LESSUE AVE
WINSTON RD
FERN AVE
SENTRY DR
SHERRILL ST
CODY DR
MAIN ST
SANTA RITAAVE
LOWDEN ST
KERMORE LN
ASHDALE ST
SANTA ROSALIA ST
SANDALWOOD WAY
ASBURY AVE
AMY AVE
VANTAGE ST
LOWDEN ST
PACIFIC AVE
SHERRILL ST KENNELLY LN
COURT ST
BRIARWOOD ST
SAN MARCOS DR
DALE ST
YANA DR
STARR ST
GRANDOAKS DR
ORANGEWOOD AVE
CHANTICLEER RD
HAMDEN AVE
SANTA ROSALIA ST
IDYLWILD DR
THUNDERBIRD LN
SANTA CRUZ ST
SANTA CATALINAAVE
STANTON AVE
LOLAAVE
OAK ST
CEDAR ST
COURT LN PACIFIC ST
DAVMOR AVE
FLOWER ST
CENTRALAVE
CHESTER AVE
STANFORD AVE
ACACIAAVE
DATE ST
STARDUST LN
TINA WAY
CRIS AVE
LULLABY LN
CAMUS LN
LULLABY LN
HARRIET LN
ORRWAY DR
SKYLINE DR
VIA KANNELA
BOATMAN AVE
SYCAMORE AVE
INDUSTRIAL WAY
FILLMORE DR
CAPISTRANO DR
FLOWER AVE
HOOVER ST
CHESTNUT AVE
MITCHELL DR
UP RR
COURT ST
HYNES RD
RUTHANN AVE
SYCAMORE ST
ROSE AVE
ELECTRIC AVE
SANTA GERTRUDES AVE
CATHERINE AVE
LOLA AVE
DALE AVE
LEAFWOOD ST
BENTLY AVE
DEVONWOOD AVE
SANTA MONICAAVE
SANTA BARBARAAVE
LEXINGTON ST
WASCO RD
MACDUFF ST
1ST ST
STANDUSTRIAL ST
JANE WAY
PINE TREE LN
PALAIS RD
SANTA MARIA ST
2ND ST
BOCK AVE
BELL ST
SEABOARD C RI
ARROWHEAD ST
YORKSHIRE AVE
HOPI RD
JOELAVE
EILEEN ST
VIA IRANA
CEDAR ST
LAMBERT WAY
C055
C053
C054
C052
H040
I015
I014 H048
H025 H029
D043
C056
I068
C007
I044
I052
I104
L032
K007 K008
K002
J010B
J009 J007
J015
I105
I038
I037 I108
I019 I001 H031 I012
H057
D091 E001
E041
E015
B032 B033
B031
B022
B028 B029 B030
B025 B024
E048 E049
E046 E047
E039
E042
E040
E043
E044
E045
E022 E021 E023 E024
E020
E019
E018
E016
E034
E035
E036
E037 E038
E017
E031 E032
B034
C040
C029
C031
C030
E060 E061
E057
E055 E056
E811 E812
K036
E006 E005
D075
E008
W055
W049
V812
V809 V010 V025
V009
V008
V007 V022
G016
G002
G003
H088
H087
H086
H084
H085
H017
H089
H091 H090
H092
H016
D090
S814
O028
R071
H028
S811 R067
R060
N008
M005
O014
O015
O012
O004
N002
N003
S819 S820
S017
S016 S813
S027
S817
S812
S021
S024 S025 S026
S S022 023
R009
R010
R070
R074 R088
R089
R087
R086 R066
R063
R073 R072
R084 R064 R065
J012
I022
J013
V024
J033
J057
J031
J026
J019 J018
J017
O134A
J016
K039
J010
C046
C045
C034
C036
C035
J039
J030
J040
J041
D096 D097
D082 D083
D085
D084
D073
D081
D072 D071 D070
D069 E029
E030
D086
D087
D068 D067
D065 D064
D062 D063
D050
D049
D047
D005 D003
D002
D059
D094 D093
D057 D058
D020
D018
D010
C813
K001
D095
D060
D061
D054
D055
D056
D006 D046
H051
D048
D051
D052
D053
E026
E027
E028
E002
E050
E051
D092
D074
C027 C028
Y013
Y014 Y024
Y021
Z008
Z009
Z017
Z019
Z001
Z002
Z003
Z005
Z006
Y016
Y015 Y017
