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HomeMy WebLinkAboutMaster Plan of Drainage Revised July 1985 REQUE*FOR CITY COUNCICTION' Date September J-QQq Submitted to: Honorable Mayor and City Council Submitted by: Charles Thompson, City Adminis V Prepared by: Paul E. Cook, Director of Public Wor,0� � -� LL Subject: Revised Master Plan of Drainage t°T Consistent with Council Policy? [ ] Yes [X] New Poli y or E pt' 'n Statement of Issue, Recommendation,Analysis, Funding Source,�rnative Actions, Attachments: Statement of Issue: Since 1960, the City has had 34 drainage areas in which it collected fees. Now it makes sense to consolidate these districts around major projects and actual drainage areas. Recommendation: Adopt the ordinance amending the Municipal Code Sections 14.48.010, 14.48.020 and 14.48.050 relating to a revised Master Plan of Drainage. Adopt. the Resolution establishing drainage fees for the new drainage area. Analysis: In October, 1979, L.D. King completed a Master Plan of Drainage for the City of Huntington Beach. The Master Plan identified City-owned drainage facilities in need of improvement, and recommended additional facilities to be constructed. The new facilities, and facility improvements, described in the 1979 L.D. King plan, are still valid. Chapter 14.48 of the Huntington Beach Municipal Code adopts the City's Master Plan of Drainage and divides the City into 34 local drainage areas. The Master Plan describes drainage facilities which must be constructed or improved in each of these drainage districts and the City collects fees for construction of these facilities. Drainage fees, are set by Council resolution and are applied to the development of all land within the drainage area. Although the creation of 34 drainage districts made sense in 1960, now it would be more desirable to consolidate districts around major projects and actual drainage basins. The City drainage system is tributary to five major Orange County Flood Control District Channels including the Santa Ana River. The hydraulic characteris- tics of these channels are the determining factor in the design of City-owned channels and pump stations. By consolidating existing drainage districts into basins which are served by the County channels, the 34 existing drainage basins can be reduced to six. Expenditure of funds accumulated in the 34 existing drainage area would still be limited to areas from which they were generated. There are no substantial changes proposed in the projects identified in the 1979 Master Plan or in the magnitude of the drainage fee per acre. The primary charge is in the number of drainage areas;. Funding Source: No expenditure of funds is involved in the change in the number of drainage areas. s+ PIO 4/84 A FLecnz st for City Council Action afft , Master Plan of Drainage w Member 5, 1985 Page 2 Alternative Action: 1. Leave the number of drainage areas at 34. 2. Establish drainage areas at a number other than 6 or 34. Attachments: 1. July 1985 Master Plan of Drainage 2. Ordinance amending Sections 14.48.010, 14.48.020 and 14.48.050 of the Municipal Code 3. Resolution relating to drainage fees CWT:PEC:LE:lw CITY .C'.=IUNTINGTO ..BEAM. - Analysis In October, 1979, L.D. King completed a Master Plan of Drainage for the City of Huntington Beach. The Master Plan identified City-owned drainage facilities in need of improvement, and recarTended additional facilities to be constructed. The new facilities, and facility improvements, described in the 1979 L.D. King plan form the basis of this report. Chapter 14.48 of the Huntington Beach Municipal Code adopts the City's Master Plan of Drainage and divides the City into 34 local drainage areas. The Master Plan describes drainage facilities which must be constructed or improved in each of these drainage districts and the City collects fees for construction of these facilities. Drainage fees are set by Council resolution and are applied to the development of all land within the drainage area Although the creation of 34 drainage districts made sense in 1960, now it would be more desirable to consolidate districts around major projects and actual drainage basins. The City drainage system is tributary to five major Orange County Flood Control District Channels including the