CITY OF ANAHEIM
Master Plan of Storm Drainage
for Fullerton Creek Channel
Tributary Area
SEPTEMBER 2010
VOLUME 1
Table of Contents
VOLUME 1
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
Executive Summary............................................................................................................... 1
1.1 General ................................................................................................................................ 1
1.2 Drainage Basin 5 ................................................................................................................ 1
1.3 Drainage Basin 10 .............................................................................................................. 2
1.4 Drainage Basin 11 .............................................................................................................. 2
1.5 Drainage Basin 13 .............................................................................................................. 2
1.6 Drainage Basin 15 .............................................................................................................. 3
1.7 Capital Improvement Plan ............................................................................................... 3
1.8 Storm Drain Impact and Improvement Fee................................................................... 5
1.9 Potential Locations for Detention/Infiltration Basins in City Parks.......................... 5
Introduction ............................................................................................................................ 9
2.1 Purpose ............................................................................................................................... 9
2.2 Background ........................................................................................................................ 9
Technical Criteria ................................................................................................................ 10
3.1 Hydrologic Analysis ....................................................................................................... 10
3.2 Hydraulics Analysis........................................................................................................ 10
3.3 Downstream Boundaries................................................................................................ 11
Drainage Basin 5 .................................................................................................................. 12
4.1 Hydrologic Analysis ....................................................................................................... 12
4.2 Analysis of Existing Improvements.............................................................................. 12
4.3 Proposed Improvements ................................................................................................ 13
4.4 Cost Estimates.................................................................................................................. 13
Drainage Basin 10 ................................................................................................................ 15
5.1 Hydrologic Analysis ....................................................................................................... 15
5.2 Analysis of Existing Improvements.............................................................................. 15
5.3 Proposed Improvements ................................................................................................ 16
5.4 Cost Estimates.................................................................................................................. 16
Drainage Basin 11 ................................................................................................................ 21
6.1 Hydrologic Analysis ....................................................................................................... 21
6.2 Analysis of Existing Improvements.............................................................................. 22
6.3 Proposed Improvements ................................................................................................ 23
6.4 Cost Estimates.................................................................................................................. 23
Drainage Basin 13 ................................................................................................................ 26
7.1 Hydrologic Analysis ....................................................................................................... 26
7.2 Analysis of Existing Improvements.............................................................................. 26
7.3 Proposed Improvements ................................................................................................ 27
7.4 Cost Estimates.................................................................................................................. 27
Drainage Basin 15 ................................................................................................................ 29
8.1 Hydrologic Analysis ....................................................................................................... 29
8.2 Analysis of Existing Improvements.............................................................................. 30
8.3 Proposed Improvements ................................................................................................ 31
8.4 Cost Estimates.................................................................................................................. 31
Capital Improvement Plan................................................................................................. 35
Storm Drain Impact and Improvement Fee .................................................................... 37
Potential Locations for Detention/Infiltration Basins in City Parks ......................... 38
I
List of Figures
Figure 1 Study Area ................................................................................................................. 6
Figure 2 Drainage Areas .......................................................................................................... 7
Figure 3 Proposed Improvements ............................................................................................ 8
Figure 4 Drainage Basin 5 ..................................................................................................... 14
Figure 5 Drainage Basin 10 ................................................................................................... 19
Figure 6 Drainage Basin 10 Alternative Proposed Improvements ........................................ 20
Figure 7 Drainage Basin 11 ................................................................................................... 25
Figure 8 Drainage Basin 13 ................................................................................................... 28
Figure 9 Drainage Basin 15 ................................................................................................... 33
Figure 10 Drainage Basin 15 Alternative Proposed Improvements ...................................... 34
List of Tables
Table ES-1 – Priority 1 Cost Estimate ...................................................................................... 4
Table ES-2 – Priority 2 Cost Estimate ...................................................................................... 4
Table ES-3 – Priority 3 Cost Estimate ...................................................................................... 5
Table ES - 4 Potential Locations for Detention/Infiltration Basins within City Parks ............. 5
Table 1 – Basin 5 Summary of Hydrology ............................................................................. 12
Table 2 – Basin 5 Cost Estimate ............................................................................................. 13
Table 3 – Basin 10 Summary of Hydrology ........................................................................... 15
Table 4 – Basin 10 Cost Estimate ........................................................................................... 16
Table 5 – Basin 10 Alternative Cost Estimate ........................................................................ 18
Table 6 - Basin 11 Summary of Hydrology ............................................................................ 22
Table 7 - Basin 11 Cost Estimate............................................................................................ 24
Table 8 - Basin 13 Summary of Hydrology ............................................................................ 26
Table 9 - Basin 13 Cost Estimate............................................................................................ 27
Table 10 - Basin 15 Summary of Hydrology .......................................................................... 30
Table 11 - Basin 15 Cost Estimate.......................................................................................... 31
Table 12 - Basin 15 Alternative Cost Estimate....................................................................... 32
Table 13 – Priority 1 Cost Estimate ........................................................................................ 35
Table 14 – Priority 2 Cost Estimate ........................................................................................ 36
Table 15 – Priority 3 Cost Estimate ........................................................................................ 36
Table 16 - Potential Locations for Detention/Infiltration Basins within City Parks.............. 38
Appendices
Appendix A
Cost Estimates
VOLUME 2 (Bound Separately)
Appendix B
Hydrology Maps
Appendix C
Hydrology Calculations
Appendix D
Existing Hydraulic Calculations
II
Appendix E
Appendix F
Proposed Hydraulic Calculations
Street Flow Calculations
III
1. Executive Summary
1.1 General
The City of Anaheim Master Plan of Storm Drainage for Fullerton Creek Channel Tributary
Area (FCTA) covers that portion of the City of Anaheim ultimately tributary to Orange
County Flood Control District (OCFCD) regional facility Fullerton Creek Channel (A03).
The purpose of the Master Plan is to provide comprehensive long-range planning for the
implementation and development of drainage facility improvements in the area, determine
the cost of implementing the facilities, and discuss funding priorities of the improvements.
This Master Plan is based on the criteria outlined in the City’s Drainage Manual for Public
and Private Drainage Facilities, dated August, 2005.
In 1973, the City published a Master Plan of Drainage for the City of Anaheim. That report
divided the City into 42 Drainage Districts based generally on local storm drainage facilities
and the City limits at that time. In 1983, two additional Drainage Districts were added for a
total of 44 Drainage Districts. Since that time the City limits have changed to include more
tributary area and the City has changed its drainage classification system to watersheds
which are tributary to the County of Orange’s regional drainage facilities. The City of
Anaheim is divided into seven major watershed tributary areas; Santa Ana River, Carbon
Creek Channel, East Garden Grove-Wintersburg Channel, Anaheim Barber City Channel,
Fullerton Creek Channel, Stanton Channel, and Moody Creek Channel. Each of these
watersheds include several of the Districts from the 1973 Master Plan.
The FCTA includes Drainage District’s 5, 10, 11, 13, and 15 from the 1973 Master Plan.
These areas are identified as Drainage Basins instead of Districts for this Master Plan and
are shown on Figure 1. The boundaries of some of the basins have been modified from the
1973 Master Plan boundaries. Figure 1 shows the new boundaries, and all references to
areas in this Master Plan are based on the new boundaries. Each Drainage Basin is further
divided into one or more Drainage Areas as shown in Figure 2.
1.2 Drainage Basin 5
Drainage Basin 5 drains approximately 360 acres, and is generally bounded by the 91
freeway on the north, the I-5 freeway on the east, a few hundred feet south of La Palma
Avenue to the south, and Dale Avenue on the west. Generally, water flows over land to
streets and then through pipes from the southeast to the northwest, and ties into Caltrans
facilities at the City limits with the City of Buena Park. As shown in Figure 2, Drainage
Basin 5 consists of 1 Drainage Area.
There are two storm drains in area 5-1. The main storm drain system in Magnolia Avenue
and La Palma Avenue can convey 70 percent of the 10-year flow. The second storm drain
in Knollwood Circle which ties in to the first storm drain is adequate to convey the 10-year
storm event. However, the City’s flooded width criteria during a 10, 25 and 100-year storm
event are not satisfied in most locations. An extension to the existing facilities in La Palma
Avenue, and parallel relief storm drains in La Palma Avenue and Magnolia Avenue are
recommended to satisfy both the City’s requirement of conveying the 10-year storm event
1
and the flooded width criteria. The estimated cost for constructing the improvements is
$13,774,000 (2010 dollars).
1.3 Drainage Basin 10
Drainage Basin 10 drains approximately 175 acres, and is generally bounded by the 91
freeway on the north, Brookhurst Street on the east, La Palma Avenue on the south, and the
I-5 freeway on the west. Generally, water flows in streets from east to west before entering a
catch basin which ties into the Houston Channel Lateral at the City Limits. The Houston
Channel Lateral drains into Houston Channel, which is tributary to Fullerton Creek
Channel. As shown in Figure 2, Drainage Basin 10 consists of 4 Drainage Areas.
There are no existing storm drain facilities within Drainage Basin 10. The City’s flooded
width criteria during a 10, 25 and 100-year storm event are met for streets in Areas 10-3 and
10-4. However, they are not satisfied in several locations in Areas 10-1 and 10-2.
Construction of new facilities in Houston Avenue, Coronet Avenue, and Falmouth Avenue
are recommended to satisfy both the City’s requirement of conveying the 10-year storm
event and the flooded width criteria. The estimated cost for constructing the improvements
is $8,191,000 (2010 dollars).
1.4 Drainage Basin 11
Drainage Basin 11 drains approximately 430 acres, and is generally bounded by the 91
freeway on the north, Euclid Street on the east, Catalpa Avenue to the south, and
Brookhurst Street on the west. Generally, water flows over land to streets and then through
pipes from south to north and from east to west. The east to west flow ties into Caltrans
facilities along the I-5 freeway at Brookhurst Street. The south to north flow drains into a
Caltrans facility along the 91 freeway. The Caltrans facilities drain into Houston Channel
(A03S02), which is tributary to Fullerton Creek Channel. As shown in Figure 2, Drainage
Basin 11 consists of 8 Drainage Areas.
There is only one existing storm drain system in Basin 11. This system drains Area 11-3 in
Coronet Avenue and has a capacity of 70 percent of the 10-year flow. The City’s flooded
width criteria during a 10, 25 and 100-year storm event are met for streets in Areas 11-4
through 11-8. However, the City’s flooded width criteria during a 10, 25 and 100-year storm
event are not satisfied in many locations in Areas 11-1, 11-2 and 11-3. New storm drain
facilities along La Palma Avenue in Area 11-1 and Brookhurst Street in Area 11-2 and a
parallel storm drain along Coronet Avenue in Area 11-3 are recommended to satisfy the
City’s requirement of conveying the 10-year storm event as well as the City’s flooded width
criteria. The estimated cost for the improvements is $17,424,000 (2010 dollars).
1.5 Drainage Basin 13
Drainage Basin 13 drains approximately 125 acres, and is generally bounded by the 91
freeway on the north, Harbor Boulevard on the east, La Palma Avenue on the south, and
Euclid Street on the west. Generally, water flows over land to streets from east to west and
then from south to north through an existing storm drain system along Euclid Avenue that
ties into a Caltrans facility along the 91 freeway. The Caltrans facility drains into Houston
Channel, which is tributary to Fullerton Creek Channel. As shown in Figure 2, Drainage
Basin 13 consists of 1 Drainage Area.
2
The existing storm drain system in Area 13-1 can convey the 10-year storm event except for
the double 10.5-foot by 2-foot reinforced concrete box (RCB) along Euclid Street. The RCB
has a capacity of 80 percent of the 10-year flow. The City’s flooded width criteria during a
10, 25 and 100-year storm event are not satisfied in Chevy Chase Drive and Romneya
Avenue. Extensions to the existing facilities are recommended to satisfy the City’s flooded
width criteria in these locations and a parallel storm drain in Euclid Street is also
recommended. The estimated cost for constructing the improvements is $4,602,000 (2010
dollars).
1.6 Drainage Basin 15
Drainage Basin 15 drains approximately 225 acres, and is generally bounded by Fullerton
Creek Channel and the city limits to the north, Raymond Avenue on the east, the 91 freeway
on the south, and Lemon Street on the west. The majority of flow drains to a storm drain in
Orangethorpe Avenue and Lemon Street which outlets to Fullerton Creek Channel to the
north. A few small areas drain north to A03S05 which outlets to Fullerton Creek Channel.
As shown in Figure 2, Drainage Basin 15 consists of 6 Drainage Areas.
The existing storm drains analyzed in Basin 15 are adequately sized to carry the 10-year
storm event except for the storm drain in Area 15-1. This system can convey 90 percent of
the 10-year flow. The storm drains in Area 15-4 and 15-6 can convey the 100-year flow and
10-year flows, respectively. Runoff from Areas 15-2, 15-3 and 15-5 flow over land and in
streets directly into either Fullerton Creek Channel or A03S05, which is tributary to
Fullerton Creek Channel. The City’s flooded width criteria during a 10, 25 and 100-year
storm event are not satisfied in some locations. Extensions to the existing facilities, and
parallel storm drains along Orangethorpe Avenue and Lemon Street are recommended to
satisfy both the City’s requirement of conveying the 10-year storm event as well as the
flooded width criteria. The estimated cost for constructing these improvements is $4,938,000
(2010 dollars).
1.7 Capital Improvement Plan
The goal of the Capital Improvement Plan is to identify an organized system for
implementing the proposed improvements as financing becomes available. A total of 20
projects totaling $48.9 million (2010 dollars) have been identified as part of this Master Plan.
These projects range from small extensions of existing storm drains to large storm drain
systems in arterial highways.
A priority ranking was developed to identify the most important projects that should be
constructed first. This ranking was based on the level to which the existing system meets
the City’s flood protection goals. Three categories of improvements were identified as
outlined below.
Priority 1 - Proposed new storm drain in an arterial highway or local street to achieve 10, 25,
and 100-year flood protection levels.