Y018
Y019
Z007 Z004
Y004
Y003
Y008
Y022
C016
C043
C044
C032
C042
C033
B015
N089
Z018
Z016
R083 R062
R048
R047
R046
R049
R050
N004
N040 N041
R054
R057 R058 R059
R051
R052 R053
R056
R055
R044
R045
O022 O023
O020 O018 O019
N015
N011
N098
N043 N042
N074
N079 N080
N039 N038
N076
N077 N037 N078
N071
N072 N073
N036
O031
O017
O021
O027
O025
O029
O030
R008 R006 R085
N023
N021 N022
N019 N020
N031
N024
N087
N032
N N060 059
N066 N068 N069
N067
N057 N058
N033
N064
N065
N034
N035
N090
O005
O006
O007
O008
O032
O001
O002
O003
R030
R029 R027
R041 R036
R R035 040 R039 R038 R025
R018 R019
R031
R034
R032
R020
R004
R802
V004
D037
R011
N012
N014
M070
M071
M074
M076 M077
M079
M057
M056
M055
M054
M053
M043
M004
M006
M049
M048
M044
M045
M046
M052
M050
M051
M011
M008
M007
M009
S020 S019
S002
R015 R012 R013 R014 R801 R803 R016 S001
S012
S013
S014
S015
R043
R005
R022
R021
R017
R003
R002
R001
S815
D008
J032
I093
Y011
Y010
Y009
Y012
Y006
Y007
W035
W016
R077
R804
M066
H037
V030 V029 V031 V032
J034
J058
J059
C038 C039
B036 B035
B038
C015
C037
B016
B017
B018
B014
B040
B039 B008 B011
B007
B013 B010 B012
B006 B004
B003 B002
B001
H102
C001
H097
H098 H103 I017
H095
C017
D D026 022
J056
J005
J006
H101
H080 H082
H081
H076 H077
H075
H073 H074
H071
H072
H070
H052
H096
H106
H065
B005
I033
H093
B023 B026
D027 D028 D030 D016
D024
D021
C047
D040
C005 C006
I103
I080
J042
J066
J081
J052
J068 J069
J070
J071
J072
J073
J077
J076
J075
J074
J014
J022
I024 I023
H107
D004
K004 K005
J025
J023
J024
J035
J036 J038
J037
I025
I027
I032
I031
I036
I035
V813
D008A
C012A
I034
I007
C011 C010
I079
J062
J064
J043
J067
J054
J053
J055 J065
J051
J044
J047
J049
J048
J046
J045
K006
K003
J021
J020
J001
I084
I004 I011
I020
D025
H024
J004
N095
I095
I092 I094
I091
I089 I090
I013
E033
J008 J027
J028
J029
C023
C020
C019
C013
C021
C022 C024
J002
H015
H018
H020
H019
B019
M001 M002
H010 H023
V023
V028
V027 W006
V033
V034 V035
V021
V006 V018 V019 V020
V005
V012
V013
V808
F005
H039
B021
W056
V804
V036
Z020
V014
V015
V016
V017
W030
W031 W032
W034 W033
W036
W022
W023
W024
W026
W025
W019
W020
W021
W007
W028
W027
W009
W008
W011
W012
E806
W013
W014
W015
W046
W045
W044
W047 W048
W054
W050
W051
W052
W053
W043
W042
W041
W040
W039
W038
W037
W029
V002
OC03
L022
F008 F009 F007
F006
L016
N018
L017 L018 L019
L002
L003
L028 L027
L024
L025
L026
L029 L030
L031
L023
L805 L806 L804 L803
L020
L021
L010
L012
M003
G801 G014
G013
L031A
J028A
J060
G012
G006 G005 G004
G015
G011
G010
G009
G001
G008
D029
D015
D044
D041
C048
D039
D038 D045