Santa Ana River. The hydraulic characteristics of .these.channels are the determining factor in the design of City-owned channels and pump stations. By consolidating existing drainage districts into basins which are served by the County channels, the 34 existing drainage basins can be reduced to six. A description of the proposed consolidation follows: Santa Ana River Drainage Area Drainage Districts 7D and 7G contribute storm run-off directly to the Santa Ana River through the Meredith and Hamilton Pump Stations. Reimb. Agr Unfunded Undvd Present District Furls Available Outstanding Projects Priority* Acreage Fee/Acre 7D $ 1,905 $ 3,658 $ 650,000 6 < 10 $ 2,775 700,000 27 7G 14,993 -0- 250,000 3 20 4,450 900,000 29 Talbert Channel Drainage Area Drainage Districts 6A, 6B, 6C, 7B, 7C, 7H and 7F contribute flow to the Talbert Channel fran five pump stations. The drainage districts should be consolidated since the contribution of flow fran each district is limited by the Talbert Channel capacity and future improvements must be carefully coordinated. Reim. Agr Unfunded Undvd District Funds Available Outstanding Projects Priori Acreage Fee/Acre 6A $ 95,776 -0- $1,300,000 23 410 $ 2,775 6B 67,357 -0- 950,000 4 < 10 2,225 6C 51,164 -0- -0- - 1410 3,350 7B 53,569 -0- 200,000 10 <10 2,775 350,000 24 i • Reimb Agr Unfunded Undvd District Funds Available Outstanding Projects Priority* Acreage Fee/Acre 7C $ -0- $27,105 $400,000 32 30 $ 2,775 7F 121,161 -0- 400,000 28 410 2,775 7H -0- -0- -0- -- -0- -0- Huntington Beach Channel Drainage Area Drainage Districts 7A, 7E, 71, 8B, 8C and 8G contribute to flows in the Huntington Beach Channel through three pump stations and several gravity storm drains. The Huntington Beach Channel is under-designed and all future improvements to facilities contributing flaw to the channel must be coordinated. Reimb Agr Unfunded Undvd District Funds Available Outstanding Projects Priority* Acreage Fee/Acre 7A $ (14,440) $ 134,789 $ 600,000 31 'e 10 $ 4,000 7E 262,646 113,246 300,000 11 80 4,450 -0- -0- - <10 5,000 71 68,906 -0- -0- - 40 5,000 8B (363,280) -0- 1,300,000 37 50 8,350 8C 17,341 -0- -0- - 20 5,000 8G 260,854 127,680.00 300,000 38 80 7,800 Downtown Drainage Area Drainage Districts 8A, 8D, 8F and 8H comprise this area. All run-off is directly to the ocean by gravity flow. Permits for discharge across the State beaches all require special mitigation and coordination with the State Parks and Recreation. Reimb Agr Unfunded Undvd Fee/Acre District Funds Available Outstanding Projects Priority* Acreage 8r: $ -0- $ -0- $ 550,000 21 $ -0 250,000 22 8D (744) -0- 4,000,000 14 <10 2,225 8F (62,174) -0- -0- -- 20 3,350 8H 158,032 -0- 200,000 15 <10 4,000 200,000 16 160,000 17 100,000 18 Wintersburg Channel Drainage Area Drainage Districts 3, 4, 5, 5A, 5B, 5C, 5D, 9, 10 and 11 contribute flow to the Wintersburg Channel through four pump stations and numerous gravity lines. The Wintersburg Channel is not adquate to handle all the flaw which it receives. Careful coordination and planning of all drainage improvements in this area will be required to ensure the highest level of flood protection. rr • MASTER PLAN OF DRAINAGE AREAS 9-5-It IC li DM 9 D � HUNT INGTON HARBOUR tl t5-5-II 14 ;! M 1B"-- - - — i - WINTERSBURG CHANNEL 24-5-12 19-5-!I .b-5-li 2+-5-!I 22-5-!! 2_3-5-I1 DM 28,, DN 2! DN 23 DM24 DM 25 DO DM:27 30 5-it! 29-5-II 28` I 27-5-11 26-5-!1 25 -!I �5t;.�. /M 35 �� DM 34 DM 33 DM32 pM 31 D C �C-32-5-11 33-5-11 ; DM, DM 37 ' - _ 3E foM-9— D ,C TALBERT CHA^ Nt L 5-6-II �-IL 3-6-11 2 -11 i 1-6 ! 546- DM4 D 0 DM 2 �Db` DM i � II- -11� 12-6-I1 7-6-10 FAT h; 2 DM13 DM7 R VER DOWNTOWN 04 13_6-11 18 -10 17-6-10 CITY OF ` m! D D 0 DM19 HUNTINGTON BEACH HUNT I NGTON - - - f ORANGE COUNTY CALIFORNIA BEACH CHANN`L bM[C Y w X Rrt � ' 0.