Priority 2 - Proposed parallel or replacement storm drain in an arterial highway or local
street to achieve 10, 25, and 100-year flood protection levels.
Priority 3 - Proposed new storm drain in a local street where 100-year protection levels are
met without the storm drain, however, the storm drain is required to achieve flood
protection levels for the 10-year storm.
3
Figure 3 outlines the proposed improvements by priority. Table ES-1 outlines those projects
designated as Priority 1. There are a total of 7 projects totaling $20.9 million (2010 dollars).
Table ES-1 – Priority 1 Cost Estimate
Area
Storm Drain ID
10-1
SD 10-1_01 (P)
10-1
Street
Type of Facility
Length
(feet)
Estimated Cost
(2010 Dollars)
Houston Avenue
New 60-inch RCP
2,320
$4,335,000
SD 10-1_02 (P)
Coronet Avenue
New 48-inch RCP
1,080
$1,544,000
11-1
SD 11-1_01 (P)
La Palma Avenue
Replacement 60-inch
RCP /54-inch /60-inch
RCP/ New 42-inch RCP
4,155
$6,588,000
11-1
SD 11-1_02 (P)
Dogwood Avenue
New 48-inch RCP
1,155
$1,647,000
$8,235,000
11-2
SD 11-2_01 (P)
Brookhurst Street
New 54-inch/60-inch
RCP
2,385
$3,817,000
$3,817,000
15-1
SD 15-1_01 (P)
Orangethorpe
Avenue
Extension 42-inch RCP
625
$782,000
15-4
SD 15-4_01 (P)
Orangethorpe
Park/Orangethorpe
Avenue
Extension 42-inch RCP
1,740
$2,168,000
$2,168,000
$20,881,000
$20,881,000
TOTAL
Area Total
$5,879,000
$782,000
Table ES-2 below outlines those projects designated as Priority 2. There are a total of 7
projects totaling $19.8 million (2010 dollars).
Table ES-2 – Priority 2 Cost Estimate
Area
Storm Drain ID
Street
Type of Facility
Length
(feet)
Estimated Cost
(2010 Dollars)
5-1
SD 5-1_03 (P)
La Palma Avenue
Parallel Relief Drain 42inch/48-inch/54-inch RCP
2,990
$ 4,423,000
5-1
SD 5-1_02 (P)
Magnolia Avenue
Parallel Relief Drain 54inch RCP
2,770
$ 4,577,000
5-1
SD 5-1_01 (P)
Magnolia Avenue
to Dale Avenue
Parallel Relief Drain 54inch RCP
2,550
$ 4,227,000
11-3
SD 11-3_01 (P)
Coronet Avenue
Parallel 72-inch RCP/ 60inch RCP
2,265
$4,307,000
13-1
SD 13-1_01 (P)
Euclid Street
Parallel 36-inch RCP
315
$325,000
$325,000
15-1
SD 15-1_02 (P)
Orangethorpe
Avenue
Parallel 36-inch RCP
585
$633,000
$633,000
15-1
SD 15-1_03 (P)
Lemon Street
Parallel 36-inch RCP
1,250
$1,355,000
$1,355,000
$19,847,000
$19,847,000
TOTAL
Area Total
$13,227,000
$4,307,000
Table ES-3 below outlines those projects designated as Priority 3. There are a total of 6
projects totaling $8.2 million (2010 dollars).
4
Table ES-3 – Priority 3 Cost Estimate
Area
Storm Drain ID
5-1
SD 5-1_04 (P)
10-1
Street
Type of Facility
Length
(feet)
Sequoia Avenue
Extension 33-inch RCP
540
SD 10-1_03 (P)
Coronet Avenue
New 42-inch RCP
1,015
$1,279,000
$1,279,000
10-2
SD 10-2_01 (P)
Falmouth Avenue
New 36-inch RCP
980
$1,033,000
$1,033,000
11-1
SD 11-1_03 (P)
Dogwood &
Mohican Avenue
New 42-inch RCP
875
$1,065,000
$1,065,000
13-1
SD 13-1_02 (P)
Chevy Chase
Drive
Replacement 42-inch
RCP/ New 42-inch RCP
2,245
$2,820,000
13-1
SD 13-1_03 (P)
Romneya Drive
Extension 36-inch RCP
1,355
$1,457,000
4,277,000
$8,201,000
$8,201,000
TOTAL
Estimated Cost
(2010 Dollars)
$
547,000
Area Total
$
547,000
1.8 Storm Drain Impact and Improvement Fee
To finance storm drain improvements and to mitigate the flooding and storm drainage
impacts caused by new development and/or by additions and expansions to existing
development the City of Anaheim City Council previously adopted an ordinance and storm
drain impact fees for certain areas with the City. None of these fees are applicable to the
Fullerton Creek Tributary Area. A future study will be conducted to identify financing
mechanisms for constructing the improvements. These could include such options as
Impact Fees, Assessment Districts or other financing mechanisms.
1.9 Potential Locations for Detention/Infiltration Basins in City
Parks
An analysis of potential locations for detention and infiltration basins in City parks was
made. These detention/infiltration basins could potentially reduce the size or need for
downstream storm drain facilities. The analysis was made by looking at the location of each
park within the study area and determining if an existing or proposed storm drain facility
was located nearby. If a storm drain facility was located nearby, then the potential to reduce
downstream storm drain facilities was made. If the basin could reduce downstream
facilities, then the location was identified as a potential location for a detention or
infiltration basin. The results of the analysis are summarized in Table ES-4. Detailed
analysis will need to be performed to determine the size and effectiveness of basins at these
potential locations.
Table ES- 4 Potential Locations for Detention/Infiltration Basins within City Parks
Park Name
Street by
Park
MP Basin
SD Nearby
5 - MANZANITA PARK
Canary St.
FC – 13-1
Proposed
10 - JOHN MARSHALL
FC - 11-1,
PARK
La Palma Ave
11-2
Proposed
1
Notes: Could reduce proposed storm drain for street flooding
Is SD
Deficient Possible
D/S of
Location
Park
for Basin
Yes
Yes1
Yes
Yes1
5
Legend
Anaheim City Limits
Street Right of Way
Basin 5
Basin 10
Basin 11
Basin 13
FREEDOM AVE
LIBERTY AVE
GEMINI PL
LEMON ST
HARBOR BLVD
1)
OLIVE ST
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WALNUT ST
DR
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CA
LIDO LN
5
Ca
PATT ST
KEMP ST
ANAHEIM BLVD
HOMER ST
SWAN ST
VILLAGE WAY
MAYFAIR AVE
WEST ST
RALEIGH ST
RIVIERA ST
RAVENNA ST
CITR
ON
ROBIN ST
LOMBARD DR
WAY
RRY
CHE
LIDO ST
LOMITA ST
ARBOR ST
CROWN ST
ST
LOARA ST
FAIRHAVEN ST
EUCLID ST
IDW
AY
EUCL
FANN ST
ECHO ST
NUTWOOD ST
EMERALD ST
LAGUNA ST
MOHAWK AVE
MOHICAN AVE
IROQUOIS AVE
ONONDAGA AVE
CHIPPEWA AVE
RT
BA
YP
O
MULLER ST
DAHLIA DR
PRIMROSE ST
AGATE ST
HERMOSA DR
SU
WICHITA ST
FAIRVIEW ST
FERN ST
GARDEN ST
CAROL DR
BERNIECE DR
ALADDIN DR
EMPIRE ST
VALLEY ST
CAMELLIA ST
BIRCHER ST
BROOKHURST ST
LOARA ST
RF
MAPLE ST
LOTUS ST
HOLLY ST
HOLLY ST
VALLEY ST
VENTURA ST
SIESTA ST
KATHRYN DR
VENTURA ST
MONTEREY ST
LINDSAY ST
ARCHER ST
PL
BAKER ST
HACIENDA ST
FLORETTE ST
GILBERT ST
TOPO ST
GAIN ST
HAMPTON ST
VE
TH A
WO R
E LLS
Y ST
EMIL
ST
T
ST
E ST
GAIN ST
ALAMO ST
ALAMO ST
HAMPTON ST
MAGNOLIA AVE
MONTEREY ST
ROANNE ST
GENEVA ST
MODENA ST
HANOVER ST
HARCOURT ST
AURORA ST
LA REINA ST
LA PERLA ST
NANCITA ST
FELICIDAD ST
ARON
ST
ST
ST
DINA
STINSON ST
VINE
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C LAU
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ST
TROJAN ST
MORAGA ST
WAY
HICKORY DR
H
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LO
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GUAVA AVE
COLORADO ST
CIR
WAY
SYRACUSE ST
ST
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ST
LE M
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TOP
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AFTON
T
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RTR
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ST
5
BENWOOD DR
2,000
ST
ST
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1,000
1 inch equals 2,000 feet
LE M
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ALEXIS AVE
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ST
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WA
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LA PALMA AVE
ZEYN
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GEFA
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91
COMMERCIAL ST
JULIANA ST
WAY
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DISCOVERY LN
91
VICTOR AVE
NORTH ST
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CA
M
FULTON ST
GRAYSON AVE
VIA PA
L
SEQUOIA
HOLLY
SIESTA ST
ALAMO ST
ST
10
5 LA
TAMARACK
91
CORONET AVE
EUCLID ST
91
CORONET AVE
MORAGA ST
R
D
D
2)
91
GILB
ERT
FERNDALE ST
DEVONSHIRE RD
ELMIRA ST
BRAEBURN ST
CIR
LA
N
D
O
O
W
3S 0
ORANGEFAIR MALL
T ST
5
WOODLAND DR
(A 0
15
DURST ST
EA S
BLUEBELL DR
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DR
KNOLLWOOD
Cha
n
AETNA ST
MAGNOLIA AVE
DALE AVE
t on
MARINER
PHLOX DR
R
HOUSTON AVE
PARKSIDE LN
CARNATION DR
KE
PARLDALE LN
Hou
s
AVE
ORANGETHORPE AVE
CIR
5
BA
PECKHAM ST
ORANGETHORPE AVE
A03S05
RAYMOND AVE
03)
LEMON VIA
ne l (A
WALNUT VIA
SPRUCE VIA
CYPRESS VIA
C h an
AMERIC
AN
r eek
LEMON ST
rton C
ST
Fulle
ORANGETHORPE PARK
Basin 15
TH
SOU
ST
Figure 1
Study Area
Master Plan of Storm Drainage for
Fullerton Creek Channel Tributary Area
Legend
Drainage Basin
5-1
Drainage Area
Anaheim City Limits
15-2
FREEDOM AVE
LIBERTY AVE
ORANGETHORPE AVE
GEMINI PL
(B
OLIVE ST
Ca
rb
on
Cr
ee
k
HOMER ST
SWAN ST
PATT ST
01
)
RALEIGH ST
RIVIERA ST
VILLAGE WAY
KEMP ST
CIR
WALNUT ST
LOARA ST
SONYA ST
RAVENNA ST
CITR
ON
D
42
N
ROBIN ST
WAY
CHE
RRY
LIDO ST
LAGUNA ST
LIDO LN
EUCLID ST
LOMITA ST
ARBOR ST
DRESDEN
CROWN ST
HERMOSA DR
MOHICAN AVE
W
AY
EUCLI
D
FLORETTE ST
HACIENDA ST
BROADVIEW ST
ECHO ST
EMERALD ST
NUTWOOD ST
FAIRHAVEN ST
MANOR ST
RT
CRESCENT WAY
BA
YP
O
MULLER ST
DAHLIA DR
AGATE ST
MAYFAIR AVE
DR
MOHAWK AVE
IROQUOIS AVE
ONONDAGA AVE
WICHITA ST
FAIRVIEW ST
HOLLY ST
GARDEN ST
CAROL DR
BERNIECE DR
ALADDIN DR
EMPIRE ST
LOMBARD DR
HO
US
LEN
LI G
HOLLY ST
HT
CHIPPEWA AVE
VALLEY ST
VALLEY ST
BROOKHURST ST
BIRCHER ST
KATHRYN DR
SIESTA ST
MONTEREY ST
VENTURA ST
LINDSAY ST
ARCHER ST
FANN ST
MAPLE ST
COLUMBINE ST
SIESTA ST
VENTURA ST
MONTEREY ST
ALAMO ST
MORAGA ST
DORIA ST
GILBERT ST
PL
BAKER ST
TOPO ST
MONUMENT ST
HAMPTON ST
ARON
ALAMO ST
HAMPTON ST
HARCOURT ST
1)
k(
B0
ee
Cr
n
rb
o
Ca
STINSON ST
MAPLE ST
LOTUS PL
CATALPA AVE
LOTUS ST
GROTON ST
FULTON ST
SIESTA ST
MONTEREY ST
ALAMO ST
GILBERT ST
FERNDALE ST
ROANNE ST
GENEVA ST
MODENA ST
HANOVER ST
FELICIDAD ST
MAGNOLIA AVE
AURORA ST
NANCITA ST
LA PERLA ST
LA REINA ST
COLORADO ST
DEVONSHIRE RD
ELMIRA ST
CIR
KNOLLWOOD
WAY
K
GUAVA AVE
HICKORY DR
H
EM
LO
C
BRAEBURN ST
DALE AVE
WAY
SYRACUSE ST
CIR
GAIN ST
E ST
Y ST
EMIL
ST
TROJAN ST
ST
VE
TH A
WOR
TH S
S OU
T
ST
R ST
ISON
Z EYN
ELLS
VINE
ATCH
NA
TA A
T
T
NTIN
T
T
ST
5
NA S
EL S
DICK
H E LE
S ST
PINE
H ST
JANS
R ES
E
CLEM
ST
ST
DOYLE DR
ST
COLGATE ST
VINE
E ST
RO S
INA S
SA N
EGE
ME L
DALE AVE
ST
ITTY T
CC
ES S
RTR
K RO
T
HIA S
DELP
ON S
EL
ST
D
CLAU
AY
AD W
M ST
A
PHIL
ST
LE M
BRO
A
EC
ST
BUSH
ST
CHA
S ST
OAK
R ST
NTE
E
ROS
LN
ST
S ST
E
OLIV
Y
EMIL
E
RTR
ST
ST
IS ST
ST
CHA
2,000
VINE
MAV
E ST
T
LPHIA
BLVD
T
RE S
1,000
AFTON
ST
TER
CEN
OHIO
T
OIS
E
AV
TEDMAR AVE
NA S
ILLIN
LN
INDIA
Y
FA
IN
PAUL
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A DE
ST
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E ST
MO R
CY P
±
0
1 inch equals 2,000 feet
T
SAB
PHIL
DINA
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ENTIN
ST
PINE
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A NS
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Y J
RE S
WA
BLVD
T
N
SE
CL A U
HEIM
ANA
CL E M
BO R
S
NS
A
S YC
Raymond
Basin
S
EKA
TOP
Y ST
EMIL
T
T
HA R
JA
DIAMOND ST
ST
TER
CE N
DR
ST
EL S
NA S
ZEYN
DICK
HE L E
S ST
AVE
R
ALEXIS AVE
T
A S
ERT
CE
TE
ELM AVE
ALB
PEARL ST
5
MABLE ST
H ST
BALSAM AV
E
Feet
S
MILL
ST
ST
1)
LINCOLN AV
E
PAMPAS LN
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P0
ST
01
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Lat
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KEN
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ST
T
NOR
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St
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ST
im
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E
LA V
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TEDMAR AVE
LIDO PL
ES
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AVE
5
on
JULIANA ST
W ES
na
Ca
rb
VICTOR AVE
DR
C
VICTORIA AVE
M
EL
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01
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CRESCENT AVE
ALAMEDA AVE
BROWNWOOD AVE
e
Cre
bon
Car
GE
AN
M DR
AM
R
5
Crescent Basin
CATALINA AVE
CATALPA DR
CATALPA AVE
11-5
RED
CLA
DR
M
MARIAN AVE
5
CATHERINE DR
N
A UTUM
DR
TRANSIT AVE
Broadway Storm Drain (B01P08)
CATALPA AVE
FRANCES DR
N
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RO
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11-1
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December 9, 2009
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11-3
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R
O
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B
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LEN
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11-8
11-7
11-6
11-4
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E
13-1
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TER
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ON
CT
O
RB
HA
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91
COMMERCIAL ST
WIN
GREENBRIER AVE
ER
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E
GLEN AVE
UOIA
ARLINGTON AVE
T ST
10-3
CORO
