HomeMy WebLinkAboutOrdinance #2798 SEE Pe4 ss78
ORDINANCE NO. 2798
AN ORDINANCE OF THE CITY OF HUNTINGTON BEACH
AMENDING THE HUNTINGTON BEACH MUNICIPAL CODE BY
AMENDING SECTION 14.48.010, 14.48. 020, AND
14.48.050 RELATING TO REVISED MASTER PLAN OF
DRAINAGE
The City Council of the City of Huntington Beach does
ordain as follows:
SECTION 1. The Huntington Beach Municipal Code is hereby
amended by amending sections 14.48.010, 14.48. 020 and 14.48. 050
to read as follows:
14.48. 010 Master plan of drainage. Reference is made to
the city' s master plan of drainage, dated July, 1985, which is
hereby adopted pursuant to California Government Code sections
66483 et seq.
Said drainage plan has been determined by the Board of
Supervisors of the county of Orange to be inconformity with
the county drainage plan. A copy of the city' s master plan of
drainage, dated July, 1985, is on file in the city clerk ' s
office and the same is made a part hereof as if fully set forth
in this chapter.
The city council hereby finds, by adopting the city' s
master plan of drainage, that the subdivision and development
of property within the district areas requires the construction
of the facilities as set forth in the aforementioned master
plan of drainage.
i
The city council hereby finds, by adopting the city' s
master plan of drainage, that the fees, established by resolu-
tion of the city council, are fairly apportioned within the
drainage areas set out in the master plan for the city, dated
July, 1985.
14.48. 020 Drainage areas. The boundaries of the drainage
areas are hereby declared to be those identified in the master
plan of drainage, dated July, 1985, which is on file in the
city clerk ' s office, and the same are made a part hereof as
though fully set forth in this chapter.
1.
All drainage facilities set forth in the master plan of
drainage for the city of Huntington Beach are in addition to
present local drainage facilities serving the drainage areas.
14.48.050 Drainage fees. There is hereby established a
requirement for the payment of fees for the purpose of de-
fraying the actual or estimated costs of constructing planned
drainage facilities for the removal of surface and storm waters
for the various drainage areas. Actual drainage fees for each
drainage area shall be established and amended from time to
time by resolution of the city council.
r
Such fees shall be collected, deposited and expended pur-
suant to California Government Code sections 66483 et seq. , and
all other applicable laws of the state of California.
All necessary drainage fees established by the city shall
be deposited with the city prior to recordation of a subdivi-
sion map, or issuance of a building permit if a subdivision map
is not required. The subdivider or person to whom a building
permit has been issued may make application for a reimbursement
agreement.
SECTION 2. This ordinance shall take effect thirty days
after its passage.
PASSED AND ADOPTED by the City Council of the City of
adjourned
Huntington Beach at a regular/ meeting thereof held on the 14th
day of October 1985.
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Mayor
ATTEST APPROVED AS TO FORM:
rar
City Clerk City
REVIEW D APPROVED: I 7D AND APP O .
City Admlinlstrafkr Director of Public Works
ahb; 8/15/85
0723L/3673
2.
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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 recomiended 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 Funds 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 from five pump stations. The drainage districts should be consolidated
since the contribution of flow from 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 Priority* Acreage Fee/Acre
6A $ 95,776 -0- $1,300,000 23 410 $ 2,775
6B 67,357 -0- 950,000 4 410 2,225
6C 51,164 -0 -0- - < 10 3,350
7B 53,569 -0- 200,000 10 -<10 2,775
350,000 24
- \.V MASTER PLAN OF
DRAINAGE AREAS
t 9-5-11 I0 I\\
DM 9 D
L
HUNTINGTON HARBOUR \
-11 15-5-11 14- 1
MI18
J
I WINTERSBURG CHANNEL
24.5�1 19-5-11 0-5-11 21-5-Il 22-5-I1
DM 28\ DM 21 D" D 124 1)1�25 - 5 DMI27
30-5-11 ~• 29-5-t1 ` 2a 5�i1,f 274-11 -5-II 25 -11
AM 35 DM 34 DM 33 32 M 31 D p \`
T�
�n32-5\`11 33-5-II �1'��.�' -II 35-5-II
DM 36\ DM 37 _: 38 39 D O
TALBERT CHANNEL,;
5-6-11 �(i�l'r---'� 3-6-11 2 -III 1-6 1 546-
DM4 D -2 b..o...D DM
I �
o� -n 12-6-11 7-6 Io SANTA ANA
12 DM13 DM7
a RIVER
DOWNTOA
1
14 13-6-11 18 -10 17-6-10
MI p � D 0 DM19
CITY OF ��ti � �
HUNTINGTON BEACH HUNTINGTON Ef _ -
ORANGE COUNTY CALIFORNIA BEACH CHANNEL
o luD Aw ]Yp I[[i
WDnTED M>Rcw Ia.l%I
PLYNNG COMMISSIOR RESOLUTgR
Civ COURCtU-DWDIWRCE x0 82
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, ,7I, 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 flow 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 , 410 $ 4,000
7E 262,646 113,246 300,000 11 80 4,450
-0- -0- - <10 5,000
7I 68,906 -0- -0- - 40 5,000
8B (363,280) -0- 1,300,000 37 50 81350
8C 17,341 -0- -0- - 20 5,000
8G 260,854 127,680.00 300,000 38 80 71800
Downtown Drainage Area
Drainage Districts 8A, 8D, 8F and 8H comprise this area. All run-off is directly to
the ocean by gravity flaw. 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
8A $ -0- $ -0- $ 550,000 21 .410 $ -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 flow which it receives.