�C.WWSSi:r:RLSOveN Wintersburg Channel (Cont.) Reimb Agr Unfunded Undvd Fee/Acre District Funds Available Outstanding Projects Priori �* Acreage 3 $ 251492.00 -0- $ 500,000 5 15 4,450 700,000 30 4 (15,617) -0- 1,500,000 2 < 10 -0- 1,000,000 25 5 30,819 97,921 300,000 13 80 2,225 250,000 26 5A (73,210) -0- 170,000 35 < 10 2,775 250,000 44 100,000 45 5B 68,080 -0- -0- -- 10 -0- 5C 106,864 -0- -0- -- -0- -10 5D (1,015) -0- -0- -- 10 -0- 9 .5521697 179,652 750,000 7 600 7,250 93,240 1,250,000 12 700,000 34 340,000 39 250,000 40 800,000 47 300,000 48 10 64,894 -0- -0- 10 2,225 11 (32,200) -0- -0- -- < 10 CaTipleted Huntington Harbour Drainage Area Drainage Districts 2, 2A and 12 make up this area which drains to the harbor. Because of the debris and silting problems in the harbor, improvements proposed in these districts must be carefully, coordinated. Reimb Agr Unfunded Undvd Fee/Acre District Funds Available Outstanding Projects Priority* Acreage 2 $ 2630,214 $ 3,478 $ 250,000 8 < 10 725 250,000 9 750,000 36 1,000,000 41 200,000 42 200,000 43 2A 306,733 -0- 700,000 33 ` 10 2,775 12 214,339 27,974 160,000 19 80 7,250 700,000 20 800,000 49 * See Appendix A The proposed fees for the new drainage areas are listed on Table 1. Even with the consolidation, not all the projects listed in Appendix A could be acccaplished. The effect of the new drainage areas would be as follows: Santa Ana River Drainage Area The district is almost completely developed and no funds are on hand. Two high priority projects are identified within the district. Possibilities for funding appear to be limited to City General Fund or Assessment District. Talbert Channel Drainage Area Consolidation of the districts will yield less than 50 acres of underdeveloped' land. Funds on hand are about $400,000. Two high priority projects identi- fied within the district would remain unfunded without General Fund or Assess- meet District Funding. Huntington Beach Channel Drainage Area District consolidation should give over 300 underdeveloped acres, which could generate over two million dollars in additimal funds. Together with the $232,000 1 on. hand, the highest priority projects could be accomplished. Wintersburr Channel Drainage Area Consolidation of existing drainage districts would give 700 acres of under- developed land worth four million dollars in drainage funds,. Together with: $750,000 on hand, the three projects with the highest priority could be accomplished. Huntington Harbour Drainage Area Consolidation would allow adequate funds to complete the three highest priority projects. Downtovn Drainage Area As the downtown area is redeveloped, adequate funds could be generated to complete many of the highest priority projects. TABLE OF DRAINAGE FEES DRAINAGE AREA TOTAL UNDEV./UNPAI:D* PROP. ACRES ACRES DRAIN FEE Santa Ana River 770 20 9,000 Talbert Channel 1,925 20 7,000 Huntington Beach Channel 2,450 340 7,000 Downtown 775 270 6,000 Wintersburg Channel 5,595 740 5,500 Huntington Harbour 1,840 170 5,500 H a *UNDEV/UNPAID; Areas that are vacant or previously developed and did not pay fees because the drainage fee was not established at that time. . 1, Pump Station Contro* Shi lds• Bolsa. P / e Chica $80 ,000 Purchase and install new engine controls in the Shields and Bolsa Chica pump stations . These controls will complete the automation of control systems for storm drain pump engines by funding them for two districts where drainage funds are unavailable 2 . Shields Pump $1 , 500 , 000 Design, acquire land for, construct and equip new pump station; redesign , reconstruct and re-equip existing pump station; and con- nect both to new storm drain system. Existing system is unable to handle designed drainage runoff. , Capacity needs to be expanded by 88% . This is our most serious potential problem area . This drain- age district (No. 4) is without funds . 3 . Hamilton Engine Addition $250 , 000 Purchase and install a fourth engine at the Hamilton pump star n. Existing capacity of station is deficient to handle designed drain- age runoff in this critical area . 4 . Flounder P .S. and Storm Drains $950 , 000 Modification to Flounder Pump Station 'to increase capacity and n- stallation of additional storm drains . To provide for system modifications to eliminate flooding in the vicinty. 5 . Michael Drive System Pump Station $500� , 000 Construct drainage pump station to discharge from City ' s C6-561 Channel into the County' s C6 Channel . To relieve flooding in the Michael Drive area when County channel flows impede flows in the City channels , 6 . Upgrade Modifications to the Meredith Drainage Pump Sta . $650 , 000 Purchase and install three 3 new engines and pumps to replace existing . Pump station is deficient to handle design flows . New engines and pumps to increase capacity. 