D013
D001
C008 D032 D033 D034 D035
D009
H011
H038 H041
H105
H059
H058
H050
H053 H054
H055
H066 H067 H068
H068A
H064
H047
H049
H061
H045
H060
H044
H046
H062 H063
I087
O139
W017
L011
C026
B037
H079
I028
H026 H030
M014
H022 H021
H094
C002 C003
L013
E013 E014
K012
E010
E009
E007
G007
V800
I021 I009
C806
I026
M058
C049
I067 I066 I065
I064
I074
I073
I075 I057
I056
I055
I070
I069
I054
I083
I076
I077
I062
I060
I059
E801
R076
R033
R079
H068B
C013A
B026A
R080
O138
I102
I098
I042
I053
I071
I058
I049
I081
I082
J063
J079 J078
J003
N091
I048
I106
I107
I008 I006
I005 I003 I002
D012
L001
C809
M022
M023
M024
M021
M020
M019
M038 M027
M013
M065
M012
C051
K035
K034
K813 K812
K019
K017 K018
K016 K015
K022
K021
L014
W010
W013A
L015
K024 K023 K011
K013
K026
K014
K020
K029
K010
E012 F011
E011
K033
K032
K031
K030
J082
D007
K007A
K009
N063
C004
N010
M015
M039
M040
M041
M031 M032
M035
M029
M030
M028 M034
H013
M064
M063
M060 M061
M059
M094 M093 M092
M078
M067
M083 M087
M086
M072
M081
M080
M068
L031B
R078
M069
M084
M073
M088
M095
M089
M091
M090
M075
N013
N081
N052
N053 N026
N028
N054 N055
N046
N085
N047
N086
N050
S818 R037
Z022
Z023
Z024
V001
H043
I016
C012
H100
H069
M082
N051
N025
N082
N044
N027
N029
N083
N049
N030
B020
D011
Z025
Z021
C800
I063
I078
K040
J010A
J011
N062
N061
I040
I039
I047
I046
I010
E810
V806
F003 F004
F002
R042
R023
N009
M042
H042
C014
C041
H099
I029
H027
M085
N056
B041
H083
D014
D042
I041
J050
K025
J080
C812
V011
O009
D036
O137 O136
O030A
S029
C058
H019A
E808
E005A
S030
Z031
S004
L001A
Y001 Y005 Y810
N099
Y023
S003
R081
Z015
O139A
O134
O133
N097 N096
S003A
V003
I017B
Y020
I016A
R082
Z002A
E809
E808A
E807
E052
D098
D022A
B045
R801A
V809A
D027A
O140
O141
O142
O144
O143
E003
W002 W003 W004
N017
Z010
Z030
Z028
Z026
H065B
Z029
Y811
Z011
Z012
I016B
H065E
I013A
G001A
W012A
W011A
W005
Legend
!
Manhole
Owner and Maintenance
PIPESTATUS
Stanton Sewer
Stanton Sewer, Maintained by Stanton and GGSD
Stanton Sewer on Private Property, Maintained by Stanton Anaheim Sewer
GGSD Sewer
GGSD Sewer, Maintained by Stanton and GGSD
OCSD Facilities
City Boundary
0 350 700
±
1,400 2,100
Feet
CITY OF
GARDEN GROVE
CITY OF
CYPRESS
CITY OF
GARDEN GROVE
CITY OF
ANAHEIM
BEA
C
H
BLV
D
BEA
C
H
BLV
D
WES
TER
N
AVE WES
TER
N
AVE
K
N
O
T
T
AVE K
N
O
T
T
AVE
D
ALE AVE D
ALE AVE
M
A
G
N
OLIA
S
T
M
A
G
N
OLIA
S
T
GARDEN GROVE BLVD
LAMPSON AVE LAMPSON AVE
CHAPMAN AVE CHAPMAN AVE
ORANGEWOOD AVE ORANGEWOOD AVE
KATELLA AVE
KATELLA AVE
CERRITO AVE
BALL RD BALL RD
405 FWY
Project No.
