44 POLADIAN, ARAM A TR 933-870-51 ZIMRING, RICK 933-870-58 SCHNITKER, JOSEF 04-013 8604 BLUEBIRD AVE 04-013 7645 WHITEWATER DR 04-013 7638 RAPIDS DR / FOUNTAIN VALLEY, CA 92708 HUNTINGTON BEACH, CA 92648 V1 HUNTINGTON BEACH, CA 92648 933-870-45 HOSILYK, RODNEY E TR 933-870-52 AUSTIN, CLIFFORD K 933-870-59 PETERSEN, GRACE KETRON TR 04-012 15950 MAIDSTONE ST 04-11,3 18602 CREEK LN 04-013 7642 RAPIDS DR 4 FOUNTAIN VALLEY, CA 92708 �/ HUNTINGTON BEACH, CA 92648 , j HUNTINGTON BEACH, CA 92648 933-870-46 SIMON, DEBORAH K 933-870-53 MAYBERRY, MARILYN SUE 933-870-60 HIGDON, PAULINE L TR 04-013 7667 WHITEWATER DR #41 04-013 18598 CREEK LN 04-013 7646 RAPIDS DR HUNTINGTON BEACH, CA 92648 ✓ HUNTINGTON BEACH, CA 92648 / HUNTINGTON BEACH, CA 92648 933-870-47 RAY, LUCILLE H 933-870-54 CHEN, DOMINIC C 933-870-61 GOETZEN, RICHARD E 04-013/ PASCOE, TONY G 047 5832 MIDWAY DR 04-013 7648 RAPIDS DR ,// 6181 FERNWOOD DR HUNTINGTON BEACH, CA 92648 / HUNTINGTN BCH, CA 92648 HUNTINGTON BEACH, CA 92648 ✓ 933-870-48 BOWMAN, DOROTHY TR 933-870-55 HARTOG, ALBERT J JR 933-870-62 ALTENBURGER, HEINZ 04;)3 7657 WHITEWATER DR 04-013 18592 CREEK LN 04-013 7652 RAPIDS DR / HUNTINGTON BEACH, CA 92648 % HUNTINGTN BCH, CA 92648 HUNTINGTON BEACH, CA 92648 933-870-49 SHELTON, RALPH R 933-870-56 ZEIGLER, SAMUEL B 933-870-63 DRAB, FRED M JR 04-01 9972 VOYAGER DR 04-013 7632 RAPIDS DR 04-013 7658 RAPIDS DRIVE HUNTINGTON BEACH, CA 92648 f HUNTINGTON BEACH, CA 92648 r HUNTINGTON BEACH, CA 92648 AC62J301/FM CTL 0007146 05-22-91 12:02 PM 1991-92 CITY/DISTRICT PARCEL LIST PAGE 2,359 DISTRICT NUMBER: 054A HUNTINGTON BEACH CITY PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE 933-870-64 PHINNEY, BRENT L 933-870-71 ROBERTS, JULIE ANN 933-870-78 ROBINSON, DAVID L 04-01.3 7672 RAPIDS DR 04-013 7698 RAPIDS DR 04-0-13 5 OAKDALE HUNTINGTON BEACH, CA 92648 / HUNTINGTON BEACH, CA 92648 jo; IRVINE, CA 92714 933-870-65 SMITH, CHARLES DENNIS 933-870-72 MAUGER, VICTORIA R 933-870-79 LLOYD, BARBARA S 047 7678 RAPIDS DR 04-013 7702 RAPIDS DR 04-01 7671 RAPIDS DR HUNTINGTON BEACH, CA 92648 ✓ HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 933-870— 6 RUSSELL, FLOYD L 933-870-73 DE PINTO, RONALD D 933-870-80 SHEETS, THOMAS PAUL 04-01 7682 RAPIDS DR 04-013 7704 RAPIDS DR 04-013 7641 RAPIDS DR #83 HUNTINGTN BCH, CA 92648 HUNTINGTN BCH, CA 92648 % HUNTINGTON BEACH, CA 92646 933-870-67 SCHILLMOELLER, FLORENCE 933-870-74 NAFEL, GLORIA J 933-870-81 CIACCIO, THOMAS JOSEPH TR 04-0 7688 RAPIDS DR 04-013 7706 RAPIDS DR 04-013 - 7041 MOONLIGHT CIR HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 ✓ HUNTINGTON BEACH, CA 92647 933-870-68 LIERMAN, LINDA 933-870-75 GILLESPIE, MILDRED 933-870-82 TAYLOR, DEAN 04—q43 7692 RAPIDS DR 04-013 7708 RAPIDS DR 04-013 7635 RAPIDS DR ✓/ HUNTINGTON BEACH, CA 92647 / HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 ✓ J 933-870-69 FORRESTER, THOMAS M 933-870-76 DRAGER, ROBERT S 933-870-83 FARRAN, E GEORGE TR 04-013 7694 RAPIDS DR UNIT 64 04-013 7687 RAPIDS DR 04-013 4145 STANNARD DR I/ HUNTINGTON BEACH, CA 92648 / HUNTINGTN BCH, CA 92648 / TOLEDO, OH 43613 933-870-70 SAMS, KENNETH J JR 933-870-77 KLJESTAN, SLAVKO 933-870-84 SHAKOURI, KAMRAN M 04-013 7696 RAPIDS DR 04-013 16401 MT NEWBERRY 04-0 3 7627 RAPIDS DR / HUNTINGTON BEACH, CA 92648 FOUNTAIN VALLEY, CA 92708 V/ HUNTINGTON BEACH, CA 92648 AC62J301/FM CTL 0007147 05-22-91 12:02 PM 1991-92 CITY/DISTRICT PARCEL LIST PAGE 2,360 DISTRICT NUMBER: 054A HUNTINGTON BEACH CITY PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE 933-870-85 BAIRD, MARGARET W TR 933-870-92 BENSON, KAREN J 933-871-04 THOMPSON, LYDIA I 04-0y3 7621 RAPIDS DR 04- 13 7658 BROOKWOOD DR 04-033 18312 PARKVIEW LN #203 y/ HUNTINGTON BEACH, CA 92648 ,� HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 933-870-86 ROSALES, OSCAR 933-870-93 AALBERG, PAULINE E ET AL 933-871-05 KHAMIS, ISA JEBRA 04-013 7846 CONNIE DR 04-013 7662 BROOKWOOD DR 04-033 18312 PARK VIEW LN #104 v/ HUNTINGTON BEACH, CA 92648 / HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92647 933-870-87 BROWN, RANDALL STEVEN 933-870-99 WOODMANSEE, LOIS L TR 933-871-06 SELWAY, EDITH 04-013 7652 ELLIS AVE 04-033 18312 PARKVIEW #101 04-033 18312 PARKVIEW #204 ✓ HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92647 HUNTINGTON BEACH, CA 92648 933-870-88 BROWN, ALAN R 933-871-00 UEMATSU, GENE S 933-871-07 IACOPETTI, LOUIS A 04-013 6161 MOONFIELD DR 04-033 18312 PARKVIEW LN #201 04-033 1005 ENGLAND HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 933-870-89 KOHN, ALAN R 933-871-01 CHAMBERS, PAUL G 933-871-08 BEECHWOOD, JOHN R 04-013 7662 ELLIS AVE 04-033 18312 PARKVIEW LN #102 04-033 18292 PARKVIEW LN #201 f HUNTINGTN BCH, CA 92648 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 933-870-90 WHITMIRE, NANCY J TR 933-871-02 FISHER, ACEL H 933-871-09 MUNIZ, JOE TR 04 7 3 7648 BROOKWOOD DR 04-033 185 S OLYMPIA WAY 04-033 1807 TAMAGER DR ✓/ HUNTINGTON BEACH, CA 92648 ORANGE, CA 92669 COSTA MESA, CA 92626 933-870-91 BEULIGMANN, MARIE 933-871-03 BARNES, CHARLENE ALICE 933-871-10 FULLMER, PATRICIA A O%- 13 7652 BROOKWOOD DR 04-033 17279 SANTA LUCIA ST 04-033 18292 PARKVIEW LN #202 ✓ HUNTINGTON BEACH, CA 92648 FOUNTAIN VALLEY, CA 92708 HUNTINGTON BEACH, CA 92648 AC62J301/FM CTL 0007233 05-22-91 12:02 PM 1991-92 CITY/DISTRICT PARCEL LIST PAGE 2,446 DISTRICT NUMBER: 054A HUNTINGTON BEACH CITY PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE 937-152-79 SEADE, BETTY 937-152-86 WILLIAMS, JERRY C TR 937-152-97 LU, TYZZ DWO 04-001 7812 SEAGLEN DR 04-001 25 LOS MONTEROS O4-001 7402 YELLOWTAIL #204 HUNTINGTON BEACH, CA 92648 MONARCH BEACH, CA 92677 ,/ HUNTINGTON BEACH, CA 92648 937-152-80 OUAKNINE, JOE 937-152-91 KELLY, DOROTHY M 937-152-98 DAVISON, GREGORY A 04-001 7806 SEAGLEN DR 04-001 7402 YELLOWTAIL DR #101 04-001 7402 YELLOWTAIL DR #104 HUNTINGTON BEACH, CA 92648 V HUNTINGTON BEACH, CA 92648 ✓ HUNTINGTON BEACH, CA 92648 937-152-81 SULLIVAN, JOHN THOMAS 937-152-92 COVELMAN, JOEL D 937-152-99 BRANDT, WAYNE ALDEN 04-001 7796 SEAGLEN DR #41 04-001 7402 YELLOWTAIL DR #201 04-001 7402 YELLOWTAIL DR #205 HUNTINGTON BEACH, CA 92648 / HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 937-152-82 MATILLO, EDWARD 937-152-93 MONTOYA, TONY S 937-153-00 GARDNER, JOSEPH K 04-001 7792 SEAGLEN DR 04-001 7402 YELLOWTAIL #202 04-001 7402 YELLOWTAIL DR #105 HUNTINGTON BEACH, CA 92648 ✓ HUNTINGTON BEACH, CA 92648 / HUNTINGTON BEACH, CA 92648 937-152-83 DUGGINS, ROSS W 937-152-94 HILL, DANIEL P JR 937-153-01 POZORSKI, MARK J 04-001 7786 SEAGLEN DR 04-00} 7402 YELLOWTAIL DR #102 04-001 7402 YELLOWTAIL #206 HUNTINGTON BEACH, CA 92648 / HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 937-152-84 DEY, DONALD W 937-152-95 SHUMATE, TIM P 937-153-02 SANKEY, JAMES LEE 04-001 7782 SEAGLEN DR 04-001 7402 YELLOWTAIL DR #203 04-001 7402 YELLOWTAIL DR #207 HUNTINGTON BEACH, CA 92648 _/ HUNTINGTON BEACH, CA 92648 we HUNTINGTON BEACH, CA 92648 937-152-85 ISHIDA, ELAINE H 937-152-96 FLAHERTY, BILLY HOWARD 937-153-03 WALLMAN, SANDRA R 04-001 7776 SEAGLEN DR 04-001 HARRIS, VELMA JEAN 04-001 7402 YELLOWTAIL DR #106 HUNTINGTON BEACH, CA 92648 7402 YELLOWTAIL DR #103 Vol- HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 i I AC62J301/FM CTL 0007234 05-22-91 12:02 PM 1991-92 CITY/DISTRICT PARCEL LIST PAGE 2,447 DISTRICT NUMBER: 054A HUNTINGTON BEACH CITY PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE 937-153-04 LEE, WILLIAM R 937-153-11 KEY, ARLENE C 937-153-18 BAKER, LINDA L 04-091 7402 YELLOWTAIL #208 04-001 83 FINISTERRA 04-OOy 7371 COHO DR #104 �/ HUNTINGTON BEACH, CA 92646 / IRVINE, CA 92714 ✓ HUNTINGTON BEACH, CA 92648 937-153-05 RUBY, MARTIN G TR 937-153-12 DIAMOND, LARRY JOSEPH 937-153-19 HELLER, JUDITH MAE TR 04-001 7362 YELLOWTAIL DR #101 04-001 7362 YELLOWTAIL DR #205 04-001 7371 COHO DR #105 HUNTINGTON BEACH, CA 92648 / HUNTINGTON BEACH, CA 92648 ✓ HUNTINGTON BEACH, CA 92648 937-153-06 KAMKARI, FARZIN 937-153-13 ROWE, GREGORY J 937-153-20 FRENCH, JOHN R 04-00]i 7362 YELLOWTAIL DR #201 04-001 7362 YELLOWTAIL DR #104 04- 1 1722 LAKE ST 1// HUNTINGTON BEACH, CA 92648 / HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 937-153-07 ROSALES, RUBEN S 937-153-14 TAYLOR, LAWRENCE J TR 937-153-21 DEVANEY, PATRICK 0 04-001 7362 YELLOWTAIL DR #202 04-00 21781 WINDSONG CIR 0471 8842 FRY CIR HUNTINGTON BEACH, CA 92648 J HUNTINGTON BEACH, CA 92646 HUNTINGTON BEACH, CA 92646 937-153-08 STELLATO, VIRGINIA C 937-153-15 TRUXAW, JOSEPH G 937-153-22 MOYER, JOHN I JR 04-001 7362 YELLOWTAIL DR #102 04-O 4 8555 WHITEFISH CIR 04-OQ1 7371 COHO DR UNIT 108 / HUNTINGTON BEACH, CA 92648 �/ FOUNTAIN VALLEY, CA 92708 ,// HUNTINGTON BEACH, CA 92648 937-153-09 GEORGE, VIRGINIA ROSALIND 937-153-16 PHILLIPS, VELMA J 937-153-23 HAGGERTY, WILLIAM 04-001 TR 04-001 7371 COHO DR #102 04-0 1 7381 COHO DR #101 1/ 7362 YELLOWTAIL DR #203 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 937-153-10 MAYER, ADOLPH E 937-153-17 CORBETT, JAMES T 937-153-24 HIRATA, ALLAN A 04-OQ1 7362 YELLOWTAIL #103 04-(a01 7371 COHO DR UNIT 103 04-001 7381 COHO OR UNIT 201 r HUNTINGTON BEACH, CA 92648 V/ HUNTINGTON BEACH, CA 92648 1 HUNTINGTON BEACH, CA 92648 AC62J301/FM CTL 0007235 05-22-91 12:02 PM 1991-92 CITY/DISTRICT PARCEL LIST PAGE 2,448 DISTRICT NUMBER: 054A HUNTINGTON BEACH CITY PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE 937-153-25 MENKES, MICHAEL H 937-153-32 DONOVAN, MATTHEW A 937-153-39 FOX, GLEN A 04-00 7381 COHO DR #202 04-OOiY 7381 COHO DR #206 04-001 19351 BLUEFISH LN #204 HUNTINGTON BEACH, CA 92648 �/ HUNTINGTON BEACH, CA 92647 / HUNTINGTON BEACH, CA 92648 937-153-26 WOOD, RONDA M 937-153-33 GARRATT, FLORENCE I 937-153-40 KUZEE, MARGARET S 04-00,1 7381 COHO DR #102 04-0p1 19351 BLUEFISH LN #101 04-001 19351 BLUEFISH LN v/ HUNTINGTON BEACH, CA 92648 ,/ HUNTINGTON BEACH, CA 92648 UNIT 104 HUNTINGTON BEACH, CA 92648 937-153-27 COOK, NICHOLAS J 937-153-34 DUNCAN, KAREN M 937-153-41 ROESCH, RONALD M. 04-001 7381 COHO DR #203 04-001 19351 BLUEFISH LN #201 04-001 19351 BLUEFISH LN #205 / HUNTINGTON BEACH, CA 92648 / HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 937-153-28 ALBRIGHT, RODNEY L 937-153-35 WARNER, RANDI A 937-153-42 SWANSTROM, RUTH E 04-001 7381 COHO DR #103 04-001 19351 BLUEFISH LN #202 04-001 19351 BLUEFISH LN #105 HUNTINGTON BEACH, CA 92648 _/ HUNTINGTON BEACH, CA 92648 / HUNTINGTON BEACH, CA 92647 v ✓ 937-153-29 WATERHOUSE, JAMES C 937-153-36 GRAY, MATTHEW J JR 937-153-43 KRISTOL, JEFF 04-001 7381 COHO DR UNIT 204 04-0 1 19351 BLUEFISH LN #102 04-001 19351 BLUEFISH LN #206 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 ✓ HUNTINGTON BEACH, CA 92648 937-153-30 BRAY, HORACE A IV 937-153-37 SADLER, DANIEL W 937-153-44 MC NEILL, LAWRENCE J 04-�0/01 12681 CRENSHAW BLVD 04-001 19351 BLUEFISH LANE #203 04- 1 19351 BLUEFISH LN #207 V HAWTHORNE, CA 90250 / HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 937-153-31 ADAIR, BRIAN L 937-153-38 KASHEFINEJAD, DJAVAD 937-153-45 MC INTOSH, PEGGY KERR 04-0q1 7381 COHO DR #104 04-001 19351 BLUEFISH LN #103 04-0 1 19351 BLUEFISH LN #106 `// HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 AC62J301/FM CTL 0007236 05-22-91 12:02 PM 1991-92 CITY/DISTRICT PARCEL LIST PAGE 2,449 DISTRICT NUMBER: 054A HUNTINGTON BEACH CITY PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE 937-153-46 COLLINS, HERBERT F 937-153-53 BAXTER, SANDRA L 937-153-60 LESLIE, LOIS A 04-001 19351 BLUEFISH LN #208 04-001 19352 BLUEFISH LN #204 04-001 19352 BLUEFISH LN #208 HUNTINGTON BEACH, CA 92648 / HUNTINGTON BEACH, CA 92648 ✓ HUNTINGTON BEACH, CA 92648 V 937-153-47 KRUEGER, ANN L 937-153-54 GALVAN, JOE E 937-153-61 BURKET, GARY W 04-001 2130 MAIN ST SUITE 130 04-001 19352 BLUEFISH LN #104 04-001 7442 COHO DR #101 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 ,/ HUNTINGTON BEACH, CA 92648 J 937-153-48 FIFER, RONALD G 937-153-55 RYAN, JEANETTE E 937-153-62 MC CARTY, WILLIAM J 04-001 19352 BLUEFISH LN #201 04-001 19352 BLUEFISH LN #205 04-001 7442 COHO DR #102 / HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 ✓ HUNTINGTON BEACH, CA 92648 937-153-49 PRUNTY, GARY R 937-153-56 RULLO, THERESA A 937-153-63 COWEN, DAVID S 04-001 19352 BLUEFISH LN #202 04-001 TVORIK, STEPHEN J 04-001 7442 COHO DR #103 HUNTINGTON BEACH, CA 92648 19352 BLUEFISH LN #105 ✓ HUNTINGTON BEACH, CA 92648 ✓ vi HUNTINGTON BEACH, CA 92648 937-153-50 GOODMAN, SHIRLEY 937-153-57 FRECH, BOBBIE J 937-153-64 JOHNSON, LEONARD J 04-001 19352 BLUEFISH 04-001 19352 BLUEFISH LN #206 04-00,1 7442 COHO DR #104 NO. 102 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 ✓ 937-153-51 KAUFMAN, JERRY S 937-153-58 MILLIKAN, JEFFREY MARK 937-153-65 SUMMERS, MURIEL Y TR 04-001 19352 BLUEFISH LN #203 04-001 19352 BLUEFISH LN 04-001 7442 COHO DR #105 HUNTINGTON BEACH, CA 92648 / HUNTINGTON BEACH, CA 92648 ✓ HUNTINGTON BEACH, CA 92648 937-153-52 MARTIN, MARY M 937-153-59 BARTON, JEFFREY S 937-153-66 WINSCOTT, J DAVID 04-0fJ1 19352 BLUEFISH LN #103 04-001 19352 BLUEFISH LN #106 04-00 7442 COHO DR #106 J HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 AC62J301/FM CTL 0007237 05-22-91 12:02 PM 1991-92 CITY/DISTRICT PARCEL LIST PAGE 2,450 DISTRICT NUMBER: 054A HUNTINGTON BEACH CITY PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE 937-153-67 ROHDE, KENNETH J 937-153-74 MURPHY, PAUL K 937-153-81 RAVER, LISA F 04-001 7442 COHO DR 04-001 19431 RANCH LN #102 04-00 19431 RANCH LN / HUNTINGTON BEACH, CA 92648 ,/ HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 937-153-68 CRONKHITE, CLYDE L 937-153-75 BLAKE, ROBERT E 937-153-82 SHARP, ROY F 04;pb1 7442 COHO DR #108 04-00,1 19431 RANCH LN #103 04-00 19431 RANCH LN #110 HUNTINGTON BEACH, CA 92648 ✓ HUNTINGTON BEACH, CA 92648 7 HUNTINGTON BEACH, CA 92648 937-153-69 COWAN, GLORIA T 937-153-76 MULHOLLAND, GERALD M 937-153-83 HOFFMEISTER, EDWARD J 04-0q1 7442 COHO DR #109 04-001 9922 CONSTITUTION DR 04- 1 19431 RANCH LN #111 HUNTINGTON BEACH, CA 92648 ` HUNTINGTON BEACH, CA 92646 HUNTINGTON BEACH, CA 92648 937-153-70 EDWARDS, ROBY L 937-153-77 WILLIAMS, FRANK JAMES 937-153-84 ROZEN, GORDON R 04-091 7442 COHO DR #110 04-001 19431 RANCH LN #105 04-001 19431 RANCH LN #112 V/ HUNTINGTON BEACH, CA 92648 ✓ HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 937-153-71 MORTON, LINDA C 937-153-78 VANDERPOOL, ALAN W 937-153-85 MONROE, MARTHA A 04-001 7442 COHO DR #111 04-001 . 19431 RANCH LN #106 04-001 7401 SEA BLUFF DR #101 J HUNTINGTON BEACH, CA 92648 / HUNTINGTON BEACH, CA 92648 ✓ HUNTINGTON BEACH, CA 92648 937-153-72 YOON, KANGRO 937-153-79 HARTMAN, DONALD J 937-153-86 KUHN, GARY D 04-001 7442 COHO DR #112 04-001 19431 RANCH LN #107 04-001 7401 SEABLUFF #102 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 ,/ HUNTINGTON BEACH, CA 92648 937-153-73 GORDON, HARRY A 937-153-80 WARD, RAYMOND E 937-153-87 DEANGELIS, MARILYN A 04-0 1 19431 RANCH LN #101 04-00 19431 RANCH LN #108 04-00 7401 SEABLUFF DR #103 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 AC62J301/FM CTL 0007238 05-22-91 12:02 PM 1991-92 CITY/DISTRICT PARCEL LIST PAGE 2,451 DISTRICT NUMBER: 054A HUNTINGTON BEACH CITY PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE 937-153-88 YAMAMOTO, ROBERT MICHAEL 937-153-95 EIDE, DONALD V 937-154-02 PERKINS, GERALDINE 04-001 7787 RIVER LANDING DR 04-001 7401 SEA BLUFF DR #111 04-001 % BLANCHARD, LES J SACRAMENTO, CA 95831 HUNTINGTON BEACH, CA 92648 / 7402 COHO DR #106 �/ ✓ HUNTINGTON BEACH, CA 92647 937-153-89 STEPHENS, DON G 937-153-96 GASPAR, ALFRED L 937-154-03 HOOD, THOMAS WILLIAM 04-001, 7401 SEABLUFF DR #105 04-001 7401 SEABLUFF DR #112 04-001 7402 COHO DR #107 \// HUNTINGTON BEACH, CA 92648 / HUNTINGTON BEACH, CA 92648 / HUNTINGTON BEACH, CA 92648 937-153-90 HUSKINS, PATRICIA 937-153-97 ZEIDENBERG, PHILLIP 937-154-04 LORETO, PAUL D 04-001, 7401 SEA BLUFF DR 04-001 7402 COHO UNIT 101 04-001 7402 COHO DR #108 ✓/ HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 ✓ HUNTINGTON BEACH, CA 92648 937-153-91 PICKETT, FRANK A 937-153-98 GIACOPPE, GEORGE N 937-154-05 COPELIN, EDMOND G 04-001 7401 SEA BLUFF DR #107 04-001 7402 COHO DR #102 04-Og1 7402 COHO DR #109 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 1/ HUNTINGTON BEACH, CA 92648 937-153-92 KIETZMAN, VIOLA M TR 937-153-99 HAYSOM, JEFFREY M 937-154-06 YUNEK, WILLIAM S 04-001 7401 SEABLUFF DR #108 04-001 7402 COHO DR #103 04-001 7402 COHO DR #110 HUNTINGTON BEACH, CA 92648 V j HUNTINGTON BEACH, CA 92648 v/ HUNTINGTON BEACH, CA 92648 937-153-93 ISHIKAWA, H STANLEY 937-154-00 MISKO, TIMOTHY A 937-154-07 STEEGE, DOROTHY A 04-001 7401 SEA BLUFF DR #109 04-001 7402 COHO DR #104 04-001 7402 COHO DR #111 ` HUNTINGTON BEACH, CA 92648 ✓ HUNTINGTON BEACH, CA 92648 j HUNTINGTON BEACH, CA 92648 937-153-94 DOSS, RICHARD W TR 937-154-01 WORK, ELINOR KAY 937-154-08 LOFE, ROBERT J 04-7 7401 SEA BLUFF DR #110 04-091 7402 COHO DR #105 04-OQ1 7402 COHO DR #112 HUNTINGTON BEACH, CA 92648 V/ HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 AC62J301/FM CTL 0007257 05-22-91 12:02 PM 1991-92 CITY/DISTRICT PARCEL LIST PAGE 2,470 DISTRICT NUMBER: 054A HUNTINGTON BEACH CITY PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE 937-158-03 KALDE, BRIAN J 937-158-15 BEACH RESORTS INC 937-158-22 LUBLINER, GARY 04-007 LI, CARL 04-001 C/O CALIF RESORTS INC 04-001 1000 PACIFIC COAST HY #8 160 KAIWIKI RD 222-5TH ST HUNTINGTON BEACH, CA 92648 HILO, HI 96720 HUNTINGTON BEACH, CA 92648 937-158-04 SHAFFER, ROBERT K 937-158-16 BEACH RESORTS INC 937-158-23 GATI, URI 04-007 625 ESPLANADE #24 04-001 C/O CALIF RESORTS INC 04-001 UNIT 6 REDONDO BEACH, CA 90277 222-5TH ST 606 LAKE ST HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92649 937-158-05 BANK, SECURITY PACIFIC 937-158-17 CERNI, STEPHEN V 937-160-12 STAPENHORST, MARGARET M 04-007 NATIONAL TR FOR SEASONDCO 04-001 1000 PACIFIC COAST HWY #3 04-001 7351 COHO DR #202 333 S BEAUDRY AVE 24TH FL HUNTINGTON BEACH, CA 92648 ✓ HUNTINGTON BEACH, CA 92648 LOS ANGELES, CA 90017 937-158-06 DERDERIAN, VERONICA Y 937-158-18 BEACH RESORTS INC 937-160-13 CHESHIRE, MCKINLEY 04-007 6600 WARNER AVE UN 253 04-001 C/O CALIF RESORTS INC 04-001 7351 COHO DR #201 HUNTINGTON BEACH, CA 92647 222-5TH ST ✓ HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 937-158-07 SCOTT, TRACY 937-158-19 NABOR, FIDEL J 937-160-14 PHUKOP, MELVIN S TR 04-007 6600 WARNER AVE #254 04-001 1000 PACIFIC COAST HWY #5 04-001 P 0 BOX 4792 HUNTINGTON BEACH, CA 92647 HUNTINGTON BEACH, CA 92648 ✓ PALM DESERT, CA 92261 937-158-08 BROOKS, NANCY L 937-158-20 BEACH RESORTS INC 937-160-15 BUDDECKE, DAVID P 04-007 6600 WARNER AVE #255 04-001 C/O CALIF RESORTS INC 04-001 7351 COHO DR #203 HUNTINGTON BEACH, CA 92647 222-5TH ST HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 937-158-09 SUGITA, HAJIME 937-158-21 BEACH RESORTS INC 937-160-16 HAYES, RICHARD L 04-007 6600 WARNER #256 04-001 C/O CALIF RESORTS INC 04-001 7351 COHO DR #102 HUNTINGTON BEACH, CA 92648 222-5TH ST ✓ HUNTINGTON BEACH, CA 92548 HUNTINGTON BEACH, CA 92648 AC62J301/FM CTL 0007258 05-22-91 12:02 PM 1991-92 CITY/DISTRICT PARCEL LIST PAGE 2,471 DISTRICT NUMBER: 054A HUNTINGTON BEACH CITY PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE 937-160-17 ROBERSON, MELVIN E 937-160-24 DRAKE, JOHN D 937-160-31 ROUSSEAU, STEVEN R 0471 7351 COHO DR #204 04-001 7351 COHO DR #106 04-001 7322 YELLOWTAIL DR #204 HUNTINGTON BEACH, CA 92648 ✓ HUNTINGTON BEACH, CA 92648 ✓ HUNTINGTON BEACH, CA 92648 937-160-18 PANSINI, EMIL 937-160-25 LIVINGSTONE, TINA 937-160-32 KIM, YOOBONG 04-001 15 MONTE CARLO 04-001 7351 COHO DR #207 04-001 7322 YELLOWTAIL DR #103 IRVINE, CA 92714 / HUNTINGTON BEACH, CA 92648 / HUNTINGTON BEACH, CA 92648 937-160-19 DI IANNI, JOSEPH G JR 937-160-26 THOMSON, SANDRA K 937-160-33 ETS-HOKIN, DIANE BEDWELL j 04-001 25541 LOGENBERRY LN 04-0 7322 YELLOWTAIL DR #202 04-001 7322 YELLOWTAIL DR #206 EL TORO, CA 92630 HUNTINGTON BEACH, CA 92648 V/ HUNTINGTON BEACH, CA 92648 937-160-20 WALLACE, DOROTHY C TR 937-160-27 TRAINER, BEN A 937-160-34 MARTIN, JOHN B 04-001 7351 COHO DR #104 04-001 2364 3RD ST 04-00 7322 YELLOWTAIL DR #104 