7 . Slater Pump Station $750 , 000 Three additional engines and pumps . To increase station to capacity required. Station presently adequate. Additional pumping capacity needed as development occurs in the drainage area . 8 . Scenario Pumz Station 1-250 , 000 Upgrade station . To increase capacity of station. Presently, station is marginal. Storm drains are needed to this station which then will result in a deficiency. 9 . Scenario Storm Drain $250 , 000 Construct 6 storm drain in Scenario Drive from Fantasia Lane to the Scenario pump station. To correct street capacity deficiencies which are anticipated to be in existence at this time. Note: Scenario pump station would need upgrading prior to this project . 10 . Adams Pump Station $200 , 000 Upgrade station 16%) . To increase capacity; station is presently adequate, however , additional storm drains are needed to this pump station at which time it will become deficient. rayc 11 . Newland Pump Station $300 , 000 Upgrade station with larger engines and pumps (63%) . To increase capacity. This need will arise as additional developments are accomplished within the drainage area . 12 . Loss of Channel Lining Phase II $1 ,250 ,000 Construct concrete lining for the C05SO4 (Slater) Flood Control- Channel between Springdale Street and Goldenwest Street. This project is needed to improve hydraulic characteristics of the existing earthen channel and prevent erosion that endangers adjacent private property. 13 . Newland/Heil Storm Drain $300 , 000 Construct 36" RCP storm drain in Heil Ave. from Newland St . west approximately 800 ' . Construct 24" RCP storm drain in Heil Ave . from Newland St . east approximately 1 , 100 ' . To eliminate cross gutter in Newland Street on the north side of Heil Avenue in the City of Westminster and correct storm drain deficiencies in area . 14 . 12th & Main St. Storm Drain . $4 ,000, 000 Construct RCP storm rain in 12th St. between Palm Ave . and Main Street. Construct 72" RCP in Main St. between 12th St. and Adams Avenue. Construct 60 RCP in Main St. between Adams Ave. and Utica Avenue. Construct 48" RCP in Main St. between Utica and Yorktown. Construct 30" RCP branch in Palm Avenue . Construct 48" & 36" RCP branch in 12th Street. Construct 30" & 24" RCP branch in Adams Avenue. This project is needed to relieve the existing storm drain deficiencies in drainage districts 8D & 8F . 15 . 18th Street Storm Drain $200 , 000 Construct 24" RCP storm drain from Beach up 18th St. to Orange Avenue. Construct 18" RCP in Orange Ave . from 18th St . east to 17th Street. This storm drain is needed to relieve severe street capacity deficiencies in drainage district 8H. 16 . 20th Street Storm Drain $200 , 000 Construct 24 " RCP storm drain from F.C.H. north to Orange Avenue . Construct 18" RCP in Orange Ave. from 20th St. west to 21st Street . This storm drain is needed to relieve severe street capacity deficiencies in drainage district 8H . 17 . Goldenwest Street Storm Drain $160 , 000 Construct 48" RCP storm drain. Construct the 24" RCP in Golden- west St. from P .C .H. north to Orange Avenue . Construct 24" RCP in Orange Ave. from Goldenwest St. east to 22nd Street. This storm drain is needed to relieve severe street capacity deficien- cies in drainage district 8H. 18 . 16th Street Storm Drain $100 , 000 Construct 4" RCP storm drain in 16th Street from P .C.H . n m. orth to Olive Avenue. This storm drain is needed to relieve severe street capacity deficiencies in drainage district 8H . unrunaea drainage rro3ecrs ,Page 3 1R. Bolsa Chica Street Storm Drain - $160 , 000 Construct RCP storm drain in Bolsa Chica Street from Warner Avenue south to Los Patos Avenue. 20. Heil/Le Grand Storm Drain _ $700 , 000 Construct 72"-66" RCP storm drain in Heil Avenue from C07 channel east to Le Grand Lane. Construct 66"-24 " storm drain in Le Grand Lane from Heil Avenue south to Prairie Drive . 21 . Sixth Street Storm Drain $550 , 000 Construct RCP storm drain from Beach up Sixth St . to Olive Avenue. Construct 36"-24 " RCP in Olive Avenue from Sixth Street west to Eighth Street. Construct 36"-24" RCP in Olive Avenue from Sixth Street east to Main Street. Existing storm drains in district 8A are approximately 50t deficient. Construction of this storm drain would help relieve this condition. 