IR LN
91
CANARY ST
LANCER
VICKI LN
GRAYSON AVE
SEQ
91
CHEVY CHASE DR
FALMOUTH AVE
5
BRUCE AVE
YALE AVE
ACADEMY AVE
11-2
A
WAY
KENDOR DR
10-2
CRESCENT AVE
CA
M
TOLA AVE
10-1
GEFA
ORAN
91
91
91
NET AVE
CORO
M
HOLLY
TYLER AVE
91
5
RAINBOW AVE
TAMARACK
BAYLOR AVE
SA
VE
2)
CORONET AV
E
L
PA
VIA
OD
E
3S 0
DISCOVERY LN
OOD
BELLFLOWER DR
RH
WOODLAND DR
(A 0
DURST ST
E AS
BLUEBELL DR
10-4
5-1
ne l
15-5
BRIARW
PHLOX DR
Cha
n
ORANGEFAIR MALL
MORAGA ST
R
CARNATION DR
AVE
t on
AETNA ST
KE
HOUSTON AVE
PARKSIDE LN
LEMON ST
BA
Hou
s
15-6
15-4
15-1
PICADILLYWAY
PARLDALE LN
15-3
ORANGETHORPE AVE
PECKHAM ST
5
A03S05
RAYMOND AVE
03)
LEMON VIA
ne l (A
WALNUT VIA
SPRUCE VIA
C h an
AMERIC
AN
r eek
LEMON ST
rton C
ST
Fulle
ORANGETHORPE PARK
Street Right of Way
ST
Figure 2
Drainage Areas
Master Plan of Storm Drainage for
Fullerton Creek Channel Tributary Area
Legend
Anaheim City Limits
Street Right of Way
Proposed Storm Drains
Priority 1
Priority 2
Priority 3
Existing Storm Drains
)
)
30
Anaheim (Pipe size in inches)
RAYMOND AVE
HARBOR BLVD
36
LEMON ST
60
36
51
ORANGETHORPE PARK
SD 15-4_01 (P) 42"
48
1)
k(
B0
30
KEMP ST
66
51
18
ree
nC
HOMER ST
SWAN ST
54
6'3"
X
))
(
!
)
24
IR
C
18
48
NE
CA
24
21
24
18
()
)!
)
(
!
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)
!
(
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)
!
)
( (
!!
(
18
(
!
)
)!
()
)
(
!
))
)
(
!
)!
(
)
(
!
)
(
!
75
75
))
(
!
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)
(
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(
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(
!
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(
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()
!
(
!
30
RALEIGH ST
24
VILLAGE WAY
18 36
WALNUT ST
SE
42
3'3"
RIVIERA ST
24
30
RAVENNA ST
CITR
ON
LOMBARD DR
LIDO ST
LAGUNA ST
33
REDONDO
EUCLID ST
MAYFAIR AVE
DRESDEN
48
51
FAIRHAVEN ST
MANOR ST
PARKWOOD ST
FANN ST
LIDO LN
MOHICAN AVE
CHIPPEWA AVE
FLORETTE ST
HACIENDA ST
BROADVIEW ST
36
21
NUTWOOD ST
ECHO ST
EMERALD ST
69
42
CRESCENT WAY
MULLER ST
DAHLIA DR
CAROL DR
BERNIECE DR
ALADDIN DR
EMPIRE ST
72
36
33
FAIRVIEW ST
GARDEN ST
VALLEY ST
30
SIESTA ST
51
LOARA ST
RF
27
HOLLY ST
SU
24
MAPLE ST
LOTUS ST
SD 13-1_01 (P) 36"
72"
SD 11-2_01 (P) 60"
60"
54"
GROTON ST
FULTON ST
SIESTA ST
ALAMO ST
VENTURA ST
27
36
PRIMROSE ST
AGATE ST
M
AM
rb
o
FERN ST
MORAGA ST
48
GILBERT ST 48
ee
Cr
36 30
GENEVA ST
ROANNE ST
MODENA ST
HAMPTON ST
CAMBRIA ST
HARCOURT ST
HANOVER ST
54
57
1)
k(
B0
COLORADO ST
LA REINA ST
COLGATE ST
SYRACUSE ST
FELICIDAD ST
NANCITA ST
LA PERLA ST
AURORA ST
GUAVA AVE
HICKORY DR
n
R
CAMELLIA ST
)
36
48
48 1
24 8
2
75 4
75
75
) )
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!
T
24
(
!
188
1
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24
78
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(
)!
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ER S
WAT
42
GAIN ST 21
BE
AC
HY
PL
BAKER ST
)
)
)
(
)!
Master Plan of Storm Drainage for
Fullerton Creek Channel Tributary Area
ST
NA
TA A
SA N
)
!
(
)
)
()
!
(
(
!
)!
30
24
MAGNOLIA AVE
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Ca
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!!
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R ST
STINSON ST
30
24
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30
30
)
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(
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30
48
54 36
TROJAN ST
!)
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ST
N ST
DOYLE DR
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K RO
LLIP
39
(
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72
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57
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ME L
49" E
15
Figure 3
Proposed
Improvements
(
!
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(
(
!
)
!)
)(
(
!!
(
48
)
!
(
)
)
ST
42
!)
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(
!
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39
Feet
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63 63
48
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24
18
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57
57
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27
18
42
18
42
18 45
57
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93
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ST
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42
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Proposed Pipeline ID
Drainage Area_Line No. (Proposed)
30
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Basin
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ERT
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30
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36
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91
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18
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42
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36
18 ELM AVE
18
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OD
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10' X 6'
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2'
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27
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County
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2. Introduction
2.1 Purpose
The City of Anaheim Master Plan of Storm Drainage for Fullerton Creek Channel Tributary
Area (FCTA) covers that portion of the City of Anaheim ultimately tributary to Orange
County Flood Control District (OCFCD) regional facility Fullerton Creek Channel (A03).
The purpose of the Master Plan is to provide comprehensive long-range planning for the
implementation and development of drainage facility improvements in the area, determine
the cost of implementing the facilities, and discuss funding priorities of the improvements.
This Master Plan is based on the criteria outlined in the City’s Drainage Manual for Public
and Private Drainage Facilities, dated August, 2005.
2.2 Background
In 1973, the City published a Master Plan of Drainage for the City of Anaheim. That report
divided the City into 42 Drainage Districts based generally on local storm drainage facilities
and the City limits at that time. In 1983, two additional Drainage Districts were added for a
total of 44 Drainage Districts. Since that time the City limits have changed to include more
tributary area and the City has changed its drainage classification system to watersheds
which relate to the County of Orange’s regional drainage facilities. The City of Anaheim is
divided into seven major watershed tributary areas; Santa Ana River, Carbon Creek
Channel, East Garden Grove-Wintersburg Channel, Anaheim Barber City Channel,
Fullerton Creek Channel, Stanton Channel, and Moody Creek Channel. Each of these
watersheds include several of the Districts from the 1973 Master Plan.
The FCTA includes Drainage District’s 5, 10, 11, 13, and 15 from the 1973 Master Plan.
These areas are identified as Drainage Basins instead of Districts for this Master Plan and
are shown on Figure 1. The boundaries of some of the basins have been modified from the
1973 Master Plan boundaries. Figure 1 shows the new boundaries, and all references to
areas in this Master Plan are based on the new boundaries.
As shown on Figure 1, Drainage Basins 5, 10, 11, and 13 are generally bounded by the 91
freeway to the north; West Street to the east; a few hundred feet south of La Palma Avenue
to the south; and Dale Avenue to the west. Most of the flow from these Drainage Basins
drain to Houston Channel which is tributary to Fullerton Creek Channel. Basin 5 drains to a
Caltrans Facility tributary to Fullerton Creek Channel. Drainage Basin 15 is generally
bounded by Fullerton Creek Channel and the northerly city limits to the north; Raymond
Avenue to the east; the 91 freeway to the south; and Lemon Street to the west (See Figure 1).
The majority of flows from Drainage Basin 15 drain to a storm drain in Orangethorpe
Avenue and Lemon Street which outlets to Fullerton Creek Channel to the north. A few
small areas drain to A03S05 which outlets to Fullerton Creek Channel.
9
3. Technical Criteria
3.1 Hydrologic Analysis
The hydrologic analysis for the City of Anaheim Master Plan of Storm Drainage for FCTA
was performed in accordance with the City of Anaheim Department of Public Works Storm
Drainage Manual for Public and Private Storm Drainage Facilities, dated August of 2005.
The City of Anaheim has adopted the 1986 Orange County Hydrology Manual (and the
subsequent Addendum No. 1 to the Hydrology Manual, issued in 1995), except for the
modifications outlined in Division 1 of the City’s Manual. The modification affecting
hydrology includes the requirement that the analysis of all storm events be based on the
“high confidence level” storm frequency event. This criterion was used for the Master Plan.
The methods, data, and criteria integrated and incorporated are consistent with accepted
methods of analyzing storm water runoff throughout Orange County as outlined in the
Orange County Hydrology Manual.
GIS Facility Maps and AutoCad drawings were obtained from the City, which contained
streets and existing facilities for the FCTA. Drainage Basins were delineated based on the
1973 drainage maps. A field review was then conducted, and the drainage patterns were
further refined. Land use data was obtained from the City of Anaheim’s October 2008
General Plan and soils information was obtained from the 1986 Orange County Hydrology
Manual. Land use, soils information and subarea information was input into the Advanced
Engineering Software Computer Program RATOC which is based on the 1986 Orange
County Hydrology Manual.
3.2 Hydraulics Analysis
Storm drains and street flooded width analyses were performed in accordance with the City
of Anaheim Department of Public Works Storm Drainage manual, dated August of 2005.
The existing drainage systems were analyzed using computer analysis techniques that
consisted of the storm drain analysis program, Water Surface and Pressure Gradient
Hydraulic Analysis System (WSPG), originally written for use by the Los Angeles County
Flood Control District. WSPG is a hydraulics program that can be used to determine the
capacity of a storm drain system. The computational procedure is based on solving
Bernoulli’s equation for the total energy at each section and Manning’s formula for friction
loss between the sections in a reach. Confluences are analyzed using pressure and
momentum theory. The program uses basic mathematical and hydraulic principles to
calculate such data as cross sectional area, wetted perimeter, normal depth, critical depth,
pressure, and momentum.
The proposed storm drains were sized using the WSPG program and FlowMaster. Relevant
storm drain information such as pipe sizes and invert elevations were obtained from storm
drain improvement as-built drawings.
10
The hydraulic analysis performed assumed that the streets would be free and clear of any
major obstructions and that the storm drains would be adequately maintained so that
blockage would not occur. Street capacity analyses assumed that all streets conformed to
the City of Anaheim’s typical street sections. Street widths were determined from street
plans and as-built drawings.
Based on the technical criteria outlined in this chapter, preliminary sizes of the Master Plan
facilities were determined. The hydraulic control for calculations typically assumed that the
water surface elevation was one foot below the ground surface. For lateral storm drains, the
hydraulic control was taken from the water surface elevation of the major storm drain at the
point of confluence between the drains.
3.3 Downstream Boundaries
The FCTA is bordered on the north by the 91 freeway and the Houston and Fullerton Creek
Channels, which coincide with the City Limits. This study evaluates the capacity of each
facility up to the City limits. The approach for the proposed hydraulics at the boundary of
the City limit is to recognize the adjacent agency’s downstream capacities. The drainage
facilities along the 91 freeway are Caltrans facilities. As-built drawings were obtained for
Caltrans facilities and used to determine the downstream control. The Houston and
Fullerton Creek Channel are OCFCD regional facilities. Hydraulic reports for the Houston
and Fullerton Creek Channels were obtained to determine the downstream control. In this
study, when existing downstream facilities are determined to be unable to convey the flow
from the City of Anaheim’s master plan storm drain at the City limits, excess flow at the
City boundary is proposed to be resurfaced onto the street through equalizers.