HUNTINGTON BEACH, CA 92648 f SAN FRANCISCO, CA 94107 HUNTINGTON BEACH, CA 92648 937-160-21 LIEN, TIMOTHY W 937-160-28 FOSTER, JOHN THOMAS SR 937-160-35 ANDERSON, WILLIS A TR 04-001 20411 DENSMORE LN 04-001 7322 YELLOWTAIL DR #101 04-00y 22802 DOMINITA RD � v HUNTINGTON BEACH, CA 92646 HUNTINGTON BEACH, CA 92648 -/ LAGUNA NIGUEL, CA 92677 V/ 937-160-22 MADANI, ABOLGHASSEM 937-160-29 LAMAH, CHARLES 937-160-36 MITCHELL, ROYCE W 0471 7351 COHO DR #105 04-001 7322 YELLOWTAIL #203 04-091 FERNANDEZ, RICHARD HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 v/ 7341 COHO #101 HUNTINGTON BEACH, CA 92648 937-160-23 CHOMIK, CAROLE J 937-160-30 CHOE, SANG H 937-160-37 ERNST, EUGENE H 04-001 7351 COHO DR #208 04-001 5324 W BLOOMFIELD RD 04-001 7341 COHO OR #102 / HUNTINGTON BEACH, CA 92648 GLENDALE, AZ 85304 ✓ HUNTINGTON BEACH, CA 92648 AC62J301/FM CTL 0007259 05-22-91 12:02 PM 1991-92 CITY/DISTRICT PARCEL LIST PAGE 2,472 DISTRICT NUMBER: 054A HUNTINGTON BEACH CITY PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE 937-160-38 BRINKER, TYLER TR 937-160-45 SHORTRIDGE, CHARLES TR 937-160-52 PRYER, MARSHA J 04- 1 8122 WADEBRIDGE CIR 04-00,1 19761 DEEP HARBOR DR 04-001 26946 FORTROSE / HUNTINGTON BEACH, CA 92646 ✓ HUNTINGTON BEACH, CA 92648 ✓ MISSION VIEJO, CA 92691 937-160-39 DRISKILL, RICHARD 937-160-46 MUSCOVICH, BETTIE L TR 937-160-53 KITAGAWA, JO ANN M 04- 1 TERRENCE 04-001 7302 YELLOWTAIL DR #101 04-001 7302 YELLOW TAIL DR #205 CREATIVE PROPERTY MGNT ✓ HUNTINGTON BEACH, CA 92648 ✓ HUNTINGTON BEACH, CA 92648 19400 BEACH BLVD #5B HUNTINGTON BEACH, CA 92647 937-160-40 MAHOOD, HEATHER A 937-160-47 SEWALL, MARTIN 937-160-54 SANDBERG, BRAD 04-001 7341 COHO OR #105 04-001 7302 YELLOWTAIL DR #203 04-001_ 7282 YELLOWTAIL DR #202 ✓ HUNTINGTON BEACH, CA 92648 ` HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 937-160-41 NAGAOKA,TOSHIHIKO 937-160-48 MAYEAUX, MICHAEL G 937-160-55 HUFF, FRANK A 04-001 7341 COHO DR #106 04-001 7302 YELLOWTAIL DR #102 04-00 y 7282 YELLOWTAIL DR #201 HUNTINGTON BEACH, CA 92647 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 937-160-42 ABRAHAMIAN, SHEILA 937-160-49 LORENZ, KENI E 937-160-56 GONZALEZ, MARIA R 04-001 7341 COHO DR #107 04-00.1 7302 YELLOWTAIL DR #204 04-001 7282 YELLOWTAIL DR #101 J HUNTINGTON BEACH, CA 92648 / HUNTINGTON BEACH, CA 92648 / HUNTINGTON BEACH, CA 92648 V ✓ 1� 937-160-43 STEPHENS, WILLIAM D 937-160-50 KIMES, JOHN J TR 937-160-57 ELLISON, SETH MICHAEL 04-001 7341 COHO OR #108 04-00 13191 CONTESSA 04:7 7282 YELLOWTAIL DR #203 ` HUNTINGTON BEACH, CA 92648 TUSTIN, CA 92680 / HUNTINGTON BEACH, CA 92648 ✓ I 937-160-44 JOHNSON, DOROTHY MARIAN 937-160-S1 NELSON, MICHAEL D 937-160-58 LUCAS, VICKI LYNN 04-00 7302 YELLOWTAIL #202 04101 7302 YELLOWTAIL DR #206 04-0g1 7282 YELLOWTAIL OR #102 7/ HUNTINGTON BEACH, CA 92648 J HUNTINGTON BEACH, CA 92648 / HUNTINGTON BEACH, CA 92648 AC62J301/FM CTL 0007260 05-22-91 12:02 PM 1991-92 CITY/DISTRICT PARCEL LIST PAGE 2,473 DISTRICT NUMBER: 054A HUNTINGTON BEACH CITY PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE 937-160-59 GRAHAM, DAVID E 937-160-66 LIAMZON, MA CORAZON M 937-160-73 STREET, GERARD T 04-001 7282 YELLOWTAIL DR #204 04-001 7331 COHO DR #103 04-001 7321 COHO DR #201 HUNTINGTON BEACH, CA 92648 1/ HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 937-160-60 FECHTER, JOHN TR 937-160-67 SCHOEN, PAUL DOUGLAS 937-160-74 KIM, AUDRIE 04-00y 7282 YELLOWTAIL DR #103 04-001 7331 COHO DR #104 04-001 LEE, JAMES S HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 7321 COHO DR #101 HUNTINGTON BEACH, CA 92648 937-160-61 JAVARDIAN, ANDRE 937-160-68 SENNETT, SIW R 937-160-75 CALGI, DOLORES 04-001 7282 YELLOWTAIL DR #206 04-001 7331 COHO DR #105 04-020 7321 COHO DR #203 / HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92649 `// HUNTINGTON BEACH, CA 92648 937-160-62 DONNELLY, JOHN W 937-160-69 DE KOKER, DAVID 937-160-76 SCHEFFLER, JOHN E TR 04-4Q1 7282 YELLOWTAIL DR #104 04-001 P 0 BOX 7084 04-001, 22152 CAPISTRANO LN / HUNTINGTON BEACH, CA 92648 / HUNTINGTON BEACH, CA 92615 le-11 HUNTINGTON BEACH, CA 92646 937-160-63 MORRIS, RICHARD L 937-160-70 CONWAY, BECKY TR 937-160-77 MOORE, TYRA B 04-001 7282 YELLOWTAIL DR #205 04-001 4728 BIRCHWOOD CIR 04-001 7321 COHO DR #204 HUNTINGTON BEACH, CA 92648 ✓ CARLSBAD, CA 92008 HUNTINGTON BEACH, CA 92648 937-160-64 HARDER, DORIS E 937-160-71 SHIRLEY, JAMES R 937-160-78 PLUMMER, LINDA L 04-001 7331 COHO DR #101 04-001 7331 COHO DR #108 04-OQ1 7321 COHO DR #103 ✓ HUNTINGTON BEACH, CA 92648 ,/ HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 937-160-65 WINE, JAN 937-160-72 BRAHMS, DAVID M 937-160-79 GIANNONE, TERRENCE J 04-001 7331 COHO DR #102 04-001 7321 COHO DR #202 071 7321 COHO DR #206 J HUNTINGTON BEACH, CA 92648 ✓ HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92848 AC62J301/FM CTL 0007261 05-22-91 12:02 PM 1991-92 CITY/DISTRICT PARCEL LIST PAGE 2,474 DISTRICT NUMBER: 054A HUNTINGTON BEACH CITY PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE 937-160-80 MERLES, SELMA J 937-160-92 BAXTER, ELMAR JOHN TR 937-160-99 CREASON, JAMES R 04-00 852 SANTIAGO RD 04-001 7492 SEABLUFF DR #112 04-001 19502 RANCH LN #101 v/ COSTA MESA, CA 92626 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 937-160-81 SIMMONS, KATHLEEN D 937-160-93 COUGHRAN, HERBERT J 937-161-00 RUTKIN, KERRY W 04-001 27403 HYATT CT 04-001 7492 SEA BLUFF DR #101 04-001 19502 RANCH LN #102 LAGUNA NIGUEL, CA 92656 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 937-160-87 BEARD, GARY BRUCE 937-160-94 PAULSON, PATRICK D 937-161-01 MAY, SHELLIE J 04-001 7492 SEABLUFF DR #107 04-001 7492 SEA BLUFF DR #102 04-001 19502 RANCH LN #103 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 937-160-88 ALBERTS, LESLIE G 937-160-95 QUESENBERRY, JAMES T 937-161-02 PASTORE, RICHARD A 04-001 7492 SEABLUFF DR #108 04-001 7492 SEA BLUFF DR #103 04-001 19502 RANCH LN #104 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 937-160-89 GREENBERG, ALVIN 937-160-96 HOLECHEK, JAMES R 937-181-03 BIVENS, RUSSELL L TR 04-001 7492 SEABLUFF DR #109 04-001 7492 SEA BLUFF DR #104 04-001 19502 RANCH LN #105 HUNTINGTON BEACH, CA 92648 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HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 % HUNTINGTON BEACH, CA 92648 937-161-54 GOETSCH, AUDRE M TR 937-161-61 TURNBULL, KENNETH J 937-161-72 SINGER, CARLA M 04-001 19451 POMPANO LN #103 04-001 19451 POMPANO LN #110 04-001 7311 COHO DR #102 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 937-161-55 HO, CHANG JUI A 937-161-62 MEYER, RICHARD J TR 937-161-73 JONES, CURTIS D 04-001 19451 POMPANO LN #104 04-001 MEYER, RICHARD J 04-001 7311 COHO DR #204 HUNTINGTON BEACH, CA 92648 19451 POMPANO LN #111 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 937-161-56 BECK, CHERIE L 937-161-63 SIMPSON, HOWARD N 937-161-74 EINHORN, ANDREW R 04-001 19451 POMPANO LN #105 04-001 19451 POMPANO LN #112 04-001 7311 COHO DR #103 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 V HUNTINGTON BEACH, CA 92648 937-161-57 HORNBERGER, LEON B 937-161-68 DORTENZIO, RALPH T 937-161-75 RASMUSSEN, NEIL 04-001 194S1 POMPANO LN #106 04-001 7311 COHO DR #202 04-001 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MAGDALENE SCHULER TR 04-001 7262 YELLOWTAIL DR #203 04-001 7291 COHO DR #101 7281 COHO DR # 103 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 AC62J301/FM CTL 0007286 05-22-91 12:02 PM 1991-92 CITY/DISTRICT PARCEL LIST PAGE 2,479 DISTRICT NUMBER: 054A HUNTINGTON BEACH CITY PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE 937-161-99 SUSAC, KRISTINA ANNE 937-163-00 MOSES, HERBERT D 937-163-07 HERRICK, LINDA M 04-001 7291 COHO DR #102 04-001 19431 SUNRAY LN #202 04-001 19431 SUNRAY LN #206 ✓ HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 937-162-00 UNDERWOOD, MARY L 937-163-01 PITT, PATRICIA A 937-163-08 RYAN, LISA M 04-001 7291 COHO DR #103 04-001 19431 SUNRAY LN #201 04-001 19431 SUNRAY LN #104 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 937-162-01 GIRARD, ETHEL ARLINE 937-163-02 MIDDLETON, TERI M 937-163-09 HUGHES, WENDY S 04-001 7291 COHO DR #104 04-001 19431 SUNRAY LN #101 04-001 6164 PEPPERWOOD ✓ HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 LAKEWOOD, CA 90712 937-162-02 REID, TIMOTHY R 937-163-03 BONETT, DEBBIE 937-163-10 DE MARR, JOHN A 04-001 ABEYTA, MANUEL D 04-001 19431 SUNRAY LN #203 04-001 P 0 BOX 2700 7291 COHO DR #105 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92647 HUNTINGTON BEACH, CA 92648 937-162-03 THEER, RICHARD E 937-163-04 WUERTH, ELLEN C 937-163-11 MENCHINI, JOSEPH J 04-001 7291 COHO DR #106 04-001 19431 SUNRAY LN #102 04-001 19401 SUNRAY LN #201 / HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 v 937-162-04 RAZNICK, STEPHEN A 937-163-05 RIGHTMIRE, ROBIN ADDISON 937-163-12 MORELAND, TERRI DIANE 04-001 7291 COHO DR #107 04-001 II 04-001 19401 SUNRAY LN #101 HUNTINGTON BEACH, CA 92648 19431 SUNRAY LN #204 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 937-162-05 SUGRANES, MARIA R 937-163-06 WILLIAMS, JOY C 937-163-13 JOHNSTON, DON G 04-001, 7291 COHO DR #108 04-001 19431 SUNRAY LN #103 04-001 12811 REDHILL AVE (_// HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 TUSTIN, CA 92680 AC62J301/FM CTL 0007288 05-22-91 12:02 PM 1991-92 CITY/DISTRICT PARCEL LIST PAGE 2,501 DISTRICT NUMBER: 054A HUNTINGTON BEACH CITY PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE 937-300-06 MRAZ, ROBERT CHARLES 937-300-13 CHAPMAN, DENNIS R 937-300-20 ELSTER, KEVIN 04-007 4452 SHOREBIRD DR 04-007 4490 SHOREBIRD DR 04-007 16475 SEAVIEW LN HUNTINGTON BEACH, CA 92649 HUNTINGTON BEACH, CA 92649 HUNTINGTON BEACH, CA 92649 937-300-07 DELGLEIZE, BARBARA LEIDER 937-300-14 WARBRICK, CECIL E 937-300-21 LOMBARDI, ELIZABETH R TR 04-007 4466 SHOREBIRD DR 04-007 4494 SHOREBIRD DR 04-007 16481 SEAVIEW LN HUNTINGTON BEACH, CA 92649 HUNTINGTON BEACH, CA 92649 HUNTINGTON BEACH, CA 92649 937-300-08 GAUKLER, DOROTHY 937-300-15 ALBANO, CHARLES L 937-400-01 POTTER, DOUGLAS ALLIN 04-007 4470 SHOREBIRD DR 04-007 4498 SHOREBIRD DR 04-001 8828 LAWRENCE AVE HUNTINGTON BEACH, CA 92649 HUNTINGTON BEACH, CA 92649 Ve, WESTMINSTER, CA 92683 937-300-09 MILLER, SCOTT J 937-300-16 BOZEAT, R JOHN 937-400-02 ANTHONY, TONYA 04-007 4474 SHOREBIRD LN 04-007 7320 44TH AVE SW 04-001 19235 SHORELINE LN #3 HUNTINGTON BEACH, CA 92649 SEATTLE, WA 98136 / HUNTINGTON BEACH, CA 92648 937-300-10 WILLIAMS, LAWRENCE I 937-300-17 MARTZ, JO ANNE F 937-400-03 BROWN, DAVID BROCK 04-007 4478 SHOREBIRD 04-007 16461 SEAVIEW LN #17 04-001 19235 SHORELINE LN #4 HUNTINGTON BEACH, CA 92647 HUNTINGTON BEACH, CA 92649 HUNTINGTON BEACH, CA 92648 937-300-11 PEPIN, DENIS A 937-300-18 POTECHIN, BARRY D 937-400-04 MAKIMOTO, RICHARD T TR 04-007 1201 MELODY RD 04-007 16465 SEA VIEW LN 04-001 645 S ROCKRIDGE PL LAKE FOREST, IL 60045 HUNTINGTON BEACH, CA 92649 / ANAHEIM, CA 92807 ✓ I 937-300-12 O'BRIEN, JOANNE 937-300-19 HERRERA, EVERETT JR 937-400-05 MILLER, JOHN J 04-007 4488 SHOREBIRD DR 04-007 16471 SEAVIEW LN 04-001 19235 SHORELINE LN #6 HUNTINGTON BEACH, CA 92649 HUNTINGTON BEACH, CA 92649 ✓ HUNTINGTON BEACH, CA 92648 I AC62J301/FM CTL 0007289 05-22-91 12:02 PM 1991-92 CITY/DISTRICT PARCEL LIST PAGE 2,502 DISTRICT NUMBER: 054A HUNTINGTON BEACH CITY PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE 937-400-06 MEYER, JOHN SCOTT 937-400-13 ZACKER, RONNIE 937-400-20 DUKE, NANCY HITCHMAN TR 04-001 19235 SHORELINE DR #7 04-001 19215 SHORELINE LN #6 04-00 18713 RACQUET LN 1/ HUNTINGTON BEACH, CA 92648 , HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 937-400-07 PEDERSEN, ELIZABETH J 937-400-14 HUTCHERSON, PHILLIP M 937-400-21 RANNEY, CRISTIN A 04-001 19235 SHORELINE LN #8 04-001 19215 SHORELINE LN #7 04-001 20371 DENSMORE LN HUNTINGTON BEACH, CA 92648 / HUNTINGTON BEACH, CA 92643 / HUNTINGTON BEACH, CA 92646 937-400-08 ARNDT, DAVID A 937-400-15 VENSEL, DAVID A 937-400-22 BAKER, JOHN J 04-001 19215 SHORELINE LN #1 04-001 , 19215 SHORELINE LN #8 04-001 19195 SHORELINE LN #7 / HUNTINGTON BEACH, CA 92648 ✓ HUNTINGTON BEACH, CA 92648 ✓ HUNTINGTON BEACH, CA 92648 937-400-09 WAJDA, SUZANNE M 937-400-16 SILVER, FRANCINE 937-400-23 ROWE, DANIEL A 04-001 19215 SHORELINE LN UNIT 04-001 1201 LIBERTY ST #30 04-001 19195 SHORELINE #2 EL CERRITO, CA 94530 ✓ HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 937-400-10 DE LEON, ERNESTO JR 937-400-17 CORMACK, CHERYL 937-400-24 MARKWITH, JOHN 04-001 19215 SHORELINE LN #3 04-001 19195 SHORELINE LN #2 04-001 19185 SHORELINE #1 / HUNTINGTON BEACH, CA 92648 ✓ HUNTINGTON BEACH, CA 92648 V HUNTINGTON BEACH, CA 92648 937-400-11 PARMENTIER, KEVIN C D 937-400-18 RAMIREZ, GILBERT 937-400-25 MILLER, ELDON ROY 04-001 19215 SHORELINE LN UNIT 4 04-001 1435 S VERNON ST 04- o 19185 SHORELINE LN #2 ✓% HUNTINGTON BEACH, CA 92648 / ANAHEIM, CA 92805 HUNTINGTON BEACH, CA 92648 937-400-12 LUFT, 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P 0 BOX 7232 �/ ✓ NEWPORT BEACH, CA 92660 937-400-29 ARENA, JAMES J 937-400-36 MURPHY, PAUL G 937-400-43 LIPSCOMB, PAUL J 04-001 19185 SHORELINE LN #6 04-001 19165 SHORELINE LN #5 04-001 7445 SEASTAR DR #4 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 937-400-30 BAUER, LEXIE A 937-400-37 MACKLIN, ERIC J 937-400-44 AUGHTON, SARAH A 04-001 19185 SHORELINE LN #7 04-00 19165 SHORELINE LN 04-001 7445 SEASTAR #5 HUNTINGTON BEACH, CA 92648 y/ HUNTINGTON BEACH, CA 92648 v, HUNTINGTON BEACH, CA 92648 937-400-31 ASELOVE, JONATHAN WILLIAM 937-400-38 GRENIER, RAYMOND M 937-400-45 DAHL, KEITH 04-001 19185 SHORELINE #8 04-001 19165 SHORELINE LN #7 0471 7445 SEASTAR DR #6 ✓/ HUNTINGTON BEACH, CA 92648 / HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 937-400-32 JONES, PAULA J 937-400-39 CRIPPEN, HYMAN R 937-400-46 ZERILLO, TROY 04-001 19165 SHORELINE LN #1 04-001 19165 SHORELINE #8 04-001 7445 SEASTAR DR #7 / HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 L000l, HUNTINGTON BEACH, CA 92648 937-400-33 DOBRASIN, PAUL 937-400-40 BLUMHAGEN, NANCY 937-400-47 COOK, WILLIAM H 04-001 201 12TH ST 04-001 7445 SEA STAR DR #1 04-001 7445 SEASTAR #8 f HUNTINGTON BEACH, CA 92648 ✓ HUNTINGTON BEACH, CA 92648 ✓ HUNTINGTON BEACH, CA 92648 AC62J301/FM CTL 0007291 05-22-91 12:02 PM 1991-92 CITY/DISTRICT PARCEL LIST PAGE 2,504 DISTRICT NUMBER: 054A HUNTINGTON BEACH CITY PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE 937-400-48 LANGLOIS, JAMES A 937-400-55 WESTERBECK, PAUL 937-400-62 SHEAFFER, DENISE MARIE 04-001 7415 SEASTAR DR #1 04-001 7415 SEASTAR #8 04-001 7402 SEASTAR DR #7 VHUNTINGTON BEACH, CA 92648 v"' HUNTINGTON BEACH, CA 92647 We HUNTINGTON BEACH, CA 92648 937-400-49 KLOTZ, SUSAN GAIL 937-400-56 RUSSO, JOSEPH JR 937-400-63 MAY, GARY 04-001 7415 SEASTAR DR #2 04-00 MILLER, MAXINE S 04-00 7402 SEASTAR DR #8 V HUNTINGTON BEACH, CA 92648 7402 SEASTAR #1 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 937-400-50 MINNIE, ELIZABETH ANN 937-400-57 DODD, JOHN 937-400-64 WENNERBERG, ANDREA 04-001 1747 PARK ST 04-001 7402 SEA STAR #2 04-001 7422 SEA STAR DR #1 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 / HUNTINGTON BEACH, CA 92648 937-400-51 LEONHEART, PATTI ANN 937-400-58 VINH, LILY H 937-400-65 STAMEY, SUSAN KAYE 04-001 7415 SEA STAR DR #4 04-001 7402 SEASTAR DR#3 04-001 7422 SEASTAR #2 HUNTINGTON BEACH, CA 92648 / HUNTINGTON BEACH, CA 92647 HUNTINGTON BEACH, CA 92648 937-400-52 HARTMAN, ERIC S 937-400-59 VOGAN, JOE 937-400-66 FOX, CHARLES L TR 04-001 7415 SEASTAR DR #5 04-001 P 0 BOX 341 04-001 6192 SONOMA DR ✓ HUNTINGTON BEACH, CA 92648 ✓ HUNTINGTON BEACH, CA 92648 ✓ HUNTINGTON BEACH, CA 92647 937-400-53 HALVERSON, DALE H JR 937-400-60 SAENZ, KATHRYN M 937-400-67 BRIGGS, LYNNE E 04-00 7415 SEASTAR DR #6 04-001 7402 SEASTAR LN #5 04-001 7422 SEASTAR #4 HUNTINGTON BEACH, CA 92648 ✓ HUNTINGTON BEACH, CA 92646 HUNTINGTON BEACH, CA 92648 937-400-54 MILLER, MARK A 937-400-61 LEE, PHILIP K 937-400-68 CHAPPELL, JUDITH F 04-001 7415 SEASTAR DR #7 04-001 7402 SEASTAR OR #6 04-001/ 7422 SEASTAR #5 / HUNTINGTON BEACH, CA 92648 / HUNTINGTON BEACH, CA 92648 / HUNTINGTON BEACH, CA 92648 AC62J301/FM CTL 0007292 05-22-91 12:02 PM 1991-92 CITY/DISTRICT PARCEL LIST PAGE 2,505 DISTRICT NUMBER: 054A HUNTINGTON BEACH CITY PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE 937-400-69 LEECH, CHARLES E G 937-400-76 PIRIE, JAMES S 937-400-83 HESTER, JOHN P 04-091 17442 KURT LN 04-001 19105 SHORELINE LN #5 04-001 19092 SHORELINE LN #4 ,// HUNTINGTON BEACH, CA 92647 ✓ HUNTINGTON BEACH, CA 92648 ✓ HUNTINGTON BEACH, CA 92648 937-400-70 CUPELLI, DAVID J 937-400-77 MC WILLIAMS, WILLIAM K 937-400-84 CLOUSE, DARREL 04-001 3878 HOWARD AVE 04-001 19105 SHORELINE #6 04-001 19092 SHORELINE LN #5 LOS ALAMITOS, CA 90720 / HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 937-400-71 BARRY, LESLIE A 937-400-78 JANIS, WALTER C JR 937-400-85 SCHAFFER, HAROLD M 04-001 7422 SEASTAR #8 04-001 WARD, ERIC 04-001 19092 SHORELINE LN #6 HUNTINGTON BEACH, CA 92648 19105 -7 SHORELINE LN HUNTINGTON BEACH, CA 92648 -✓ /` HUNTINGTON BEACH, CA 92648 937-400-72 HOUCK, GREGORY SCOTT 937-400-79 TURNER, SANDRA 937-400-86 WILSON, JAMES 04-001 COONEY, MICHAEL SCOTT 04-001 19105 SHORELINE #8 04-001 16403 BEAR MEADOW CIR 19105 SHORELINE #1 HUNTINGTON BEACH, CA 92648 ✓ CERRITOS, CA 90701 1� HUNTINGTON BCH, CA 92648 937-400-73 CASEY, NEILL H 937-400-80 OWEN, MATTHEW K 937-400-87 BERGMANN, CYNTHIA J 04-001 150 E 42ND ST ROOM 2703 04-001 19092-1 SHORELINE DR 04-001 19092 SHORELINE LN #8 NEW YORK, NY 10017 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 937-400-74 KNOWLES, LAURA J 937-400-81 KINTZ, JACK C 937-400-88 OGAWA,KAREN K 04-001, LAURA, J KNOWLES 04-001 16891 LARK LN 04-001 1902 OCEANPORT LN #1 v/J 19105 SHORELINE LN / HUNTINGTON BEACH, CA 92649 ✓ HUNTINGTON BEACH, CA 92648 V HUNTINGTON BEACH, CA 937 -75 MALAVASI, SHEILA MARIE 937-400-82 DENNY, PHILIP E 937-400-89 BATES, STEPHANIE J 01 19105 SHORELINE LN #4 04-001 19092 SHORELINE LN #3 04-001 19072 OCEANPORT LN UNIT 2 7 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 AC62J301/FM CTL 0007293 05-22-91 12:02 PM 1991-92 CITY/DISTRICT PARCEL LIST PAGE 2,506 DISTRICT NUMBER: 054A HUNTINGTON BEACH CITY PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE 937-400-90 ANDERSON, HANS C 937-400-97 CAREY, THOMAS E 937-401-04 BURROUGHS, NANCY F 04-00} 19072 OCEANPORT LN #3 04-001 2663 HURRICANE COVE 04-00�1 19075 / HUNTINGTON BEACH, CA 92648 / PORT HUENEME, CA 93041 �/ OCEANPORT LN UNIT 1 ✓✓ k/ HUNTINGTON BEACH, CA 92648 937-400-91 WHANG, MAXIMILIAN M 937-400-98 GONZALES, SAMUEL Z 937-401-05 KHALAF, FAIZ FRANK 04-001 6895 E GEORGETOWN CIR 04-001 19052 OCEANPORT N3 04-001 19091 NEWLAND ST ANAHEIM, CA 92807 / HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92646 Y 937-400-92 MC CREARY, LYNN H TR 937-400-99 PENLAND, PETER 937-401-06 CUSSON, GEORGE H TR 04-001 3586 OAKRIDGE DR 04-00J 19052 OCEANPORT LN N4 04-001 1000 S PALM BOUNTIFUL UT, CA 84010 / HUNTINGTON BEACH, CA 92648 / SAN GABRIEL, CA 91776 937-400-93 MILLARD, VALERIE ANN 937-401-00 DIAMOND, MYRNA DOREEN 937-401-07 MAKIMOTO, RICHARD T TR 04-001 19072 OCEANPORT LN #6 04— 1 19052 OCEANPORT LN X5 04-001 645 S ROCKRIDGE PL / HUNTINGTON BEACH, CA 92648 ,// HUNTINGTON BEACH, CA 92648 (/ ANAHEIM, CA 92807 937-400-94 FLAMM, KATHLEEN J 937-401-01 KWAK, EDWARD Y 937-401-08 STONE, RICHARD 04-001 19072 OCEANPORT #7 04-001 9204 DEL MAR DR 04-001 19075 OCEANPORT LN N5 HUNTINGTON BEACH, CA 92648 / PICO RIVERA, CA 90660 HUNTINGTON BEACH, CA 92648 937-400-95 KOESTER, MARLENE 937-401-02 BERRY, LAWRENCE H 937-401-09 KELLEHER, PETER 04-001 19072 OCEANPORT LN N8 04-001 %INSURED TRANSPORTERS O4-001 19075 OCEANPORT LN N6 ✓ HUNTINGTON BEACH, CA 92648 P 0 BOX 2006 / HUNTINGTON BEACH, CA 92648 BENICIA, CA 94510 937-400-96 DOWLAND, THOMAS W JR 937-401-03 ZIMMERMAN, GARY A 937-401-10 OFFENHAUSER, FRED C JR 04-001 16826 TIN MOUNTAIN CIR 04-001 4 WILD GOOSE CT 04-001 19075 OCEANPORT UNIT 7 ( FOUNTAIN VALLEY, CA 92708 ,/ NEWPORT BEACH, CA 92663 Vool HUNTINGTON BEACH, CA 92648 AC62J301/FM CTL 0007294 05-22-91 12:02 PM 1991-92 CITY/DISTRICT