22 . Lake Street Storm Drain $250 , 000 Construct 3,0" RCP storm drain in Lake Street from Beach to 0 ivelivel Avenue . Construct 24" RCP in Olive Avenue from Lake Street west to Second Street. Construction of this storm drain along with the Sixth Street storm drain will remove all the storm drain deficiencies in drainage district 8A. 23 . Edison R/W Storm Drain $1 , 300 , 000 Construct an 84" storm. drain parallel to existing 84" storm drain from the DOS flood control channel to Brookhurst Street at which point it reduces to 42" . The proposed storm drain continues easterly approximately 2000 ft. in the Edison R/W at which point the storm drain branches north and south with 24" storm drain . This storm drain will remove and will correct all storm drain and street capacity deficiencies in drainage district 6A. 24 . Adams Avenue Storm Drain $350 , 000 Construct 60" storm drain in Adams Avenue frontage road between the Adams pump station and Bushard Street paralleling the existing 60" storm drains . This storm drain is needed to correct the exist- ing deficient condition in Drainage District 7B. 25 . Shields/Springdale Storm Drain $1 , 000 , 000 Construct 48" storm drain in Shields Dr. from pump station to Springdale Street. Construct 36" storm drain in Gildred Circle from Springdale Street to Green View Lane . Construct 36" storm drain in Springdale Street from Shields Drive north to Annette Circle. Construct 24" storm drain in Springdale Street from Annette Circle to Heil Avenue. Construct 18 " storm drain in Springdale Street from Heil Avenue north approximately 900 feet. Construct 30" storm drain in Springdale Street from Shields Drive south approximately 700 feet. This project is needed to correct the 50t deficiency in the western half of drainage district No . 4 . 26 . Volga Storm Drain $250 , 000 Construct 4" storm drain in alley north of Volga Drive P.E. R/W to Sher Lane . Construct 18" storm drain from Sher Lane easterly to Parkside Street then southerly in Parkside Street to Stark Avenue . Page 4 27 . -Meredith Storm Drain $700 , 000 Construct 60" storm drain in Midland Lane from Meredith pump station north to Niagara Drive, then west on Niagara Drive to , Lawson Lane , then north on Lawson Lane to Adams Avenue where the storm drain branches westerly with a 42" pipe and easterly with a 24" pipe . This project will correct all storm drain deficiencies in drainage district 7D. • 28 . Indianapolis Storm Drain $400 , 000 Construct 54n storm draln in Indianapolis Avenue from the Indian- apolis pump station west to. Bushard Street. This project will correct all storm drain deficiencies in drainage district 7F. 29 . Brookhurst Storm Drain $900 , 000 Construct 8 storm drain in Brookhurst Street from Hamilton Ave. to a point north of Atlanta Ave. and from that point construct a short stretch of 24" storm drain. This project will correct all storm drain deficiencies in drainage district 7G. 30. Slater/Newland Storm Drain $700, 000 Construct 54" storm drain in Slater Avenue from the C06 channe west to Newland street, then south on Newland Street to Talbert, then west on Talbert to Hartlund Street. Construct 48 " storm drain in Hartlund Street from Talbert Avenue south to Gladys Avenue. Construct 30" storm drain in Hartlund Street from Gladys Avenue south to Kiner Avenue. Construct 24" storm drain in Hartlund Avenue from Kiner Avenue south to Le Conte Drive, thence west on Le Conte Drive to Springtime Lane . Construct 30" storm drain in Gladys Avenue from Hartlund Street west to Wharton Street , thence south on Wharton Street to Sterling Avenue. Construct 24" storm drain in Sterling Avenue from Wharton Street west to Lisa Lane, thence south on Lisa Lane to Kiner Avenue. The two branches of this proposed storm drain will remove all street capacity defi- ciencies in drainage district 3 . 