227522-0001381
Date: May 2024
City of Stanton
Sewer Master Plan Update
Figure 9-1
Owner and Maintenance
Responsibilities
WESTERN AVE IDYLWILD
DR
COLLEGE DR
MONROE AVE
COURT ST
FULTON WAY
LESSUE AVE
WINSTON RD
FERN AVE
SENTRY DR
SHERRILL ST
CODY DR
MAIN ST
SANTA RITAAVE
LOWDEN ST
KERMORE LN
ASHDALE ST
SANTA ROSALIA ST
SANDALWOOD WAY
ASBURY AVE
AMY AVE
VANTAGE ST
LOWDEN ST
PACIFIC AVE
SHERRILL ST KENNELLY LN
BRIARWOOD ST
SAN MARCOS DR
DALE ST
YANA DR
STARR ST
GRANDOAKS DR
ORANGEWOOD AVE
CHANTICLEER RD
HAMDEN AVE
SANTA ROSALIA ST
IDYLWILD DR
THUNDERBIRD LN
SANTA CATALINA AVE BEACH BLVD
LOLA AVE
OAK ST
CEDAR ST
COURT LN PACIFIC ST
DAVMOR AVE
FLOWER ST
CENTRAL AVE
STANFORD AVE
ACACIA AVE
DATE ST
STARDUST LN
TINA WAY
CRIS AVE
LULLABY LN
CAMUS LN
LULLABY LN
HARRIET LN
ORRWAY DR
SKYLINE DR
VIA KANNELA
BOATMAN AVE
SYCAMORE AVE
INDUSTRIAL WAY
FILLMORE DR
CAPISTRANO DR
FLOWER AVE
HOOVER ST
CHESTNUT AVE
MITCHELL DR
UP RR
COURT ST
HYNES RD
RUTHANN AVE
SYCAMORE ST
ROSE AVE
ELECTRIC AVE
SANTA GERTRUDES AVE
CATHERINE AVE
LOLA AVE
DALE AVE
LEAFWOOD ST
BENTLY AVE
DEVONWOOD AVE
SANTA MONICA AVE
SANTA BARBARA AVE
LEXINGTON ST
WASCO RD
MACDUFF ST
1ST ST
STANDUSTRIAL ST
JANE WAY
PINE TREE LN
PALAIS RD
SANTA MARIA ST
2ND ST
BOCK AVE
BELL ST
SEABOARD C RI
ARROWHEAD ST
YORKSHIRE AVE
HOPI RD
JOEL AVE
EILEEN ST
VIA IRANA
CEDAR ST
LAMBERT WAY
¬«5
¬«11
¬«9
¬«16
¬«10
¬«15
¬«3
¬«1
¬«7
¬«2
¬«8
¬«14
¬«6
¬«13
¬«4
¬«12
Legend
YES
Sewer Pipes
OCSD Facilities
City Boundary
0 400 800
±
1,600 2,400
Feet
CITY OF
GARDEN GROVE
CITY OF
CYPRESS
CITY OF
WESTMINSTER
CITY OF
GARDEN GROVE
CITY OF
BUENA PARK
CITY OF
ANAHEIM
B
E
A
C
H
B
LV
D
B
E
A
C
H
B
LV
D
W
E
S
T
E
R
N
AV
E
W
E
S
T
E
R
N
AV
E
K
N
O
T
T
AV
E
K
N
O
T
T
AV
E
D
A
L
E
AV
E
D
A
L
E
AV
E
M
A
G
N
O
LIA
S
T
M
A
G
N
O
LIA
S
T
GARDEN GROVE BLVD
LAMPSON AVE LAMPSON AVE
CHAPMAN AVE CHAPMAN AVE
ORANGEWOOD AVE ORANGEWOOD AVE
KATELLA AVE KATELLA AVE
CERRITO AVE
BALL RD BALL RD
405 FWY
Project No.