PARCEL LIST PAGE 2,507 DISTRICT NUMBER: 054A HUNTINGTON BEACH CITY PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE 937-401-11 STREITFELD, RICHARD LEE 937-401-18 JESTER, FRANK D 937-401-25 ALVAREZ, ARNOLD 04-001 19075 OCEANPORT LN #8 04-001 19112 OCEANPORT LN #7 04-00 15592 DAWSON LN / HUNTINGTON BEACH, CA 92648 / HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92647 937-401-12 BARBER, JEFFREY J 937-401-19 KRUPADZIOROW, GRACE 937-401-26 THOMAS, LISA ANN 04-001 19112 OCEANPORT LN #1 04-001 19112 OCEANPORT LN #8 04-001 19132 SHORELINE #7 / HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 / HUNTINGTON BEACH, CA 92648 937-401-13 MILES, MICHAEL S 937-401-20 MC MAHON, MICHAEL K 937-401-27 EDWARDS, DORIS V TR 04-001 UNIT 2 04-001 19132 SHORELINE LN #1 04-001 MORRISSEY, G RUSSELL 19112 OCEANPORT LN HUNTINGTON BEACH, CA 92648 / 8672 FRANCISCAN CIR HUNTINGTON BEACH, CA 92648 j HUNTINGTON BEACH, CA 92646 937-401-14 BOWERS, DEBORAH LOUISE 937-401-21 LEVINSON, RONNI D 937-401-28 HOPKINS, JAMIESON 04-001 19112 OCEAN PORT LN #3 04-001 19132 SHORELINE LN #2 04-001 19152 SHORELINE LN HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 / HUNTINGTON BEACH, CA 92648 937-401-15 LEGRIS, TIMOTHY G 937-401-22 NATALE, STEVEN G 937-401-29 GIVENS, BARBARA L 04-001 19112 OCEANPORT #4 04-001 19132 SHORELINE LN #3 04-00 19152 SHORELINE LN #2 HUNTINGTON BEACH, CA 92647 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 V 937-401-16 WOLF, JAN 937-401-23 OTTO, JAMES R 937-401-30 HOBBY, GREGG L 04-001 19112 OCEANPORT LN #5 04-001 15552 WILDPLUM 04-001 2505 ELLIS RD #4 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92647 ✓ CEDAR RAPIDS, IA 52405 937-401-17 MAY, ERIC T 937-401-24 BOGDANOFF, MARIA 937-401-31 JETTON-SALYER, DENISE 04-001 19112 OCEANPORT LN #6 04-001 2929 WAVERLY DR #318 047 19152 SHORELINE LN #4 / HUNTINGTON BEACH, CA 92648 ✓ LOS ANGELES, CA 90039 HUNTINGTON BEACH, CA 92648 AC620301/FM CTL 0007295 05-22-91 12:02 PM 1991-92 CITY/DISTRICT PARCEL LIST PAGE 2,508 DISTRICT NUMBER: 054A HUNTINGTON BEACH CITY PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE 937-401-32 JONES, BONNIE LALLY 937-401-39 SAITTA, MICHAELE 937-401-46 BARTLOW, THOMAS A 04-001 19152 SHORLINE #5 04-001 19172 SHORELINE #4 04-001 20682 QUEENSPARK LN HUNTINGTON BEACH, CA 92648 / HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92646 937-401-33 PENN, TERRY E 937-401-40 KESCHAMRUS, TOSSAPORN TR 937-401-47 GAUSTAD, MONTE J 04-001 19152 SHORELINE LN #6 04-001 19172 SHORELINE LN 04-001 JOHNSON, LEONA N HUNTINGTON BEACH, CA 92648 / UNIT 5 / 19192 SHORELINE #4 1/ HUNTINGTON BEACH, CA 92648 V HUNTINGTON BEACH, CA 92648 937-401-34 GATES, GREGORY MATHEW 937-401-41 SMITH, MERLE A 937-401-48 BATKIN, FRED H 04-001 19152 SHORELINE LN #7 04-001 3595 COURTSIDE CIR 04-00 19192 SHORELINE DR HUNTINGTON BEACH, CA 92648 / HUNTINGTON BEACH, CA 92649 HUNTINGTON BEACH, CA 92648 V 937-401-35 CAMPANELLA, DREW 937-401-42 HORTON HOLLY L 937-401-49 MORRISON, ROBERT M 04-001 19152 SHORELINE LN #8 04-001 19172 SHORELINE LN #7 047 8461 YORKTOWN V HUNTINGTON BEACH, CA 92647 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92647 937-401-38 KINTZ, JACK CARL 937-401-43 LIN, THSAI-TEN 937-401-50 HORSBURGH, SUZANNE 04-001 16891 LARK LN 04-Y00 6821 SCENIC BAY 04-091 19192 SHORELINE LN / HUNTINGTON BEACH, CA 92649 HUNTINGTON BEACH, CA 92648 1/ HUNTINGTON BEACH, CA 92648 937-401-37 GREEN MICHAEL L 937-401-44 BURWICK, DAVID 937-401-51 STRATEN, LINDA P 04-001 19172 SHORELINE #2 04-001 19192 SHORELINE #1 04-001 19192 SHORELINE LN #8 HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92648 ✓ HUNTINGTON BEACH, CA 92648 937-401-38 DEY, LELAND S 937-401-45 RICHMOND, LOIS C 937-401-52 BRYCE, KIRSTEN DAMM 047 19172 SHORELINE LN 04-001 19192 SHORELINE LN #2 04-001 7912 MOONMIST CIR HUNTINGTON BEACH, CA 92648 ✓ HUNTINGTON BEACH, CA 92648 j HUNTINGTON BEACH, CA 92648 AC62J301/FM CTL 0007296 05-22-91 12:02 PM 1991-92 CITY/DISTRICT PARCEL LIST PAGE 2,509 DISTRICT NUMBER: 054A HUNTINGTON BEACH CITY PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP PARCEL NO/ OWNERS ZIP TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE TRA NAME AND ADDRESS CODE 937-401-53 PIGATY, JOHN B 937-401-66 LIN, THSAI LIANG 937-401-73 LIN, THSAI LIANG 04-001 16705 GRAHAM PL 04-013 9081 BELCARO DR 04-013 8851 BOLIN CIR // HUNTINGTON BEACH, CA 92649 HUNTINGTON BEACH, CA 92646 HUNTINGTON BEACH, CA 92646 937-401-54 RENDER, SHERRILL S 937-401-67 LIN, THSAI LIANG 937-401-74 LIN, THSAI LIANG 04-001 19222 SHORELINE LN N3 04-013 8851 BOLIN CIR 04-013 8851 BOLIN CIR HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92646 HUNTINGTON BEACH, CA 92646 937-401-55 WILSON, RUSSELL LEE 937-401-68 LIN, THSAI LIANG 937-401-75 LIN, THSAI LIANG 04-007 19222 SHORELINE LN X4 04-013 8851 BOLIN CIR 04-013 8851 BOLIN CIR HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92646 HUNTINGTON BEACH, CA 92646 937-401-56 CALLAGHAN, AMBROSE JAMES 937-401-69 LIN, THSAI LIANG 937-401-76 LIN, THSAI LIANG 04-001 3RD 04-013 8851 BOLIN CIR 04-013 8851 BOLIN CIR 19222 SHORLINE DR k5 HUNTINGTON BEACH, CA 92646 HUNTINGTON BEACH, CA 92646 HUNTINGTON BEACH, CA 92648 937-401-57 HARLAMBAKIS, CHRISTOPHER 937-401-70 LIN, THSAI LIANG 937-401-77 LIN, THSAI LIANG 04-001 N 04-013 8851 BOLIN CIR 04-013 8851 BOLIN CIR ✓ 19222 SHORELINE DR #6 HUNTINGTON BEACH, CA 92646 HUNTINGTON BEACH, CA 92646 HUNTINGTON BEACH, CA 92648 937-401-58 GRISH, RAYMOND 937-401-71 LIN, THSAI LIANG 937-401-78 LIN, THSAI LIANG 04-001 19222 SHORELINE LN UNIT 7 04-013 8851 BOLIN CIR 04-013 8851 BOLIN CIR / HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92646 HUNTINGTON BEACH, CA 92646 937-401-59 BURRIS, MICHAEL L 937-401-72 LIN, THSAI LIANG 937-401-79 LIN, THSAI LIANG 04-001 19222 SHORELINE LN UNIT 8 04-013 8851 BOLIN CIR 04-013 8851 BOLIN CIR HUNTINGTON BEACH, CA 92648 HUNTINGTON BEACH, CA 92646 HUNTINGTON BEACH, CA 92646 NOTICE OF PUBLIC HEARING APPEAL TO THE PLANNING COMMISSION'S APPROVAL OF THE ADDENDUM TO FINAL EIR NO. 89-1/GENERAL PLAN AMENDMENT NO. 91-2/ ZONE CHANGE NO. 90-10/CODE AMENDMENT NO. 90-10 (Amend the Holly-Seacliff Master Plan and establish the Holly-Seacliff Specific Plan which contains the zoning and development standards for a portion of the Holly-Seacliff Master Plan Area) NOTICE IS HEREBY GIVEN that the Huntington Beach City Council will hold a public hearing in the Council Chamber at the Huntington Beach Civic Center, 2000 Main Street, Huntington Beach, California, on the date and at the time indicated below to receive and consider the statements of all persons who wish to be heard relative to the application described below. DATE/TIME: Monday, December 2, 1991, 7:00 PM APPLICATION NUMBER: ADDENDUM TO FINAL EIR NO. 89-1/GENERAL PLAN AMENDMENT NO. 91-2/ZONE CHANGE NO. 90-10/ CODE AMENDMENT NO. 90-10 APPLICANT: Pacific Coast Homes/ City of Huntington Beach APPELLANT;_ Community Systets. LOCATION: The Ho�1 - rea (see attached map) ZONE: Various REQUEST: General Plan Amendment: Amend the Holly-Seacliff Master Plan by shifting 7 acres of Commercial from Edwards/Garfield to Goldenwest/Garfield; shift residential density with no addition of units and permit oil production in industrial zones. Zone Change and Code Amendment: Establish the Holly-Seacliff Specific Plan which contains the zoning and development standards for 569 acres in the 780 acre Holly-Seacliff Master Plan Area. APPEAL: The appeal is based on the following reasons: 1. The City has failed to comply with the administrative procedures and requirements of the California Environmental Quality Act and the CEQA Guidelines; 2. The applications are not in compliance with the Huntington Beach General Plan adopted December, 1976 and amended through July, 1990; ell n, ' r 3 . The applications are not in compliance with the Holly-Seacliff Development Agreement by and between the City of Huntington Beach and Pacific Coast Homes ("Developer" or "Applicant") and Garfield Partners; 4 . The applications are not in compliance with General Plan Amendment No. 89-1 and Environmental Impact Report No. 89-1; 5. The Specific Plan does not comply with Section 65451 of the Government Code. ENVIRONMENTAL STATUS: The proposed project is covered by an addendum to Final EIR No. 89-1 which was certified by the City Council on January 8, 1990. COASTAL STATUS: The proposed project will result in an amendment to the City' s Local Coastal Plan. ON FILE: A copy of the proposed request is on file in the Community Development Department, 2000 Main Street, Huntington Beach, California 92648, for inspection by the public. Connie Brockway City Clerk (1458d) 1111!!1!U!U!11l1U!!1 .Ul1Ulf"'�UjJI � • •. �� iuuuum:uunum unnnnu•nnmwn •� ■riiiilimu:u— ut'!'uuli! uuum�'�iil�iu'ni ��t N�u�� 'umtnuu.uawmu nuuuunanumml ����� --� N �t l!�+uuGu � � ■■,,,,iiiiiiiiiiiii '� � muumul �� ■ Ilumullu � Illuuulot ■■ ■� t 11� ■Irlllll� ■�i Mile 11111111111111111111111111111111111111-111'" ■I / �EN ONES ■■■ C■1■� ■■ ■■ _��=�= ■■ i► �11/I/ -66 9= last InHr� '• J -�r I Connie Brockway,City Clerk City of Hur `�F Office oft t '-Lv� P.O. - ��/-27 r� C{' v ;.[t� �� I V22 31 Huntington E AF'N: 93 - -7 40 044 b/ �ZG�- John A. Aug h ton 7445 Seastar No. 5 Huntington Leach CA 92648 �Ewi �W �J6 bc- all CA, c�UNry c LEGAL NOTICE - PUB -LIC HEARING � ILL... • P.O. Box 190 v:2 A Huntington Beach,CA 92 1 sOD�i-IMS F E �UF C1 ESS APN: 1.59--263--66 Htintington Townhouse Partnership 17932 Sky Park- Blvd. ING Irvine CA 92714 C-3 Q COUNTY Ca LEGAL NOTICE - PUBLIC HEARING oeacn,ux ...................." cif ADDRWO APN: 159-264-45 o��VNTINGTOy 179tingtOnfi,Tc)nhoLjse Partnership CORPO Sk ark Blvd.- Al Irvine CA 92714 FCOUNT Y LEGAL NOTICE PUBLIC HEARING Connie Brockway,City Clerk City of Huntington Beach R Office of the City Clerk P.O. Box 190 FIRST CIL S N9V 22 3 1 S Huntington Beach,CA 92648 L I ORSUFFICIENj ADDRESS i APN: 159-264-46—��7 Huntington Tc:)wnhQctse Partnership ING 17932 Sky Park: Blvd . �NTIrvine CA 92714 COUNTY cp` LEGAL NOTICE - PUBLIC HEARING Connie Brockway,City Clerk City of Huntington Beach TLL AMi kta of the City Clerk P.O. Box 190 fL A S1 S' Huntington Beach,CA 92648 FNS(!f FOCI 4DDRES&A-1 APN s 1-59-261-02 I Huntington 'townhouse PartnershipO��pNTINGTpy 11112 Sky Park. Hlvd. =NtOR POR���o �F9 Irvine CA 92714 7. y Rf4»1900'� o cFpppNTY cP��� LEGAL NOTICE - PUBLIC HEARING -AF 'N; 159-263-61 Huntington Townhouse Partnership �%XHTINGIpy 17932 Sky Park Slvd. �%CORPORR TFC pjA� Irvine CA 92 714 35 =t-8AL NO VEABLIC HEARING..._._.,.._-- _._.:_. lilt i 1,,,I11111111111,,111 City of Hunttngiu„ooa,,- Office of the City Clerk Wo - s r P.O.Box 190 A s R S T �.�tt. t Yfi�t e� I y -'t '• _ -�; Huntington Beach,CA 92648 - %ti✓� o' C ``� ' &SoIt�«;� A+DDRE4; , ANA: 159-2.63-62 Huntington Townhouse Partnership INGTpy� 17932 Ski/ Park. Blvd. y\NCOR POR,,rfO FA� Irvine CA 92714 0 Q�� yc fe ry,1909'� �o FppUNTY �'P`\ LEGAL NOTICE - PUBLIC HEARING tt,t,,,,1,tl:,,t,►,tt,t„t,tt,,,t„Itt,:,,,t,t,I:t,t Connie Brejkway,City Clerk /aG 1 r do City of Huntington Beach 0 0,RT Office of the City Clerk AS TC0S IN 2 J1 P.O. Box 190 If 1 C L � 4M" r Huntington Beach,CA 92W CAL 11 APN: 159-264-06 Pamela Taylor 18766 Racquet Laii6 t F� Huntington Beach*,,CA 9 ig ING lull C.j 15s, FcpUNTY % LEGAL NOTICE - PUBLIC HEARING P R n Or IR T Office of the City Clerk -�ji - P.O. Box 190 WLTV22 91 f-MIST CIL Ai s A Huntington Beach, CA 92648 L C \'CA L I 72 APN: 937-161-69 ✓ Brian A. Homsy ho Dr #201 hu VjkTING CA Huntington Beach, CA A C-4 C= GFppp NTY LEGAL NOTICE - PUBLIC HEARING Office of the City Clerk P.O. Box 190 tloST C I A ZS"S M 111 L 7 1771 .1 Huntington Beach,CA 926Q CAL N: 933-87-246 FOR: Albert B. Testa r - ING fillctr 821 Happy Dr. NO. Huntington Beach C 92648 C.3 fop. W JN I CE7Z'Q UN 1A kbAL NOVft PUBLIC HEARING 11111111111 fill 111111 CcK!pie Sirockway,City Clerk '-���- _. >>_...__ _ City of Huntington Beach R.,�{_,� .� sF - Office of the City Clerk L P.O. Box190 �� ���� 4 f►r� p�� � Jt Huntington Beach,CA 92648 A �•r1 t ' r AF'N: 933-87-227 .Janet G. F'awers tt '10 4, 19472 Riverdale n I NGTpy SF4, R Hunting ton Beal c A 9,6Q8 ,*OR P044 � cppNrY ca LEGAL NOTICE - PUBLIC HEARING uty or r►untingron ccauii --- --- _ Office of the City Clerk `'`t I( 1 ' " - CLASSs P.O.Box190 �rL T 'ltft t;;J�2 �i ? ' �IJN Huntington Beach,CA 92648 ` I`" ''L \ y -7 \ �- AF'N: 937-1f�-•054 Brad Sandberg e11owtaa.1 Dr. No. 202 eJNTINGTp ���I Hun z on Beach CA 92648 `wcoaroaA?f �e- 0 li > ::>fi ,aIS ZZ MIN � yC `F4� ;��n (:.; 9 LEGAL NOTICF=YUBLIC HEMING1 --_ City of Huntington Beach F F; u U C T Office of the City Clerk � P.O. Box 190 '" :0 S T C 1 to S S �� a 9. `` Huntington Beach,CA 92648 APN: 159-361-07 v �: William J. Garrity 1522 Foothill Blvd. D/ Santa Ana, CA 92705 / INGTpy Q� Mt0RP0A�r ��( �0"0' � r ppUNTY Ca LEGAL NOTICE - PUBLIC HEARING Ilt�t��tltllt,tiilttttltttttlttlittttlttllsltttt�tll Connie Brockway,City Clerk - --- /G; c laity of Huntington Beach p S�1 r- t��7�{ Al r Office of the City Clerk P.O. Box190 '2 ST I+ � :• ek - �ntington Beach,CA 92648 - - AF'N: 159-• 63-06 Randy A. Gates _ 113691 Club Lane INGTpy Huntington Leach CA 92648-1822. Q� =MLDRP004Tf � 9 y =- = r. 7 =i-aT±=�9i- C-u�k8�;'_�i��. 1� ►1 LL—_ GATES �% S RI�=HARD=ON Ti f`=082-' 2'-:� ' ` RETURN TO SENDER 4-Lf L NOTI� PUBLIC REARING; APN: 159-263-08 Donald J. Troy 5272 A1•lstone Dr. (��NT INGTpy Huntington. Leach CA 92649 ` `NDDR►ORATE° -•i�;-i i� j.qqC! -i'�.::• y:: I'•iL.f1•.T H•r3t.s td— �� %,ri ! A 922`__ 33 \O RETURN TO SENDER LEGAL NOTICE - PUBLIC HEARING Bonnie Brockway,City Clerk Beach PI�Cs0RT ' City of Huntington �Z Office of the City Clerk P.O.Box190 FIRST CLASS MA \ - - - - Huntington Beach,CA 92648 AF N: 159-212--013 Larry H. Strasbaugh 18460 Gothard St ��HTINGTpry Huntington Beach CA 92648-1229 O� =pCORPORATfO �� .DTP.4 0;z .•', L.i�:�j:_1}•I �,}�—j1,-i -�-����._. `� 9y FU •itiARDItiL TIME *_.•.,-�.i':�i _ _ �t�t o t +��t M _VTR ASzSAUr:M �► ti''i 82c, S IC}•;LEi` i~'D r j �l o ! LIT" Oi I_F13 A z� } 9 ' = — zznoti =; �i�� 'RETURN TO SENDER ��ri _Tv_ L I L NO UBLIC I Cbnnie Brockway,City Clerk .=T == t ri-x : . • City of Huntington Beach = NJ1 91 Office of the City Clerk P.O. Box 190 CA L - Huntington Beach,CA 92648 f r — AI='N: 937-16-059 Y David E. Graham 72t32 Yellowtail Dr. No. 204 INGTpy Huntington Bearh r-.. --- - -- _MOpR►OR�/'Fa 9 9i �F4 ry,190s''� `OQ - cFcpUNTY LEGAL NOTICE - PUBLIC HEARING --- P.O. Box 190 u` Z fi WV 4^2 91 � � z Huntington Beach,CA 92648 t +� E a h�;�} t ; f �'' ,` So- '72 1� APN: 937-161-86 '� Leon L. Heimkes 728 Coho Dr # 104 NTINGT ' ` IR on Beach GA 92648=.,�"_. �0 Oyu Htm gt O� =MCORPOR1)F o y FR • ` yr ?' 9 a (' cOpNT1 CP LEGAL NOTICE - PUBLIC HEARING Id:��:�,��44����,t1lIIIiII�11tIi>> P.O.Box 190 Huntington Beach,CA 92648 AF'N: 933-67-069 Thomas M. Forrester _ ;o- -.7694 f apids Dr. No. 64 INGTpy ,6VA 'Huntington Beach CA 92648-162� _ F �- r �puNTI ca LEGAL NOTICE - PUBLIC HEARING tt:t:t::I:t,tt,,,t::It,:t:l::tt,tt::111:t,I:l:t::71t Connie Brockway,City Clerk R /Grv%+ CiV of Huntington Beach f` � � i = Office of the City Clerk P.O. Box 190 A'I�( / 7.1 '•- L A B M it Huntington Beach,CA 92648 AF•M: 933-87-244 r Teri Lynn Wigert --� -�. 7�. 1 Happy Dr. No. ���HtINGTQN / ��, untington Eseach CAt' 9_2648- °Fk F�OUNTY �'P`\ LEGAL NOTICE — PUBLIC HEARING -O f the City Clerk tvJV22 y` _ i <' ffice o t, j P.O.Box190 FIRST ASS MAID ti Huntington Beach,CA 92648 -m -� - c i f °'` - ' G\ AF•M: 933--87-240 Scott A. Borzi NTINGTQ 18071 Wakefield Lane �0 N toil i untington Beach CA4Z,,92648 o� =MCORPORA/F �L)y'✓ �= qy 'Ili-Rill, FQOUNTY cps LEGAL NOTICE — PUBLIC HEARING P yr. ,,ry �-.� :_ --:�_SOT Office of the City Clerk " ° yl , n�v�2 P.O.Box 190 FIRST CLASS = �" Huntington Beach,CA 92648 1 H - CALif. i _79 AF'M: 159-131-20 :ro w Arthur Cortez �fq 7662 Commodore Circle #I Hunting ton Beach CA 92648-1 2 INGTQy 56,E O C' - Z 15 ZZ�I�N .. LEGAL NOTICE"=PUBLIC RWING'Y. �- Connie Brockway,City Clerk City of Huntington Beach Office of the City Clerk aa � P.O. Box 190 �€ J ; 'k;11 ai Huntington Beach,CA 92648 . APN: 159-264-01 Atsushi Fujimoto p' 4-1 18746 Racquet Lane EHuntington Beach, _C+A 92648 v C= -� T"" � OQ CA f4 fir.1109.'O \�( (' pOUN TY ct�` LEGAL NOTICE - PUBLIC HEARING r.U. box 19U - _ — ' -.�o. Cuss t Huntington Beach,CA 92648 j s s fvi APN: 937-400-57 R f,� John Dodd ' •1 vF,� 402 Seastar Dr# RE�G Or R Huntington Beach, CA 9 TING Tpy�F �RN,iOp crp, _ FOy� F�o�y 7. Q Igo z •�y�F �fe_�-moo= �oQ COUNTY Ca LEGAL NOTICE - PUBLIC HEARING City of Huntington Beach r n: G n tl Office of the City Clerk � Pd yti i�,_ i P.O.Box190 i IFIST CLASS �F A(L \�CALlf S I��uE;E4-' Huntington Beach,CA 92648 --- .�_�.- APN: 937-153-19 ✓ Judith Mae Heller l - '!= 7371 Coho Drive #105 Huntington Beach, CA 92648,=_- �AN INGTpy VIP =MGONrOR�rf C' �A y r COUNTY ca` LEGAL NOTICE - PUBLIC HEARING It:f„„t,1,11,,,1::►t„t,,,,ltt ���:If�::i:::t:l:i„1" Connie Brockway,City Clerk _ City of Huntington Beach ...v r `��6\ ` := __ ` Office of the City Clerk P.O. Box 190 �- Huntington Beach, CA 92648ti�' m , U rt� APN: 937-160-15 David Buddecke NTING -}' \ 7351 Coho Dr. #203 Tpti �`. ( F'% Huntington Beach, CA 92648 A-10 =M40R►ONE/FO "� ^ r� ..,t r _— c c:l cp'NT1 Ca LEGAL NOTICE — PUBLIC HEARING II,h,,,I,I,II,,,L,It„i,,,l,l,l„t,t,l,►,I,tl„I,i City of Huntington Beach 1►t;� -� _ Office of the City Clerk & �9 — N3V22 91 P.O. Box 190 I f L 1�` ti Huntington Beach,CA 92648 _ )' 7 uc�c�� APN: 937-161-95 �_- Fred G. Boyd RE�v9� --2262 Yellowtail D ?„�6 r TC' ' Huntington Beach 648 ING NTTpy �`� pserp�; 4 � . Q` MOON►DRY! o FcpUNTY �'P`\ LEGAL NOTICE — PUBLIC HEARING Connie Brockway,City ClerkU PC City of Huntington Beach ` y�' Office of the City ClerkT F P.O.Box 190 ` s E. Huntington Beach,CA 92648 - �- ' _ 4 `72 APN: 9:)7-40-.025 Eldori Roy Miller VrOeWA8 191t� � ,, �ahoreline La 2 INGTpy ` Huntington Beach OP►ORAJE ( - o aP �gws�v o cFppUNTY cP`�� LEGAL NOTICE PUBLIC HEARING tt,t,,,till,1IM1„►t„t,,,,llt Condie-Brockway,City Clerk - City of Huntington Beach S � i Office of the City Clerk P.O. Box 190 I R S T C S Huntington Beach,CA 92648 CAL 1 F - �p y AF•M: 933--87-036 F� SFtiaEa., Gary E. Coffman ?p ry 18601 Edgebrook Lane �AMINGTpy �Rf( Hunti.ngton Beach CA 632 11 C61'Z AGN LEGAL NOTICE- PUBLIC HEARING Connie Brockway,City Clerk n City of Huntington Beach Office of the City Clerk FIRS R T fc s 91 P.O. Box 190 L r .�3 re, Huntington Beach,CA 92648 W 1 _ AF'M: 933-87-101 _ INGTpy REP6 Paul G. Chambers j0'i'.j.1 13312 Parkview Lane No. 1U o `MOOR/OR1)<O �F - j inn Ling ton Beach CA 92648 - Fp Sfti. s �^ C�4 F�pUNTV CPS\ LEGAL NOTICE - PUBLIC HEARING tt,t,,,,t,tltt,,,t11it1,t,,:,ti till tt,:,:tiltl,ilt Huntington Beach,CA 92648 CA L 1 F 1 i' ```2 ' !� 7-�"J�-3� AF'M: 937-40-032 �� Paula J. Tones p 19165 Shorelineane Ma.,. � - (��NTINGTpy A - Hun ti.ng ton Beach- CA - 92648:5' YJ�V/ HT QDI -"^'�'�"'" i r A+ SUCH NM 9y <f= oe to c C� < ,RR �� �OUNTy �a` LEGAL NOTICE - PUBLIC HEARING ,,stnE ` Connie Brockway,City Clerk -- City of Huntington Beach , - Office of the City Clerk P.O.Box190 FIRST C t: �� f Huntington Beach,CA 92648 tc� t t 1= -_s-7 l�y AF,N: 937--40-157 o O Christopher N. Harlambakis ��pHTINGTp 'oFR 19222 Shoreline Dr. No. 6 \�O_ NLORIORArfO �F9� I Hunting ton Reach CA 92648 INSUFFICIENT ADDttE; ATTEMPTED. UNKNOW NO SUCH NUM86R LINTY LEGAL NOTICE - PUBLIC FARING H j It,t1,,,I,t1tt„,t1►tt„t1,lt==,,t►ttt►►,t=,t1►t11►t Connie Brockway,City Clerk City of Huntington Beach NOV-1 Office of the City Clerk P.O. Box190 FIRST CLASS V1ag \ � -. ; �_ Huntington Beach,CA 92648 -- r v APN: 937-40-095 R1E arlene Koester to 19072 Oceanport Lane No. 8 A�NTINGTpy SE410 H«nti.ngton Reach CA 92648 ( FpRPOR Pr p7 ryD Q 9 � Z y� F� „ NTY % LEGAL NOTICE - PUBLIC HEARING It1 ,,,,t,t,tt,l,t„It1►t11,t,t„�=tt,=t==:t,►t,1,11 r {+ , --Y NOV P.O. Box 190 FIRSTCLASS MAIL _•; -72 Huntington Beach,CA 92648 \ CAL `R AF•N: 937-40-139 !"�EMichaele Saitta ,1 SEt••pER ,19172 Shoreline No. O��pHTINGTpy / Hunting ton Reach CA' -V2f�4is3 R►OR r \ .0 /lPlk�..l......