31. D01 Storm Drain $600 ,000 Construct 4 " storm drain in the O.C.F.C.D. R/W from the Atlanta pump station north to Kingfisher Drive . Construct 36" storm drain in O.C.F .C .D. R/W from Kingfisher Drive north to Indianapolis Avenue where it branches easterly (24 " ) and westerly (18" ) to capture drainage from both sides of the channel . The existing storm drain system in this area is 40$ deficient. Construction of this project will remove all storm drain deficiencies in drainage district 7A. 32 . Banning Storm Drain $400 , 000 Construct 54 " storm drain in Banning Avenue from Banning pump station west to Bushard Street, thence construct a 42" storm drain southeasterly in Cape May Lane to Wood Island Lane. The existing storm drains are 50% deficient. Construction of this project will eliminate the deficiency in drainage district 7C. Unfunded Drainage Projects Page . 5 33 ; Graham Storm Drain $700 , 000 Construct 5 storm drain in Graham Street from the C04 c annnel - north approximately 300 ' , then construct a 66" storm drain from the ending point of the 75" storm drain north to Research Drive . Construct 3.6" storm drain in Graham Street from Research Drive north to McFadden Avenue . Construction of this storm drain will alleviate the existing deficiency in drainage district 2A. 34 . Edwards/Goldenwest Storm Drain $700 , 000 Construct 60" storm drain from Lake to Central Park between Goldenwest and Edwards Streets south to Ellis Avenue . From Ellis Avenue construct 42" storm drain south approximately 2000 feet . This project is needed because there are no storm drain facilities in this area and future development is anticipated. 35. Edwards Storm Drain $170, 000 Construct 24 " storm drain in Edwards Street from Edinger Avenue north to Down Drive. Construction of this storm drain will help alleviate street capacity deficiencies in drainage district 5A. 36 . Graham/Heil Storm Drain $750 , 000 Construct 5 " storm drain from bend in C07 channel southeasterly to intersection of Graham Street and Meadowlark Drive. Construct 48" storm drain in Graham Street from Meadowlark Drive south to Heil Avenue , thence east on Heil Avenue to Clubhouse Lane, thence south approximately 400 feet into Meadowlark Golf Course. Con- struction of this project will correct storm drain deficiencies in this area cf drainage district 2 . 37 . Beach/Atlanta Storm Drains $1 ,300 , 000 Construct 4 storm rain in Beach Blvd. from approximately 600 feet N/o Atlanta for 700 feet , thence northerly 1300 feet with a 36" storm drain. Construct 48" storm drain from a point approxi- mately 500 feet north of Atlanta Avenue in Beach Blvd. northwest to Frankfort Avenue, then westerly in Frankfort Avenue with a 30" storm drain to Delaware Street, then north on Delaware Street to Geneva Avenue. Construct 18" storm drain in Delaware from Geneva Avenue north to Hartford Avenue, then east on Hartford Avenue approximately 150 feet. Construct 36" storm drain in Atlanta Avenue from approximately 1200 feet W/o Beach Blvd. to Huntington Street, then west to Alabama Street with an 18" storm drain. Con- struct a 30" storm drain in Beach Blvd. from Atlanta Avenue south approximately 1600 feet. The construction of this project will alleviate storm drain deficiencies in drainage district 8B . 38 . Garfield Storm Drain Phase II $300 , 000 Construct 42" storm drain in Garfield Avenue from approximately 370 feet west of the centerline of Delaware Street to approximately 600 feet west of the centerline of Huntington Street, then westerly approximately 600 feet with 36" storm drain. From that point westerly in Garfield Avenue with 33" storm drain to Crystal Street. This project will correct the storm drain deficiencies in this area of drainage district 8G . Page 6 r 39 . Springdale Storm Drain $340 , 000 Construct " storm drain in Springdale Street from the C05S0 chan- nel north to Palo- Alto Drive. Construct 24" storm drain in Spring- dale Street from Palo Alto Drive north to Rosemont Drive. Construct 24" storm drain in Palo Alto Drive from Springdale Street east to La Mesa Lane. This project will alleviate storm drain deficiencies in this portion of drainage district 9 . 40. Prescott/Flintstone Storm Drains $250, 000 Construct ' . storm drain in Prescott Lane from Nutwood Circle south to Torin Drive. Construct 24" storm drain in Flintstone Lane from approximately 150 feet S/o Fenley Drive south to Armada Drive, then east on Armada Drive to McKinney Circle. This project will correct existing street capacity deficiencies in this section of drainage district 9 . 