227522-0001381
Date: May 2024
City of Stanton
Sewer Master Plan Update
Figure 9-2
High Frequency
Maintenance Locations
NV5 Project Number 227522-0001381.00 NV5.COM | 69
9.5 CONDITION ASSESSMENT OF MANHOLES
Sewer manholes were not inspected or assessed as part of this master plan update. It is recommended that the City consider development and implementation of a formal manhole inspection and assessment program to identify and prioritize manhole rehabilitations and replacements.
NV5 Project Number 227522-0001381.00 NV5.COM | 70
10.0 CAPITAL IMPROVEMENT PROGRAM (CIP)
This chapter presents a proposed 10-year Capital Improvement Program (CIP) for improving the City’s wastewater collection (sewer) system based on the findings of the evaluations performed for development of the Sewer Master Plan Update and includes:
• Cost Development
• Recommended CIP projects
• Summary of CIP Costs
10.1 COST DEVELOPMENT
Addressing the needs of the City’s wastewater collection system is essential to avoiding sewer overflows and for efficiently operating the collection system. Therefore, it is imperative that appropriate budgetary estimates for pipeline repair, replacement and/or rehabilitation improvements be identified to mitigate potential system deficiencies.
The final cost of a project will depend on actual labor and material costs, competitive market conditions, final project scope and complexity, implementation schedule, and other variable factors that may include investigation of alternatives and detailed utility and topography surveys. And since costs of materials and labor fluctuate over time, new estimates should be obtained at or near the time of construction of proposed facilities.
10.1.1 Unit Construction Costs
The unit construction costs developed for this study are for general master planning purposes and for guidance in project evaluation and implementation. The unit costs presented are based on representative and available data at the time of this report, and do not include costs for contingency, engineering design, construction management, or administration which are discussed in Sections
10.1.2 and 10.1.3.
10.1.1.1 Sewer Pipeline Replacement and Rehabilitation Unit Costs Unit construction costs for sewer pipeline replacement are presented in Table 10-1. Note that for point repairs, a unit cost of $25,000 per repair was used.
Table 10-1 Pipeline Replacement Unit Costs
Diameter (in) Unit Cost/LF
8 $550
10 $650
12 $750
15 $900
18 $1,100
NV5 Project Number 227522-0001381.00 NV5.COM | 71
Unit construction costs for pipeline rehabilitation are presented in Table 10-2.
Table 10-2 Rehabilitation Unit Costs
Diameter (in) Unit Cost/LF
8 $200
10 $225
12 $250
15 $300
18 $350
10.1.1.2 Sewer Manhole Replacement and Rehabilitation Unit Costs Unit construction costs for sewer manhole replacement and rehabilitation are presented in Table 10-3.
Table 10-3 Manhole Unit Costs
Type Unit Cost/EA
Replacement $25,000
Rehabilitation $15,000
10.1.2 Construction Contingency
For each CIP project, a construction contingency of approximately 20% of the estimated construction cost was included considering that each project is conceptual, and the scope of each project may change during final design of the proposed improvements.
10.1.3 Costs for Design, Construction Management and Administration For each CIP project, the cost for engineering design, construction management (CM), and construction administration was estimated at approximately 30% of the total estimated construction cost including contingency. However, actual costs for these services will vary depending on the scope, complexity, and schedule of each project.
10.2 CIP PROJECTS
10.2.1 Criteria for CIP Projects
Recommended CIP projects were developed based on the findings and preliminary recommendations of the sewer pipeline condition assessment discussed in Section 8 and input from City staff.
The general criteria for development of CIP projects for sewer pipelines was to first address pipeline segments rated with a failing (“E”) condition severity as these segments have severe defects that require more immediate attention. Some pipeline segments rated with a poor (“D”) condition severity were grouped together with severity “E” replacement segments or included as separate projects.
NV5 also recommends that all pipeline segments rated with a “D” or “E” condition severity be cleaned and inspected annually using CCTV technology until critical defects are addressed by CIP projects or NV5 Project Number 227522-0001381.00 NV5.COM | 72
by City operations and maintenance efforts. This should include pipeline segments assigned a “Clean and CCTV” recommendation, which are not addressed by the following CIP projects.