11
4. Drainage Basin 5
Drainage Basin 5 drains approximately 360 acres, and is generally bounded by the 91
freeway on the north, the I-5 freeway on the east, a few hundred feet south of La Palma
Avenue to the south, and Dale Avenue on the west. As shown in Figure 4, drainage basins
are further divided into drainage areas depending on the existing flow patterns and storm
drain outlets. Since the entire basin drains into the same system, Basin 5 consists of only one
drainage area, Area 5-1. Generally, storm water flows from the southeast to the northwest
to a storm drain in La Palma Avenue. The storm drain turns north on Magnolia Avenue to
the Interstate 5 freeway and parallels the 5 freeway where it then ties into a Caltrans facility
at the City limits with the City of Buena Park.
4.1 Hydrologic Analysis
The hydrologic analysis for Drainage Basin 5 was performed in accordance with the
hydrologic criteria outlined in Chapter 3 and is included in Appendix C. The hydrology
map for Basin 5 is included in Appendix B. The following table highlights the flow rates at
the key drainage nodes for Area 5-1 in Basin 5. The table shows associated drainage areas
and flows for 10-, 25-, and 100-year storm events.
Table 1 – Basin 5 Summary of Hydrology
Area
Node
5-1
508
5-1
5-1
Location
Drainage
Area (ac)
10-Year Flow
(cfs)
25-Year Flow
(cfs)
100-Year
Flow (cfs)
La Palma Ave and
Magnolia Ave
118
125
160
220
509
Magnolia Ave and
Woodland Dr
143
155
195
265
513
Dale Ave at 160 ft
South of 91 Frwy
Onramp
356
380
480
665
4.2 Analysis of Existing Improvements
Storm water in Area 5-1 is conveyed through two storm drains. One drain begins
approximately 1000 feet west of the I-5 freeway in La Palma Avenue. The drain flows west,
then turns north in Magnolia Avenue, where it continues to the I-5 freeway. The drain turns
northwest, and follows the I-5 freeway to the 91 freeway. Then the drain turns west and
flows in an alley towards Dale Avenue. Approximately 500 feet east of Dale Avenue, the
drain joins an existing Caltrans facility that continues west to Dale Avenue. At the junction
with the Caltrans facility, a parallel storm drain branches off and continues west to Dale
Avenue. At Dale Avenue, the parallel storm drain joins the Caltrans facility. At this point,
the drain enters the City of Buena Park. This drain captures runoff from the eastern and
central region of Area 5-1. This drain varies in size from 33-inch to 78-inch reinforced
concrete pipe (RCP), and can convey a maximum of 145 cubic feet per second (cfs), which is
nearly equivalent to a 10-year storm event. The existing hydraulic calculations for Area 5-1
are included in Appendix D.
12
The second storm drain begins approximately 1000 feet north of La Palma Avenue in
Knollwood Circle. The drain flows north for approximately 1200 feet, then turns west for
approximately 200 feet, then enters the City of Buena Park and ties into a Caltrans facility
along the 91 Freeway. This pipe varies from a 48-inch to 54-inch RCP, and can convey a
maximum of 80 cfs which is equivalent to a 10-year storm event. This drain captures runoff
from the western portion of Area 5-1.
4.3 Proposed Improvements
In order to satisfy the City’s requirement of conveying the 10-year storm event in the storm
drains, and also to satisfy the flooded width criteria, the following improvements are
recommended and shown in Figure 4. The hydraulic calculations are included in Appendix
E and the street flow calculations are in Appendix F. In order to satisfy the City’s 10-yr
storm event and flooded width criteria, the storm drain in Sequoia Avenue must be
extended 540 feet east. This extension is proposed to be a 33-inch RCP. In addition, a
parallel relief drain varying in size from 42 to 54-inch RCP is recommended to relieve some
of the flow in the La Palma Avenue and Magnolia Avenue drain. This proposed relief drain
is intended to relieve a maximum of 65 cfs from the existing facilities, taking flow from the
area south of La Palma Avenue and will extend to Dale Avenue for a total of 8,315 feet.
4.4 Cost Estimates
The estimated costs summarized in Table 2 include costs for construction, engineering,
design, surveying, and construction management. Pipe costs are per linear foot of pipe and
have been increased to include excavation, shoring, bedding, backfill, compaction, removal
of excess material, and trench resurfacing. The detailed cost estimates for Basin 5 are
included in Appendix A.
Since the construction of the recommended facilities will be spread out over a number of
years, the total cost of master plan implementation will be subject to future construction cost
increases. Therefore, it is recommended that the funding programs established for
implementation of the Master Plan of Storm Drainage make provisions for the increased
cost of deferred construction. Inflation factors should be applied to reflect a specific year’s
total cost over the 2010 total costs. Summarized in Table 2 are the construction cost
estimates by project location for Area 5-1 in Basin 5.
Table 2 – Basin 5 Cost Estimate
Area
Storm Drain
ID
5-1
SD 5-1_04 (P)
5-1
Type of Facility
Length
(feet)
Sequoia
Avenue
Extension 33-inch RCP
540
SD 5-1_03 (P)
La Palma
Avenue
Parallel Relief Drain 42inch/48-inch/54-inch RCP
2,990
$ 4,423,000
5-1
SD 5-1_02 (P)
Magnolia
Avenue
Parallel Relief Drain 54inch RCP
2,770
$ 4,577,000
5-1
SD 5-1_01 (P)
Magnolia
Avenue to Dale
Avenue
Parallel Relief Drain 54inch RCP
2,550
$ 4,227,000
TOTAL FOR BASIN 5
Street
Estimated Cost
(2010 Dollars)
$
547,000
$13,774,000
13
)
)
)
Legend
Anaheim City Limits
5-1
Drainage Area
Street Right of Way
)
ORANGETHORPE AVE
)
)
Priority 1
Priority 2
Priority 3
)
Existing Storm Drains
BAKER AVE
91
30
)
)
)
)
\\CHERON\Projects\AnaheimCaCityOf\381357\GIS\Maps
RUSSELL PL
December 9, 2009
CORNELL AVE
18
STANLEY AVE
)
RUSSELL AVE
)
(
!
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)
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KEYSTONE ST
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48
)
)
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)
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West Anaheim Storm Drain (B01P01)
)
NL E
Carbon Creek (B01)
)
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(
!
(
)
Car
)
Feet
1 inch equals 1,000 feet
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Drainage
Basin 5
)
(
!
36
)
VALLEY ST
)
!
(
(
!
)
GRE
E
30
)
)
)
)
)
1,000
GLENOAKS AVE
)
)
ALAMO ST
MORAGA ST
!)
(
500
CATALPA AVE
39
36
)
GENEVA ST
)
!
(
)
CRE AVE
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!)
(
)
HE I M
LOTUS ST
OR
SURF DR
27
FULTON ST
GROTON ST
SIESTA ST
MONTEREY ST
)
)
FERN ST
SIESTA ST
MONTEREY ST
MORAGA ST
VENTURA ST
VENTURA ST
REISER CT
DORIA ST
MORO LN
GILBERT ST
ROANNE ST
36
)
!
( (
!
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HAMPTON ST
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CA
SA
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)
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)
)
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(
!
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!
LAFAYE
TTE DR)
(
!
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)
BROWNWOOD AVE
CATALINA AVE
)
MULLER ST
LA REINA ST
COLORADO ST
)
)
()
!
BAYLOR AVE
SYRACUSE ST
STANLEY PL
) )
54
KENDOR DR
PEPPER CIR
)
STOCKTON AVE
BAYLOR AVE
CORNELL PL
DRACAENA DR
)
GLEN AVE
)
MHP
BEL AIR ST
JOSHUA CIR
)
(
!
OS A
HERM
)
(
!
CAMERON CT
VALDINA AVE
)
) 33"
)
H
YS
BA
DOGWOOD AVE
SD 5-1_04 (P
C ASA
MAHOGANY
CIR
)
CEDAR DR
)
)
)
)
57
)
)
)
)
MAGNOLIA AVE
)
)
)
COLGATE ST
CRESCENT AVE
)
DUKE PL
ALONA PL
RM
OS
A
)
(
!
)
HARCOURT ST
)
)
)
)
)
)
)
)
MH
P
GLENCREST AVE
)
)
)
)
MODENA ST
GRAMERCY AVE
HOLLY WAY
)
)
(
!
)
MORO PL
)
(
!
)
)
)
)
VE
YA
NANCITA ST
GREENACRE AVE
)
)
)
!!
(
( )
HANSEN ST
(
!
LA PALMA AVE
)
)
GE D
R
CORON
ET AVE
)
)
)
(
!
C
LIPPER
)
LN
)!
()
)
SEQUOIA AV
E
RC
CAMBRIA ST
GREENLEAF AVE
)
)
)
(
!
ME
AURORA ST
) )
)
(
!
)
36
)
42
A
GR
LA REINA ST
)
HAMPTON ST
)
)
(
!
)
42
)
HARON ST
HOME PL
HANOVER ST
FELICIDAD ST
LA PERLA ST
HICKORY DR
DALE AVE
GUAVA AVE
)
)
Crescent Basin
)
SEQUOIA AVE
Y
HEMLOCK WA
GREENLEAF AVE
)
GLENOAKS AVE
)
)
!
(
(
!
)
W AVE
VALDINA AVE
GLENHAVEN AVE
42" Parallel
)
(
( !
!
45
33
O
RAINB
GREENBRIER AVE
)
(
!
ALAMO ST
)
)
)
30
)
!
(
)
MORAGA ST
48" Parallel
54
)
)
24
)
(
!
)
COMPASS LN
VIA PALMA
(
!
ANC
HOR
A
)
GRAYSON AVE
()
!
)
( )
)!
(
!
Proposed Pipeline ID
Drainage Area_Line No. (Proposed)
SD 5-1_01 (P)
)
ROMNEYA DR
GRAYSON AVE
E
) )
)
FALMOUTH AVE
54" Parallel
)
SIERRA PL
HUNTINGTON AVE
36
SD 5-1_03 (P)
)
AV
E
CLOVER AVE
5
)
42
)
!
(
SHADOW LN
MINOT ST
)
WOODLAND DR
)
DE
S
E
)
GARDEN ST
(
!
!
(
)
)
CLOVER AVE
ALAMO ST
)
)
(
!
)
HOLLYOAK ST
AETNA ST
RH
O
LA PALMA AVE
HAZELNUT ST
)
T
(
!
)
NEPTUNE) DR
)
)
)
ALE S
F E R ND
60
FELICIDAD CIR
)
DEVONSHIRE RD
BRAEBURN ST
PL
)
W
OO
DL
A
ND
DR
)
ARLINGTON AVE
4
GILBERT ST 8
)
AL
E
IRENE PL
BELLFLOWER DR
)
ND
CO
V
ET A
R ON
WINDROS
Anaheim (Pipe size in inches)
County
Caltrans
Private
Lateral
Buena Park
24
BLUEBELL DR
TAMARACK WAY
PEONY CIR
48
PAVONIA CIR
PHLOX DR
TEAKWOOD CIR BEGONIA CIR PYRACANTHA CIR
)
AV
O
)
60
LANTANA DR
LAVENDER CIR
LOTUS CIR
LILAC CIR
(
!
)
)
)
CORONET AVE
MARINER WAY
CARNATION DR
(
!
ELMIRA ST
)
)
rallel
SD 5-1_02 (P) 54" Pa
54
VE
ALE A
KNOLLWOOD CIR
(
!
4' X 7'
D
AVON
)
(
!
91
HOUSTON AVE
(
!
SHOAL DR
91
PARKSIDE LN
HOLLY ST
03S
02)
HOLLY ST
WAY
CLEMSON
l (A
COLUMBINE PL
(
!
)
PARLDALE LN
BRITAIN
MAPLE ST
69
ann
e
COLUMBINE ST
)
Ch
MAPLE ST
(
!
on
WAKE FOREST DR
(
!
(
!
)
ust
JASMINE PL
6'x4' RCB
78 PEPPER TREE DR
48
Ho
LY WAY
LOTUS PL
(
!
54" Parallel
IL
PICAD
JASMINE ST
6'x6' RCB
SD 5-1_01 (P)
BUCKINGHAM ST
)
(
!
CATALPA AVE
)
)
(
!
BROOKHURST RD
)
Proposed Storm Drains
PECKHAM ST
)
)
MAGNOLIA AVE
)
CORPORATE WAY
Master Plan of Storm Drainage for
Fullerton Creek Channel Tributary Area
5. Drainage Basin 10
Drainage Basin 10 drains approximately 175 acres, and is generally bounded by the 91
freeway on the north, the Brookhurst Street on the east, La Palma Avenue on the south, and
the I-5 freeway on the west. As shown in Figure 5, drainage basins are further divided into
drainage areas depending on the existing flow patterns and storm drain outlets. Basin 10
consists of Area 10-1, 10-2, 10-3, and 10-4. Storm water in Area 10-1 generally flows east to
west and ties into Houston Channel Lateral at the City Limits with the City of Fullerton.
Area 10-2, 10-3, and 10-4 generally drain northeast to southwest and tie into an existing
Caltrans facility along the I-5 Freeway. The Caltrans facility connects with Houston
Channel Lateral, which drains into Houston Channel and ultimately Fullerton Creek
Channel.
5.1 Hydrologic Analysis
The hydrologic analysis for Basin 10 was performed in accordance with the hydrologic
criteria outlined in Chapter 3 and is included in Appendix C. The hydrology map for Basin
10 is included in Appendix B. The following table highlights the flow rates at the key
drainage nodes for each of the four drainage areas in Basin 10. The table shows associated
drainage areas and flows for 10-, 25-, and 100-year storm events.