�.,._.. fH'irr;�•��WARD rplr V y`i'F�fR-kxRos.►� ,c�pQ,-—`-_`� J6� y2e' �:!�t..a d;.c3 - LL4lll NOTE' PUBLICFfEAR1NG _ 1t1t►„!tlttlt,t►tl=It,►t 1l 11111►1111 lit I III All 1►tt Connie Brockway,City Clerk ;- ;.._.._.0 G_-vN- City of Huntington Beach £I ra ^rIL ! RT Office of the City Clerk !! �s P.O. Box 190 i�ST f lrE �'� WV22 yf = ,��. �• k 11 r - ` Huntington Beach,CA 92648 AF'N: 937-40-154 Sherrill S. Render w 3 ���NTINcroy - : 19«2 Shoreline Lane No. =MCRR i0847FO Huntington Leach C'A 92 648 - SUff MEA. �` Q F�OUNTY ��\ LEGAL NOTICE - PUBLIC HEARING P.O.Box 190 - K MAIL - . Huntington Beach,CA 92648 •✓-��ice,tt.^^l ✓ ;V-J 4- :,<N: 937-16-049 E. Lorenz el1.cmtai1 Ur. h "204' Fibr\ xq ton Leach CA Qs. t48 �pHTINGTpy �� `NtAR►OB� FG �FA 2 f`�� �'F,/ter '1/ '�O I/ NTY LEGAL NOTICE - PUBLIC HEARING Connie Brockway,City Clerk `NG10ry - City of Huntington Beach Office of the City Clerk �, - NOV, Z 9, P.O. Box 190 $ :S S T f L K > x Huntington Beach,CA 92648 ! - '= T_ ; �37- 143-19 AF'N: 937-15-319 (�p Jt.idith Mae Heller 1-- INGtpy� ;R� 7z'7,1. Coho Ur. No 1 uli 0 - Ht. tington LeacNA -222648 OR �pUNTY Ca LEGAL NOTICE - PUBLIC HEARING 11:1,,,:1:1,I1:,,1+,t1,:1„,1,t,t III 1,11„1:,1,1:t City of Huntington Beach F Office of the City Clerk P.O. Box 190 r�c~s !'i x f `� I� o 2_ c TjLp . J Huntington Beach,CA 92648 AF'hl: 937--40---063 ` RF►U Gary May io��pNTINGTpy� rp'Q�� 7402 Seast.ar Dr. No. >3 �NGORroR',f° F Sf ton Bea CA 92648 %kr canting y �`aiP{yr�dP �R1�7 Z pOpN T LEGAL NOTICE - PUBLIC HEARING ll, ,,,,!} ,I1,,,l:,!!„l,,,i,!„►,t,t„I:,Il,It,,,! Office of the City Clerk P.O.Box 190 it t r �;s , ► -> > r Huntington Beach,CA 92648 74 RF?, AN'M: 9,>7- 40-U93 ✓ ),0 4 Valerie Ann Millar z : d INGTpy fp Np£r° 19072 tJr_eanpt3rt Lane hlo:-6 ,Q /µw HLtntington Leach CA 92648 .\ q� piR� 0 i `Es 17, I809.F� `OQ GFcOpNTY CP�� LEGAL NOTICE - PUBLIC HEARING it all City of Huntington Beach Office of the City Clerk _ w J�- P.O. Box 190 :!t e' aHuntington Beach,CA 92648 .._ r2 C. AF'hl: 937-40-057 r� rots aJohn Dodd INGTpy 'E��,� 7402 Sea Star No. 2 (, f� 1--luntington Beach CA 92648 c( GORMRAIF° 9 .Z. OQ yc �FR-;o,.►° � FcOUNTY ca�� LEGAL NOTICE - PUBLIC HEARING Connie Brockway,City Clerk Fr fir, , 6 City of Huntington Beach T z \ G- =�'-'__ • � �- Office of the City Clerk E T Nv" /2 P.O. Box 190 FIRST C i r[� t Huntington Beach,CA 92648 F"�' \ _ ^AL1@ 1;040 AF'N 937-40-a54INGTp 0 9s t E t�1ar k: A. Mi11car 7415 Seal�tar Di- CA 9264m. Hunting ton Peach CA c, 13 pNTY c0 ca LEGAL NOTICE - PUBLIC HEARING t1 i►!, fit jj� Connie Brockway,City Clerk City of Huntington Beach p F`�0 R T Office of the City Clerk F ,� = NOV22 31 �'• x - r P.O. Box190 r1RST � fC ` �-`. Huntington Beach,CA 92648 ..,.� ` E` ti. AF•N: 937---40-079 Sandra Turner INGTpy� a logy 19105 Shoreline No. 8 - Sfk�fR Huntington Beach CA 92648- i y F�yo •.. O •Ar II sC F cOpN TY Ca�� n LEGAL NOTICE - PUBLIC HEARING II, ,,,, ,1t11t,l1L%IIldII tills tltl1tltt1tttl lilt 11 Connie Brockway,City Clerk `+ ;S_ AL . City of Huntington Beach yr/if R - Office of the City Clerk �, P.O.Box 190it..�T C LASS M1A1L Huntington Beach,CA 92648 R.=. .�. \ -CAS AF'hl: 159-131-11 West Coast-Huntington Beach Inves 7111 Stonewood Dr. Huntington Leach CA 92647 o��NSINGTpN �E `Mcoeroe�TFu BF4 I.JEST111# 92b491021 1A90 11, ` _ !F�� r._"4J" FOR4�ARQIN6 TIF>� EXPIRE[ t�s ja t WEST COAST-tB It�W ' 19846HUNTINCTOH BEACH CA 42b4lli �.�O S 3 8 RETLFM 113 SMER LEGAL NOTICE - PUBLIC HEARING . P M i w ""_"�..... Connie Brockway,City Clerk z \NG+ e City of Huntington Beach E 25 mov Office of the City ClerkgZ9 P.O.Box190 F[i°5T CLASS MAIL � ' —3 ��! • _ Huntington Beach,CA 926M .._.�: CAL�F a _ •��o 0-210-11 ✓ o16N It ` rdo �v 221 e eaf St MINGTpy "•� Sand` CA 92706 ✓ Q FppUNTY Ca`\ LEGAL NOTICE - PUBLIC HEARING ,III Huntington Beach,CA 92648 _ '•• __ AF•N: 023-251-25 David W. Harper 6942 Church Circle ✓✓✓ Huntington Beach CA 9;i640-2141 i��pNT I NGTpy��q ;env\ 111wiriAl rZ7AO f uI Nnt = P1IRI If, 1 R11 Cormie Brockway,City Clerk - - --- City of Huntington Beach Office of the City Clerk _ j 167 acr � P.C. Box 190 Huntington Beach,CA 92648 , v APhl: Ellen Obubanych ��NTINGjp 18810 Racquet Lane i� McoRroNN,Fo dF Huntington Beach CA g�9u2a6481-r181*{5 7. 4DE NO Fdit 1RQ D RFIt.g Z a.: T cpUNTY LEGAL NOTICE - PUBLIC HEARING Office of the City Clerk P.O. Box 190 r-• r . Huntington Beach,CA 92648 -`A, l F = APN: 159-264-06 ar" Pamela Taylor -� 18766 Raquet Ln (��NTINGTpy Huntington Beach, CA 92648 77 TA%-Lf'bb 92b482010 I.A90 11: -- �, - y FORWARDING TIME EXPIRED ti. TA'r LOR 787 S WOODLAND ST ORANGE CA 92bb9-S22b 9?C�. `F4 „1909.P° `\toe RETURN TO SENDER cpUNTY ca LEGAL NOTICE - PUBLIC HEARING V.I'vc VI t11C Vlly I�ICIR ?� P.O.Box 190 F �9 _ r,'v 22 3: i I���� Huntington Beach, CA 92648 eZ`� �`t. ii;A I \ �._ - APN: 159-131-21 / Huntington Bear If-IV Wes ol�y tiTINGT 7111 Stonewood Dr. py Huntington BeachCA 92`b 7 OR PONA �F s H1UE111 92b471421 1A90 11 FORWARDING TIME EXPIRE HSUEH : ` HUNTINGTON BEACHTCAM92b46-b 9ycF `fR �° °Q RETURN TO SENDER cpUNTY ca` LEGAL NOTICE - PUBLIC HEARING Connie Brockway,City Clerk - City of Huntington Beach �-j v ASS a r Office of the City Clerk P.O. Box 190 f _ ; k i Huntington Beach,CA 92648 CAL 0 AF'N: 023-202-22- Et�R William E. Boyd t -, to kr" ` --198482 Summer Breeze ,bane �NTINGTp sE Hunting ton Leach CA 92648 Q `NCORPORa � �►y,,_ .v L4: v r .,. �� IJI 9� C FQ 7I,lYOR.� (�� W J LEGAL NOTICE — PUBLIC HEARING tt,�,,,,�,t,t���,t,s�►�1��1,:llt nie Brockway,City Clerk ty of Huntington Beach ' )ffice of the City Clerk p z, P.O.Box 190 S C'€t �� tington Beach,CA 92648 tNs ...,. \,CAL I Ai l I- • r- _ R R Beachwalk: Homeowner. ,rpNTINGTpy 30101 Town tenter Laquna Niquel CA 92 See" =„tOR►011,,7F 'EAC3 ME UNABLE TO FORWARD `°• �:o::.o �pQ RETURN TO SENDER F�pUNTY CPS\ LEGAL NOTICE — PUBLIC HEARING Connie Brockway,City Clerk City of Huntington Beach 4 Office of the City Clerk `�' a trY _ — ...� ; P.O. Box 190 T Huntington ;$ E! �� Beach,CA 92648 • ` �`�' ..Q \C Q � rJ ;JcTEM— ff ,z Af'N: 1 ti9-2C32--o5—DE--07 fN, �1ala Development Carp ,�MP�� Q72 Adams Ave. INGTp quntington Beach CA 92646 'I SSWI Z ON Ul d�r;�'• o .� ^,., yam;: ;� -- L�GAL NOTICE-- PUBLIC HEA` INGT G ' Connie Brockway,City Clerk �� e U.�.. City of Huntington Beach P IR E 3 O R Office of the City Clerk + NOV 22 91 P.O.Box 190FIRST CLAM t�i A!L �� \+ Huntington Beach,CA 92648 ` CAL M T- - F�lr 'ng time has Mike Mike Ryan Mola Development 4699 Jamboree Rd. 1 Newport Beach, CA 92 NS I NGTpy �d �7 41 cF�OUNTy ca�� LEGAL NOTICE - PUBLIC HEARING vt City If Huntington Beach Office W ttv. City Clerk �il P.O.Box 190 mi T ir i Huntington Beach,CA 92648 L APN: 110-015--67 Signal Bolsa Corp �NTINGTp 17890 Skypark Circle Irvine CA 92714 �tir,0RP0RArf -:5115NA90 927141031 1890 3.1/2F C.a FORWAROINS TIME EXPIRED Slk"4. 4AL LANDMARK 4343 VON I<AWiAN AVE NEWP13RT BEACH CA 92bbO-2005 17. RETURN TO SENDER ppUNTY Cad LEGAL NOTICE - PUBLIC HEARING 7—' Connie Brockway,City Clerk City of Huntington Beach PRESORT C-5 V-,') P j 's— PI per N' Office of the City Clerk P.O.Box 190 L a -AL If F Huntington Beach,CA 92648 Signal Companies Inc 17890 Sky Park Circle Irvine CA 92714 NGTpy O ra P -9y -4890 9241031 1890 11 'E f-6 C-2 FORWARDING TIME EXPIREO :5114NAL LANDMARK o 4343 VON KARMAN AVE NEWPORT BEACH CA 92h60-20C-15 RETURN TO SENDER LEGAL NOTICE PUBLIC HEARING s:c.WL.19% 1 office of the City Clerk f,, - • r h"1 P.O. Box190 : S ' C' ASS MAIL Huntington Beach, CA 92648 • 110-015-64-65 / n Si lsa Corp Sky Park Blvd i INGTpy Irvine, CA 92714 RP044tfQ SIGiN890 927141031 I890 11/ii FORWARDINS TIME EXPIRED _ :SIt NAL LANDMARK 4343 14ON KARMAN AVE 9y a NEIWPORT eEACH CA 926W-200E �F " �o RETURN TO SENDER NTY LEGAL NOTICE - PUBLIC HEARING Connie Brockway,City Clerk City of Huntington Beach �t�' s Office of the City Clerk ` ` Y h�V22 91 = P.O.Box190 FIRS5 C ASS �irti Huntington Beach,CA 92648 cp L • 110-015-66 nal Bolsa Corp o��NIINGTpy 178 sky F'ark: Blvd. d Irvine CA 92714- --- C 7y SIGN890 92 141031 1890 11 f 2i FORWARDING TIME EXPTRED o '- :SIizNAL LANDMARK 4343 VON YARMAN AVE 9yGF �Ee- ;o pQ rla)PORT BEACH CA 92bbO-2005 cppNTY CP`�� LEGAL NOTICE - PUBLIC HEARING RETURhI TO SENDER P.O. Box 190 Y r HU Pxingtor,Beach,CA 92648 Signal Companies Inc 17890 Sky F-ark Cir-c'le X,CDRP0841 Irvine CA 9271.4 927141431 1890 111a C= FORWARDING TIME EXPIRED ...... 51tiNAL LANDMARK 4343 VON KARMAN AVE cFC°pNTYNEW K*PORT At::H CA qeQ20_2005 N T1 -LEGAL NOTICE - PUBLIC HEARING RETURN TO SENOER Office of-the City CVe-rv---- P.O.Box 190 AFURIST CIL!-�S-S fi!,A11L Huntington Beach,CA 92648 2 APN: 110-015--54 Signal Companies Inc 171390 Sky F-ark Circle ���NTINGTpy Irvine CA 92714 O OR PDR4 rf S115N890 927111031 1890 111"m FORWAROINq TIME EXPIRED S-IGNAL LANDMARK C� Q 4343 VON KARMAN AVE JO gQ NEWPORT EACH CA q2FzWJ-200S RET1JRN TO -SENDER cFppUNTYLEGAL NOTICE PUBLIC HEARING r-i rf z' I L.f N14, P.O.Box 190 Huntington Beach,CA 92648 Signal Companies Inc 17890 Sky F,ark Circle ,r�MINGTpy Irvine CA 9271.4 SIGN590 927141031 1890 11/ FORWARDING TIME EX'PIRE1 :510-1AL LANDMARK 4343 VON KARMAN AVE NEWPORT BEACH CA 926h0-2005 RETURN TO SENDER NT1 LEGAL NOTICE - PUBLIC HEARING City of Huntington Beach 'Office of the City Clerk 2 P.O. Box 190 f. I S i--i%,r C s &A, A Huntington Beach,CA 92648 'SA L I Signal Companies Inc 17890 Sky F*ark Circle INGO, Irvine CA 9271.41 -7 SIGN890 427111031 1890 11., FORWARDING TIME EXPIPEI :SIGNAL LANDMARK C� 4343 VON KARMAN AVE 10 - - — HEI.,)PORT BEACH CA c!M60-2005 RETURN TO SENDER �UUN TY cps LEGAL NOTICE PUBLIC HEARING --i—mr-ueompanies Inc. 17890 Sky Park Circle Irvine CA 92714 SIGN890 927141031 1890 11/2 72- F r R WA RD ING TIME FXP:rRED NOMARK SIGNAL LA -- 4343 VON KARMAN AVE 17.llui. NEWPORT BEACH CA-q2bbo-en-uS COUNT YCpt RETURN TO SENDER LEGAL NOTICE - PUBLIC HEARING I 10-C)t 5;-5Z- Signal Coppanies Inc ��NTINGTpy 17890 Sk:9kparl;�L-- Circle Irvine CA}"927*4- SIGN890 9271,41031 1890 11/2 FORWARDING TIME EXPIRF-0 :SIbNAL LANDMARK 4343 VON KARMAN AVE NEWPORT BEACHTURN CA 92bhQ-2005 CF RE TO SO4DER N TY CP`�� LEGAL NOTICE - PUBLIC HEARING Connie Brockway,City Clerk City of Huntington Beach �`r, JCALIV- AF*N: us ��s:c; Office of the City Clerk ^P.O. Box190i `€ F � 5rHuntington Beach,CA 92648 `� i E e 110-2.30-03 Signal Companies Inc E��NTINGTpy 17890 Sky F'ark Circle Irvine CA 92714 9 SIGN890 9271`W31 1890 11f 2 FORWARDING TIME EXPIRED SIGNAL LANDMARK 4343 '.SON KARMAN AVE NEWPORT BEACH CA g2bbO-248S CF ppUN T V9�P`\�o RETURN TO SENDER LEGAL NOTICE - PUBLIC HEARING Connie Brockway,City Clerk RI- - -- ---.- - City of Huntington Beach T� \`vGa.vjj s "'�- `"-=Office ofh g PRESORT � > �_ �.� . s.� the City Clerk ` NOV�2 SiP.O. Box190 Huntington Beach,CA 92648 FIRST � LAJSMHIL �[ C CALIF APN: 937-140-4433 ' I NGTpy Williamho.Dt#108n5 yG� `�O�_,NCORPOR,rfO �F9� Hun gton Beach, CA 92648 co .. y ��• OQz CF ifs �iaoa�� � ppUNTY Ca LEGAL NOTICE - PUBLIC HEARING Annie Brockway,City Clerk "- uj � c ;: - City of Huntington Beach ;�a t I TOffice of the City Clerk - tr P.O. Box190 . ct i if intington Beach, CA 92648 r - F. - .._: -� RET(�R� AF'N: 937-40-073 Fo Neill H. Casey �NTINGTQ , SFp�fR {� .;. 150 E. 42nd St. No. 2703 New York: NY 10017 =NGOAPOR4lF �F � !-•sue FcpUNTY Ca�� LEGAL NOTICE - PUBLIC HEARING ,,,Ittt,,,tl,,,,,,Ilt,,,�,t,t„tt,.,,,tt,�t�lt,,,lt 'onnie Brockway,City Clerk t:»..,.r /3 i Ors r:=:•,;1_�-- r.:�...- -_ - City of Huntington Beach ''s v _ T Office of the City Clerk _ =' P.O. Box 190 1 9 �2 LA iuntington Beach,CA 92648 �l n. ter} � -��- e C - a� Bob, n 'f�&iw 9 --40-042 •/ /o. uesada I NGtQy d B 72,:�/2 �O NGORPOR�TFO dF9 "t Beach CA 92-660 \C..2 0 C! fs 1909 \ l' cQUNTY cP` LEGAL NOTICE - PUBLIC HEARING Bonnie Brockway,City Clerk - City of Huntington Beach ` Office of the City Clerk n s O. Box 190 5'.ai.t1! tn va iuntington Beach,CA 92648 : i AF'N: 937-- -068 Siw R. Be Ptt 7331. Cohn-- )r. No. 10`i NNTINGjpy HtAnti.ngton Beach CA 92649 — = Q AI-'NM 1..59--• .9IM43- AI'hlx 9a7-••LD-••""75 w ,a AI=3 I� 9 �7•-'1.&-..a.74; Manial. A. .:Agajanlan .I'.:c:r:laer t .F.. .B..I..a'ike F='.a(.41. X. .Pktrlahy ' 6572. Wcar•se<.s,hcae. Lane. 1..94.3.1 Ranch L.ane.. N a,,. 1.0 a- 1943.1. Rama-h. Lane. No— 102 � .I-1U11 ti.n.g tCan .Beach C:A.92 64.8••-.1.=3 1 F1un ting tern .I{ea.c;h .CA.92648 Kun tidy tan Beach .C:A92 64.1i A1=M L 93.7••-1..5--3.71:3. APN r 937••••:L.;a-••3.lil2 APN.. 9 7—i..5--377 :Alan .W.- Vai:}.c1.e.r.po-ca.l. :lit(ay F".„ : h.ar.la 1�.cNatti:k:.�tame<s ,W:i'1.1.ti.arn�y Ranch Lane. No... 1.06. '1 194 3.:1.. Ran.c-h Lane. Ma. 1..:IA) :1.942U. R An'.c:.h Lane. No... 1..0.5 � :I lcan t.ia7.g tC•rc� :Ii.ea.(:h .CA9,�6413 I lc.ur:l:a_n.():l_Crn :I:cc_r<a.r.:l7 C:A92164.8 I»tun ti.n.g ton .Bea,ch C:A92.64(3 A1='hl:. 937-••1-5--84 APhlx 937••••15--.:a 3. APNm 9 .7•-':15--37:% "J Gordon ;R.,. :FZv.x.en Edward .:J... .I-•tc:r•f'•fm.e::i..<_>:l.er• Harry-.A.,. Gordon 1.94 3.:1.. Ran.ch Lane Na. L1.2. 19431.. Ranch L.ane.. No.,. LIT 1.94a L. Ran.c:Ji. Lane. Na. 101. M! :I-t(.ur t i.ng ton I•.{.ea.(-h ,CA926413 I tc.cn ti.ir.c7:t.c7n .Bea.r.:h .CA92.64B I• un ti i:i tern .Beach CA9264.f:3 APM„. 937.._IB--376. ! APMm 9 7•-•1..."•-a.79 APN:,. 937_..15-_380 ! Se r.<a.l AJ 11.„ Mu.l..h(a.l..:I..and lkxi.a l..(1 .J.. A-Aa r t rnain Raymond :C-.,, .Wa rc:l 9922 Constitution, Dr.. 1.943:1.. Ranch L»ane. No. 1.07 1.943.L Ranzh Lane. Na. IDS. 1 .I••li.cn tin.g:tern .Beach C:A.92.64A 1-1un t.in.g tern .Be a.r.:h C:A.91 64..8 1-1un tii:r.g#,can Beach .CA92 648 APMz 9:3.7•-•1..5-•381.. APNx 933-•87••-085 AI~M m 9 .•-87--OBI. .Lima F. .Raver Marg.ar.et X. I:ca.:i..r(i Kamr:an M. :a"hal%.our'.i. 1..9432 Ranch Lana. 7621 Rapids. Dr.. 7647 Rapi..ci.<.s. Dr.'. J I• UI-y ti.:n.g t.Crn .Beach .C:A9264.8 14un t.i.nq A.(an Beach .CA9264£3••••.16 8 1-1c.n t.i.ng ton - ea.ch .CA9264B-•:I.620 ,J APM m 93.3"W--01:3.3L APN m 9,33•-B?--0`i6. AID M i 93a-07•-•M. .E.. Beerr.g.e F.arran A(nue.l. f•.+.., Ze.:ig.:l..er Olive .M M. Arnold 4.1.45 ':3.tannarci Dr,,. 763.2. rapids. Dr.. 7635 Rapids Dr.. i Toledo I:ll••1436 L 3 I••lun tin.g:L'.can .Bea.(-h .CAW Ei.4:C3•-•.1..E 27 I-Iun t.i.ng ton .Beach .CA92640-..1.6:�8 ! AI`N z 93.3-I:I7•-•057 APM cc. 933•-•137••-01:3.1.. APN m 93.3•-B7--05EI ,U.e.car.g.e .A.,, .l:ixea.l..a 7'17uama<s .J.(askal: h CA.,a.cc i..(.•) .Josef chn.i tker 20532. Paisley Lane. 704.1. I*Ica.ca.n:l.ight. Cir•cLe. 7638 Rapids Dr',,. i -un t.in.g i'.on .Beach .CA9264.6 11ul'11:.ii1.C):t_(a11 .I'each .CA92A47 I-Icon ti..n.g:l'-crn .T•.+.ea.c:h .CA9264B--.J.627 1 A1=N x 9 3 x•-•lil7-080 APhl.cc.. 9,33•-1:3.7•»•059 A1=H co. 933-•137-060 - 7'hCrmas 1=',aul. .a hee ts S r.ax:.e Ke:l•.rcan Pe t e rson Pauline .L..,. .Higdon 7fa4.1.. Rapids. Dr.. No... S.S. 7642 Rapids Dr.. 7646 Rapids: Dr- Huntington Beach .C:A92646 I-1.U11:l:.:i..n.C!1.c)n Beach h .C:A9 444C3-•1A27 1-tun t i.n.g tan .Beach CA92648-••1.Ea27 A1='1-,l.o. 937•••:1..6-•01.4.. i APICI;: 937••-:1..6.-..01.7 i AI?'ICI VMw 1.A p Lei .Melvin S.. I=•hukop �; MelvinJw.. :14calaer.san I� RiAhar�.i L.� j,payet"a P.0 . Ba.x 4792. 7351 Ca.ha. Dr, Na. 204. !i 55:1... C�hca..D.r �; �hlca.. .L02. I Palm .D. ser:t CA92^6.1. Hun t i.na tern Beach .CA9.�648 ;I Hun tin,g tan rBjc:h CA9264.8 A1='N.;;. 9.3.7-1..E>.-U:L.l3. APN z 9.3.7.-•1..6.•-01.4r Ah'hl::.. 9:3.7-:L.6--021. (iii). 1"1.aci.s.:i.nd .:Joseph 0.. .D.i. Jannt:{. Timothy W. .L..i..en 1..5 Mon•t:e. Car•l.a. 7:35L Cohn Dr. Mo.. 205 �13,5:1.. Ccr.ha. Ur.. No... 206 Irvine .CA.927.1.4 1 Huntington Beach .CA92.64.8 �. .I-Lun ti..ng tcan Z a►c:h .CA92648 APN„. 937••-16.-O L 5 1 APNz 9 .7.•••i..Er.••••Q:I..2. APN m 9 .7••-lA O22.. ,David P. .B dd.e:c-ke Margaret ILL. Abolg1uass.em Mad.and 1..2272 1.3- Mark. 735L Ca:ha. Dr. No.. 202., 735:L. Cabo Dr., ,Na... ID5 1 I � .faa r(1 en Orave CA.9264.5 Huntington aeach ..CA926413 I••un tin,g tern ,I each .CA92 64.£3 A1='H& 937--1.6-020 j APMx 937••-:L.Ei-••024 A1='N m 937•-•:L B 3:.0 � Dorothy E. .W l.1a:c:e ZT.ohn :D.. .Drake .:J.a.hn R. .French 7:3.51.. Cabo Dr.. No.. ID4, i 7).5L Cabo Dr., No... ID6. 1.72 . Lake. Rt- _f .I-tun ti.n.g tern Beach .CA.92'648 I ut-i X.i.c:ig tern Beach f.A92.6.4.E3 Hun tin.g tern .Beach .CA92 641-1 w1 A{?'N z 9 .7--1..5--3.:L 5- AID N m 9:37-1..5-• 1.9 APN m 9 s.7•-'1.5-3.:L7 ..:J.a<.:>;eph :(a.. 1"r.uxaaw Judith Mae 1••leLler .:James T. .Cor.1ae:l•.:t 0155 Whi..t:ei':i.nh l::ircle. 737:L Cohn Dr.. Na. ID5 73.71. C.a.hal Dr- No... 103. E 1::* un:l:a:i.n V.al.l.ey .C.A92701:3 Huntington Beach .C:A92.64E) I•-tun ti.ng tion Beach .CA92 648 APN m 937••-:L 5- s.:1..6. APHs 937-••L5- ,321.. APN z 9 .7••-:L 5-••.a113. V.f.-Ima aJ.. Patrick .C7.. .Devan.ey .L-inda Baker 737L Cohn Dr. No., ID2 li3B42 Fry Circle. 7.3.71 Cnha. Dr.. No- 1,04. � Huntington Beach .C:A92 64.8 Huntington Beach CA92.64.6 Hun ti.n.g tan .Beach .CA92 649 A1=N:.. 9:3.7•••:L5-•3 2 APNm 937-•1.,5- 328. AI=Mz 9>.7-1..5--a.23. Lorraine .Ellen Mayor Rodri:ey 1.... & .Rcrhi.n ,A.l:lrr.i.g1i:L• William Haggerty y 7.371, Cohn Dr. No.. 1.DR 7:3.al Cabo Dr.. No.. ID25. 738:1.. Cahn Dr. Na... 1.A:1.. t Huntington Beach .CA92 648 Hun ti.ng tern Beach .CA92 64.£3 Huntington .Beach .CA92 64.8 APN m 9.3.7'•-1..5-a.,31. AI"'h{c;. 937- 1..:i- ;'ri:'.4 .Gerry ;:i.. 1='.ars.on.s Allan A. .L••I.i..r.ata Michael 11- .Menke.s 7.3.BI Cahn Dr•.. Na:.. 1..04, 7381. Cabo Dr•.. Na... 201.. 7381.. f.uba. Dr. i ,Huntington Beach CA.92 64.C3 Huntington .Beach CA9 .64.£3 Hun tin.g:ta.•rn .Beach .CA9264.f3 AID m 937-L5-364: APNm, 937-1.B-3613 APMm. 937-L5-463 I-eonar.d Al. Johnson ClylR L- Cronkhite baviA S. .cowin 7442 Cahn. Dr- No- W. 744.2 Co.ho. Dr.. hlca.. 101.3. 7442 Cahn Ur- No.. 103. Huntington Beach CA9264.8 Huntington Beach CA926413 Huntington Reach CA92640 APNx 937-1.5-361. A17-'I,lm 937-L5-36.7 AID m 933-B7-055 Gary W. Burket. Kel-I.I..l.ell-I J.. F."ol-Ide ALbert J. Hartog 7442 Cahn Dr. No. IDI 1117442 Cahn Dr., 18592 Greek, Lane. Huntington Beach CA92648 Hunt-ington Beach CA92.64.8 Huntingtn Bch CA92648-1629 APNm 933-13.7-054: APNm 933-B7-053 APNm 933-87-Q52 Djaminii:: I.I. Chen llarl.lyn Sue Mayllerry 51.132 I'li.d.way Dr.. i 185913. Creek Lane i lB602. Crank Lane No. 47 Huntington Beach CA9264B Huntington Beach CA92648,IA29 Huntington Reach CA92648-1629 4 APMm. 933-H7-022. APNx 933-W-023). APNm 933,87-021. .0el-flal.-Al J.. Hal-zer T.I.-iomas I.I.. Rolaerts.:�.(-)n Karen Kuekes Flayn,(-:-,s IR527 Edgehrooki Lane 1.8531 EdgmbroaW Lane. 135B7 Edgebrnmk Dr.. Huntington Beach CA92648"1&3*,3) Huntington Beach CA92A48-1633 Huntini-j:lean Reach CA92.64113 APNm 953-13.7-024, APWm 933-13.7-025 APNm 933oH7-026 Rarbar,a A.. I.-Lauser F,a.LLl 1..ef.ebvre Helen -Rewcastle 18541 Edgabrank Lane. IR547 Edgebroak Lana. 143.551, Ed.gabrook- Lana Huntington Beach CA9264.8-4633 Huntington Reach CA92648,1633 Huntingtn Bch CA92648nI633 APNm 933-13.7-027 APWx 913-13.7-02B APNm 933-87-029 Jahn Crowhurst .1--Zaymol..ul I.I. blottill.g.1-lam Uillla-m ,'Iaseph P'lorr.iss-(-:?y 18557 Edgebrook Lane. 676 Terrains Ave.. 1857L Edgebraak. Lane. Flun-tington Beach CA92640-1633 Long Beach CA90814 Huntington Beach CA92648-1632 APNm 933-87-030 APNx 933-13.7-031 APNx 933YB7-032. F'atrlcia -N.. TUILben Loota OLmon Marcia L. :Dannel.1 1.8.577 Edgetiro.ok Lane. 18513L Edgehrook, Lane. 18587 Edgebrank. Lane. Huntington Beach CA92648 1.6.3)2 Huntimqtn Bch CA92640-1,6252 i Flun ting to Bch CA92648,1632 APNm 9=-W-03*3 APNm 933-B7-034. APNm 933,B7-035 Scat M. Holdridge Charles 1-1. D.o.dsCan Janet. M.. i3aw.i.ey 18591 Edgeb-rao-k.- Lane. 18595 Edge bro.o.k.. Lane. q 111597-Edgebrook-. Lane. Hun tington .Boach CA92648-1632 Huntix.iglx)n Beach CA92641:3-••.1632 Fluntintitn :Bch CA92648-1.632 K APMx 937-1.M-329 93.7-15-326 I-Lorace A.. .Dray James C. Materhmouse Ronda A1. Vomd 126131.. Crenshaw Blvd... 7313L Gahm Dr... 730L Cohn Ur No. 102 .H.aWthC')I'-.n.*:? fA.90250 Huntington Beach CA92648 Huntington 1.4each CA9264.8 APNz 937-1..D-332. APMm 9a7-1..D-327 APNz 937-L5-399 ITLatthew A. Don.ovAn J. Cook jeffrey -M-Hajam 731: I. Cohn Dr. No.. 20ek � 7381 Cabo Dr, No.„. 