10.2.2 Recommended CIP Projects
A brief description for each recommended CIP project is provided below. Additional details regarding each recommended sewer pipeline CIP project are included in Appendix 7, including a list of sewer pipe segments, condition assessment findings, a preliminary construction cost opinion, and an exhibit for each project.
CIP-001 – Sewer Point Repair Program (Severity E):
This project proposes 15 point repairs to address severe defects identified in 12 different sewer pipeline segments rated with an “E” condition severity and a point repair recommendation. These pipe segments are located throughout the City and include 8-inch, 10-inch, 12-inch, and 15-inch VCP pipes with broken pipes, joint offsets, large mineral deposits, and infiltration. The specific type of point repair will need to be further evaluated for each defect, but may include open trench replacement, sectional lining, chemical grouting, mechanical cleaning, or other improvements.
CIP-002, Via Kannela / Via Irana Sewer Replacements:
This project proposes replacement of approximately 1,510 feet of heavily degraded/eroded 8-inch concrete sewer pipe on Via Kannella and Via Irana with “D” and “E” condition severity ratings, including 7 pipe segments. The condition of the 8 manholes connected to these pipe segments has not been assessed, so replacement of manholes was assumed for preliminary cost planning.
CIP-003, Beach Boulevard Sewer Replacement:
This project proposes replacing a single sewer pipe segment on Beach Boulevard, S017-S016, a 335- foot long VCP pipe that has cracks and a severe sag with an “E” condition severity rating. The existing pipe diameter will need to be verified as GIS data lists the pipe diameter as 8-inch whereas CCTV data notes the pipe diameter is 10-inch. A 10-inch diameter pipe replacement was assumed for preliminary cost planning. The condition of the 2 manholes connected to this pipe segment has not been assessed, so replacement of manholes was assumed for preliminary cost planning.
CIP-004, Cerritos Avenue Sewer Replacements:
This project proposes replacing two different 8-inch sewer pipe segments that are both connected to the existing 10-inch sewer line on Cerritos Avenue, west of Western Avenue. - Pipe B039-B002 is an 8-inch VCP gravity sewer pipe on Ramblewood Drive, north of Cerritos Avenue, which has a severe joint offset and numerous cracks/broken pipes with an “E” condition severity rating.
- Pipe H107-B005 is an 8-inch sewer pipeline in a private alley, south of Cerritos Avenue and west of Courson Drive, which crosses 4 private multi-family residential properties. GIS data indicates that this is a City owned and maintained pipeline and is a siphon which crosses a 60-inch storm drain on Cerritos Avenue. CCTV video indicates the pipe has both VCP gravity sewer segments and a siphon segment constructed with an unknown pipe material, which has large grease deposits, and a joint offset/grade break where the pipe material transitions. Considering that the NV5 Project Number 227522-0001381.00 NV5.COM | 73
siphon segment was only partially full in the video could indicate the siphon may be defective.
Pipe replacement was assumed for preliminary cost planning, but other improvement alternatives should be evaluated during design after further investigation.
CIP-005, Sewer Point Repair Program (Severity D):
This project proposes 38 point repairs to address moderately severe defects identified in 33 different sewer pipeline segments rated with a “D” condition severity and a point repair recommendation.
These pipe segments are located throughout the City and include 8-inch, 10-inch, 12-inch, and 15- inch VCP pipes with broken pipes, joint offsets, lateral intrusions, and infiltration. The specific type of point repair will need to be further evaluated for each defect, but may include open trench replacement, sectional lining, chemical grouting, mechanical cleaning, or other improvements.
CIP-006, Sewer Pipeline Replacement and Rehabilitation Program (Severity D):
This project proposes replacing or rehabilitating the remaining sewer pipeline segments rated with a “D” condition severity and a replacement or rehabilitation recommendation. These pipe segments are located throughout the City and included 6-inch, 8-inch, 10-inch, 12-inch, and 15-inch pipes with various defects.