Table 3 – Basin 10 Summary of Hydrology
Area
Node
Location
10-1
1004
10-1
Drainage
Area (ac)
10-Year Flow
(cfs)
25-Year Flow
(cfs)
100-Year
Flow (cfs)
Gilbert St and
Houston Ave
75
75
90
125
1007
Picadilly Way and
Houston Ave
126
95
125
170
10-2
1022
Falmouth Ave and
Grayson Ave
12
16
19
25
10-2
1023
Minot St and
Rhodes Ave
26
30
35
45
10-3
1032
Falmouth Ave
19
20
25
35
10-4
1042
Devonshire Rd and
Rhodes Ave
6
9
11
14
5.2 Analysis of Existing Improvements
There are no existing facilities within Drainage Basin 10. Storm water in Basin 10 is
conveyed via street flow to catch basins. Runoff from Area 10-1 flows in streets to a catch
basin located at the northwest corner of Basin 10 at the I-5 freeway. Runoff from Area 10-2,
10-3, and 10-4 flows in streets to multiple catch basins located on the southwest limits of
Basin 10 along the I-5 freeway.
5.3 Proposed Improvements
In order to satisfy the City’s requirement of conveying the 10-year storm event in the storm
drains, and also to satisfy the flooded width criteria, the following improvements shown in
Figure 5 are recommended for Area 10-1 and Area 10-2. In order to satisfy the City’s
flooded width criteria in Area 10-1, 2,092 feet of new storm drain facilities varying in size
from 42-inch to 48-inch RCP is recommended in Coronet Avenue. Also, 2,323 feet of new
storm drain facilities varying in size from 54-inch to 60-inch RCP is recommended in
Houston Avenue.
In Area 10-2, another 975 feet of 36-inch RCP storm drain is proposed in Falmouth Avenue.
The proposed improvements for Basin 10 are shown in Figure 5, the hydraulic calculations
are included in Appendix E and the street flow calculations in Appendix F.
An alternative recommendation shown in Figure 6 to the new facilities in Coronet Avenue
and Houston Avenue in Area 10-1 is to construct an additional 230 feet of 48-inch RCP in
Gilbert Street to tie into the Houston Channel north of the 91 Freeway as shown in Figure 6.
This would result in only 1,753 feet of new storm drain facilities varying from 36-inch to 42inch RCP in Houston Avenue, as opposed to 2,323 feet of facilities varying in size from 54inch to 60-inch RCP.
5.4 Cost Estimates
The estimated costs summarized in Table 4 include costs for construction, engineering,
design, surveying, and construction management. Pipe costs are per linear foot of pipe and
have been increased to include excavation, shoring, bedding, backfill, compaction, removal
of excess material, and trench resurfacing. The detailed cost estimates for improvements in
Area 10-1 and 10-2 of Basin 10 are included in Appendix A.
Since the construction of the recommended facilities will be spread out over a number of
years, the total cost of master plan implementation will be subject to future construction cost
increases. Therefore, it is recommended that the funding programs established for
implementation of the Master Plan of Storm Drainage make provisions for the increased
cost of deferred construction. Inflation factors should be applied to reflect a specific year’s
total cost over the 2010 total costs. Summarized in Table 4 are the construction cost
estimates by project location for Areas 10-1 and 10-2 in Basin 10. Table 5 summarizes the
cost estimates for the alternative recommendation in Area 10-1.
Table 4 – Basin 10 Cost Estimate
Area
Storm Drain ID
10-1
SD 10-1_01 (P)
10-1
Street
Type of Facility
Length
(feet)
Estimated Cost
(2010 Dollars)
Houston Avenue
New 60-inch RCP
2,320
$4,335,000
SD 10-1_02 (P)
Coronet Avenue
New 48-inch RCP
1,080
$1,544,000
10-1
SD 10-1_03 (P)
Coronet Avenue
New 42-inch RCP
1,015
$1,279,000
$7,158,000
10-2
SD 10-2_01 (P)
Falmouth Avenue
New 36-inch RCP
980
$1,033,000
$1,033,000
Area Total
16
TOTAL FOR BASIN 10
$8,191,000
$8,191,000
17
Table 5 – Basin 10 Alternative Cost Estimate
Area
Storm Drain ID
10-1
SD 10-1_01 ALT
10-1
Street
Type of Facility
Length
(feet)
Estimated Cost
(2010 Dollars)
Houston Avenue
New 42-inch/48inch RCP
1,755
$2,420,000
SD 10-1_02 ALT
Coronet Avenue
to Gilbert Street
New 48-inch RCP
1,310
$1,855,000
10-1
SD 10-1_03 (P)
Coronet Avenue
New 42-inch RCP
1,015
$1,279,000
$5,554,000
10-2
SD 10-2_01 (P)
Falmouth Avenue
New 36-inch RCP
980
$1,033,000
$1,033,000
$6,587,000
$6,587,000
TOTAL FOR BASIN 10 WITH AREA 10-1 ALTERNATIVE
Area Total
18
10
H
AV
E
-2 _
01
R
()
!
FULTON ST
GROTON ST
SIESTA ST
MONTEREY ST
VENTURA ST
GRAYSON AVE
GRAYSON AVE
10-2
FALMOUTH AVE
(P
VIA PALMA
) 3 10-3
6"
5
DOGWOOD AVE
)
!
(
)
30
Proposed Storm Drains
Priority 1
Priority 2
Priority 3
\\CHERON\Projects\AnaheimCaCityOf\381357\GIS\Maps
SD 5-1_01 (P)
December 9, 2009
Anaheim (Pipe size in inches)
County
Caltrans
Private
Lateral
0
500
1,000
Feet
Buena Park
1 inch equals 1,000 feet
±
Street Right of Way
IA
AV
E
Proposed Pipeline ID
Drainage Area_Line No. (Proposed)
E
AV
IVY
LN
R
FI
5
Crescent Basin
)
)
Anaheim City Limits Existing Storm Drains
Drainage Area
UO
)
Legend
5-1
VALDINA AVE
SE
Q
BR O O K H
U R ST S T
VALDINA AVE
)
30
)
)
)
(
!
)
SIESTA ST
)
MONTEREY ST
)
(
!
GREENLEAF AVE
GLEN AVE
)
VENTURA ST
HANSEN ST
MORO LN
GLENOAKS AVE
GRAYSON AVE
!)
(
ALAMO ST
(( )
!
)
) !
MORO PL
(
!
)
42
MORAGA ST
)
REISER CT
DORIA ST
)
IRENE PL
ROANNE PL
MODENA PL
)
LA PALMA AVE
)
!
(
(
!
45
)
)
DUKE PL
HAMPTON ST
GREENLEAF AVE
) )
)
(
!
)
)
(
( !
!
)
VALDINA AVE
GLENOAKS AVE
36
)
(
!
MODENA ST
)
)
51
)
)
CAMBRIA ST
)
!
(
)
42
HARON ST
HOME PL
HANOVER ST
FELICIDAD ST
SHADOW LN
LA PERLA ST
)
GLENHAVEN AVE
)
33
FELICIDAD CIR
)
!
(
54
ROANNE ST
)
ALONA PL CAMBRIA PL
)
MAYFLOWER ST
)
CAMBRIA ST
)
(
!
)
24
)
!
(
COLUMBINE PL
ROMNEYA DR
COLUMBINE ST
36
P.
UT
HUNTINGTON AVE
)
VALLEY ST
)
MORAGA ST
SD
5
WOODLAND DR
FA
LM
O
ALAMO ST
AV
E
)
42
)
ES
CLOVER AVE
CATALPA AVE
6 8" R
.CLD
AETNA ST
GILB
E
)
)
(
!
!
(
)
OD
AVE
JASMINE ST
CI
3" X
)
(
!
ARLINGTON AVE
NET
CORO
LOTUS ST
W
OO
D
RH
DR
60
KN
OL
LW
RT S
T
FERND
(
!
D
48 "
CLOVER AVE
10-4
)
60
AN
DL
OO 4
2 (P )
91
SD 10-1_03 (P) 42"
N ET A
VE
CATALPA AVE
PL
0 -1_0
ALE S
AL
E
C OR O
MINOT ST
E
ND
)
DEVONSHIRE RD
ALE AV
AV
O
SD 1
T
D
AVON
91
10-1
LOTUS PL
SD 10-1_01 (P) 60"
JASMINE PL
02)
91
(
!
)
03S
WAY
HOUSTON AVE
60"
l (A
AVE
BROOKHURST RD
ann
e
PICADIL
LY WAY
BRITAIN
(
!
Ch
BAKE
R
BRAEBURN ST
(
!
)
ton
ELMIRA ST
69
)
BUCKINGHAM ST
5
MAGNOLIA AVE
Ho
us
PECKHAM ST
ORANGETHORPE AVE
Figure 5
Drainage
Basin 10
Master Plan of Storm Drainage for
Fullerton Creek Channel Tributary Area
PECKHAM ST
ORANGETHORPE AVE
)
SD 10-1_02 (P)
(
!
36
)
!
(
)
)
!
( (
!
)
RE AVE
GREENAC
)
(
!
(
!
County
Caltrans
Proposed Pipeline ID
Drainage Area_Line No. (Proposed)
±
Anaheim (Pipe size in inches)
0
500
1 inch equals 1,000 feet
\\CHERON\Projects\AnaheimCaCityOf\381357\GIS\Maps
December 9, 2009
BROOKHURST ST
FULTON ST
MONTEREY ST
VENTURA ST
GROTON ST
SIESTA ST
)
)
5
UO
DOGWOOD AVE
IA 5
AV
E
FIR AVE
IVY LN
SIESTA ST
SE
Q
5
)
)
)
)
Figure 6
Drainage Basin 10
Alternative
Proposed
Improvements
Master Plan of Storm Drainage for
Fullerton Creek ChannelTributary Area
1,000
Feet
Private
Lateral
5
)
(
!
)
VALDINA AVE
Basin 10
Priority 1
30
GLEN AVE
BROOKHUR
(
!
Drainage Basin
Existing Storm Drains
"
MONTEREY ST
HANSEN ST
Area 10-1
Priority 3
FALMOUTH AVE
33
VENTURA ST
DORIA ST
GILBERT ST
!)
(
)
)
MORO PL
)
48
ROANNE ST
GENEVA ST
CAMBRIA ST
)
)
( )
!
Alternate Drainage Area
Street Right of Way
Priority 2
36
GRAYSON AVE
)
CARAMIN ST!( )
MORAGA ST
IRENE PL
)
)
Proposed Storm Drains
( P)
LA PALMA AVE
)
!
(
(
!
)
Legend
Anaheim City Limits
01
)
GLENOAKS AVE
MODENA ST
GREENLEAF AVE
HAMPTON ST
) )
)
(
!
)
-2 _
45
)
(
( !
!
HARON ST
FELICIDAD ST
HANOVER ST
42
36
)
)
GLENHAVEN AVE
GRAYSON AVE
AV
E
ROMNEYA DR
COLUMBINE ST
51
)
(
!
HUNTINGTON AVE
MAPLE ST
54
H
CLOVER AVE
5
)
(
!
)
ALAMO ST
GILBERT ST
)
)
)
UT
10
30
MAGNOLIA AVE
)
!
(
)
RAINBOW AVE
54
)
60
)
GREENBRIER AVE
GREENLEAF AVE
)
)
MO
N
CORO
E
ET AV
5
LA PERLA ST
)
(
!
)
91
5
42
SHADOW LN
)
!
(
91
AVE
CLOVER AVE
5
24
FELICIDAD CIR
VIA PALMA
)
FA
L
SD
LA
OD
WO
()
!
SA
VE
ARLINGTON
ALAMO ST
42
)
ND
)
)
)
ELECTRIC WAY
DR
(
!
!
(
)
36
)
DR
WOODLAND
)
(
!
RH
OD
E
48 "
MORAGA ST
(
!
91
SD 10-1_03 (P) 42"
ALT
MINOT ST
AETNA ST
)
69
91
T AV
E
1_0 2
GILBERT ST
FERNDALE ST
)
)
SD 1
0-
DEVONSHIRE RD
(
!
BRAEBURN ST
ELMIRA ST
42"
CO R
ONE
MAPLE ST
91
48"
COLUMBINE PL
SD 10-1_01 ALT
HOUSTON AVE
JASMINE PL
02)
VALLEY ST
03S
LOTUS PL
el (
A
LY
WA
Y
LOTUS ST
48"
(
!
WAY
ann
CATALPA AVE
BRITAIN
(
!
)
DIL
Ch
BROOKHURST RD
PIC
A
ST ST
)
78
u st
on
30
Ho
91
BAKER AVE
6. Drainage Basin 11
Drainage Basin 11 drains approximately 430 acres, and is generally bounded by the 91
freeway on the north, the Euclid Street on the east, a few hundred feet south of La Palma
Avenue to the south, and Brookhurst Street on the west. As shown in Figure 7, drainage
basins are further divided into drainage areas depending on the existing flow patterns and
storm drain outlets. Basin 11 consists of Areas 11-1, 11-2, 11-3, 11-4, 11-5, 11-6, 11-7 and 11-8.
In Area 11-1, storm water generally flows from east to west over land to La Palma Avenue
and into ties into Caltrans facility along the I-5 Freeway. In Area 11-2 storm water flows
southeast to northwest to Brookhurst Street and into a Caltrans facility at the 91 Freeway. In
Area 11-3, storm water flows southeast to northwest into a storm drain in Coronet Avenue
and into a Caltrans facility at the 91 Freeway. In Area 11-4, 11-5, 11-6, 11-7 and 11-8 storm
water flows southwest into catch basins that tie into Caltrans facilities at the I-5 Freeway.
The Caltrans facilities drain into Houston Channel, which is tributary to Fullerton Creek
Channel.
6.1 Hydrologic Analysis
The hydrologic analysis for Basin 11 was performed in accordance with the hydrologic
criteria outlined in Chapter 3 and is included in Appendix C. The hydrology map for Basin
11 is included in Appendix B. The following table highlights the flow rates at the key
drainage nodes for each of the eight drainage areas in Basin 11. The table shows associated
drainage areas and flows for 10-, 25-, and 100-year storm events.