41 . Cornell Storm Drain $1 , 000 , 000 Construct 66" storm drain in Cornell Drive from the C04 channel east to Columbia Lane. Construct 48" storm drain in Cornell Drive. from Columbia Lane east to .Edwards Street. Construct 36 storm drain in Cornell Drive from Edwards Street east to Hanover Lane . This project will relieve the existing storm drain deficiency in this portion of drainage district 2 . 42 . Halifax Storm Drain $200, 000 Construct 0' storm drain in Halifax Drive from Edwards Street east to Hanover Lane. Construct 24" storm drain in Halifax Drive from Hanover Lane east to Victoria Lane . This project will relieve the existing street capacity deficiency in this portion of drainage district 2 . M, 43 . Meadowlark/Birdie Storm Drain $150, 000 Construct 6 storm drain in Meadowlark Drive from Graham Street east to Birdie Lane , thence south in Birdie Lane to Venturi Drive . This project will correct the storm drain deficiencies in this portion of drainage district 2 . 44 . Edinger/Sherbeck Storm Drain $250, 000 Construct 36" storm drain 11 Edinger Avenue from Belfast Lane east to Sherbeck Lane. Construct 24" storm drain in Edinger Avenue from Sherbeck Lane east to Malm Circle . Construct 18" storm drain in Edinger Avenue from Malm Circle east to Feola Circle . Construct 18" storm drain in Sherbeck Drive from Edinger Avenue north to Breeland Drive. This project will alleviate street capacity defi- ciencies in this portion of drainage district 5A. 45. Redlands Storm Drain $100 , 000 Construct 24" storm drain in Redlands Lane from Defiance Drive to Lafayette Drive. This project will alleviate street capacity deficiencies in this portion of drainage district 5A. 46 . Stardust Storm Drain $100, 000 Construct 4 ' storm drain in Stardust Drive from Nevada Drive east to Hammon Lane. This project will correct the street capacity deficiency in this area . The project is not located in an established drainage district. Pace 7 47 . Gothard/Goldenwest Storm Drains $800, 000 Construct storm drain from Ellis Avenue midway between Golden- west Street and Gothard Street southwesterly to Goldenwest Street, then south in Goldenwest Street with 60" storm drain to Ernest Avenue. Construct 48" storm drain in Goldenwest Street from Ernest Avenue south approximately 500 feet, thence southerly in Golden- west Street with 56" storm drain to Garfield Avenue. Construct 90" storm drain from Ellis midway between Goldenwest Street and Gothard Street southeasterly to joint existing 72" drain in Gothard Street. From joint point in Gothard Street construct approximately 600 feet of 30" , then approximately 600 feet of 24" southerly down Gothard Street. This project is needed because there are no storm drain facilities in this portion of drainage district 9 and future development is anticipated. 48 . Meadowlark Storm Drain $300 , 000 Construct 2" storm drain from intersection of Warner Avenue and Graham Street 750 feet easterly into the Meadowlark Golf Course, then northerly 750 feet. This project will be needed if the golf course area develops . Drainage district 7 .) 49 . Warner/Lynn Storm Drain $800 , 000 Construct 54" storm drain in Warner Avenue from Weatherly Bay east to Orion Avenue. Construct 42" storm drain in Warner Avenue from Orion Avenue to Lynn Street. Construct 27" storm drain in Lynn Street for Warner Avenue south to Hermanson Circle. This project will correct the storm drain deficiency that exists in this portion of drainage district 12 . No. 2798 STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss: CITY OF HUNTINGTON BEACH ) I, ALICIA M. WENTWORTH, the duly elected, qualified City Clerk of the City of Huntington Beach and ex-officio Clerk of the City Council of the said City, do hereby certify that the whole number of members of the City Council of the City of Huntington Beach is seven; that the foregoing ordinance was read to said City Council at a regular meeting thereof held on the 16th day of September 19 85 , and was again read to said City Council at a regular adjourned meeting thereof held on the 14th day of October , 19 85 , and was passed and adopted by the affirmative vote of more than a majority of all the members of said City Council. AYES: Councilmen: Kelly, macAllister, Bailey, Finley, Green, Thomas NOES: Councilmen: None ABSENT: Councilmen: Mandic City Clerk and ex-officio Clerk of the City Council of the City .. of Huntington Beach, California