203 7402. Cabo. Dr.. No... 103 .1-tuntis.i.gton Beach CA92-647 Huntington Beach CA9264.8 Huntington Beach CA9264-13 JJ APNx 937-L5-397 APNm 937-1..°y-398. Al:'I--Im 937-1.5-404. 1:1-0.1.1ij-) Ze.i.danba-rg George N. Diacappe 1=au.1 D.. ;Loretx)'' 7402 Cabo No. IDI. 7402 Cabo Dr. Na. 102. 74.02. Cahn Dr-.. No... 100 Huntington Beach CA9264B Huntington Beach CA92.648 Huntington Beach CA92-648 APMz 937-L5-406 APNm 937-L5-402, APNm 937-LB-40(3. .William S. Yunek F%?rkins 1:ZoIxert J. 7402 Cabo Dr. Na. LLO 10550 Dunlap Crossing. Rd.. 7402 Cahm Dr. Na.. 112 Huntington Beach CA9264.8 Whittier CA9060.16 K Huntington Beach CA9264-13 APNx 937-15-401 APNm 937-IM-407 APNm 937-1..5-405 Elinor Kay Work. D.orotl-.iy .A.,. St.e.eg*:? Edmond 11. Cope-Lin 7402 Cohn Dr. Na. L05 7402 Cohn Dr. No. LIT 7402 Cohn Dr.. 1%1(:)... 1.09 A-lunting-Lon Beach JCA926413 Huntington Beach CA9264.8 Huntington Beach CA92648 APNz 937-LB-400 APNi- 937-U-4UT APMm 90-L5-371 *r.j..nu:)thy A. 11ti.slen T.1-comas Mil..Liam Lin.da C.. ITIa r ton 74.02. Cohn Dr. Na. 104, 7402. Coho Dr. Na. 1..07 7442 Gahm. Dr. No.. LLI .Huntington Reach C.A926413 Fluntington Beach CA92.64.8 Huntington Beach CA9264.8 APNz 937-15-372 APNm 937-1..B-370 I APNz 937-1.B-3691 :KAngro Yoon Tarry E. Bess jalnr.ia *r. Cow.an 744.2. Cahn. Dr.. 112. 7442 Cohn Na. LLO 7442. Gahm Dr-.. No... 1.09 :Hun tington Reach CA921648 Huntington Beach CA9264.8 Huntington Beach CA92648 APNx 937-1.5-365 APNm 937-1..5-362 APN m. 937-L5-36& .Muriel Y- Summers Milliam 0. Mc Carty J. Damid Uinscatt 7442 Cohn Dr. Na. ID5 7442. Cohn Dr. No. 1..02. 7442 Gahm Dr. No. 106. Huntington Reach CA92:64.8 Huntington Beach CA926413 Huntington Beach CA92640 APNm 933-R7-03.6. APMm 9M-W-OB6. APNx 933-R7-087 Gary E. Coffman AnAall Btemen Brawn MA Connim Dr.. 7652, Ell is.. Ave.. Huntington Beach CA92648,1632 Muntingtan Meach CA92648 Fluntim.gcon Beach CA92648-1638 AFIN-.-. 93,3-(37-0813. APNx 933-B7-009 APN m. 93M-07-001- .Al an RZ. Mrown ;Al-an R... -Kohn Christian Mearas 6161 MobnfleN Dr.. 7662 E111A Ave.. 2202. WMIdam Rd... Huntington Bmach ,CAWAW Hun Ling tn Bch CA92648,1638 Li.ttlaton .CQ80120 APNm 933nB7-002. APH x 933-87-003. APWx 933-877004. Ilen ry A.. Frye A-ii.kron s'.. mar.in.al'uk -Ron 11. Collii:is 2010 W. San, Marc os. No. 133 7613.B Ellin Ave.. 7936. 8machcomber Dr., S.-an Marcoli; CA92069 Beach CA92648-1633 Flunting ton 'Xieach CA9264B APNm 9SS-W-OW-5 APMm M-07-006 APMm 933-R7-007 Mveryl A.. Lawrfenct..- "JADEN Terry -A Wncy D. Mc Wi.Lliams 769H Ellis. Ave.. i 7712. Ellis Ave.. 771.8. E1.1is Ave... Huntington .Beach CA92648-1635 Meach CA92648,1635 Huntington .Boach CA92648-1635 APMm 933-07-00(3. APNx 93a-a7-009 APNx 933-87-0L0 E-A.A.z.abeth A. Kereziid. Laur*.(-.-m.cc? M... Ilkwim F.. Eaton 7722. ElLis Ave.. 772B El Lim Ave.. 7732. Ellis Ave.. Huntington Beach CA92648,IL35 .Hun tJ.mq-1-.on Beach CA92A48m1A3S FUntingtn Bch CA92648-L6315 APNm 933-13.7-0LI APNm 933-B7-012. APMm 159-391;40 Denn.:i.s A.. -1Xwx)nt.U--w- ;.Tarr.a3x1 B.. Kutcl-dx.igs 'Riley Strxop-; 7736 Ellis Ave... 155 W. Rivermi4e. Dr.. 6M1.. Silvermpur Lane Huntington Beach CA92640-IS35 1*-"ar1,--x-?r AZ8!*.k344 Huntington Beach CA92648"1525 APMm 1.59-391n.-MR APMm L59-391n3e). APMm L59-391vM David U- McCullough 'Roll'ald ..1-rV.in.g Oscar 6515 Rilmermpur Lane. 6:521, Lane 6525 Milmormpur Lane Huntington Beach CA92648,1525 Huntingtan ,Beach CA92648-1525 Huntington .Beach CA92648,1525 APMm 1..,"i9-391n%. APMm 1..59-391-42. APNm. 1..59-391"34. Kenne-.1-1i Geor-gn Cory .13tepl:w-m F'.. Tssra.el 6542 Horseshoe Lane. 6552. 1`Iarmashom. Lane. 6.56.1. Hors.eshoa. Lane Hun ting:ton .Boach CA92648-1523 Beach CA92648,1523 Flunting:ton Beach CA92648-1525 APMm 733-13:7-061. APMx 933-a7-062. Been t ,L. Phinney He.i:n.z A:1-te--n-b.ur.ger Fred M. Drab 7672. Rapids Dr.. 7652. Rapids Dr.. 9052. Ingra,Ave.. Huntington Beach CA92648 Huntington Beach CA92648"1627 Gardan .8rave CA92644 APNx 933-07-079 APWm 93S-07-064. 'APNz 933-07-070 Ki-(aberly .A... Uohnston Jill A. Taylor David L.. 7671. Rapids Lane 7672 Rapids Dr.. 5 Oakdale Huntington Beach CA92648"1628 Huntington Meach CA92648-1627 Irvine CA92714 APN m 933-B7-0&5 APNm 953-B7-077 APMm 933na7-066 .Ch.arl.(-:m-; Den.i-.0.1s Syitit-h -Rhada Floyd W. M.Lss.ell 767H Rapids Rd.. 76BL Rapids Dr.. 76B2 Rapids Dr-.. Hunting:ton .Beach CA92648-1627 Huntington Beach CA92648,1A24 Hunting% Mch CA92648,1.627 APNx 933-B7-076. APMz 9 sa-07-OW I APMz 9MM-0611. Drager Floren.cx-? Kln.da Uiennan 7687 Rapids. Dr.. 761MI RapAds.- Dr.. 1 7692. RapIds.4r., .Huntingtn Bch CA92648-1624 Huntington Meach CA92648-1627 Hunting tan Beach CA92648-1627 APN m 9M3-B7-069 APNx 933-1:3.7-070 APMx. 933-07-071. TT-jamas 11. Forrester Sams Julde Ann ]:.;:x:xbjPr-t15 7694 Rapids. Dr Na. 6A 7696 Rapids Dr.. 769H Rapids. DO-., tun t.:U-.vjt(.-)n Beach CA92648,162.11 1--tunting:ton Beach CA9260B,1625 Huntis.i.g-Lon Boamh .CA92648,1625 MR% 933-H7-07Z APMm 933-R7-073 APNz. 933-07-074, Victoria R.. .11awjer Ronald :D. De PintC) i .011,orda J.. Nafel 7702 Rapids Dr.. 7704 Rapids Dr., 770& Rapids Dr. Huntington Beach CA92648-1,625 1--luntingtn BEh CA92648-1625 Huntington Meach CA9264WL6215 APNm 933-B7-075 APW 937-L5-390 A1?1%1 93.7-1.5-M-19 Mildred Gi.1le.sp.:L(-:? James P".. Dan a. Stephens, 770B Rapids Dr.. 740L Seabluff Dr.. Man We), 740L Seabluff Dr- Na. 105 .I1unti;m-g-kx-)n Beach CA92648-1625 Huntington Beach CA9264.1-1 Huntington Bearh CA9264.8 APHL. 937-15-393 APMx 937-1.."•i-386. .H. Stanley Ishikawa Gary D- Kuhn Alfred L—BAspar 7401. Sea Bluff Dr..,.. No. ID9 7401 No... 1.02. 7401. Seahluft .Dr, No.. 11.2 Muntington Meach CA926413 Huntington Beach CA9264-.13 Hun ting ton -1-1earh ..CA9Z6413 APM 937-11-395 I j APNx 937-15-MB-5 APM 937-1..P7487 .Donald V. Elde A.. 111on-rce -111ar.i.lyn 7401. 13.ea 91mff Dr. No. UL 740:1- (Sxeabluff Dr. Ma. IOL 7401. MeaOluffDr, Na. IM ;-.1un tin -i I --h C I g toi ieax- A9264.8 I .1-4unting;ton Beach CA92648 Hunting tan Meal h .CA9264C APM 937-M-3BEI APNm 937-1..5-391. 9:5.7-�,1..r,5-3.92 Kichael Yamamo-tin :A.. :1 .:i..(-.I,-.e. tt ' - VMAM Kintzman 6364. Conlon Ave.. 7401. Rea Muff Dr, MM. 1..07 T740L Seabluff' Dr. Na. LOG. El Cerrito CA94530 C.A92,64-8 .1--[tAiiti.n.gton, :Boacb,CA9264.(..) APM 937-L5-394: APNm LMSPL-1-3- APNm LBY-39INlX Richard X. ;Do.%s :Alex J., ITI.&Lzu.i.ows ki 1,1artiii 7401. Rea BLuff Dr. Ma. LLO 1 ! 635L Silmarspur Lane, 655L Silmarspur Lane. Kunt.ix.tgton Beach CA9226 418 Huntington Beach CA92646 'Hun ting tan .Boach CA92648,1516 APMm 1..59-391nib. APNI L59-391nLO APNm 15V-391n12- Park ME) K. 11.C:Cl.(:)s1".(-:%y Dennis 1::*.. .-Dambra 505 Park Ave.. 657L Silmerspur Lane. 654L Silverspur Lane. ,BaLboa Island CA92662 1—MuntingtonZeach CA92648,151A Huntington Yeach CA92646 AID m 933-87-051.. ' APM 9MM-13.7•-050 APH m 933-80-049 - *31"JA 'iA-11A.0, 'Za.1 -i -Z. Sfial 1-.on Rick Zimrin.g 1. S tA.- . *. I -pf .1' 7645 Whilawater Dr., 7647 Whilewatar Dr.. 9972: Voyager M.- ,Huntington Beach CA92640"1630 Hun tingtan .Beach CA9264B,1630 Huntington Beach CA92646 APMm 933-H7-040, WN m 933-87-047 APMz 933-H7-04,6 13regg A. 'I'Twim-As Tan y 13... 1M.R)arah K. 7657 Whi-towatar Dr., F*ei-.-nw(:),(:).d Dr.. 7667 Whilawatur Dr, Na. 41. Beach CA9264841.6.3)0 I-4unting:Lan Beach CA92bQM3 Hun ting ton .peach CA92648-1630 APNx 933-177-045 PAPNm 93Z-13.7-044, APM, 933-H7-043 1-Intsklyk. ! � Ara(r. A,.. marrien 11." :Lake 15950 MaiAstone. Rt... 816.04. B1.ueb.ix.-c:1 Ave.. 76R7 WhLtekwatejr. Dr.. Fountain Valley CA927GOB 1-7.o.un tain Va.l.b.:?y 1..A92.70.8 Huntington Beach CA92648-14M. APNm 933-H7-042. APM m 9SS-07-Onl APM93a-a7-040 .Diana J. Hancock -D.. Klatxl.aff Cl,ay B.. TN.)-(nason 7691 WhiAewatei,.- j 13.6.51 Bel. Aix- (lix-ale. 7701 WhiAemater Dr.. Huntington Beach CA92648,1631 1 Westminster CA92683 Huntingtn Sch CA92640-163.1 APNm 023-202yUx APNm 023-251.n4l. k APNx 023-202-21 Homes-Huntington Seacliff Lus.W Humt%gAon Beach Cc T y6mes-Hunting'tan Sea cliff Lusk, P.D. Box '10019560 P.D. Box 7611. iP.O. Bax U-19560 Irvine CA927L3 1::*.i,-,Ai-it:::i..t--;.(::.c7 E,A 9 4.1.1.10 Irvine CA9270 APNm 023n251n1.6. APNz 023-251nL7 -APNm 023-25112 1.31-11geo Mor.ikam'tk F*-aul R.. 13an-dberfg Man .J. Moss ; 6911 Church Circl.p. i 692L Church GircLe. 693L, Church Gircle. Huntingtn Bch CA92641:3.-210L �"untington Beach CA92648-2101, Huntington Beach CA92648-21DI APNM 02W251nW. APNm 023-251n25 APH, 023-251n24 Curtis L. Van Diest Michael L. Taylar Pat.d. R.. Wood.s 6941. Church. Circle 6942 Church Circle. 6952. Ghurch UircLe. FUntington Beach CA92648-2101 Huntington Beach CA92648-2101 Huntingtn Bch CA92648,210.1. APNm 023-251"20 1 APNm 023-251n2l.- APNz 02S-251n23 Eileen Anne Druiff 1, Jack W Mistaso Thomas E. Mc Cown 6961. Church Circle 6971. Church Ukrcle. 6972 Church Circle. ,Huntington Beach CA92648-2101 Huntingtn Bch CA9264%2101. FUntii-.i.gtn Bch CA9264.8-21.0.1. APS1, 023-251n22. i APNm 023n251n33. APNm 023-251"34. George R.. 1.411.1 Robert A. Ingra(ii Glen V. Hesprich 6982 Church Gircle. i 214; Marguarits Ave.. 6.971. 01arden- CA-rcle. Hunting ton .Beach CAWA48,2101 Corona Mal Mar .CA92625 Hunting:ton .Reach CA92648-2108 APNm 023-251,35 APHm 023-252"01 APHL 023"252,02. .Edward J. Ulaber Karen L.. 'Don'aLd Watt : 6981 Barden Circle. 1.3.70 4,t.h 6B52, Lawn Haven Dr.. Huntington Beach CA92648,21.0.8 Marro CY)91760 Huntingtn Bch CA92640,2120 APMm 023-25L-01 APNx 023-252-03 APNz 023,25L-02. Gilbert A.. Kix.(.-)n Joseph F. Ciccaralla , YZeng ,1-1. :Adams.on 6861 Lawn Haven Dr.. 6072 Lawn Haven Dr.. 608L Lawn Haven Dr.. .Huntingtn Bch CA92648,2134 Flunti.ngti-i Bch CA92648"2120 Huntington Beach CA92648-2134 APNm 023-252-04, I APNm 023-251-03 APNL 023,251,04. .K. Stephen .(Slaan Ch'amlas 11.. ;.Xarks.on 6BB2. Lawn Haven Dr.. &B91. Lawn Haven Dr.. 690L Lawn.Maven Dr.. Muntingtn .Bch CA9264W2120 Huntington Beach CA92648-2134 Huntington Beach CA92648-2121 APNm 023-251,L5 1 APNm 023-25105- APHm 023-25L-1.4. T.Zoy 1::.. Kri.lh.-y Le Stephen T'Z. ...La Saisse.11 6902 Lawn - Haven Dr.. 6921 Lawn Haven. Dr.. 6922. Lawn Haven. Dr., I-4un Ling ton Beach CA92648-2121 Hun Ling tan Beach CA9264B-21.11-:1. Huntington Beach 1C:A92648"2121 APNx 023-251,06. APNa 023-251,13. JPW 023-25L-1.2 :Rnnald A- Moore 1-1. Bas.cope Daniel. A.. Kubiak. 693-I. Lawn Haven Dr. 6932 Lawn Haven Dr.. -6942.Lawn Haven. Dr. Huntingtn Bch CA92648-2121 Runtinf-jion Beach CA92648-2121 Huntimqtn Bch, CA92648,212.1. APNm 023-251n07 APM 02S-25WOB. APNm 023-251nL1. Reuben •A. Urtega _.Jae X. f"hoA. Ri.p •A.. Sander.s 6951, Lawn Haven, Dr.. 69&L Lawn Haven, Dr. * 6962 Lawn, Waver: Or.. Huntington Reach =2=,2121 H.Untingtan Beach CA92648-2121 munting tan Deach ,CA92648-2121 APNI 023"251n09 APNx 023-25L-ID APNm 023-031n14. .�I!(11A. -1 -d A.. Hoover -ton Beach (.'.ivj..(:: .1(11 _�a t I-W AI;.T.affte.S -1— WE Edwai, City of 1--tunting 6971. Lawn Haven Dr.. 6972 Lawn Haven Dr., 2000 Main St... I-1untj.i-.igtn B.(::h .CA92648n21.Z:I. 1--tuntingtn Bch CA92648-21.21 14unt.ingt.on Beach CA926413 -7- APNm 023-020-06 APMm 02W020-03. APNm 023-020-05 Schaal Huntington Beach Unian H.J. S.ch.aa.]. Huntington Beach Union Hi Sch.(-_x(:)1 Huntis.i.gton Beach Union H.J. L025L Yorktown Ave.. ID25L Yarktown Ave.. 1025L Ymrktawn, Ave.. H,kA1-1t.iT)gtsar ReA.(.-h CA921646 Huntingt.on ,Beach CA92646 Kunting-ton Reach 1C.A92646 APNm 023-010-19 APNm 023-010-LO APNm 023-020-07 Hunting tan Beach Q.) -1--tuntington Beach Co Kucky Stor.es li-) 1--luntingt.on Beach Company P.Q. Box 761:1. P.O. Box 7611. P.O.. Box 76.1. . San 1:7ranci.s.co CA94.1.20 San Francisco CA94120 San Francisca rA94:1.20 APNm 023-202,14. APNm 023-202"L.5 APMm 023-202,17 .Diana 1-4(ekim.ian I.E.dward K. .11.3.chwartz fZubldn D.. Wel.ls 19421. Summer Breeze. 19422. 5ummer Breeze Lane. 19442. Summer- Breeze Lane. Run tington Beach CA92640-21.27 Hunting tan Beach CA9264.8-2.127 1--luntington Wakh CA92648-2127 APNx 02W202-1.£3. APWx 02a-202-19 AID m 023-202,20 Lynn H_ Aase �(3erald W. SaLleber .0eargett..a. Nolff 19452. 5ummer Breeze Lane. i 19462 Bummar Breeze Lane. 19472 Summer- Bi,,-e.eze. Lane. Huntington Beach CA92648-2127 Huntingtn Bch CA92648-2127 I-lunting-ton Beach CA9264872127 APNx 937-16-045 APW 937-1W048 APNL 937-IS,049 .Charles SI-iortridge "Uhael G- Mayeaux 1 Weni -E. -Loren.z 19761 Deep Harbor Dr.. 7302. Yallowtail. Dr. No. 1..02. 7710.2. Yell,awtail. Dr. No. 204 Huntington Beach CA92648 Huntington Beach CA9264.13 Hun ting ton aeaci-, CA9264.8 APNa 937-IA-050 APNw 937-16-053. 'APMm 937-1&-Q62- .John J. Ki(Iw:-?.s Ann M. Kitagawa J.0 Irtarifl-u-A J. F'ryer 1 � - 13191 Cantassa �.7302 Yellow, Tail. Dr No. 205 73D2 Yellowtail Dr. No. 104 Tustin CA92680 Huntington Beach CA926413 Huntington Beach CA92.64.8 APNx 937-IW044 APNw 937-IA-04.7 AF'N-.-- 9.3.7--:L.6,-03.5 Johnson I ,11.a.r ti 11 .S.ewall I Vick.j. Diane lAt-lders.on 7302. YellowtaiJ. No. 202 1-7302 YellowtaLL Dr. No. 203 221-3.02. Dam-ini.-Lai-Rd.. Huntington Beach CA92:64.0 Hunt-ingtx-)n Beach CA926418 Lagui:i.A fiKiqual ;CA92677 APMx 937-IA-032. KAPNI 937-16-034. 937-1.6-073.a Yonbong Kim P"ohn B. :Martin D.i.ane Sedwell. tts-1-1okin 7322. Yallowtail Dr. No. 103 7322. Yellowtail. Dr. No- 1..04. 7322. Yellowtail- Dr. Mo. 206. Hunt.ix,igton Beach CA9264.8 Huntington Beach CA9264.13 Huntington Beach CA92640 APNx 937-16-026 APNm 937-1.An027 APNx 937-IA-028L St... Ai:idra X.. Thom:aon Ben A. Trainer Zlohn Thomas .1*--)ast.(..-I,- 7322. Yell.owIaiI Dr. Mo. 202 2364. 3rd &t... 7322. YaLlowtail. Dr. No. ID:L .Huntington Beach CA9264.8 13an F*ranrJ.:T,.(:-.(.) CA94107 Huntington Beach CA92648 APNz 937-16-029 APNm 937-IW030 APNm 937716-031- Charles bamah cl-lox-2 S'teven S.Z. 7322 Yellawtail. Mo. 203 29071 W. Redfield Rd.. 7322. YallowtaLL Dr. No. 204 .Huntington Beach CA92640 F"ho.6n.J.x AZI-1.5023 Huntington Beach CA92648 APNx 9W-1..;".i-312 APNm 937-LS-313 .L-arry Jos.eph Ziamoiul Gregory J. Rowe StrAwper In.c 73.62 Yellowtail. Dr- No- 205 7562. Yell.owtail. Dr., Na... 1.04. 2:1.7EII. Windsong. .Huntington Beach CA9264.8 Huntington Beach CA9264.8 Hunting-.Lan Beach CA9264.6 APNm 937-1..5-309 APNx 937-L5-305' Al x 937-15-306 Virginia RosaLind George Martin I.I. F%'.uby Kamkarl 7362 Yellowtail. Dr. No. 203 11 7362. Yellowtai-l. Dr- Mo. IDI Ii 73.62. Yellnwtail. Dr. No. 201 Hunting ton Beach -CA9264.8 i Huntington Beach CA.92648 +4un ting ton Beach CA9264.E-1 AP1,1::. 937-1.5-3).07 AF'1,1::. 9317-1.5--,".5,01: IT[ary l0eener Ving.in.i.A C. -'1:3 tel-1;.-Ato hi - -KeY 73.62 Ye.13.dw.t.A:L:L. Na., 202 73.62 Ye11cxwta:L:L. Dr.. I%ln.. 1.02. 82,10k F*ini�xterr&-. Re-,a.ch C.A92.64.+4untiruji.on Reach ..CA92-64D Flun ti ng t on .3:r-v.ine CA92714n: Al 9:5.7 15-291. 93.7-15-M.O. Afll%hu; 93.7-15--Z-3.04. ,Ado.Lph E. Mayer i Mi.1.1dam JR.. •Lep- .Dorothy M.. I Ke.1.1,y T.3.6.2 YeLlawtakl. No- 103). 74.02 Ye.l..:I.(,),w:ta:i..:L. No... 208- 7402. Y6211.cmta'11, Dr.. 1.01. J-1un ting tf--)n CA9264B Runting-.Lon Rearh CA92.64.6 Hun tiny ton.';.3�Ac' h JCA9264-8 93:57-15-292 AF'1%1..-:. 93.7-1.5-293. 937-1.5-294. ...'To-el. R. C(;).V)--.I.maf-i -11a .Montoya 7402. Ye.1t:)1. .wta:L:L r D .. 1%1(:).., 201. rin A,. IT 74.02 No.. 202 i .I 74.02.. Ye.I.Lowtakl. Dr.. No- 102. Hun ting ton Reach CA9264D ,I-Luntin.g:ton Reach CA926413 Hun tington .1-Meach CA92641:1 937-1.5-295 937-4.5-296 Al::I%I::. 93.7-15-297- TiM R. ShUffkate EdA...1.y Floward F.Laharty ryzz Dwo Lj-t 7402 Dr-.. No- 20). ii f.k200 C.arriage-?. Way No- 1.01 7402. Ye22aw.-taj..1, 1%1(:),.. 204 :1-ItAntirig-ton Reach CA92-6 41: .:I:L6000.8 Flunting-tcm Seach rA926413 937-15-29R APN 93.7-4.5-299 9-a7---1.a--:S.00 Thomas S.. Turner Wayru? A.Lden .,Bi-.cxnx:lt Joseph K. Gar dmer 7402. Ye.13-cm-tai.:I.. 1%1(:).., 1.04. 7402. Dr.. No... 2015 -74.02. Ye.].Anwtaxi.l. Dr., No- 1.0.5 Hun tiri.cjton Fl-L-,,A.(.-.h C.A92.64E) Fk.tntington Rearli CA.9.2648 .1-tuntirigton Reach CA9264B A 1:N 9,3 7 93.7-15�-3.02. , Al. Mark J.. Sartclra R'.. MA11man 7402. Ye.11.owtakl. 1%1(:)... 206 7402 YeA.1ow-tai.1 Dr.. No- 207 7402.. Yc-%.1.:L.a.w.tAj..1. Dr-.. No... 1.06. .1--luntington Bea.ch CA92,64.8 liuntirig-.Lon Rceach CA92.64E) - .1-tunti,n.qton Reiach CA9264.8 17eW %Y INW-CAF4 9 -,j IVA-e4pcoc 4q24(C+& =-C8 01 1"-2go-lro to-252-1 I *ZR12474F.,+WArAp?TWAIP -HWAei 9 WO)W P lw HWY Ova VJ IWAM J 9CCqr 2, ewzw ax*, r-IVF,z 6WIN44* TMQE *2e# "�-6k 424,41 Mkj Ek), 6A- qP&*#O Mfiorp k 0+ q2474 - APN: 110-015-64 APN: 110-015-65 APN: 110-180-13 Signal Balsa Corp Signal Balsa Corp City of Huntington Beach ^�~ 17890 Sky Park Blvd . 17890 Sky Park Blvd. ~' 2000 Main St. Irvine CA92714 ~/ Irvine CA92714 Huntington Beach CA92648 APN: 110-210-10 APN: 110-180-17 APN: 110-200-13 Michael Wayne Niccole A. C. Marion Huntington Pacific Corp 400 3rd St. P.O. Box 108 2110 Maio St. Huntington Beach CA92648 Huntingtn Bch CA92648 Huntington Beach CA92648 APN: 110-200-14 APN: 110-200-15 APN: 110-200-16 Huntington Beach Co Scott E. Walker Diversified /. Cos Can Par Southwe 2120 Main St. No. 260 6203 Cordoba St. 19200 Von Karman No. 400 Huntington Beach CA92648 Long Beach CA90803 Irvine CA92715 APN: 110-211-05 APN: 110-211-06 APN: 110-211-07 Yousef Ghodooshim Weir Oil Co ~/ Weir Oil Co 819 Santee No. 302 401 20Th St. No. A 401 2()Th St. No. A Los Angeles CA90014 Huntington Beach CA92648 Huntington Beach CA92648 APN: 110-218-08 APN: 110-211-09 APN: 110-211-10 Huntington Beach Co PeterE. Howell Ignacio F. Estrada P.O. Box 7611 50 E. Yvon Dr.. 715 Alabama St. San Francisco CA94120 Tucson AZ85704 Huntingtn Bch CA92648 APN: 110-200-23 APNm 110-200-30 / APN: 110-200-31 / ~~ Park Central Pacific Coast Homes Huntington Beach Co 505 Park Ave. P.G. Box 7611 P.O. Box 7611 Balboa Island CA92662 San Francisco CA94120 San Francisco CA94120 APN: 110-211-03 APN: 11O-210-02 AF'Nm 110-210-03 Milton H. Marow David Dahl Michael W. Niccole 864 N. Bundy Dr. 505 Park Ave. 400 3rd St. � Los Angeles CA90049 Balboa Island CA92662 Huntington Beach CA92648 / _ APNw 110-210-06 APN: 110-210-07 APN: 110-211-02 John R. Schuesler Louis Spelts Ronald P. Borghetti 4832 Curtis Circle 471 Walnut Pl. 10208 Disney Circle Huntington Beach CA92649 Costa Mesa CA92627 Huntiogtn Bch CA92646 ' ' APN: 110-210-09 APN: 110-211-04 APN: 11O-210-11 Huntington Beach Company Yousef Ghodooshim Ruth L. Gordon P.O. Box 7611 819 Santee No. 302 2219 Greenleaf St. San Francisco CA94120 Los Angeles CA90014 Santa Ana CA92706 � APN: 11O-211-01 APN: 110-230-07 APN: 110-211-13 Yousef Ghodooshim City of Huntington Beach ' Dena Jeanne Zepeda Wood ,/ 819 Santee St. No. 302 2000 Main St.... 1310 W. Palm Lane Los Angeles CA90014 Huntington Beach CA92648 Phoenix AZ85007 APN: 110-211-11 APN: 110-220-82 APN: 110-211-12 - Miguel Vargas Perez Ronald I. Brindle Miguel Vargas Perez 2230 Florida Ave. 18851 Golden West St. P.O. Box 1645 Huntington Beach CA92648 Huntington Beach CA92648 Costa Mesa CA92628 ' APN: 110-180-16 APN: 110-210-01 APN: 110-200-21 ' City of Huntington Beach . William Landis Michael W. Blasgen 2000 Main St. `/ 1901 Avenue of The Stars 33 Whippoorwill Rd . Huntington Beach CA92648 |-os Angeles CA90067 Chappaqua NY10514 � AF'N: 110-200-22 APN: 110-200-18 APN: 110-200-20 � Huntington Beach Co Huntington Beach Company Huntington Beach Company � P.O. Box 7611 / P.O. Box 7611 P.O. Box 7611 San Francisco CA94120 San Francisco CA94120 San Francisco CA94120 APN: 110-200-19 APNw 110-211-14 APN: 110-220-04 Huntington Beach Co Miguel Vargas Perez Ronald I. Brindle 2120 Main St. « 2230 Florida Ave. 18851 Golden West St. Huntington Beach CA92648 Huntington Beach CA92648 Huntington Beach CA92648 APN: 110-220-03 APN: 110-200-17 APN: 110-211-08 Ronald I. Brindle Garfield Partners Weir Oil Co 18851 Golden West St., 520 Broadway No. 100 401 20Th St. No. A � Huntington Beach CA92648 Santa Monica CA90401 Huntington Beach CA92648 ---- APN: 023-501-14 APN: 023-501-15 APN: 023-501-16 Penninsula 1 Partners Penninsula 1 Partners Penninsula .1 Partners ~ 520 Broadway No. 100 52() Broadway No. 100 520 Broadway No. 100 Santa Monica CA90401 Santa Monica CA90401 Santa Monica CA90401 APN: 023-501-17 APN: 023-501-18 APN: 023-501-19 Penninsula 1 Partners Penninsula 1 Partners Penninsula 