21
Table 6 - Basin 11 Summary of Hydrology
Area
Node
Location
11-1
11004
11-1
Drainage
Area (ac)
10-Year Flow
(cfs)
25-Year Flow
(cfs)
100-Year
Flow (cfs)
La Palma Ave, 1000
ft East of Fairview St
87
75
95
130
11007
La Palma Ave, 285 ft
East of Brookhurst
St
151
110
140
190
11-1
11008
La Palma Ave, 170 ft
West of Brookhurst
St
153
110
140
190
11-2
11035
Brookhurst St, 250 ft
South of 91 Frwy
Onramp
95
95
120
165
11-2
11036
Brookhurst St and
91 Frwy Onramp
95
95
120
165
11-3
11054
Coronet Ave, 180 ft
North of Romneya
Dr
67
105
130
175
11-3
11056
Coronet Ave and
Mariner Way
160
220
275
375
11-3
11057
Coronet Ave and 91
Frwy
160
220
275
375
11-4
11112
Maple St and I-5
Frwy
3
4
4
6
11-5
11104
Catalpa Ave and
Holly St
16
11
15
20
11-6
11122
Ivy Ln and I-5 Frwy
2
3
3
4
11-7
11132
Fir Ave and I-5 Frwy
3
3
4
5
11-8
11142
Dogwood Ave and I5 Frwy
4
5
6
8
6.2 Analysis of Existing Improvements
Storm water in Basin 11 is mainly conveyed via street flow in each of the drainage areas
except Area 11-3, which has an existing storm drain system. The first storm drain (Line 1) in
Area 11-3 begins approximately 500 feet north of La Palma Avenue in Anaheim Shores
Drive. The drain flows northeast, then turns north in Coronet Avenue. The drain follows
Coronet Avenue northwest to Mariner Way, then turns north and flows to the 91 freeway.
This drain varies in size from 24-inch RCP to 7 foot x 4 foot RCB. The second storm drain in
Area 11-3 begins approximately 300 feet south of Mariner Way in an alley. The drain follows
the alley north, then turns east to Mariner Way. The drain then follows Mariner Way north
22
until it connects to the first drain at Coronet Avenue. This drain varies in size from is 18inch to 27-inch RCP. At this connection point, the system can convey a maximum of 75 cfs,
which is 70 percent of a 10-year storm event. This system ties into a Caltrans facility that
drains into Houston Channel, which is tributary to Fullerton Creek Channel. The existing
hydraulic calculations for Area 11-3 are included in Appendix D.
Runoff from Area 11-1 flows in streets to La Palma Avenue, where flow is conveyed west to
the I-5 freeway through a 4’ x 2.5’ RCB owned by Caltrans in the intersection of La Palma
Avenue and Brookhurst Street. The Caltrans facility drains into Houston Channel Lateral,
which is tributary to Fullerton Creek Channel.
Runoff from Area 11-2 flows in streets to Brookhurst Street, where flow is conveyed north to
the 91 freeway. At this point, the flow enters into Caltrans facilities. The Caltrans facilities
drain into Houston Channel, which is tributary to Fullerton Creek Channel.
Runoff from Areas 11-4, 11-5, 11-6, 11-7 and 11-8 flow in streets directly into Caltrans
facilities located along the I-5 freeway. The Caltrans facilities drain into Houston Channel
Lateral, which is tributary to Fullerton Creek Channel.
6.3 Proposed Improvements
In order to satisfy the City’s requirement of conveying the 10-year storm event in the storm
drains, and also to satisfy the flooded width criteria, the following improvements are
recommended and shown in Figure 7. The hydraulic calculations are included in Appendix
E and the street flow calculations are in Appendix F. In order to satisfy the City’s flooded
width criteria in Area 11-1, it is recommended that the existing 460-ft 4’ x 2.5’ Caltrans RCB
be replaced by a 60-inch RCP. A total of 5,725 feet of additional storm drain varying in size
from 42-inch to 60-inch RCP is also recommended in La Palma Avenue.
In order to satisfy the flooded width criteria in Area 11-2, a total of 1,783 feet of new pipeline
varying in size from 54-inch to 60-inch RCP is proposed in Brookhurst Street. This new
storm drain ties into the Houston Channel north of the 91 Freeway.
In order to satisfy the City’s requirement of conveying the 10-year storm event in the storm
drains in Area 11-3, a total of 2,093 feet of 60-inch RCP is proposed to parallel the existing
system.
6.4 Cost Estimates
The estimated costs summarized in Table 7 include costs for construction, engineering,
design, surveying, and construction management. Pipe costs are per linear foot of pipe and
have been increased to include excavation, shoring, bedding, backfill, compaction, removal
of excess material, and trench resurfacing. The detailed cost estimates for Basin 11 are
included in Appendix A.
Since the construction of the recommended facilities will be spread out over a number of
years, the total cost of master plan implementation will be subject to future construction cost
increases. Therefore, it is recommended that the funding programs established for
implementation of the Master Plan of Storm Drainage make provisions for the increased
23
cost of deferred construction. Inflation factors should be applied to reflect a specific year’s
total cost over the 2010 total costs. Summarized in Table 7 are the construction cost
estimates by project location for Areas 11-1, 11-2 and 11-3 in Basin 11.
Table 7 - Basin 11 Cost Estimate
Area
Storm Drain ID
Street
Type of Facility
Length
(feet)
Estimated Cost
(2010 Dollars)
11-1
SD 11-1_01 (P)
La Palma Avenue
Replacement 60-inch
RCP /54-inch /60-inch
RCP/ New 42-inch RCP
4,155
$6,588,000
11-1
SD 11-1_02 (P)
Dogwood Avenue
New 48-inch RCP
1,155
$1,647,000
11-1
SD 11-1_03 (P)
Dogwood &
Mohican Avenue
New 42-inch RCP
875
$1,065,000
$9,300,000
11-2
SD 11-2_01 (P)
Brookhurst Street
New 54-inch/60-inch
RCP
2,385
$3,817,000
$ 3,817,000
11-3
SD 11-3_01 (P)
Coronet Avenue
Parallel 72-inch RCP/ 60inch RCP
2,265
$4,307,000
$4,307,000
$17,424,000
$17,424,000
TOTAL FOR BASIN 11
Area Total
24
EUCLID ST
SD 11-2_01 (P) 60"
SN
ML
N
JASMINE ST
RF
42
(
!
)
)
)
(
!
)
(
!
)
)
)
MINTEER ST
)
)
(
!
)
MALBORO AVE
) )
36
)
)
(
!
)
)
!
(
)
!)
(
(
!
! )
(
)
VO
!)
(
)
)
42
)
45
ROMNEYA DR
(
!
(
)!
)
)
24
MEDICAL CENTER DR
)
)
DR
(
!
(
!
BT
COLUMBINE ST
AV
E
DR
(
!
)
)
(
!
UT
H
54
!
(
)
YA
G
)
!
(
)
GER WAY
GLEN AVE
SU
R
ED
)
(
!
(
!
)
)
OR
SH
BAY
COMPASS LNF
AL
MO
FALMOUTH AVE
(
!
)
)
!
(
)
)
)
()
!
)
)
)
)
)
)
(
!
)
63
)
) )!
(
!
) (
)
W
AY
27
MAPLE ST
)
GRAYSON AVE
LOTUS ST
FALMOUTH AVE
)
)
HO
FAT
)
()
!
l
24
CATALPA AVE
54"
11-2
(
!
CLIPPER
)
LN
)
)
)
7' X 3'
!
(
(
!
CH A S E
FOXFIRE ST
le
01 (P)
11-3
CHEVY
)
OUTRIG
FULTON ST
36"
)
)
)
ID
E
LIGHTHOUSE LN
al
(
!
)
)
SD 11-3
_
)
)
ER
LN
ADMIRAL LN
(
!
)
ARBOR ST
)
)
(
!
ar
AV
E
)
DRESDEN PL
)
NE
T
EB
MAPLE ST
HOLLY ST
COLUMBINE PL
LOTUS PL
60"
"P
91
6' X 3'
21.6
7'X3
.38'(O
PEN
3.0'
GROTON ST
( )
)!
Y
WA
RD
WA
LEE
SIESTA ST
RO
DR
91
R
X
5.5'
60
CO
UG
HA
RB
OR
D
WINDLASS COVE
HUNTINGTON AVE
7'
) )
SEA COVE
DR
36"
)
)
ER
CLOVER AVE
4' X
ANCHORAGE
91
N AK
SPIN
CLOVER AVE
4' X 7'
91
CORO
NET AV
E
Houston Channel (A03S02)
72"
91
JASMINE PL
91
NEIGHBORS AVE
S
DEN
DRES
GLEN AVE
T
GLEN DR
(
!
5
)
SD 11-1_01 (P) 60"
)
SD 11-1_01 (P) 42"
GRAMERCY AVE
kL
(
!
(
!
LAFAYE
TTE DR)
CLEMSON
VALLEY ST
36
(
!
)
at e
ral
( 14
x7
CR
ES
CE
NT
RC
30
WA
Y
Proposed Storm Drains
Priority 1
Priority 2
Priority 3
\\CHERON\Projects\AnaheimCaCityOf\381357\GIS\Maps
SD 5-1_01 (P)
December 9, 2009
DRESDEN ST
MOHICAN AVE
MOHAWK AVE
IROQUOIS AVE
48
Carbon Creek (B01)
(
!
LAUREL PL
5
Anaheim (Pipe size in inches)
County
Caltrans
Private
Lateral
0
500
1,000
Feet
Buena Park
1 inch equals 1,000 feet
±
Street Right of Way
)
Crescent Basin
Anaheim City Limits Existing Storm Drains
Drainage Area
)
CATALPA DR
GLENCREST AVE
B)
Legend
5-1
CATHERINE DR
GRAMERCY AVE
)
)
)
51
ee
West Anaheim Storm Drain (B01P01)
(
!
)
Cr
)
FRANCES DR
)
Proposed Pipeline ID
Drainage Area_Line No. (Proposed)
)
(
!
33
)
GREENLEAF AVE
Ca
rbo
n
EUCLID ST
)
GREENLEAF AVE
5
FAIRHAVEN ST
)
30
)
MULLER ST
39
)
DOGWOOD AVE
)
GLENOAKS AVE
(
!
)
)
(
!
) )
( )
!
)
(
!
)
(
!
CATALPA AVE
MANOR ST
VALLEY ST
)
)
DR
CATHERINE
FAIRHAVEN ST
GLENOAKS AVE
11-5
CRESCENT AVE
)
)
FRANCIS DR
PARKWOOD ST
E
ONONDAGA AVE
CATALPA AVE
CHIPPEWA AVE
CATALPA AVE
5
WICHITA ST
A AV
KEYSTONE ST
FAIRVIEW ST
SD 11-1_02 (P) 48"
)
)
)
)
SD 11-1_03 (P) 42"
DOGWOOD AVE
FERN ST
GARDEN ST
HOLLY ST
UO I
11-4
MAPLE ST
SEQ
11-7
11-6
IVY
LN
R
FI
)
!
(
45
)
)
DOGWOOD AVE
11-8
E
AV
5
BROOKHURST ST
54"
11-1
60" Replacement
SIESTA ST
LA PALMA AVE
(
!
)
5
)
)
CRESCENT AVE
)
) )
(
!
Figure 7
Drainage
Basin 11
Master Plan of Storm Drainage for
Fullerton Creek Channel Tributary Area
7. Drainage Basin 13
Drainage Basin 13 drains approximately 125 acres, and is generally bounded by the 91
freeway on the north, Harbor Boulevard on the east, La Palma Avenue on the south, and
Euclid Street on the west. As shown in Figure 8, drainage basins are further divided into
drainage areas depending on the existing flow patterns and storm drain outlets. Since the
entire basin drains into the same system, Basin 13 consists of only one drainage area, Area
13-1. Generally, water flows over land from east to west to streets and then into a storm
drain in Euclid Street which ties into a Caltrans facilitiy along the 91 freeway. The Caltrans
facility drains into Houston Channel, which is tributary to Fullerton Creek Channel.
7.1 Hydrologic Analysis
The hydrologic analysis for Basin 13 was performed in accordance with the hydrologic
criteria outlined in Chapter 3 and is included in Appendix C. The hydrology map for Basin
13 is included in Appendix B. The following table highlights the flow rates at the key
drainage nodes for Area 13-1 in Basin 13. The table shows the associated drainage area and
flows for 10-, 25-, and 100-year storm events.
Table 8 - Basin 13 Summary of Hydrology
Area
Node
Location
13-1
1304
13-1
13-1
Drainage
Area (ac)
10-Year Flow
(cfs)
25-Year Flow
(cfs)
100-Year
Flow (cfs)
Euclid St, 685 ft North
of Romneya Dr
123
135
170
225
1305
Euclid St and 91 Frwy
Offramp
123
135
170
225
1323
Euclid St and
Romneya Dr
38
45
55
75
7.2 Analysis of Existing Improvements
Water in Area 13-1 is conveyed through a storm drain system consisting of a mainline and a
lateral. The mainline begins in Arlington Avenue, approximately 700 feet east of Euclid
Street. The drain flows west then turns north in Euclid Street. The drain follows Euclid
Street to the 91 freeway. This drain varies in size from 33-inch RCP to double 10.5 foot x 2.0
foot RCB. The lateral begins approximately 100 feet east of Euclid Street in Romneya Drive.
The drain flows west, then turns north in Euclid Street, where it connects with the mainline.
This drain varies in size from 36-inch RCP to 5.5 foot x 3.0 foot RCB. From this connection
point, the system continues north in Euclid Street with a maximum conveyance of 110 cfs,
which is 80 percent of a 10-year storm event. This system then ties into a Caltrans facility at
the 91 Freeway and drains into Houston Channel, which is tributary to Fullerton Creek
Channel.
26
7.3 Proposed Improvements
In order to satisfy the City’s requirement of conveying the 10-year storm event in the storm
drains, and also to satisfy the flooded width criteria, the following improvements are
recommended and shown in Figure 8. The hydraulic calculations are included in Appendix
E and the street flow calculations are in Appendix F. A parallel 36-inch RCP is
recommended in Euclid Street from the Caltrans facility to 500 feet south. It is
recommended that the 39-inch RCP lateral in Chevy Chase Drive be replaced by 42-inch
RCP. An additional 2,125 feet of new 42-inch RCP in Chevy Chase Drive is also
recommended. An extension of 1,355 feet of 36-inch RCP is recommended in Romneya
Drive.