Careful coordi.- tion and planning of all drainage improvements in this area will
be required to ensure the highest level of flood protection.
Wintersburg Channel (Cont.)
Reimb Agr Unfunded Undvd Fee/Acre
District Funds Available Outstanding Projects Priority* Acreage
3 $ 25,492.00 -0- $ 500,000 5 15 41450
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-
9 552,697 179,652 750,000 7 600 7,250
93,240 1,250,000 12
700,000 34
340,000 39
250,000 40
800,000 47
300000 48
10 64,894 -0- -0- 10 2,225
11 (32,200) -0- -0- -- < 10 Completed
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 $ 2631,214 $ 3,478 $ 250,000 8 410 725
250,000 9
750,000 36
1,000,000 41
200,000 42
200,000 43
2A 306,733 -0- 700,000 33 c 10 2,775
12 2140,339 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 accomplished. 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 1=ted 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
tric would rem in unfunded without General Fund or Assess-
ment District Funding.
Huntington Beach Channel Drainage Area
District consolidation should give over 300 underdeveloped acres, which could
generate over two million dollars in additional funds. Together with the
$232,000 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.
Downtown 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./UNPAID* 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
*UNDEV/uNPAID: Areas that are vacant or previously developed and did not pay fees
because the drainage fee was not established at that time.
UNFUNDED DRAINAGE PROJECTS
" 1. Pump Station Controls/Shields; B_olsa 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
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 station.
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
in-
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.
10. 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.
B . Scenario Pume Station $250 ,000
Upgrade station 2$ . 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.
0. 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.
Page 2
pll . - 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 8001 . Construct 24" RCP storm drain in Heil Ave.
from Newland St. east approximately 1 , 1001 . 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. ana
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 4" 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 P.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. north
to Olive Avenue. This storm drain is needed to relieve severe
street capacity deficiencies in drainage district 8H .
Unfunded Drainage Projects
Page 3
19 . 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 50% deficient. Construction of this storm
drain would help relieve this condition.
22 . Lake Street Storm Drain $250 , 000
Construct 10" RCP storm_ drain in Lake Street from Beach to to 0
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 4" storm drain parallel to existing 84" storm drain
from the D05 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.
124 . 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 8" 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 50% 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.
C s
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 " storm rain 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 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 $7,00, 000
Construct 4" storm drain in Slater Avenue from the C06 channel
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 7511 storm drain in Graham Street from the C04 channel
north approximately 3001 , then construct a 66" storm drain from
the ending point of the 75" storm drain north to Research Drive .
Construct 3611 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 brain $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 2411 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 5411 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 Zane, thence
south approximately 400 feet into Meadowlark Golf Course. Con-
struction of this project will correct storm drain deficiencies
in this area of drainage district 2.
37 . Beach/Atlanta Storm Drains $1 ,300 , 000
Construct 4 storm drainin 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.
Unfunded Drainage Projects
Page 6
39 . Springdale Storm Drain $340 ,000
Construct 4 " storm drain in Springdale Streetfrom the C0 S0 chap
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 6611 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 ' 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 .
43 . Meadowlark/Birdie Storm Drain $150, 000
Construct 6 storm drain 1n 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 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.
6 . 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.
Unfunded Drainage Projects
Page 7
47 Gothard/Goldenwest Storm Drains $800, 000
Construct storm drain Trom 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
Construct4211 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
49 . Warner/Lynn Storm Drain $800 ,000
Construct 5 " 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 .
Ord. 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;
t 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
1, Aticfa M. Wentworth CITY CLERK of the City at
Huntington Beach and ex•officio Clerk of the City
Council, do hereby cerpty teat a synolssis of this
ordinance has been Guaiished in the Huntington
Beach IndeJendent an
in cCoc s'3ncc Y.ith the C:ty Charier of said City.
AIJC1A M. wENTwoRTH
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City Clerk
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Oeputy City Clerk