1 Partners 520 Broadway No. 100 520 Broadway No. 100 520 Broadway No. 100 Santa Monica CA90401 Santa Monica CA90401 Santa Monica CA90401 APN: 023-501-20 APH: 023-501-21 APN: 023-501-22 Penninsula 1 Partners Penninsula 1 Partners Penninsula 1 Partners 520 Broadway No. 100 520 Broadway No. 100 520 Broadway No. 100 Santa Monica CA904O1 Santa Monica CA90401 Santa Monica CA90401 APN: 023-501-23 APN: 023-501-24 APN: 023-501-25 Penninsula 1 Partners Penninsula, 1 Partners Penninsula 1 Partners 520 Broadway No. 10O 520 .Broadway No. 10O 520 Broadway No. 100 Santa Monica CA90401 Santa Monica CA90401 Santa Monica CA90401 APN: 023-501-26 APN: 023-501-27 APN: 023-501-28 ' Penninsula 1 Partners Penninsula 1 Partners Penninsula 1 Partners 520 Brnadway Nu. 100 520 Broadway Na. 100 520 Broadway No. 100 Santa Monica CA90401 Santa Monica CA90401 Santa Monica CA90401 APN: 023-505-01 APN: 023-505-18 APN: 023-505-19 Penninsula 1 Partners Penninsula 1 Partners Penninsula 1 Partners 520 Broadway No. 100 520 Broadway No- 100 520 Broadway No. 100 Santa Monica CA90401 Santa Monica CA90401 Santa Monica CA90401 APN* 023-271-28 APN: 023-331-60 APN: 023-331-61 Beachwalk Homeowners ,Assn I . Ptnrs Ptnshp Peninsula I. Ptnrs Ptnshp Peninsula 30101 Town Center No. 211A 520 Broadway No. 100 520 Broadway No. 100 Laguna Niguel CA92677 Santa Monica CA90401 Santa Monica CA90401 ' AF'N, 023-331-62 APN: 023-331-63 AF'N: 110-015-5(] I . Ptnrs Ptnshp Peninsula I. Ptnrs Ptoshp Peninsula Huntington Beach Company 520 Broadway No. 100 520 Broadway No. 100 P.O. Box 7611 Santa Monica CA90401 Santa Monica CA90401 San Francisco CA94120 APN: 110-015-57 APN: 023-506-01 APN: 023-506-02 Huntington Beach Company Penoiosula 1 Partners Penniosula 1 Partners P.D. Box 7611 520 Broadway No. 100 520 Broadway No. 100 San Francisco CA94120 Santa Monica CA90401 Santa Monica CA90401 ' - APN: 023_506-03 APN: 023-506-04 APNm 023-262-07 Penninsula 1 Partners Fenninsula 1 Partners Wilbur J. Hiebert 520 Broadway No. 100 520 Broadway No. 10O 19242 Evening Hill Dr., Santa Monica CA90401 Santa Monica CA90401 Huntingtn Bch CA92648-2106 � APN: 023-262-08 APN: 023-261-07 APN: 023-261-06 R. Gary Yearsley Richard D. Salamida Fitzpatrick � 19262 Evening Hill Dr. 6751 Lawn Haven Dr. 6761 Lawn Haven Dr. Huntington Beach CA92648-2106 Huntingtn Bch CA92648-2118 Huntington Beach CA92648-2118 APN: 023-261-05 APN: 023-262-08 APNm 023-261-04 � Reinald C. Heise Gene J. Omicioli William R. Perkins 6771 Lawn Haven Dr. 6772 Lawn Haven Dr. 6781 Lawnhaven Dr. � Huntingtn Bch CA92648-2118 Huntingtn Bch CA92648-2122 Huntington Beach CA92648-2118 ' APNm 023-262-05 APN: 023-261-03 APN: 023-262-04 ' � Edward E. Brandenburg John E. Carter Ronald G. Berger, 6782 Lawn Haven Dr.. 6791 Lawnhaven Dr. 6792 Lawn Haven Dr. � Huntingtn Bch CA92648-2122 Huntington Beach CA92648-2118 Huntingtn Bch CA92648-2122 APN: 023-261-02 APN: 023-262-03 APN: 023-262-02 Robert G. Madsen Elmer F. Creighton Frederick Pratt 6801 Lawn Haven Dr. 6802 Lawn Haven Dr.. 6812 Lawn Haven Dr. Huntingtn Bch CA92648-2119 Huntington Beach CA92648-2120 Huntington Beach CA92648-2120 APN: 023-261-01 APN: 023-262-01 APN: 023-271-01 Huntington Beach Co Marie B. Foltz Max Kocioski ^/ . P.O. Box 7611 " 6822 Lawn Haven Dr. 19465 Sandcastle Lane San Francisco CA94120 Huntington Beach CA92648-2120 Huntington Beach CA92648-3028 APN: 023_271-02 APN: 023-271-03 William F. Wagner Wanda J. Leighton � 19471 Sandcastle Lane 19475 Sandcastle Lane Huntington Beach CA92648-3028 Huntingtn Bch CA92648-3028 | APN: 937-40-041 APN: 937-40-047 APN: 937-40-045 Hildegard H. Buthe Victoria M. Cook Keith Dahl , 7445 Seastar Dr. No. 2 7445 Seastar No. G. 7445 Seastar Dr. No. 6 Huntington Beach CA92648-2270 Huntington Beach CA92648-2246 Huntington Beach CA92648-2246 - APN: 937-40-042 APN: 937-40-044 APN: 937-40-043 Edward Quesada John A. Aughton Paul I . Lipscomb P.O. Box 7232 7445 Seastar No. 5 242 N. Hickory Branch Lane Newport Beach CA92660 Huntington Beach CA92648-2246 Orange CA92669 APN: 937-40-04O APN: 937-40-046 APN: 937-40-084 Nancy Blumhagen Thomas W. Dowlaod Darrel Clouse 7445 Sea Star Dr. No. 1 16826 Tin Mountain Circle 19092 Shoreline Lane No. 5 Huntington Beach CA92648-2270 Fountain Valley CA92708 Huntington Beach CA92648-2285 APN: 937-40-083 APN: 937-40-081 APN: 937-40-087 John P. Hester Jack C. Kintz Cynthia J. Bergmann 19()92 Shoreline Lane No. 4 16891 Lark Lane 19092 Shoreline Lane No. 8 Huntington Beach CA92648-2249 Huntington Beach CA92649 Huntington Beach CA92648-2285 APN: 937-40-08() APN: 937-40-O85 APN: 937-40-086 Matthew K. Owen Harpld M. Schaffer James Wilson 19()92-1 Shoreline Dr. 19092 Shoreline Lane No. 6 1L403 Bear Meadow Circle Huntington Beach CA92648n2249 Huntington Beach CA92648-2285 Cerritos CA90701 APN: 937-40-082 APN: 937-40-075 APN: 937-40-073 Philip E. Denny Sheila Marie Malavasi Neill H. Casey 19092 Shoreline Lane No. 19105 Shoreline Lane No. 4 L50 E. 42nd [it. No. 27O3 Huntington Beach CA92648-2249 Huntington Beach CA92648-2286 New York NY10O17 APN: 937-40-072 APN* 937-40-079 APN: 937-40-076 Michael Scott Cooney Sandra Turner James S. Ririe 19105 Shoreline No. 1. 19105 Shoreline Nu. S. 19105 Shoreline Lane No. 5 Huntington Beach CA92648-2286 Huntington Beach CA92648-2287 Huntington Beach CA92648-2287 APN: 937-40-078 APNm 937-4()-()74 APNm 937-40-077 Eric Ward Laura J. Knowles William K. Mc Williams 191()5-7 Shoreline Lane 19105 Shoreline Lane 19105 Shoreline Nn. 6 Huntington Beach CA92648-2287 Huntington Beach CA92648-2286 Huntington Beach CA92648-2287 APN: 937-40-060 APN: 937-40-063 APN: 937-40-056 Kathryn M. Saenz Gary May Maxine S. Miller 7402 Seastar Lane No. 5 7402 Seastar Dr. No. 8 7402 Seastar Dr. No. 1 ^ Huntington Beach CA92648-2243 Huntington Beach CA92648-2243 Huntington Beach CA92648-2243 - APN: 937-40-062 APNm 937-40-058 /)PNw 937-40-059 Denise Marie Sheaffer Lily H. Vinh Joe Vogan 1600 E. 3rd Ave. No. 2406 7402 Seastar Dr. No. 3 P.O. Box 341 San Mateo CA94401 Huntington Beach CA92648-2243 Huntington Beach CA92648 APN: 937-40-057 APN: 937-40-061 APN: 937-40-049 John Dodd Philip K. 1-ee Susan Gail Klotz 7402 Seaster Dr. No. 2 7402 Seastar Dr. No. 6 7415 Seastar Dr. No. 2 Huntington Beach CA92648-2243 Huntiogton .Beach CA92648-2243 Huntington Beach CA92648-2274 APN: 937-40-048 APN: 937-40-052 APN: 937-40-051 James A. Langlois TamaraL. Carey Patti Ann Leonheart 7415 Seastar Dr. No. 1 7415 Seastar Dr. No. 5 7415 Sea Star Dr. No. 4 Huntington Beach CA92648-2274 Huntington Beach CA92648-2275 Huntington Beach CA92648-2274 APN: 937-40-050 APN: 937-40-055 APN: 937-40-053 Elizabeth Ann Minnie Joseph W. McIntyre Dale H. Halverson 1747 Park St. 7415 Seastar Dr. No. 8 7415 Seastar Dr. No. 6 Huntington Beach CA92648 Huntington Beach CA92648-2275 Huntington Beach CA92648-2275 APH: 937-40-054 APNm 937-40-064 APN: 937-40-070 Mark A. Miller Andrea Wenoerbe/.g David J. Cupelli 7415 Reastar Dr. No. 7 7422 Sea Star Dr. No. 1 7422 Seastar Dr. No. 7 Huntington Beach CA92648-2275 Huntington Beach CA92648-2200 Huntington Beach CA92648-2269 APN: 937-40-071 APN: 937-40-068 APN: 937-40-065 LeslieA. Barry Judith F. Chappell Susan Kaye Stamey 7422 Seastar No. 8 7422 Seastar No. 5 7422 Seastar Dr. No. 2 Huntington Beach CA92648-2269 Huntington Beach CA92648-2269 Huntington Beach CA92648-2200 APNm 937-40-066 APN: 937-40-067 APN: 937-40-069 Charles L. Fox LynoeE. Briggs Charles E. G. Leech 6192 Sonoma Dr. 7422 Seastar No. 4 17442 Kurt Lane Huntington Beach CA92647 Huntington Beach CA92648-2200 Huntington Beach CA92647 _ -- ' APN: 937-40-090 APN: 937-40-091 APN: 937-40-094 Hans C. Anderson Maximilian M. Whaog Kathleen J. Flamm ^ 19072 Oceanport Lane No. 3 6895 E. Georgetown Circle 19072 Oceanport No. 7 | ) Huntington Beach CA92648-2241 Anaheim CA92807 Huntington Beach CA92648-2241 _ AP'N: 937-40-09�l APN: 937-40-089 APN: 937-40-095 Valerie Ann Millard Stephanie J. Bates Marlene Koester 19072 Oceanport Lane No. 6 19072 Oceanport. Lane No. 2 19072 Oceanpc rt. Lane No. 8 Huntington Beach CA92648-2241 Huntington Beach CA92648-2241 Huntington Beach CA92648-2241 APN: 937-40-092 APN: 937-40-088 APN: 937-40-11O Lynn H. Mc Creary Karen K. Dgawa Fred C. Offenhauser 3586 Oakridge Dr. 1902 Oceanport Lane No. 1 19075 Oceanport No. 7 Bountiful Ut CA84010 Huntington Beach CA92648 Huntington Beach CA92648-2284 APN: 937-40-106 APNi 937-40-108 APNm 937-40-109 George H. C/sson Richa/'d Stooe Peter Kelleher 100() S. Palm 19075 Oceanpart Lane No. 5 1()975 Oceanpczrt Lane No. 6 San Gabriel CA91776 Huntington Beach CA92648-2284 Huntington Beach CA92648 APN: 937-40-105 APN: 937-40-107 APN: 937-40-111 Faiz Frank Khalaf Richard T. Makimoto Richard Lee Streitfeld 19091 Newland St.. 645 S. Rockridge Pl ., 19075 Oceanport Lane No. 8 Huntington Beach CA92646 Anaheim CA92807 Huntington Beach CA92648-2284 APN: 937-40-1O4 APN: 937-40-118 APN: 937-40-113 Nancy F. Burroughs Frank D. Jester Michael S. Miles 19075 Oceanport Lane No. 1 19112 Oceanport. Lane No. 7 19112 OceanportLane Huntington Beach CA92648-2283 Huntington Beach CA92648-2276 Huntington Beach CA92648-2276 APW 937-40-114 APN: 937-40-119 APN: 937-40-117 Deborah Lcx/ise Bowers Grace Krupadziorow Eric T. May 19112 Ocean Port Lane No. 3 19112 Oceanport Lane No. 8 19112 Oceanport Lane No. 6 Huntington Beach CA92648-2276 Huntington Beach CA92648-2276 Huntington Beach CA92648-2276 AF'N: 937-40-112 APN: 937-40-116 APH: 937-4()-115 Jeffrey J. Barber Jan Wolf Timothy G. Legris 19112 Oceanport Lane No. 1 19112 Oceanport Lane No. 5 19112 Oceanport No. 4 Huntington Beach CA92648-2276 Huntington Beach CA92648-2276 Huntington Beach CA92648-2276 APN: 111-071-27 APN: 111-071-31 APN: 111-O72-08. City of Huntiogton Beach City of Huntiogton Beach Huntington Beach Co ' 2000 Main St. P.O. Box 190 P.O. Box 7611 � Huntington Beach CA92648 Huntiogtn Bch CA92648 San Francisco CA94120 - APN: 111-130-05 APN: 111-140-06 APN: 111-110-07 Richard K. Ashby &. & Mola Weaver Gordon L. Jones 7072 Garfield Ave. 19061 Crystal St. 2931 Calle Heraldo Huntington Beach CA92648-1599 Hu.ntington Beach CA92648 San Clemente CA92672 APN: 111-120-10. APN: 111-110-35 APN: 111-110-15 John A. Thomas S Garfield Industrial Inc JerryJ. Galich 19782 Scenic Bay Lane P.O. Bux 1597 939 1OTh St. Huntiogtcn Beach CA92648 Huntington Beach CA92648 Huntiogtn Bch CA92648 APN: 111-072-04 APN: 111-072-17 APN: 111-072-21 Huntington Beach Company Huntington Pacific Corp Huntington Pacific Corp P.O. Box 7611 2110 Main St. 2110 Main St. San Francisco CA94120 H//ntiogtn Bch CA92648 Huntiogtn Bch CA92648 APW 111-120-01 APNm 111-120-28 APN: 111-120-09 S & C Oil Co Inc W-(air Oil Inc John A. Th-omas 411 Main St. No. B 401 20Th St. 19782 Scenic Bay Lane Huntingtn Bch CA92648 Huntingtn Bch CA92648 Huntington Beach CA92648 APN: 111-072-02 AF'N: 937-40-099 APN: 937-40-098 Pacific Coast Homes / Peter Penland Samuel Z. Gonzales P.O. Box 7611 19052 Oceanport Lane No. 4 19052 (lceanpartNo. 3 San Francisco CA94120 Huntington Beach CA92648-2279 Huntington Beach CA92648-2279 APN: 937~40-100 APN: 937-40-103 APN: 937-40-097 Rex W. Rockwell Gary A. Zimmerman Thomas E. Carey 19052 Ocpanport. Lane No. 5 19052 Oceanport Lane No. 8 2663 Hurricane Cove Huntington Beach CA92648-2240 Huntington Beach CA92648-2240 Port Hueneme CA93041 APN: 937-40-102 APN: 937-40-101 APN: 937-40-096 Lawrence H. Berry Edward Y. Kwak Thomas W. Dowlaod P.O. Box 2006 9204 Del Mar Dr- 16826 Tin Mountain Circle Benicia CA94510 Pico Rivera CA90660 Fountain Valley CA927O8 � APN: 111-140-22 APNw 111-140-23 APN: 111-140-24 Mola Dev Corp Maribelle Deoslow A. M. Pedersen ' 19061 Crystal St. 324 Auburn Ave.. 610 Main St. | Huntington Beach CA92648 Sierra Madre CA91024 Huntington Beach CA92648 ' APN: 111-130-12 APN: 111-140-04 APN: 111-14O-33 Elizabeth Jane Mills &. & Mola Weaver Pacific Coast Homes ! 1 Wilshire Blvd . No. 2000 19061 Crystal St. 2120 Main St. No. 260 �~ Los Angeles CA90017 Huntington Beach CA92648 Huntington Beach [A92648 APN: 111-140-35 APN: 111-14O-29 APNm 111-130-18 Pacific Coast Homes Pacific Coast Homes ' Pacific Coast Homes 2120 Main St. No. 260 "/ 2120 Main St. Nu. 260 / 2120 Main St. No. 260 Huntington Beach CA92648 Huntington Beach CA92648 Huntington Beach CA92648 AF'N: 111-140-30 APN: 111-130-28 APN: 111-140-08 Pacific [oast Humes City of Huntington Beach // &. & Kola Weaver 2120 Main St. No. 260 J City Hall 19061 Crystal St. Huntington Beach CA92648 Fk/ntiogtn Bch CA92648 Huntington Beach CA92648 APN: 111-130-22 APN: 111-14()-28 APN: 111-11O-20 Pacific Coast Homes ' Pacific Coast Homes c/ Michael L. Ramsey 2120 Main St. No. 260 ° 2120 Main St. No. 260 19372 Woodlands Lane | Huntington Beach CA92648 Huntington Beach CA92648 Huntington Beach CA92648 AF'A: 111-110-18 APN: 111-11()-19 APN: 111-110-22 Robert P. Mandic Fk/byGreer A. M. Pedersen 1112 Main St. 15111 Bushard St. Nn. 22 610 Main St. Huntington Beach CA92648 Westminster CA92683 Huntington Beach CA92648 AF'N: 111-11O-1.6 APN: 111-140-25 APN: 111-140-19 | Prentiss M. Custer Carl M. Weaver John A. Gustafson � 5771 Terrier Dr. 19061 Crystal St. 19161 Crystal St. Huntington Beach CA92649 Huntington Beach CA92648-2295 Huntington Beach CA92648-2225 APN: 111-14()-34 APN: 111-071-25 APN: 111-071-28 Pacific Coast Homes City of Huntington Beach City of Huntington Beach | 2120 Main St. No. 260 2000 Main St. 2000 Maio St. Huntington Beach CA92648 Huntington Beach CA92648 Huntington Beach CA92648 � � APN: 111-120-12 APN: 111-120-13 APN: 111-120-14 Harold A. Lingle John A. Thomas John A. Thomas . 3817 Atlantic Ave. 19782 Scenic Bay Lane 19782Scenic Bay Lane Long Beach CA90807 Huntingtn Bch CA92648 Huntingtn Bch CA92648 ' AF'N: 111-140-36 AF1N: 111-120-16 APN: 111-120-17 Donald A. Weir Colleen Armstrong John A. Thomas 401 20Th St. No. A 19782 Scenic Bay Lane 19782ScenicBay Lane Huntington Beach CA92648 Huntingtn Bch CA92648 Bch CA92648 APN: 111-14()-21 APN: 111-120-19 APN: 111-140-01 Mola Dev Corp John A. Thomas Lorayoe Telford 19061 Crystal St. 19782 Scenic Bay Lane P.O. Box 565 Huntington Beach CA92648 Huntington Beach CA92648 Liberty TX77575 | APN: 111-120-22 APN: 111 120 23 APN: 111 140-05' - - �- � | LiodaL. Thomas Linda L. Thomas &. & Mola Weaver 19782 Scenic Bay Lane 19782 Scenic Bay Lane 19061 Crystal- St. Huntingtn Bch CA92648 Huntingtn Bch CA92648 Huntington Beach CA92648 APNo 111-130-15 APN: 111-130-16 APN: 111-120-27 Wilvian J. Renner Pacific Coast Homes Travis B. Mitchell 807 Frankfort 2120 Main St. No. 280 � 2919 Gardena Ave. Huntington Beach CA92648 Huntington Beach CA92648 Signal Hill CA90806 APN: 111-140-09 APN: 111-120-29 APN: 111-130-20 Linda University Lama Joe Mun i.z Pacific Coast Homes V � 11234 Anderson St., 1807 Tamager Dr. 2120 Main St. No. 260 Lama .Ldoda CA92354 Costa Mesa CA92626 Huntington Beach CA92648 APN: 111-130-21 APN: 111-130-02 APN: 111-130-23 Pacific Coast Hooes Weir Oil Co Pacific Coast Homes .// 2120 Main St. No. 26() \/ 401 20Th St.... �]� " 2120 Main St. No.. 26() ' Huntington Beach CA92648 Huntington Beach CA92648 Huntington Beach CA92648 APN: 111-1]X)-06 APN: 111-14(>-37 APN: 111-130-26 Helen Vick Petersen Donald A. Weir Weir Oil Co 8755 Kingshill Dr. 401 20Th St. No. A 401 20Th St. Salt Lake CityUT84121 Huntington Beach CA92648 Huntington Beach CA92648 � APN: 111-11O-O3 APN: 111-120-25 APN: 111-140-07 E]merE. Goetsch John A. Thomas Harold A. Tr HA Lingle . | 612 10Th St. 19782 Scenic Bay Lane 3817 Atlantic Ave. | Huntington Beach CA92648 Huntingtn Bch [X\92648 Long Beach CA90807 APN: 111-11O-1O APN: 111-110-14 APN: 111-140-10 &. & Mola Weaver Christopher Joseph Taylor City of Huntington Beach 19061 Crystal St. No. 210 1840 Pine St. City Hall ,~ Huntington Beach CA92648 Huntington Beach CA92648 Huntingtn Bch CA92648 APN: 111-120-30 APN: 111-130-01 APN: 111-140-16 Jnhn A. Thomas Weir Oil Co Inc Walter Nichols Dabney 19782 Scenic Bay Lane 401 20Th St. � 19731 Coastline Lane Huntington Beach CA92648 Huntington Beach CA92648 Huntington Beach CA92648 APN: 111-140-18 APNz 111-110-21 APN: 111-14()-20 Dagmar Killingswort Jones A. M. Pedersen Mola Dev Corp ^/ 4221. Linden Ave. 610 Main St. 19061 Crystal St. Long Beach CA90803 Huntington Beach CA92648 Huntington Beach CA92648 APN: 111-110-23 APN: 111-11O-31 APNm 111-110-32 Prentiss M. Custer Charles H. Bollman Alvin R. Cohn 5771 Terrier Dr. P.O. Box 875 304 S. Spalding Dr. Huntington Beach CA92649 Huntington Beach CA92648 Beverly Hills CA90212 APN: 111-110-33 APN: 111-110-34 APN: 111-140-26 Jack Dean Weide &. & Mula Weaver Est of Dorothy Levoy Otto 1007 Florida St. 19061 Crystal St. 2710 Anchuy Ave. Huntington Beach CA92648 Huntington Beach CA92648 San Pedro CA90732 APN: 111-140-27 APN: 111-120-06 APN: 111-120-07 Est of Dorothy Levoy Otto LiodaL. Thomas Linda L. Thomas 2710 Anchoy Ave. 19782 Scenic Bay Lane 19782 Scenic Bay Lane San Pedro CA90732 Huntingtn Bch CA92648 Huntingtn Bch CA92648 APN: 111-120-08 APN: 111-14()-31 APNz 111-120-11 | | Linda Thomas Pacific Coast Hoox*s Harold A. Lingle 19782 Scenic Bay Lane 2120 Main St. No. 260 3817 Atlantic Ave. Huntingtn Bch CA92648 Huntington Beach CA92648 Lang Beach CA90807 _ APN: 111-130-07 APN: 111-130-08 APN: 111-130-09 Harold A. Lingle Harold A. Lingle Bobbie G. Williams . 3817 Atlantic Ave. 3817 Atlantic Ave. 2676 Orange Ave. Long Beach CA90807 Long Beach CA90807 Signal Hill CA90806 ' APN: 111-13O-10 APN: 111-130-11 APN: 111-072-03 Huntington Beach Company Elizabeth Jame Mills Pacific Coast Homes ~~ P.O. Box 7611 1 Wilshire Blvd . No. 2000 P.O. Box 7611 San Francisco CA94120 Los Angeles CA90017 San Francisco CA94120 APN: 111-130-14 APN: 111-072-05 APN: 111-072-07 Huntington Surfside Corp Pacific Coast Homes Huntington Beach Co 2676 Orange Ave. P.O. Box 7611 P.D. Box 7611 Signal Hill CA90806 San Francisco CA94120 San Francisco CA94120 / APN: 111-130-17 APNi 111-072-09 APN: 111-072-1O Pacific Coast Homes Huntington Beach Co Pacific Coast Homes ~/ 2120 Main St. No. 260 P.O. Box 7611 / P.O. Box 7611 Huntington Beach CA92648 'V �San Francisco CA94120 San Francisco CA94120 APN: 111-072-11 APN: 111-072-12 APN: 111-072-14 Pacific Coast Homes Pacific Coast Homes Huntington Beach Co ^/ P.O. Box 7611 P.O. Box 7611 2110 Main St. San Francisco CA94120 San Francisco CA94120 Huntington Beach CA92648 APN: 111-072-15 APN: 111-120-15 APN: 111-072-18 Pacific Coast Homes John A. Thomas Huntington Beach Company u/ P.O. Box 7611 / 19782 Scenic Bay Lane P.O. Box 7611 San Francisco CA94120 Huntingtn Bch CA92648 San Francisco CA94120 APN: 111-072-20 APN, 111-130-27 APN: 111-072-22 Pacific Coast Homes / Weir Oil Co Inc ' Huntington Beach Co P.O. Box 7611 401 20Th St. P.O. Box 7611 ~ San Francisco CA94120 Huntington Beach CA92648 San Francisco CA94120 APN: 111-072-23 APN: 111-14O-02 APN: 111-110-02 Pacific Coast Homes Dooald A. Weir Robert P. Maodic P.O. Box 7611 401 20Th St. No. A 1112 Maio St. San Francisco CA94120 Huntington Beach CA92648 Huntington Beach CA92648 APN: 111-150-44 APN: 111-150-25 APN: 111-150-26 Pacific Coast Homes Patricia H. Deoslow Pacific Coast Homes P.D. Box 7611 5150 Calvin Ave.. 2120 Main St. No. 260 / ^ San Francisco CA94120 Tarzana CA91356 Huntington Beach CA92648 - ' APN: 111-150-27 APN: 111-150-28 APN: 111-150-29 Pacific Coast Homes Pacific Coast Homes Pacific Coast Homes 2120 Main St. Nu. 260 2120 Main St. No. 260 /'� 2120 Main St. No. 260 Huntington Beach CA92648 Huntington Beach CA92648 Huntington Beach CA9248 APN: 111-150-13 APN: 111-150-15 APN: 111-150-32 Donald A. Weir Robert Gordon Gowdy Terry William Salyer 401 20Th St. No. A 8O Mira Adelante 9849 Oscar Circle Huntington Beach CA92648 San Clemente CA92672 Fountain ValleyCA92708 APN: 159-191-05 APN: 111-150-11l APN: 111-150-36 Huntington Beach Co Pacific Coast Humes James M. Brown P.O. Box 7611 2120 Main St. No. 260 ' 221 Middlefield Dr., San Francisco CA94120 Huntington Beach CA92648 San Francisco 27 CA94132 APN* 111-150-37 APN: 111-150-21 APN: 111-150-22 Melvin F. Keller Marion Burlingham Pacific Coast Homes 4534 Sw Hewett Blvd . 