7.4 Cost Estimates
The estimated costs summarized in Table 9 include costs for construction, engineering,
design, surveying, and construction management. Pipe costs are per linear foot of pipe and
have been increased to include excavation, shoring, bedding, backfill, compaction, removal
of excess material, and trench resurfacing. The detailed cost estimates for Basin 13 are
included in Appendix A.
Since the construction of the recommended facilities will be spread out over a number of
years, the total cost of master plan implementation will be subject to future construction cost
increases. Therefore, it is recommended that the funding programs established for
implementation of the Master Plan of Storm Drainage make provisions for the increased
cost of deferred construction. Inflation factors should be applied to reflect a specific year’s
total cost over the 2010 total costs. Summarized in Table 9 are the construction cost
estimates by project location for Area 13-1 in Basin 13.
Table 9 - Basin 13 Cost Estimate
Area
Storm Drain ID
13-1
SD 13-1_01 (P)
Euclid Street
Parallel 36-inch RCP
315
13-1
SD 13-1_02 (P)
Chevy Chase
Drive
Replacement 42-inch
RCP/ New 42-inch
RCP
2,245
$2,820,000
13-1
SD 13-1_03 (P)
Romneya Drive
Extension 36-inch
RCP
1,355
$1,457,000
TOTAL FOR BASIN 13
Street
Type of Facility
Length
(feet)
Estimated Cost
(2010 Dollars)
$325,000
$4,602,000
27
21
) (
!)
LIDO ST
LOMITA ST
LAGUNA ST
HERMOSA DR
5'
)
X
16
)
)
'
)
)
(
!
DR
LA
E
CATALPA DR
NTR
ADA
DR
UMN
A UT
IN
SPR
ER
51
LIDO LN
REDONDO DR
LOARA ST
CHIPPEWA AVE
FAIRHAVEN ST
December 9, 2009
RALEIGH ST
RAVENNA ST
Crescent Basin
)
)
(
!
H ST
RE S
\\CHERON\Projects\AnaheimCaCityOf\381357\GIS\Maps
SD 5-1_01 (P)
S ST
Proposed Storm Drains
Priority 1
Priority 2
Priority 3
Anaheim (Pipe size in inches)
County
Caltrans
Private
Lateral
0
500
1,000
Feet
Buena Park
1 inch equals 1,000 feet
±
Street Right of Way
T
ON S
30
N PL
Proposed Pipeline ID
Drainage Area_Line No. (Proposed)
(
!
NORTH ST
(
!
2'
7' X 1
)
ST
RNE
PL
)
66
Anaheim City Limits Existing Storm Drains
Drainage Area
F
GRA
)
Legend
5-1
AY
NW
Z DR
GRAMERCY AVE
)
KARE
JUSTIN PL
)
LIDO PL
C HE
LE N
Carbon Creek (B01)
PL
)
E
LA V
T
NE S
TON
(
!
E
)
)
T
GRE
)
NN
O
)
)
)
YV
)
GREENLEAF AVE
)
(
!
G ST
)
GLENOAKS AVE
)
LN
ATE
THG
NOR
LA V
)
(
!
)
ST
PINE
CIR
)
)
)
JANS
CATALPA AVE
LA PALMA AVE
H ST
R ES
DRESDEN ST
48
7.
2
)
! )
) (
()
!
CITR
)
R
)
ST
(
!
CATALPA AVE
A
CL
)
)
RON
)
LOMITA PL
)
)
ST
)
GE
ED
)
TE R
(
!
)
ST
CATHERINE DR
)
)
!
(
MER
DR
CATHERINE
)
!
(
WIN
FRANCES DR
)
(
!
42
36
(
!
)
SU M
FRANCIS DR
)
(
!
BYWOOD AVE
42
(
!
DOGWOOD AVE
DOGWOOD AVE
30
)
(
!
)
JULIANA ST
)
18
LOMBARD DR
CHERRY WAY
VICTOR AVE
R
) )
( )
!
)
(
!
)
HALL AVE
24
ND
ROMNEYA DR
)
VILLAGE WAY
E
GL
LN
(
!
MAYFAIR AVE
N ST
LOARA ST
)
45
MOHICAN AVE
N
4 CIT
36 2
30
)
(
!
)
MOHAWK AVE
I
C
O
TR
)
)
LODGE AVE
13-1
) !
()
)
(
!
LEISURE CT
DE
DRES
ATECA PL
!)
(
WEST ST
E
LA PALMA AVE
IROQUOIS AVE
CROWN ST
ARBOR ST
MOHICAN WAY
OUTRIGGER WAY
GLEN AV
)
)
)
(
!
ONONDAGA AVE
Y
JA
CITRON ST
39
) )
36
SD 13-1_03 (P) 36"
CATALPA AVE
UE
BL
REED LN
ST
MALBORO AVE
LN
RIVIERA ST
BREWSTER AVE
( )
!
)
GLEN AVE
ROBIN PL
BREWSTER AVE
)
(
!
)
)
)
NEIGHBORS AVE
91
ARLINGTON AVE
RALSTON ST
)
)
(
!
)
CANARY ST
N
WRE
42
)
45
3.0'
)
)
)
MINTEER ST
7' X 3'
ROMNEYA DR
)
(
!
SD 13-1_02 (P) 42"
'
X
5.5'
VE
N ET A
COROO LN
MAK
(
!
2. 0
)
ROBIN ST
)
LOMBARD DR
)
MEDICAL CENTER DR
)
(
!
)
)
91
CHEVY CHASE DR
'X
91
!
(
(
!
54
30
HARBOR BLVD
91
FOXFIRE ST
DR
91
.5
10
SNUG HARBOR
DRESDEN PL
91
91
EUCLID ST
SD 13-1_01 (P) 36"
Houston Channel (A03S02)
)
WAY
KEN
)
(
!
Figure 8
Drainage
Basin 13
Master Plan of Storm Drainage for
Fullerton Creek Channel Tributary Area
8. Drainage Basin 15
Drainage Basin 15 drains approximately 225 acres, and is generally bounded by Fullerton
Creek Channel and the northerly city limits to the north, Raymond Avenue on the east, the
91 freeway on the south, and Lemon Street on the west. As shown in Figure 9, drainage
basins are further divided into drainage areas depending on the existing flow patterns and
storm drain outlets. Basin 15 consists of Areas 15-1, 15-2, 15-3, 15-4, 15-5 and 15-6. In Area
15-1, storm water flows from east to west via storm drains in Orangethorpe Avenue and
Durst Street, which tie into a storm drain in Lemon Street. This system outlet into Fullerton
Creek Channel to the north. In Areas 15-2 and 15-3, storm water flows south to north over
land and in streets to pipes connected to Fullerton Creek Channel. In Area 15-4 and 15-6,
the flow drains south to north over land and in streets, and is finally conveyed through
existing storm drains that tie into A03S05, which is tributary to Fullerton Creek Channel. In
Area 15-5, flow drains south to north over land and in streets to a system which ties into
A03S05.
8.1 Hydrologic Analysis
The hydrologic analysis for Basin 15 was performed in accordance with the hydrologic
criteria outlined in Chapter 3 and is included in Appendix C. The hydrology map for Basin
15 is included in Appendix B. The following table highlights the flow rates at the key
drainage nodes for each of the six drainage areas in Basin 15. The table shows associated
drainage areas and flows for 10-, 25-, and 100-year storm events.
29
Table 10 - Basin 15 Summary of Hydrology
Area
Node
Location
15-1
1504
15-1
Drainage
Area (ac)
10-Year Flow
(cfs)
25-Year Flow
(cfs)
100-Year
Flow (cfs)
Lemon St and Durst
St
29
55
65
85
1505
Lemon St and
Orangethorpe Ave
93
160
195
250
15-1
1509
Lemon St and
Fullerton Creek Chnl
130
210
255
330
15-2
1542
Fullerton Creek Chnl,
1480 ft East of Lemon
St
10
20
25
35
15-3
1552
Elm Via and Fullerton
Creek Chnl
31
75
95
115
15-4
1566
Orangethorpe Park
and Fullerton Creek
Chnl
34
55
65
85
15-5
1572
Fullerton Creek Chnl,
675 ft West of East St
12
25
30
40
15-6
1583
East St and Fullerton
Creek Chnl
8
14
16
20
8.2
Analysis of Existing Improvements
Storm water in Basin 15 is conveyed through several existing storm drain systems. In Area
15-1, one storm drain begins approximately 600 feet north of the 91 Freeway. The drain
flows north to the city limits, where it outlets into Fullerton Creek Channel. This drain
varies in size from 36-inch to 72-inch RCP. One lateral is connected to this drain in Durst
Street. The lateral is 36-inch RCP. Another lateral is connected to this drain in Orangethorpe
Avenue. The lateral varies in size from 48-inch to 54-inch RCP. This system can convey a
maximum of 195 cfs, which is equivalent to 93 percent of a 10-year storm event. The
existing hydraulic calculations for Basin 5 are included in Appendix D.
In Area 15-4, the storm drain begins approximately 200 feet south of the City limits in
Orangethorpe Park. The drain flows north to the city limits, where it outlets into A03S05,
which is tributary to Fullerton Creek Channel. This drain is 54-inch RCP, and can convey a
maximum of 165 cfs, which is greater than a 100-year storm event.
In Area 15-6, the storm drain begins approximately 100 feet south of the City limits in
Raymond Avenue. The drain flows north to the city limits, where it outlets into A03S05,
which is tributary to Fullerton Creek Channel. This drain is 48-inch RCP, and can convey a
maximum of 13 cfs, which is equivalent to a 10-year storm event.
30
Runoff from Areas 15-2, 15-3 and 15-5 flow over land and in streets directly into either
Fullerton Creek Channel or A03S05, which is tributary to Fullerton Creek Channel.
8.3 Proposed Improvements
In order to satisfy the City’s requirement of conveying the 10-year storm event in the storm
drains, and also to satisfy the flooded width criteria, the following improvements are
recommended and shown in Figure 9. The hydraulic calculations are included in Appendix
E and the street flow calculations are in Appendix F. In order to satisfy the City’s flooded
width criteria in Area 15-1, an extension of 625 feet of 42-inch RCP in Orangethorpe Avenue
is recommended. In addition, 585 feet of 36-inch RCP parallel to the existing system in
Orangethorpe Avenue, as well as 1,250 feet of 36-inch RCP parallel to the existing system in
Lemon Street, is recommended. In Area 15-4, an extension of 1,741 feet of 42-inch RCP in
Orangethorpe Park and Orangethorpe Avenue is recommended to satisfy the City’s flooded
width criteria.
An alternative recommendation to constructing 585 feet of parallel 36-inch RCP in
Orangethorpe is to instead replace the existing 48-inch RCP in Orangethorpe Avenue with a
54-inch RCP. This alternative is shown in Figure 10.
8.4 Cost Estimates
The estimated costs summarized in Table 11 include costs for construction, engineering,
design, surveying, and construction management. Pipe costs are per linear foot of pipe and
have been increased to include excavation, shoring, bedding, backfill, compaction, removal
of excess material, and trench resurfacing. The detailed cost estimates for Basin 15 are
included in Appendix A.
Since the construction of the recommended facilities will be spread out over a number of
years, the total cost of master plan implementation will be subject to future construction cost
increases. Therefore, it is recommended that the funding programs established for
implementation of the Master Plan of Storm Drainage make provisions for the increased
cost of deferred construction. Inflation factors should be applied to reflect a specific year’s
total cost over the 2010 total costs. Summarized in Table 11 are the construction cost
estimates by project location for Area 15-1 and Area 15-4 in Basin 15. Table 12 summarizes
the cost estimates for the alternative recommendation for Area 15-1.
Table 11 - Basin 15 Cost Estimate
Area
Storm Drain ID
15-1
SD 15-1_01 (P)
15-1
15-1
Street
Type of Facility
Length
(feet)
Estimated
Cost
(2010 Dollars)
Orangethorpe
Avenue
Extension 42-inch RCP
625
$782,000
SD 15-1_02 (P)
Orangethorpe
Avenue
Parallel 36-inch RCP
585
$633,000
SD 15-1_03 (P)
Lemon Street
Parallel 36-inch RCP
1,250
$1,355,000
Area Total
$2,770,000
31
15-4
SD 15-4_01 (P)
Orangethorpe
Park/Orangethorpe
Avenue
Extension 42-inch RCP
1,740
TOTAL FOR BASIN 15
$2,168,000
$2,168,000
$4,938,000
$4,938,000
Area Total
Table 12 - Basin 15 Alternative Cost Estimate
Area
Storm Drain ID
15-1
SD 15-1_01 (P)
15-1
15-1
Street
Type of Facility
Length
(feet)
Estimated
Cost
(2010 Dollars)
Orangethorpe
Avenue
Extension 42-inch RCP
625
$782,000
SD 15-1_02 ALT
Orangethorpe
Avenue
Replacement 54-inch
RCP
585
$1,032,000
SD 15-1_03 (P)
Lemon Street
Parallel 36-inch RCP
1,250
$1,355,000
$3,169,000
15-4
SD 15-4_01 (P)
Orangethorpe
Park/Orangethorpe
Avenue
Extension 42-inch RCP
TOTAL FOR BASIN 15 WITH AREA 15-1 ALTERNATIVE
1,740
$2,168,000
$2,168,000
$5,337,000
$5,337,000
32
SD 15-4_01 (P) 42"
(
!
(
!
48
)
)
(
!
)
)
KIMBERLY AVE
ORANGETHORPE PARK
15-6
15-5
RAYMOND AVE
LEMON VIA
MAPLE VIA
ELM VIA
(
!
36
ORANGETHORPE AVE
)
(
!
(
!
(
!
ORANGEFAIR MALL
)
)
DISCOVERY
LN
)
DURST ST
(
!
(
!