5237 H. Rosemead Blvd . P.O. Box 7611 ~/ Portland Oreg OR97221 San Gabriel CA91776 San Francisco CA94120 APN: 111-15()-23 APN: 111-150-24 APN* 159-192-04 Pacific Coast Homes Willis M. Elliott PhilipH. Simon P.O. Box 7611 19411 Worchester Lane 3812 W. Sepulveda Blvd . No. 240 San Francisco CA94120 Huntingtn Bch CA92646 Torrance CA90505 APN: 111-150-34 APN: 111-150-31 APN: 159-192-03 Melvin F. Keller Pacific Coast Homes William J. Paden 4534 Sw Hewitt Blvd. P.O. Box 7611 2636 Hollister Terrace Portland Oreg OR97221 San Francisco CA94120 Glendale CA91206 APN: 111-150-40 APN: 111-150-30 APN: 159-191-04 Pacific Coast Homes . Jack Santiago Huntington Signal Oil Co / 2120 Main St. Nu. 26() J 310- 1/lth St. 5362 Oceanus Dr. Huntington Beach CA92648 Huntington Beach CA92648 Huntington Beach CA92649 � APN: 111-150-38 APN: 111-150-39 AF1N: 159-1I1-16 Roland J. Worthy Weir Oil Co Inc Martin Douglas Settles ~ ! 8125 Via Urner Way 401 20Th St., P.O. Box 10212 Bonsail CA92003 Huntingtn Bch CA92648 Fullerton CA92635 ' APN: 159-131-15 APN: 159-131-17 APN: 159-131-14 Martin Douglas Settles Edward J. Vergara Edward J. Vergara P.O. Box 10212 P.O. Box 1173 P.O. Box 1173 ! Fullerton CA92635 Lakewood CA90714 Lakewood CA90714 . | APN: 159-131-18 APN: 159-131-13 APN: 159-131-19 Paul A. Amelatte Edward J. Verga� Paul A. Amelotte 12622 Kings View P.Oi Box 1173 25371 Calle Recerra Santa Ana CA92705 Lakewood CA90714 Laguna Niguel CA92677 APN: 159-131-12 APN: 159-131-20 APN: 159-131-11 Dung Duc Nguyen Arthur Cortez West Coast-Huntington Beach Inves{ 16405 Hemlock St. 7662 Commodore Circle 7111 Stonewood Dr. � Fountain ValleyCA927O8 Huntington Beach CA92648-1862 Huntington Beach CA92647 APN: 159-131-21 APN: 159-063-09 APN: 159-063-08 Coast -. Huntington Beach Inv Wes1 Philip B. Hebert Richard C. Morley 7111 Stonewood Dr. 7512 Appleby Dr. 7522 Appleby Dr. Huntington Beach CA92647 Huntingtn Bch CA92648-1405 Huntingtn Bch CA92648-1405 APN: 159-063-07 APNm 159-063-11 APN: 159-063-10 Edward J. Harvey Brian M. Kelly Mike A. Klubniken 7532 Appleby Dr. 18471 Carnaby Lane 18481 Carnaby Lane Huntingtn Bch CA92648-1405 Huntingtn Bch CA92648-1409 Huntingtn Bch CA92648-1409 APN: 159-263-06 APNm 159-263-05 APN: 159-263-04 Randy A. Gates Walter M. Behn Michael F. Ferguson 18691 Club Lane 4908 Keos Way 20836 Juniper Ave. Huntington Beach CA92648-1822 Oceanside CA92056 Yorba Linda CA92686 APN: 159-263-56 APN: 159-263-03 APN: 159-263-57 {��nise C. Michelson Michael G. Weigele W. Cliff Stan*..? 1}]704 Club Dr. 18709 Club Lane 18710 Club Lane Huntington Beach CA92848-1823 Huntington Beach CA92648-1822 Huntington Beach CA92648-1823 APN: 159-263-02 APN: 159-2&3-58 APN: 159-263-59 TbomasA. Pizurie Masakazu '3ekiya Damian Lee Woods ^ 18715 Club Lane 18716 Club Dr. 1518 Lincoln Lane Huntington Beach CA92648-1821 Huntington Beach CA92648-1823 Newport Beach CA92660 ' APN: 159-263-60 APN: 159-264-30 APN: 159-264-29 Laureen L. McReynolds Ken Kotchnik peter J. Mc Kenna 18722 Club Lane 18731 Club Lane 18737 Club Lane Huntington BeachCA92648-1840 Huntington Beach CA92648-1821 Huntington Beach CA92648-1821 APN: 159-264-31 APN: 159-26q-28 APN: 159-264-32 Sunni L. Albright Corinne A. Richardson Mark M. Frisman 18738 Club Lane P.O. Box 457 18744 Club Lane Huntington Beach CA92648-1819 Twentynioe Palms CA92277 Huntington Beach CA92648-1819 APN: 159-264-27 APN: 159-264-33 APN: 159-264-26 Cynthia L. Barry Charles E. Barron BruceW. Bradley 18749 Club Lane 6501 Trinette 18755 Club Lane Huntington Beach CA92648-1820 Garden Grove CA92645 Huntington Beach CA92648-1820 APN: 159-264-34 APN: 159-264-25 APN: 159-264-35 JackL. Kirk Daryl E. Nishioka James M. Brooks 18756 Club Lane 18761 Club Lane P.O. Box 1138 Huntington Beach CA92648-1837 Huntington Beach CA92648-1820 Santa Ana CA92702 APN: 159-264-36 APN: 159-264-24 APN: 159-264-37 Richard V. Peterson Kathleen S. Giovanni Scavo 1(I772 Club Lane 7400 Center Ave. No. 1(>7 33942 Granada Dr. Huntington Beach CA92648-1837 Huntington Beach CA92647 Dana Point CA92629 APH: 159-264-23 APN: 159-264-38 APN: 159-264-22 Jinny K. Schilling Charles M. Phillips SZYMANSKI ZBIGNIEW P 18783 Club Lan(-.-! 18784 Club Lane 18789 Club Lane Huntington Beach CA92648-1818 Huntington Beach CA92648-1835 Huntington Beach CA92648-1817 APN: 159-264-21 APN: 159-264-20 APN: 159-264-19 John E. Ebert--..; William R. Beck Clare Marie Dellemann 18795 Club Lane 188O1 Club Lane 18809 Club Lane No. 19 Huntington Beach CA92648-1817 Huntington Beach CA92648-1817 Huntington Beach CA92648-1817 APN: 937-40-007 APNm 937-40-004 APNm 937-40-005 Elizabeth J. Pedersen Richard T. Makimoto John J[. Miller ` 19235 Shoreline Lane No. 8 645 S. Rockridge Pl. 19235 Shoreline Lane No. 6 Huntington Beach CA92648-2259 Anaheim CA92807 Huntington Beach CA92648-2259 APN: 937-40-006 APNv 937-40-003 APN* 937-40-002 John Scott Meyer David Brock Brown 7imyaAnthony ' 19235 Shoreline Dr. No. 7 19235 Shoreline Lane No. 4 19235 Shoreline Lane No. 3 Huntington Beach CA92648-2259 Huntington Beach CA92648-2259 Huntington Beach CA92648-2259 APN: 937-40-001 APN: 111-11O-01 APN: 111-120-26 Douglas Allin Potter BruceL. Greer Audre M. Goetsch 8828 Lawrence Ave. 18792 Stewart St. 1206 Park St. Westminster CA92683 Huntiogtn Bch CA92648-1535 Huntington Beach CA92648 APN: 111-120-24 APN, 111-11O-04 APN: 111-120-20 John A. Thomas Alvin R. Cohn John A. Thomas 19782 Scenic Bay Lane 304 S. Spalding Dr. 19782 Scenic Bay Lane Huntingtn Bch CA92648 Beverly Hills CA90212 Huntington Beach CA92648 APN: 111-13()-25 APN: 111-130-24 APN: 111-140-32 Donald A. Weir Weir Oil Co Inc Pacific Coast Homes 401 20Th St. No. A 401 20Th St.. 2120 Main St. No. 260 H"ntington Beach CA92648 Fk/ntingtn Bch CA92648 Huntington Beach CA92648 APN: 111-140-14. APN: 111-14O-15 APN: 111-130-19 Margaret Tracy Wilma M. Albert Pacific Coast Homes � 2931 Calle Heraldu P.O. Box 8050 2120 Main St. No. 260 San Clemente CA92672 Canyon Lake CA92380 Huntiogton Beach CA92648 937-40-022 APN: 937-40-023 APN: 937-40-021 � John L. Baker Daniel A. Cristin A. Ranoey ' 19195 Shoreline Lane No. 7 19195 Shoreline 19195 Shoreline Lane No. 6 Huntiogton .Beach CA92648-2256 Huntington Beach CA92648-2256 Huntington Beach CA92648-2256 APN: 937-40-018 APN: 937-4()-016 APN* 937-40-()17 Gilbert Ramirez John Markwith Cheryl Cormack 113- 15th St. 19185 Shoreline No. 1 19195 Shoreline Lane No. 2 Huntington Beach CA92648 Huntington Beach CA92648 Huntington Beach CA92848-2256 APN: 937-40-019 APN: 937-40-020 APN* 937-40-015 Biff B. Nelson Nancy Hitcbman Duke David A. Vensel 19195 Shoreline Lane No. 4 18713 Racquet. Lane 19215 Shoreline Lane No. 8 Huntington Beach CA92648-2256 Huntington Beach CA92648 Huntington Beach CA92648-6206 APN: 937-40-010 APN: 937-40-009 APN: 937-40-014 Carroll Smith Suzanne M. Wajda Phillip M. Hutcherson 19215 Shoreline Lane No. 3 19215 Shoreline Lane No. 2 19215 Shoreline Lane No. 7 Huntington Beach CA92648-2257 Huntington Beach CA92648-2257 Huntington Beach CA92648-6206 APN: 937-40-013 APW 937-40-008 APN: 937-40-012 Ronnie Zacker David A. Arndt Jeffrey R. Luft 19215 Shoreline Lane No. 6 19215 Shoreline Lane No. 1 19215 Shoreline Lane No. 5 Huntington Beach CA92648-6206 Huntiogton Beach CA92648-2257 Huntington Beach CA92648-6206 APH: 937-40-011 APN: 937-40-153 APN: 937-40-154 Kevin C. D. Parmentier John B. Pigaty Sherrill S. Render 19215 Shoreline Lane No. 4 16705 Graham Pl. 19222 Shoreline Lane No. 3 Huntington Beach CA92648-2257 Huntington Beach CA92649 Huntington Beach CA92648-6207 APN: 937-40-157 APN: 937-40-155 APN: 937-40-159 Christopher N. Harlambakis Russell LeeWilson Michael L. Burris 19222 Shoreline Dr. No. 6 ' 19222 Shoreline Lane No. 4 19222 Shoreline Lane No. 8 Huntington Beach CA92648-6208 Huntington Beach CA92648-6207 Huntington Beach CA92648-6208 APN: 937-40-152 APN: 937-40-156 APN: 937-40-158 Kirsten Damm Bryce Ambrose James Callaghan Raymond Grish 7912 Moonmist Circle 19222 Shorline Dr. No. 5 19222 Shoreline Lane No. 7 � ' APN: 937-40-142 APN: 937-40-140 APN: 937-40-137 HollyL. Horton Tossaporn Keschamrus Donald M. Schoear 19172 Shoreline Lane No. 7 19172 Shoreline Lane No. 5 19172 Shoreline No. 2 ' Huntington Beach CA92648-2296 Huntington Beach CA92648-2296 Huntington Beach CA92648-2294 APN: 937-40-138 APN: 937-40-141 APN: 937-40-136 Mark S. Dey Merle A. Smith Jack Carl Kintz 19172 Shoreline Lane No. 3 3595 Courtside Circle 16891 Lark Lane Huntington Beach CA92648-2294 Huntington Beach CA92649 Huntington Beach CA92649 APN* 937-40-139 APN: 937-40-143 APN: 937-40-031 Michaele Saitta Thsai-Ten Lin Jcxza1-11an William Abelove 19172 Shoreline No. 4 6821 Scenic Bay 191[l5 Shoreline No. B. Huntington Beach CA92648-2294 Huntington Beach CA92648 Huntiogton .Beach CA92648-6200 ' APNm 937-40-029 APNm 937-40-030 APNm 937-40-026 James J. Arena Lexie A. Bauer Christopher Leach 19185 Shoreline Lane No. 6 19185 Shoreline Lane No. 7 18185 Shoreline Lane No. 3 Huntington Beach CA92648-6200 Huntiogton .Beach CA92648-6200 Huntington Beach CA92648 APN: 937-40-028 APN: 937-40-024 APN: 937-40-025 Michael J. Presti JamesL. Mertz Eldon Roy Miller 191B5 Shoreline Lane No. 5 19185 Shureline Dr. No. 1. 1918 S. Shoreline Lane No. 2 Huntington Beach CA92648-6200 Huntington Beach CA92648-2298 Huntington Beach CA92648 APN: 937-4()-027 APN: 937-40-151 APN: 937-40-147 Robert Kevin Messing Jill Tuttle Leona N. Johnson 19185 Shoreline Lane No. 4 19192 Shoreline Lane No. 8 19192 Shoreline No. 4 Huntington Beach CA92648-2298 Huntington Beach CA92648-6202 Huntington Beach CA92648-6201 APN: 937-40-146 APN: 937-40-145 APN: 937-40-144 Thomas A. Bartlow Lois C. Richmond David Burwick 20682 Queenspark Lane 19192 Shoreline Lane No. 2 19192 Shoreline Nu. 1 Huntington Beach CA92646 Huntington Beach CA92648-6201 Huntihgton Beach CA92648-6201 AF'N: 937-40-150 APN: 937-40-149 APN: 937-40-148 - Suzanne Horsburgh Robert M. Morrison Fred H. Batkin 19192 Shoreline Lane 8461 Yorktown 19192 Shoreline Dr.. Huntington Beach CA92648-6202 Huntington Beach CA92647 Huntington Beach CA92648-6202 � ' APN: 937-40-121 APNm 937-40-123 APN: 937-40-124 Ronni D. Levinson James R. Otto Maria Bogdaooff ^ 19132 Shoreline Lane No. 2 15552Wildplum 2929 Waverly Dr. Nu. 318 Huntington Beach CA92648-2250 Huntington Beach CA92647 Los Angeles CA90039 APN: 937-4()-125 APN: 937-40-126 APN: 937-40-127 Arnold Alvarez Lisa Ann Thomas G. Morrissey 15592 Dawson Lane 19132 Shoreline No. 7 41-501 Carlotta Dr. No. 129 Huntington Beach CA92647 Huntington BeAch CA92648-2250 Palm .Desert CA92260 APN: 937-40-122 APN: 937-40-120 APN: 937-40-128 Steven G. Natale Michael K. Mc Mahon Jamieson Hopkins 19132 Shoreline Lane No. 3 19132 Shoreline Lane No. L 19152 Shoreline Lane Huntington Beach CA92648-2250 Huntington Beach CA92648-2250 Huntington Beach CA92648-2290 APN: 937-40-130 APN: 937-40-132 APN: 937-40-135 Jeffrey Brian Beauvais Bonnie LallyJooes Drew Campaoella 19152 Shoreline Lane Mn. 3 19152 Shorline Na. 5 19152 Sh/zreline Lane No. 0. Huntington Beach CA92648-2290 Huntington Beach CA92648-2291 Huntington Beach CA92648-2291 APN: 937-40-134 APNm 937-40-131 APN: 937-40-129 Gregory Mathew Gates Denise Jetton-Salyer Barbara L. Givens 19152 Shoreline Lane Mn. 7 19152 Shoreline Lane No. 4 19152 Shoreline Lane No. 2 Huntington Beach CA92648-2291 Huntington Beach CA92648-2290 Huntington Beach CA92648-2290 APN: 937-4O-133 APN: 937-40-032 APN: 937-40-035 Terry E. Penn Paula J. Jones Mary Powell 19152 Shoreline Lane No. 6 19165 Shoreline Lane No. 1 19165 Shoreline Lane No. 4 Huntington Beach CA92648-2291 Huntiogton .Beach CA92848-2252 Huntington .Beach CA92648-2252 APN: 937-40-034 APN: 937-40-037 APN: 937-40-036 Frank Zilko Eric J. MacKlin Paul G. Murphy 19165 Shoreline Lane No. 3 19165 Shoreline Lane 19165 Shoreline Lane No. 5 Huntington Beach CA92648-2252 H//ntiogton Beach CA92648-2252 Huntington Beach CA92648-2252 APN: 937-40-039 APN: 937-40-038 APN: 937-40-033 Hyman R. Crippen Raymood M. Foul Dobrasin 19165 Shoreline No. 8 19165 Shoreline Lane No. 7 19165 Shoreline Lane No. 2 H/v`tjnn+nn RpArh rA9?Aun-r?qr H./ntinntnn Rparh rA9moR-7"s" u...`+i /,,`+'`., r''`,ON r^"~' "" `'"p,% ' APN: 159-321-02 APN: 159-331-01 APH: 159-281-03 City of Huntington Beach 1981 Huntington Group GloriaBrade-Huon Hassett ^ P.O. Box 190 10960 Wilshire Blvd . No. 1806 121 Via Mentone Huntington Beach CA92648 Los Angeles CA90024 Newport Beach CA92663 APN: 159-311-07 APN: 159-311-08 APNm 159-311-06 Huntington Beach Co Albert S. Espitia Huntington Beach Co 225 Bush St. 18761 Huntington St. 2110 Main St.. ~' San Francisco 20 CA94120 Huntingtn Bch CA92648-1832 Huntington Beach CA92648 APN: 159-311-10 APN: 159-311-09 APN: 159-321-01 Albert S. Espitia Richard L. Olson City of Huntington Beach 18761 Huntington St. 18811 Huntington St. No. 110 P.O. Box 190 ~' Huntingtn Bch CA92648 Huntington Beach CA92648-6002 Huntington Beach CA92648 AF'N: 159-331-05 APN: 159-321�'04 APN: 159-351-03 Kenneth A. Lester City of Huntington Beach A J Faas & Sons _ 808 Terraine Ave. City Hall 6152 Hamshire Dr. � Long Beach CA90804 Huntingtn Bch CA92648 Huntington Beach CA92647 APN: 159-351-17 APN: 159-351-04 APN: 159-351-16 Alfred E. Faas Samuel M. D. Tsang Arthur J. De Maio 6522 Trotter Dr. 6541 Trotter Dr.. 6542 Trotter Dr.. Huntington Beach CA92648-1527 Huntington Beach CA92648-1528 Huntington Beach CA92648-1527 APN: 159-351-05 APN: 159-351-15 APN: 159-351-06 Werner Nolff Lm/is Wysocki Raymond John Orlando 6561 Trotter Dr. 6562 Trotter "Dr.. 6571 Trotter Dr.- Huntington Beach CA92648-1528 Huntington Beach CA92648-1527 Huntington Beach CA92648-1528 AF'N: 159-351-14 Gene A. EVusche 6572 Trotter Dr. Huntington Beach CA92648-1527 ` ' APN: 159-281-01 APN: 159-281-02 APN: 159-351-20 Pacific Coast Homes Pacific Coast Homes Country View Homeowners Assp' P.O. Box 7611 P.O. Box 7611 17205 Pacific Coast HWY San Francisco CA94120 San Francisco CA94120 Sunset Beach CA90742 APN: 159-281-04 APN: 159-281-05 APN: 159-311-11 City of Huntington Beach Pacific Coast Homes Joe Bruno . City Hall P.O. Box 7611 // 1()965 Spruce Ave. Huntingtn Bch CA92648 San Francisco CA94120 Bloomington CA92316 AF'N: 159-361-04 APN: 159-311-03 APN: 159-311-04 Jack Downey Huntington Beach Co Huntington Beach Co ' 2466 Park Blvd . 225 Bush St., 2110 Main St. Upland CA91786 San Francisco CA94120 Huntington Beach CA92648 APN: 159-311-05 APN: 159-351-18 APN: 159-351-19 Huntington Beach Co Western Humex Corp Edwards-Lindborg-Dah . 2110 Main St. P.O. Box 1188 30110 Crown Valley PKWY Huntington Beach CA92648 Sunset Beach CA90742 Laguna Niguel CA92677 APN: 159-361-02 APN: 159-361-01 APN: 159-361-03 Hossein Damavandi-Fard John D. Greenleaf Hayrigh Sahakian 42 Arboles 9767 Weare Ave. 7321 Autopark Dr. Irvine CA92715 Fountain ValleyCA927O8 Huntington Beach CA92648 APN: 159-361-08 APN: 159-361-06 APN: 159-361-07 William J. Garrity Max F. Lippka Richard H. Romney 6921 Laurelton Ave. 9161 Kahului Dr. 3212 Ocean Garden Grove CA92645 Huntington Beach CA92646 Corona Del Mar CA92625 APN: 159-361-09 APN* 159-361-05 APN: 159-321-10 William J. Hendricks Gregory1-. Smith William P. Campbell 299 Hermosa Way 16812 Coral Gay 2103 Bayside Dr., San Luis Obispo CA92627 Huntington Beach CA92649 Corona Del Mar [A92625 APN: 159-311-01 APN: 159-311-02 APN: 159-321-03 W. Jackson Bransford Huntington Beach Co / City of Huntington Beach J� � 17602 N. Mitchell 225 Bush St. P.O. Box 190 ' APN: 159-264-02 APN* 159-264-03 APN: 159-264-44 Michael D. Downs Judith Kallman Lite Sally A. Chaney 18750 Racquet Lane 18754 RacquetLane 18757 RacquetLane Huntington Beach CA92648-1807 Huntington Beach CA92648-1807 Huntington Beach CA92648-1811 APN: 159-264-04 APN: 159-264-43 APN: 159-264-05 Max K. Rizk John R. Limousin Thomas J. Matlock 18758 Racquet Lane 18761 Racquet Lane 18762 Racquet Lane Huntington Beach CA92648-1807 Huntington Beach CA92648-1811 Huntington Beach CA92648-1834 APN: 159-264-42 APN: 159-264-06 APN: 159-264-41 Sherrie S. Tomura Pamela Taylor Joseph N. Jaksha 18765 Racquet Lane 18766 RaquetLane 18769 Racquet Lane Huntington Beach CA92648-1811 Huntington Beach CA92648-1834 Huntington Beach CA92648-1811 APH: 159-264-40 APN: 159-264-39 APN: 159-264-07 James H. Madden Carolyn Dossinger Lillian L. Dorsa 18773 Racquet Lane 18777 RacquetLane 18484 Santa Isadora St. Huntington Beach CA92648-1833 Huntington Beach CA92648-1833 Fountain ValleyCA927O8 APN: 159-264-08 APN: 159-264-09 APN: 159-264-10 Joseph J. Rea Kris A. Lardenoit Nancy Carleton Davis 18782 Racquet Lane 18786 Recquet Lane 18790 Racquet Lane Huntington Beach CA92648-1814 Huntington Beach CA92648-1814 Huntington Beach CA92648-1814 APN: 159-264-11 APN: 159-264-12 APN: 159-264-13 George Wallace Mc Cloud Stephen K. Shuttleworth Sandra Killelea 18794 Racquet Lane 18798 RacquetLane 188()6 RacquetLane Huntington Beach CA92648-1815 Huntington Beach CA92648-1815 Huntington Beach CA92648-1815 APN: 159-264-14 APN: 159-264-15 APN: 159-264-16 Ellen Obuhanych Wendy .E. Cotow Sylvia Jean Folkestad 1881O Racquet Lane 18814 Racquet Lane 18818 Racquet Lane Huntington Beach CA92648-1815 Huntington Beach CA92648-1816 Huntington Beach CA92648-1816 APN: 159-264-17 APN: 159-264-18 APN: 159-263-55 Gary A. Wild Christine A. Rice Brian RayDakin 10822 Racquet Lane 18131 Ivor'ycrest Lane 7674 Sagewood Dr. ' APN: 111-150-17 APN: 111-150-33 APN: 111-150-16 William J. Scott Timothy Don Salyer Robert Gordon Gowdy 2978 Country Club Dr. 9849 Oscar Circle 8() Mira Adelante Costa Mesa CA92626-3607 Fountain Valley CA92708 San Clemente CA92672 APN: 111-150-19 APN: 111"150-20 APN: 159-192-02 Arline Joan Robrecht Arlioe Joan Rubrecht Rick Byers 2262 Avehida San Antero 2262 Avenida San Antero 3857 Birch St. Na. 410 Camarillo CA93010 Camarillo CA93810 Newport Beach CA92660 APN: 111-150-47 APNw 111-150-48 APN: 111-150-06 Pacific Coast Homes William Wick Charles Cruzat P.O. Box 7611 7292 Garfield Ave. Na. 1. 