)
POMONA AVE
)
)
)
)
N
ORA
AIR
GEF
)
)
)
36
(
!
36
(
!
)
(
!
(
!
LN
30
(
!
MANHATTAN AVE
)
(
!
GEMINI PL
36
DURST ST
)
15-4
15-1
ENDEAVOR LN
(
!
42"
SD 15-1_01 (P) 42"
ORANGETHORPE WAY
MISSILE WAY
)
36
LEMON ST
CYPRESS VIA
WALNUT VIA
NATIONAL ST
72
54
(
!
HARBOR BLVD
SPRUCE VIA
SD 15-1_03 (P) 36" Parallel
SD 15-1_02 (P) 36" Parallel
(
!
(
!
!
(
)
15-3
FIR VIA
GE VIA
ORAN
ST
LIBERTY AVE
( )
!
48
15-2
AMERICAN
( )
!
A03S05
54
Fullerton Creek Channel (A03)
FREEDOM AVE
)
)
)
36
(
!
(
!
91
91
BURTON ST
54
24
)
(
!
(
!
(
!
(
!
66
91
(
!
(
!
91
91
48
(
!
91
(
!
(
!
(
!
COMMERCIAL ST
(
!
(B
k
Cr
on
)
)
)
)
(
!
(
!
)
)
)
E
OLIV
BALSAM AVE
21
)
)
)
SANDALWOOD AVE
BELMON
T AVE
)
X
)
30
Crescent Basin
LA PALMA AVE
42
"L
)
(
!
)
)
T
TH S
NO R
BANYAN AVE
O
-H
EA
D
(
!
(
!
)
T
ST
ST
ST
DINA
T
T
ST
EL S
Y
EMIL
)
33
)
)
27
36
51
(
!
ROMNEYA DR
27
"
S
EKA
TOP
)
ZEYN
)
!
(
)
42
)
(
!
PAULINE ST
SABINA ST
PATT ST
KEMP ST
)
CL A U
24
)
)
51
)
DICK
NA S
(
!
)
HE L E
42
)
)
!)
(
)
(
!
)
!
(
)
ROSEMONT ST
60
(
!
)
)
Ca
rb
OLIVE ST
ee
30
)
(
!
JULIANNA AVE)!(
51 66
51
HOMER ST
SWAN ST
ANAHEIM BLVD
)
(
!
)
(
!
)
24
PARRY AVE
(
!
)
)
)
)
(
!
(
!
30
ST
18
(
!
48
OD
)
18
(
!
BALSAM AVE
KENWOOD AVE
RWO
JULIANA ST
(
!
!
) (
T ST
)
30
)
BRIA
27
(
!
EA S
VICTOR AVE
PATT ST
CARL KARCHER WAY
)
KENWOOD AVE
MERONA PL
ST
ROMNEYA DR
01
)
(
!
LARK ST
(
!
ST
(
!
NA
MERO
RALEIGH ST
(
!
) )
24
6'3"
X
(
!
)
CANDLEWOOD
COMMERCIA
L ST
)
)
NORWOOD ST
)
54
)
3'3"
ROSEWOOD AVE
54
REED LN
(
!
Legend
Anaheim City Limits Existing Storm Drains
5-1
Drainage Area
30
±
Street Right of Way
Proposed Storm Drains
Priority 1
Priority 2
Priority 3
\\CHERON\Projects\AnaheimCaCityOf\381357\GIS\Maps
SD 5-1_01 (P)
December 9, 2009
Anaheim (Pipe size in inches)
County
Caltrans
Private
Lateral
0
500
1,000
Feet
Buena Park
1 inch equals 1,000 feet
Proposed Pipeline ID
Drainage Area_Line No. (Proposed)
Figure 9
Drainage
Basin 15
Master Plan of Storm Drainage for
Fullerton Creek Channel Tributary Area
(
!
SD 15-4_01 (P) 42"
(
!
DURST ST
36
(
!
)
)
(
!
ORANGEFAIR MALL
SD 15-1_01 (P) 42"
15-1
)
DISCOVERY
LN
)
DURST ST
)
(
!
)
POMONA AVE
)
)
)
42"
15-4
(
!
(
!
ORANGETHORPE AVE
)
)
FAIR
N GE
ORA
)
)
)
36
(
!
36
(
!
)
(
!
(
!
LN
30
(
!
MANHATTAN AVE
(
!
)
(
!
15-6
15-5
ENDEAVOR LN
)
)
MISSILE WAY
LEMON ST
(
!
ORANGETHORPE WAY
36
(
!
(
!
(
!
36
)
GEMINI PL
54
)
KIMBERLY AVE
ORANGETHORPE PARK
15-3
SD 15-1_02 54" ALT
(
!
)
RAYMOND AVE
LEMON VIA
MAPLE VIA
FIR VIA
CYPRESS VIA
WALNUT VIA
SPRUCE VIA
NATIONAL ST
72
ELM VIA
SD 15-1_03 (P) 36" Parallel
( )
!
(
!
!
(
HARBOR BLVD
E VIA
ST
15-2
LIBERTY AVE
G
ORAN
AMERICAN
( )
!
48
FREEDOM AVE
A03S05
54
Fullerton Creek Channel (A03)
)
)
)
36
(
!
(
!
91
91
BURTON ST
54
24
)
(
!
(
!
(
!
66
(
!
91
(
!
(
!
91
91
48
(
!
91
)
B0
k(
ree
Legend
Anaheim City Limits Existing Storm Drains
5-1
30
Drainage Area
Anaheim (Pipe size in inches)
County
Caltrans
Private
Lateral
Buena Park
Street Right of Way
Proposed Storm Drains
Priority 1
Priority 2
Priority 3
SD 5-1_01 (P)
0
1,000
Feet
December 9, 2009
ROMNEYA DR
JULIANNA AVE
BALSAM AVE
BANYAN AVE
SANDALWOOD AVE
BELMONT
AVE
)
)
Figure 10
Drainage Basin 15
Alternative
Proposed
Improvements
Master Plan of Storm Drainage for
Fullerton Creek Channel Tributary Area
1 inch equals 1,000 feet
\\CHERON\Projects\AnaheimCaCityOf\381357\GIS\Maps
)
(
!
)
Proposed Pipeline ID
Drainage Area_Line No. (Proposed)
±
500
)
ROSEMONT ST
(
!
JULIANNA AVE)!(
!)
(
)
nC
Ca
(
!
)
SABINA ST
30
66
(
!
PATT ST
KEMP ST
(
!
)
)
)
(
!
30
rbo
OLIVE ST
(
!
)
(
!
51
1)
PATT ST
60
(
!
)
48
ST
ANAHEIM BLVD
18
(
!
BALSAM AVE
KENWOOD AVE
OD
PARRY AVE
SWAN ST
(
!
!
) (
ST
6'3"
X
RALEIGH ST
HOMER ST
30
)
T ST
18
(
!
NA ST
KENWOOD AVE
MERONA PL
M E RO
COMMERCIAL ST
E AS
JULIANA ST
(
!
RWO
BRIA
)
(
!
(
!
CARL KARCHER WAY
)
27
)
)
(
!
24
VICTOR AVE
(
!
(
!
(
!
ROMNEYA DR
(
!
) )
CANDLEWOOD
)
(
!
NORWOOD ST
)
COMMERCIAL
ST
)
54
)
3'3"
ROSEWOOD AVE
54
REED LN
9. Capital Improvement Plan
The goal of the Capital Improvement Plan is to identify an organized system for
implementing the proposed improvements as financing becomes available. A total of 20
projects totaling $48.9 million dollars (2010 dollars) have been identified as part of this
Master Plan. These projects range from small extensions of existing storm drains to large
storm drain systems in arterial highways.
A priority ranking was developed to identify the most important projects that should be
constructed first. This ranking was based on the level to which the existing system meets
the City’s flood protection goals. Three categories of improvements were identified as
outlined below.
Priority 1 - Proposed new storm drain in arterial highway or local street to achieve 10, 25,
and 100-year flood protection levels.
Priority 2 - Proposed parallel or replacement storm drain in arterial highway or local street
to achieve 10, 25, and 100-year flood protection levels.
Priority 3 - Proposed new storm drain in a local street where 100-year protection levels are
met without the storm drain, however, the storm drain is required to achieve flood
protection levels for the 10-year storm.
Table 13 outlines those projects designated as Priority 1. There are a total of 7 projects
totaling $20.9 million dollars (2010 dollars).
Table 13 – Priority 1 Cost Estimate
Area
Storm Drain ID
10-1
SD 10-1_01 (P)
10-1
Street
Type of Facility
Length
(feet)
Estimated Cost
(2010 Dollars)
Houston Avenue
New 60-inch RCP
2,320
$4,335,000
SD 10-1_02 (P)
Coronet Avenue
New 48-inch RCP
1,080
$1,544,000
11-1
SD 11-1_01 (P)
La Palma Avenue
Replacement 60-inch
RCP /54-inch /60-inch
RCP/ New 42-inch RCP
4,155
$6,588,000
11-1
SD 11-1_02 (P)
Dogwood Avenue
New 48-inch RCP
1,155
$1,647,000
$8,235,000
11-2
SD 11-2_01 (P)
Brookhurst Street
New 54-inch/60-inch
RCP
2,385
$3,817,000
$3,817,000
15-1
SD 15-1_01 (P)
Orangethorpe
Avenue
Extension 42-inch RCP
625
$782,000
15-4
SD 15-4_01 (P)
Orangethorpe
Park/Orangethorpe
Avenue
Extension 42-inch RCP
1,740
$2,168,000
Area Total
$5,879,000
$782,000
$2,168,000
35
TOTAL
$20,881,000
$20,881,000
Table 14 outlines those projects designated as Priority 2. There are a total of 7 projects
totaling $19.8 million dollars (2010 dollars).
Table 14 – Priority 2 Cost Estimate
Area
Storm Drain ID
5-1
SD 5-1_03 (P)
5-1
5-1
Street
Type of Facility
Length
(feet)
Estimated Cost
(2010 Dollars)
La Palma Avenue
Parallel Relief Drain 42inch/48-inch/54-inch
RCP
2,990
$ 4,423,000
SD 5-1_02 (P)
Magnolia Avenue
Parallel Relief Drain 54inch RCP
2,770
$ 4,577,000
SD 5-1_01 (P)
Magnolia Avenue
to Dale Avenue
Parallel Relief Drain 54inch RCP
2,550
$ 4,227,000
Area Total
$13,227,000
11-3
SD 11-3_01 (P)
Coronet Avenue
Parallel 72-inch RCP/
60-inch RCP
2,265
13-1
SD 13-1_01 (P)
Euclid Street
Parallel 36-inch RCP
315
$325,000
$325,000
15-1
SD 15-1_02 (P)
Orangethorpe
Avenue
Parallel 36-inch RCP
585
$633,000
$633,000
15-1
SD 15-1_03 (P)
Lemon Street
Parallel 36-inch RCP
1,250
$1,355,000
$1,355,000
$19,847,000
$19,847,000
TOTAL
$4,307,000
$4,307,000
Table 15 outlines those projects designated as Priority 3. There are a total of 6 projects
totaling $8.2 million dollars (2010 dollars).
Table 15 – Priority 3 Cost Estimate
Area
Storm Drain ID
5-1
SD 5-1_04 (P)
10-1
Type of Facility
Length
(feet)
Sequoia Avenue
Extension 33-inch RCP
540
SD 10-1_03 (P)
Coronet Avenue
New 42-inch RCP
1,015
$1,279,000
$1,279,000
10-2
SD 10-2_01 (P)
Falmouth Avenue
New 36-inch RCP
980
$1,033,000
$1,033,000
11-1
SD 11-1_03 (P)
Dogwood &
Mohican Avenue
New 42-inch RCP
875
$1,065,000
$1,065,000
13-1
SD 13-1_02 (P)
Chevy Chase
Drive
Replacement 42-inch
RCP/ New 42-inch RCP
2,245
$2,820,000
13-1
SD 13-1_03 (P)
Romneya Drive
Extension 36-inch RCP
1,355
$1,457,000
4,277,000
$8,201,000
$8,201,000
TOTAL
Street
Estimated Cost
(2010 Dollars)
$
547,000
Area Total
$
547,000
36
10. Storm Drain Impact and Improvement Fee
To finance storm drain improvements and to mitigate the flooding and storm drainage
impacts caused by new development and/or by additions and expansions to existing
development the City of Anaheim City Council previously adopted an ordinance and storm
drain impact fees for certain areas with the City. None of these fees are applicable to the
Fullerton Creek Tributary Area. A future study will be conducted to identify financing
mechanisms for constructing the improvements. These could include such options as
Impact Fees, Assessment Districts or other financing mechanisms.
37
11. Potential Locations for Detention/Infiltration
Basins in City Parks
An analysis of potential locations for detention and infiltration basins in City parks was
made. These detention/infiltration basins could potentially reduce the size or need for
downstream storm drain facilities. The analysis was made by looking at the location of each
park within the study area and determining if an existing or proposed storm drain facility
was located nearby. If a storm drain facility was located nearby, then the potential to reduce
downstream storm drain facilities was made. If the basin could reduce downstream
facilities, then the location was identified as a potential location for a detention or
infiltration basin. The results of the analysis are summarized in Table 16. Detailed analysis
will need to be performed to determine the size and effectiveness of basins at these potential
locations.
Table 16 - Potential Locations for Detention/Infiltration Basins within City Parks
Park Name Street by Park MP ‐ Basin SD Nearby 5 ‐ MANZANITA PARK Canary St. FC – 13‐1 Proposed 10 ‐ JOHN MARSHALL FC ‐ 11‐1, PARK La Palma Ave 11‐2 Proposed Notes: 1Could reduce proposed storm drain for street flooding
Is SD Deficient Possible D/S of Location Park for Basin Yes Yes1 Yes Yes1 38
Appendix A
Cost Estimates
39
Appendix B
Hydrology Maps
Appendix C
Hydrology Calculations
Appendix D
Existing Hydraulic Calculations
Appendix E
Proposed Hydraulic Calculations
Appendix F
Street Flow Calculations