4949 Warner Ave. San Francisco CA94120 Huntington Beach CA92648 Huntington Beach CA92649 - APN: 111-150-05 APN: 111-150-04 APN* 111-150-03 Clinton E. Silverman James A. Deason Chauk Pan Chin 8272 Le Conte Dr. 4597 Fir Ave. 270L E. Chapman Ave. No. 102 Huntington Beach CA92646 Seal Beach CA90740 Fullerton CA92631 [ | APN: 111-150-02 APN: 111-150-01 APN: 159-191-03 | Joey Philip Lum Eliezer Nussbaum Huntington Beach Company | 2 Malaga 7931, Professional Center P.O. Box 7611 | � Irvine CA92714 Huntington Beach CA San Francisco CA94120 APN: 159-192-05 APN: 159-212-08 APN: 111-150-45 HWANG Hua-Mei Larry H. Strasbaugh Gary Kantor 5712 Highgate Terrace 18460 Gothard St.. 1750 E. Desert Inn Rd ., Irvine CA92715 Huntington Beach CA92648-1229 Las Vegas NV89109 APN: 111-150-46 APN: 159-192-01 APN: 159-262-01 Gary Kantor James A. Shandrick Pacifica Medical Propertie 1750 E. Desert Inn 7 Pazzi 2130 Main St. No. 140 Las Vegas NV89109 Irvine CA92714 Huntington Beach CA92648 APN: 159-191-01 APN: 159-191-02 APN: 159-264-01 Huntington Beach Go Huntington Beach Company V Atsushi Fujimoto P.O. Box 7611 P.O. Box 7611 18746 Racquet Lane H'm+inn+np ppqrh rA9?A4p-1R07 �� ' � APN: 159-362-06 APN: 159-362-02 APN: 159-362-03 ` James R. Broussard Frederick Riedel William D. Jacobs - 7282 Autopark Dr. 18600 Main St. No. 140 7322 Autopark Dr. Huntington Beach CA92648 Huntington Beach CA92648 Huntington Beach CA92648 APN: 159-391-39 APN: 159-391-35 APN: 933-87-037 Park One Two Central Park #8 Central Huntington Creek Homeowners Assn 505 Park Ave. 505 Park Ave.. P.O. Box 11785 Balboa Island CA92662 Balboa Island CA92662 Santa Ana CA92711 APN: 159-391-37 APN: 159-391-15 APN: 159-362-05 Park One Two Central Park 012 Central Charles R. Richey 505 Park Ave. 505 Park Ave. 2313 N. Weatherford Balboa Island CA92662 Balboa Island CA92662 Claremont CA91711 APN: 159-362-04 APN: 159-362-01 APN: 937-15-354 Annlynn Corp Roger R. Rousset JoeE. Galvan P.O. Box 2242 18600 Main St. No. 140 19352 Bluefish Lane No. 104 Huntington Beach CA92647 Huntington Beach CA92648 Huntington Beach CA92648 APN: 937-15-333 APH: 937-15-335 APN: 937-15-342 Florence I. Garratt Randi A. Warner RuthE. Swaostrom 19351 Bluefish Lane No. 101 19351 Bluefish Lane No. 202 19351 Bluefish Lane No. 105 Huntington Beach CA92648 Huntington Beach CA92648 Huntington Beach CA92647 APN: 937-15-338 APN: 937-15-344 APN: 937-15-339 DJAVAD Kashefinejad Lawrence J. McNeill. Glen A. Fox 19351 Bluefish Lane No. 103 19351 Bluefish Lane No. 207 19351 Bluefish Lane No. 204 Huntington Beach CA92648 Huntington Beach CA92648 Huntington Beach CA92648 APN: 937-15-336 APN: 937-15-341 APN: 937-15-343 John A. Kindler Ronald M. Roesch Jeff Kristol 16135 St Croix Circle 19351 Bluefish Lane No. 205 19351 Bluefish Lane No. 206 Huntington Beach CA92649 Huntington Beach CA92648 Huntington Beach CA92648 APN: 937-15-346 APN: 937-15-345 APN: 937-15-337 Herbert E. Collins Peggy Kerr Mc Intosh Daniel J. Demsher 19351 Bluefish Lane No. 208 19351 Bluefish Lane No. 106 19351 Bluefish Lane No. 203 H''ntinotnn BpArh rA9264pI H/m+i ""+nn Pn,rh rAo~/^" APN: 933-B7-039 APN: 933-W-038 APN: 937-16-195 Alice D. Ellis James E. Ringer G. Boyd ' 7707 Whitewater 7711 Whitewater Dr. 7262 Yellowtail Dr. No. 206 Huntington Beach CA92648-1631 Huntingtn Bch CA92648-1631 Huntington Beach CA92648 - APN: 937-16-194 APN: 937-16-189 APN: 937-16-197 Joyce C. Babbidge Marlene A. Benner Martin A. Gallegos 7262 Yellowtail Dr. No. 103 7262 Yellowtail Dr. No. 201 7262 Yellowtail Dr. No. 205 Huntington Beach CA92648 Huntington Beach CA92648 Huntington Beach CA92648 APN: 937-16-188 AF'N: 937-16-191 APNm 937-16-190 Joseph N. Laogdon Bent A. Christensen Ruth C. Luoa 7262 Yellowtail Dr. No. 202 7262 Yellowtail Dr. No. 203 7262 Yellowtail Dr. Na. 101 H/ntington Beach CA92648 Huntington Beach CA92648 Huntington Beach CA92648 APN: 937-16-192 APN: 937-16-193 AF'N: 937-16-196 EugeneJ. Gillam Mat Kirmaci Carole Bonnet 7262Yellowtail Dr. No. 102 7262 Yellowtail Dr. No. 204 7262 Yellowtail Dr. No. 1O4 H"ntiogton Beach CA92648 Huntington Beach CA92648 Huntington Beach CA92648 APN: 937-16-056 APNm 937-16-061 APN: 937-16-055 Maria R. Gonzalez Andre Javardian Frank A. Huff 7282 Yellowtail Dr. No. 101 7282 Yellowtail Dr. No. 206 7282 Yellowtail Dr. No. 201 Huntington Beach CA92648 Huntington Beach CA92648 Huntington Beach CA92648 APN: 937-16-058 APN: 937-16-059 APN: 937-16-060 Vicki Lynn Lucas Davi.d E. Graham John Fechter 72[l2 Yelluwtail Dr. Na. 1O2 7282 Yellowtail Dr. Na. 204 7282 Yellowtail Dr. No. 103 Huntington Beach CA92648 Huntington Beach CA92648 Huntington Beach CA92648 APN: 937-16-063 APN: 9I7-16-062 APNm 937-L6-057 Richard L. Ivkorris John W. Donnelly Seth Michael Ellison 7282 Yellowtail Dr. No. 205 7282 Yellowtail Dr. Na. 1()4 7282 Yellowtail Dr. No. 203 Huntington Beach CA92648 Huntington Beach CA92648 Huntington Beach CA92648 APN: 937-16-054 APNw 937-16-046 APN: 937-16-051 | Brad Sandberg BettieL. Muskovich Michael D. Nelson ' 4282 Yellowtail Dr. No. 202 7302 YellowtaiI Dr. No. 101 7302 Yellowtail Dr. Na. 206 Huntington Beach CA92648 Huntington Beach CA92648 Huntington Beach CA92648 | | ' . . ' APNm 937-16r172 APNm 937-1A-177 APNm 937-18-174 Carla M. Singer BobertE. Kaster Andrew R. Einhorn ' ' 7311 Cohn Dr. No. 102 7311 Cohn Dr.. Nu. 205 7311 Cohn Qr. Nu. 103 Huntington Beach CA92648 Huntington Beach CA92848 Huntington Beach CA92848 - ' APN: 937-16-169 APN: 9I7-16-175 AF'Nm 937-16-160 Brian .A. Homsy Neil Rasmussen Ralph T. Dortenzio ' 7311 Coho Dr. Nu. 201 7311 Cohn Dr. Mn. 206 7311 Cohn Dr. No. 202 Huntington Beach EA92848 Huntington Beach CA92648 Huntington Beach CA92848 ' APNv 937-16-173 APNm 937-1&-O81 APNm 937-16-077 Curtis D. Jones I(sthleen D. 1S).inxnoos T>/ra B. Moore ' 7311. Cohn Dr. No. 204 27403 Hyatt. C.U. 732L Cohn Dr. No. 204 Huntington Beach C#92648 Laguna Niguel CA92A56 Huntington Beach CA92648 _ APN: 937-18-0713 APN: 937-16-080 APN: 937-18-073. Linda L. Plummer Selma J. Merles Gerard T. Street /- 7321 Coho Dr. No. 1/03. 852 Santiago Rd. 7321 Cuho Dr. No. 201. Huntington Beach C#92848 Costa Mesa CA92626 Huntington Beach CA92648 '~ � APNz 937-16-074- APNv 937-16-075 APNr 937-16-078 James S. Lee Dol-ores CAlgi John E. Schefflar 7321 Coho Dr.. No.. 101. 732L Cohn D,'. Mn. 203 732L Cohn Dr. No. 102 Huntington Beach CA9264- 8 Huntington Beach CA9264(.3 Huntington Beach CA92646 APNm 937-1&-079 APN* 937-16-072 APN: 937-1A-065 Terrence J. Giannona David M. Brahms Jan Wine r 7321 Cohn Dr. No- 206 732L Cohn Dr.. Na. 202 733L Cohn Dr. No. 102 Huntington Beach CA92648 Huntington .Beach CA92648 Beach CA92648 ' APN: 937-1h-070 . APN: 9I7-1.6-071 APNz 937-16-068 Becky [x-)nway _ James R. Shirley Siw R. Bennett /- 4728 Birchwood Circle. 7331 Cuho Dr. Ma. 1DEI 7331 Cohn Dr. No. 1/}5 Carlsbad CA92008 Huntiogton Beach CA92848 Huntington Beach ZA92649 - ' APN: 937-16-067 ApNm 937-16-069 APN: 937-18r066. Paul Douglas Schoen David De Koker Corazon M. 1iammzon Ma .' 733L Cohn Dr. No. 104 P.O. Box 7OB4. 733L Coho Dr. No. 103 . ~ APNm 933-R7-015 #PN: 933-R7-014 APN: 933-87-013 _ Edith R. William J[. ]X)hn�s G. Keppler .- 7702 Brookwood Dr.. 770B Brookwood Dr.. 5442 Kenilworth Dr.. Huntington Beach CA92648-1600 Huntingtn .Bch CA92648-1600 Huntington Beach CA92649 APN: 937-1A-181 APNm 937~18-1B2. AP : 937-1A-104. .E. J. Rabun Hazel B. Blazer Elizabeth Magda Davis /- 7281 Cohn Dr. No. 203. 7281 Guha Dr. No. 102. 72B1 Coho Dr. No. 103 Huntington Beach CA92648 . Huntington Beach CA92648 Huntington Beach CA92648 ~ APNv 937-16r185 APNm 937-18-1f6 APNm 937-1A-187 Lawrence L. Miller 1-eon L. Heimkeo Claire B. De Lany - 7281 Coho Dr. No.. 2()6 72R1 Coho Dr. No. 104 72B1 Coho Dr. No. 205 Huntington Beach CA92848 Huntington Beach CA92648 Huntington Beach CA92603 ' APN: 937-16-129 AP : 937-16-183 APN: 937-16-178. Eric Scott Friedland Laurie Gaylord Melvin L. Waldron ' .- 7281 Coho Dr. No. 201. 7281 Coho Dr. No. 24 7281 Coho Dr. No. 202 Huntington Beach CA92848 Huntington Beach 1CA92848 Huntington Beach CA92848 APN: 937-16-180 APNm 9I7-1A-198. APNm 937-16-200 Maurice H. Jensen Susan L. Latini Mary L. Underwood /- 72Ei1 Coho Dr. No. 1O1 7291 Cohn Dr. No. 101 729L Cuho Dr. Na. 103 Huntington Beach CA928413 Huntington Beach CA92848 Huntington Beach CA9284(-3 APNm 937-16-201 APN: 937-18~203- APNm 937-18-204 Ethel Arliue /lirard Richard E. Theer Stephen A. Razmick. 7291 Cohn Dr. No. =. 7291 Cohn Dr.. No. 106 7291 Cahn Dr. No. 107 Huntington Beach CA92648 Huntingtmn B«parh CA92648 Huntiogton .Beach CA92648 APN: 937-1A-205 _ APN: 937-1A-202 APNm 937-1&-19? Maria R. Sugranse Maouel D. .Abeyta Kristina Anne Susac - 7291 Coho Dr. No. 100. ' 7291 Coho Dr. No. 1D5 729L Cohn Dr. Na. 1D2 ' Huntington Beach CA92648 Huntington Beach CA92648 Huntington Beach CA92648 APN: 937-18-176. APN: 937-16r120 APN: 937-16-L71 Maria Lynne Thyrriog Kenneth M. Andrewe Cxauglas E. Ronw*o �- 10326 Stone CO. 7311 Cohn Dr.. Mn. 101 ' 7311 Coho Dr. No. 203 ' - ' APN: 937-15-340 APN: 937-15-334. APW 937-15-34.7 - Margaret S. Ku.zee Karen M. Duncan Ann L. Krxteger . - 19351 Bluefish Lane No. 104 19351 Bluefish Lane No. 201. 213() Main St. No. 135.0 Huntington Beach CA92648 Huntington Beach CA92848 Huntington Beach CA92648 - AF'N: 937-15-352. APN: 9I7-15-349 APNm 937-15-��55 Mary M. Martin Oary .R. prun1y Jeanette E. Ryan - 19352 Bluefish Lane No. 103 19352 Bluefish Lane No. 202. 19352 Bluefish Lane No. 205 Huntington ,Beach CA926441.3 Huntington Beach CA9264S Huntington Beach CA92648 , APNm 937-15-3413 APN: 937-15-356. APN: 937-15-I53. Fzonald I.I. Fifer TV[]RIK Stephen J 'Sandra L. Nkxter - 19352 Bluefish Lane No.. 201 19352 Bluefish Lane No. 1D5 19352 Bluefish Lane Na.. 204 Huntington Beach CA92648 Huntington Beach CA92648 Huntington Beach CA92648 APN: 937-15-358 APN: 937-15-359 APNm 937-15-357 Jeffrey Mark Millikan Jeffrey Si. Barton Bobbie J. Frech - 19352 Bluefish Lane 19352 B1uefish, Lane No. 1D8 19352 Bluefish No. 208 Huntington Beach CA9264EI Huntington Beach CA92648 ` Huntington Beach CA92648 _ . APNm 9I7-15-380 ' APNm 937-15-350 APNm 937-15-351 Lois A. .Leslie Shirley Goodman Marlene F. Kaufman ~ 19352 Bluefish Lane No. 208 19352 Bluefish No. 102 19352 B1uefish Lane No. 203 Huntington Beach ZA92648 ' Huntington Beach CA92648 Huntington Beach 1.A92848 ' APNm 933-87-090 APNm 933-07-091 APNm 933-87-092 Nancy J. WI-litmire Marie Beuli/Jmmnn Karen A. Benson ' 7648 Brookwood Dr. 7852 Brookwood Dr.. 7658 Brookwood Dr.. Huntington Beach CA92848-1637 Huntington Beach CA92648-1637 ' Huntington Beach CA92648-1637 ' APN: 933-87-093 APNm 933-B7-020 APNm 933-87-019 Pauline .E. Aalberg ' Anton K. N. Jensen L. {l. Valdes ' 7682 Brookwood Dr.. ' 7878 Brookwood Dr.. 76132. Brookwood. Dr.. Huntington Beach CA92648-1837 Huntington Beach CA92848-1638 Huntington Beach CA92648-1638 APN: 933-87-018 APN: 933-87-017 APNm 9I3-87-01,6 Marta Kim Daniel Edward Swartz Teh~Hung Chai - 7688 Brookwood Dr.. 7692 Brookwood 76.9E1 Brookwood Dr.. u///`+in"tnn Pparh rAPT6u8-1ANA H//nfinntnn Rp*rh CA97648-163A H//ntinntnn HpArh rA97A4A-16O0 937-400-44 933-872-46 937-161-69 SARAH AUGHTON ALBERT B TESTA BRIAN A HOMSY 6172 FERNWOOD DR ,� 500 LUNALILO 7311 COHO DR #201 HUNTINGTON BEACH CA 92648- HOME ROAD #31C HUNTINGTON BEACH CA 92643 .5574 HONOLULU HI 96825 159-264-06 159-361-07 937-16-054 PAMELA TAYLOR RICHARD H. ROMNEY SR BRAD SANDBERG 18766 RAQUET LANE 1522 FOOTHILL BLVD 7282 YELLOWTAIL DR 7#202 HUNTINGTON BEACH CA 92647 SANTA ANA CA 92705 HUNTINGTON BEACH CA 92648 937-160-68 933-872-27 SIW R BENNETT JANET G POWERS 26602 MOORE OAKS RD 8038 POCKET RD R359 LAGUNA HILLS CA 92653-7559 SACRAMENTO CA 95831 159-282-05006,07 110-015-48,51,52,53,54,55,64,65 MOLA DEV CORP 66,67, 110-230-02,03 5200 WARNER AVE SIGNAL LANDMARK HUNTINGTON BEACH CA 92649 4343 VON KARMAN AVE NEWPORT BEACH CA 92660-2005 —Ile' A'1O W /�/C�•d' 937-153-90 937-153-58 Patricia Hus � . JEFFREY MARK MILLIKAN 7401 Sea ff Dr 19352 BLUEFISH LANE Hunt' on Beach CA 92648 HUNTINGTON BEACH CA 92648 937-153-81 Lisa F. Raver 19431 Ranch Lane Huntington Beach, CA 92648 937-401-48 FRED H BATKIN 19192 SHORELINE DR HUNTING ON BEACH CA 92648 937-190-88 TIMOTHY D CHAPMAN 19311 SUNRAY LANE iUNTINGTON BEACH CA 92648 333-872=31 3ILL SCHULTZ 18051 WAKEFIELD LANE 4UNTINGTON BEACH CA 92648 337-153-67 ,,ENNETH J ROHDE 1442 COHO DR HUNTINGTON BEACH CA 92648 L '- APN: 937-16-064 AP : 937-16-037 APN: 937-16-041 Doris E. Harder Eugene H. Ernst Toshihiko Nagaoka ' 7331 Cohn Dr. No. 101 7341 Cohn Dr. Nu. 1{)2 7341 Cohn Dr. No. 106 ' Huntington Beach CA92648 Huntington Beach CA92648 Fk/ntington Beach CA92647 , APN: 937-16-042 APN: 937-16-036 APN: 937-16-039 Sheila Abrahamian Richard Fernandez Richa/.d Terren.ce Driskill 7341 Cohn Dr. No. 107 7341 Cohn No. 101 19400 Beach Blvd . No. 5B Huntington Beach CA92648 Huntington Beach CA92648 Huntington Beach CA92647 APN: 937-16-040 APN: 937-16-038 APN: 937-16r043 Heather A. Mahood Tyler Brinker Keith G. Greer 7341 Cohn Dr. No. 105 8122 Wadebridge Circle 7341 Cohn Dr. No. 208 Huntington Beach CA92648 Huntington Beach CA92646 Huntington Beach CA92648 APH: 937-16-025 AF'N: 937-16-023 APN: 937-16-013 / Tina Livingstone Carole J. Chomik McKinley Cheshire 7351 Cohn Dr. No. 207 7351 Cohu Dr. No. 208 7351 Who Dr. No. 201 Huntington Beach CA92648 Huntington Beach CA92648 Huntington Beach CA92648 ` ' � ' ` . . ' U ` ' ' APN: 159-263-07 APN: 159-263-54 APNm 159-263-08 * Valentin Gonzalez Carole J. Westman Bruce F. D�f-tartcig ~ 7675 Sagewood Dr. 7678 Sagewood Dr. 7679 Sagewood Dr. Huntington Beach CA92648-1824 Huntington Beach CA92648-1825 Huntington Beach CA92648-1824 APN: 159-263-53 APN: 159-263-09 APN: 159-263-52 Beatriz B. Bellare Michael L. Petka Bruce D. Stewart 7682 Sagewood Dr. 7683 Sagewood Dr.. 7686 Sagewood Dr. Huntington Beach CA92648-1825 Huntington Beach CA92648-1824 Huntington Beach CA92648-1825 APN: 159-263-51 APN: 159-263-10 .Robert Moore Howard Mason 7690 Sagewood Dr. 7691 Sagewood Dr. Huntington Beach CA92648-1838 Huntington Beach CA92648-1801 APH v 023 APWm 023-202YZI APNx 023-202r24- Mi.l.l.i.,am -E.. -r'A:)y.cl Gary E. Masher Donald L- Keeton 1.98.4112 Summer Breeze Lane 1.9502. flummex- Breeze Lai-.ie 1.9512. Summer: Breeze Lane .Huntington Boach CA92A4.8 Huntington Reach CA92648,21.29 Hunting tan Weach CA92648-2129 �r'�J� ID,tt, 51 11-?AlI -JZ G � w� -.0- JG V'AkO A � J. 3aM 3 l�j+I �►u1�. ypv2 D12. 4n4wvc- Y�LA P GAt 1246,2 f•hJ1JTlk)6R►J E-t MA- i w gad 4+ cl24qe) PAUL, MOWA 4(144*�A V, T29 *,57 CA gWg6 o� /y aeJ#- . � Connie Brockway,City Clerk dity of,Iuntington Beach r _- ,Office of the City Clerk Iy= U'A P.O. Box 190 �'v 2 Huntington Beach,CA 92648 ALL MAILMC/Lri urvrT , sf° ii OR Vlj DRESSED tc A? AF,N: 937-1 5-- 67 / V T MBER Kenneth J. Rohde - OSENpE 7442 Coho Ur. INGTpy Hunti.ngton Beach CA 92648 AM v 7-1 AON A WS 9 utjLEGAL NOTICE-- PUBLIC HEARING'. . .. "- tl►t,,:,l,t,li,,,!„It,:t,:.t,l,t►si,:lt,,.,ll,,,ttt City of Huntington Beach -- Officeof the City Clerk ' - �� P.O. Box 190 , �,c =� u , Huntington Beach, CA 92648 444far'M CA1. 1F fAF'H: 937--15-358 f/ k: Mi l l i k:an NTING ,q �Sq 19352 1 lUel'ish Lane Je"f-frey Mar Tpy 44iLj to tine ton Beach CA 9254f3 =MCORPOg4f l�1•lljs,T G'ryj�. -,� - _ r0 LEGAL NOTICE - PUBLIC HEARING C:onnle o,wnnay, ...., _._. City of Huntington Beach t Office of the City Clerk N()V�2 9I t�� /� !! P.O. Box 190 FIRST 15E t.!1 L ,` Huntington Beach,CA 92648 - >.� .....�.,..,�,�,.. CAL If F. 7%1572 ' APN: 937-152-96 Billy Howard Flaherty } 7402 Yellowtail Dr. #103 �NTINGTp \l Huntington Beach, CA 92648 O`�`MCDR►OR41F��(�` �O� V`NDER v Lifn ', � -�-z-�•- � Eli y �o C' pp�N T Y a` LEGAL NOTICE - PUBLIC HEARING City of Huntington Beach 6 Office ref the City Clerk �= =_ r• N V'2 Z r''— — t ` PO. Box190 ,�! 8i :V767 r Huntington Beach, CA 92648 r �'k"�' ` ! " Cl 41 .---APN.: 937.=160;52• AMIrsha'jj Pryer GpRlli ,ll°;�S 26946`Fortrose INGTpy J+ , o� CORPORA Kss en Viejo,, CA 92691 PR Y'E9t#6 92b923011 1N 3.1/ RETURN TO SENDER o M13 FORWARD ORDER ON FILE UNABLE TO FDRWARCI 9yCF `fs �c�oQ _ RETURN TO SENDER cpUNTY ca` • LEGAL NOTICE - PUBLIC HEARING' City of Huntington Beach 6• T Office of the City Clerk P.O. Box 1 i e"f ��` " . t �•�-s� ,�.�?(�ti ��ti Huntington Beach, CA 92648 t F9 i�: M. E It J _ i �4' :E72 r . THIS IS A ADDRESS ALL MAIL BEADDRESSED pp A SPECIf T NUMBLY ✓ UNDELIVA N: 937-15--390 To 'Kti-icia Husk.ins MINGTpy �fMgEq 7401 Sea Rlt.tff Di,. �O ,NCORPORglFO FlUn tang ton Eteach CA 92648 V qj , , l aF' cpUNTY CP \ All, � LEGAL NOTICE-- PUBLIC HEARING Connie Brockway,City Clerk City of Huntington Beach r; "` '`"T` Office of the City Clerk IN1 22 I P.O. Box 190T ` Huntington Beach, CA 92648 Jj ` Cct c i R .- .z.. .. ,.. t Er • r• .� 44,QER " �A ;Zhv�-E AF•N: 937--15--3i31 ��LC '4 pDi�'ry T�,. Lisa F. Raver D INGTpy to4. 19431 f ancht Lane �VW d� 3ta- Ht.tntington Beach CA 92-648 ,*10 ORA IF C.4 iX-- -1, .Al AUNTY ,NOj.r/ LEGAL NOTICE - PUBLIC HEARING ii,1„„i, ,, ,,,�.,i►.,�,,,1,I,I„I,1„�„�,ll,l„i %�onrne Brockway,City Clerk City of untington Beach : r • Office of the City Clerk " " `t t.'fa 9' x V 2� l y �.`- P.O. Box 190 f s' :: = 1" � A if NO y Huntington Beach,CA 92648 S ft t P �� � 4—'7--40-14Li Fred I-4. L�at•.k.in INGTp 19192 fiharf�'line4420�-- I)r. �aQ4 %roll �Fq� Huntington Beach CA 92648 + TWIT)tMW7 A" , ALL M X MIDST BE ADDiRES :.c A SPECInCAPT. OR UNIT No o � � EVi; Zwl: iJ ,•! I F ZZ AON _.1 UNDELIVERABLE RETURN TC '':7=_ v6 t\ L i�L NO 1-E`J"PUBLIC HEARING Connie Brockway,City Clerk F R E S O R NOV 22 91 z City of Huntington Beach C`1 ASS ���6� y _ Office of the City Clerk R M J. CALIF P.O.Box 190 M Huntington Beach,CA 92648 E r,,•_ 7W IS MULTI-UNIT ADDRESS ALL MAIL MUST RESSED10AF'N: 9-57-19-088 A SPECIFIC APT. 4 MBER 'T i.mo t by D. Chapman ` UNDEUVERABLE R EII lb 311, St.tni-ay Lane 1 I N 6 r s o�s� Huntington Leach CA 92649, Q ti$MRA Pro ^PUBL HEARING . F pNT .LEGAL NOTICE= IC N 2 2 -'J,11 :r r gA AF'N. 937--40-12 2 �MINGTp Steven G. Natale c�� y 7.91.:�2 Bhc�i�elinp Lane No. ; / i0 =NCORPORA � laJ�-�C !-lun t ing to f�4;3 n Peach. CA 92 I ` `' _ NATA132 9264AW i3 IC91 1.2/1 9y f o MOWD LEFT NO ADDRESS UNABLE TO FiIf2WARD UR �pUNTI Ca RET I TO SENDER LEGAL NOTICE - PUBLIC HEARING uonnie tsrwr way,l,+ly t.ICI K SL� Ll5City o`Huntington Beach OffA of the City Clerk !! �+ rr ` P.O. Box190 FIRST �rLN.7S M A�` - Huntington Beach,CA 92648 t �' AF'N: W53- 137- 31 Etv Bill Scl•tllltz A0 c g051 Wakefield La ��VGTpy SFMaF` � Huntington beach C� ��ADORESS' p� CORiORRI d R "BEADDRESSEO A SPECIFIC 710 VN0*7jW06 6 0RETU/�J►�MNDER + 9 Q FppUNTI Cad\ LEGAL NOTICE - PUBLIC HEARING 11,t,+,►t+t,tl,++i„I1„t„t,l+,lt,,,Ilt+,it++,,,tit city of Huntington Beach - - of the r Office City Clerk F L 3 R ii P.O. Box 190 Huntington Beach,CA 92648i Nu':'27 ?i a `=� o , APN: 933- 7. :27 - INGTpy Janet G. Whets �O \%CO P0RRlFo BF 8038 Pocket Rd. , #359 Sacramento, CA 95831 cppNTY cps LEGAL NOTICE - PUBLIC HEARING n�l,.,I,I.�„I.I,II,I�III,I,I,�,,,l�lll,u�l��►II,I City of Huntington Beach a Office of the City Clerk ��� 6F >✓ - P.O. Box 190 Huntington Beach,CA 92648 _ ,2 RfTI j F 'Po 0 AF•H: 933-f3 TINGTp � Elaine Krieger �- y EXp 7841 Es �N n E \i `�MCOR►ORR!!o ��9� \' Essex I) 104.- l�Rcr� Hunting ton Beach-CA 92u4>� C NTY C LEGAL NOTICE - PUBLIC HEARING tt+►,,,+t,l,tt+++t,+tt,It,I,+II1 1+i,Iii„Ilrlri:Ili,++I+II 1 Office of the City Clerk �J. City of Huntington Beach P.O.BOX 190 CALIFORNIA 92648 SHIRLEY CAREY 21142 BROOKHURST HUNTINGTON BEACH CA 92646 /, P.O.BOX 190 CALIFORNIA 92648 DUANE DISHNO 20451 CRAIMER LN HUNTINGTON BEACH CA 92648 P.O.BOX 190 CALIFORNIA 92648 DALE BUSH 6581 MORNINGTIDE HUNTINGTON BEACH CA 92628 t Office of the City Clerk City of Huntington Beach P.O.BOX 190 CALIFORNIA 92648 DEB CLAY 20281 BANCROFT CR HUNTINGTON BEACH CA 92646 P.O.BOX 190 CALIFORNIA 92648 MARSHALL B KRUPP COMMUNITY SYSTEMS ASSOCIATES, INC 1717 S STATE COLLEGE BLVD #100 ANAHEIM CA 92806 FAD P.O.BOX 190 CALIFORNIA 92648 BOB VANN 22042 NEWPORT CR HUNTIN GTON BEACH CA 92646 ' Office of the City Clerk �J. City of Huntington Beach P.O.BOX 190 CALIFORNIA 92648 SHERYL CHARITON 8123-C SURFLINE DR HUNTINGTON BEACH CA 92646 Office of the City Clerk lg City of Huntington Beach P.O.BOX 190 CALIFORNIA 92648 BRIAN RECHSTEINER 9891 VICKSBURG DR HUNTINGTON BEACH CA 92646 P.O.BOX 190 CALIFORNIA 92648 PAULA FULLERTON 203 TORONTO AVE #3 HUNTINGTON BEACH CA 92648 , 1 Office of the City Clerk �/. city of Huntington Beach P.O.BOX 190 CALIFORNIA 92648 JESSICA WATSON 8451 DEEPVIEW HUNTINGTON BEACH CA 92646 (�. #ff Lity of Huntington beach P.O.BOX 190 CALIFORNIA 92648 WILLSWISHER 1902 DELAWARE HUNTINGTON BEACH CA 92648 Ww" P.O.BOX 190 CALIFORNIA 92648 DAVID DESJARDINS 20811 SPARK4AN LN HUNTINGTON BEACH CA 92646 b Office of the City Clerk �/. City of Huntington Beach P.O.BOX 190 CALIFORNIA 92648 CATHERINE G. MCGOUGH 6812 CORRAL CIRCLE HUNTINGTON BEACH CA 92648 e P.O.BOX 190 CALIFORNIA92648 LYNN SCHANG 533 LAKE HUNTINGTON BEACH CA 92648 P.O.BOX 190 CALIFORNIA 92648 KAREN JACKLE 6702 LAWN HAVEN DR HUNTINGTON BEACH CA 92648 Office of the City Clerk *J.neCity of Huntington Beach P.O.BOX 190 CALIFORNIA 92648 RICHARD SHIREY 8902 BURLCREST DR HUNTINGTON BEACH CA 92646 Office of the City Clerk �J. >f4 City of Huntington Beach P.O.BOX 190 CALIFORNIA 92648 KORI PALMER 405 20T:H ST, APT D HUNTINGTON BEACH CA 92648 110j&V P.O.BOX 190 CALIFORNIA 92648 HEATHER HAMPTON 419 20TH ST HUNTINGTON BEACH CA 92648 Office of the City Clerk ®/. City of Huntington Beach P.O.BOX 190 CALIFORNIA 92648 CECILE BREHLERT 19352 MANOR PTN CR HUNTINGTON BEACH CA 92646 P.O.BOX 190 CALI1-VKt9IA VZO%* PAUL SMITH 1502 PALM AVE HUNTINGTON BEACH CA 92648 �I t.,iry or riunringron Dcacn P.O.BOX 190 CALIFORNIA 92648 DIANNE EASTERLING 203 8th ST HUNTINGTON BEACH CA 92648 Office of the City Clerk ��• W City of Huntington Beach P.O.BOX 190 CALIFORNIA 92648 ED ZSCHOCHE 20802 WOODLEA LANE HUNTINGTON BEACH CA 92646 THOMAS L. VANCE 20101 MAYPORT LN HUNTINGTON BEACH CA 92646 P.O.BOX 190 CALIFORNIA 92648 KENDALL VAUGHT 8231 FLAXMAN DR HUNTINGTON BEACH CA 92646 Office of the City Clerk leg City of Huntington Beach P.O.BOX 190 CALIFORNIA 92648 NICK TOMAINO 6812 SCENIC BAY LANE HUNTINGTON BEACH, CA 92648 1:j"A �l4 City or nuiltIL16"j- P.O.BOX 190 CALIFORNIA 92648 TERRI HESPRICH 6971 GARDEN CIRCLE HUNTINGTON BEACH CA 92648 umurvm"41A V4046 GERALD CHAPMAN 6742 SHIRE CIR. HUNTINGTON BEACH CA 92648