CIP-007, Sewer Manhole Replacement and Rehabilitation Program:
The City has approximately 1,100 sewer manholes throughout the collection system. Although this master plan update did not include a condition assessment of sewer manholes, the City plans to start systematically replacing or rehabilitating sewer manholes in the system following completion of critical pipeline replacement and rehabilitation projects. For this CIP project, it was assumed that 1 percent (%) of manholes in the system will be replaced or rehabilitated each year (approximately 11 manholes). For preliminary cost planning purposes, it was assumed that 5 manholes will be replaced, and 6 manholes will be rehabilitated each year for a duration of 5 years, beginning FY 2029-2030.
CIP-008, Lampson Avenue Sewer Replacement:
This project proposes replacing four 8-inch VCP pipe segments on Lampson Avenue, W002-OC09, W003-W002, W004-W003, and W005-W004. Three of these segments were identified as hydraulically deficient based on the hydraulic model, as described in Section 7.3. However, this capacity deficiency should be verified as recommended in Section 7.4. If the pipe segments are deficient, 8-inch segment W002-OC09 should also be replaced with the same size pipe to avoid a downstream flow restriction. A 12-inch diameter pipe replacement was assumed for preliminary cost planning but should be verified during design. The condition of the manholes connected to these pipe segments has not been assessed, so replacement of manholes was assumed for preliminary cost planning. Replacement costs for this shared sewer would be shared based on the joint-use agreement between the City and the Garden Grove Sanitation District.
NV5 Project Number 227522-0001381.00 NV5.COM | 74
10.3 SUMMARY OF CIP COSTS
Table 10-4 below provides a summary of the project costs for each CIP project. Note that these are rough order of magnitude cost opinions for preliminary planning information only and do not include inflation/escalation for future cost planning.
Table 10-4 Capital Improvement Program (CIP) Cost Summary CIP
No.
Pipe
Segments
Street Description
Construction
Cost Opinion
Plus Contingency
Engineering /
CM / Admin
Total Cost
($2024)
CIP-001 Various Various Sewer Point Repair
Program (Severity E) $460,000 $140,000 $600,000
CIP-002
G010-G009,
G011-G010,
G012-G011,
G013-G012,
G014-G013,
G801-G014,
G007-G012
Via Kannela,
Via Irana
Replace 1,509 LF of 8"
concrete sewer pipes
(Severity E)
$1,240,000 $360,000 $1,600,000
CIP-003 S017-S016 Beach
Boulevard
Replace 335 LF of 10" VCP
sewer pipe (Severity E)
$320,000 $100,000 $420,000
CIP-004 B039-B002,
H107-B005
Cerritos
Avenue
Replace 527 LF of 8" VCP
sewer pipes (Severity E)
$460,000 $140,000 $600,000
CIP-005 Various Various
Sewer Point Repair
Program (Severity D)
$1,140,000 $340,000 $1,480,000
CIP-006 Various Various
Sewer Pipeline
Replacement and
Rehabilitation Program
(Severity D)
$9,600,000 $2,900,000 $12,500,000
CIP-007 N/A Various
Sewer Manhole
Replacement and
Rehabilitation Program
$1,300,000 $400,000 $1,700,000
CIP-008
W002-OC09,
W003-W002,
W004-W003,
W005-W004,
Lampson
Avenue
Upsize 1,166 LF of 8" VCP
sewer pipes
(Capacity Deficiency)
$1,200,000 $400,000 $1,600,000
Total $20,500,000
The City plans to implement the recommended CIP projects over the next 10 years. Projected expenditures for the 10-year CIP program are included in Appendix 8. These preliminary projections were developed based on the estimated CIP costs listed herein, prioritizing CIP projects with severe condition deficiencies, and direction from City staff.
Appendix 1 - City of Stanton Planned Developments
Project Name Developer Address Status No. of
Units APNs
General
Plan LU
Development
Type
GPD/DU MGD MH#
2 single family detached units Nop Dang Mac 10572 Lexington St Completed 2 079-313-06 MDR MDR 200 0.0004 H094 4 detached condominiums James Le 8222 Starr In plan check 5 126-282-14 NGMU MDR 200 0.0010 D030 4 detached single family units Sean Singh 7082 Kermore In plan check 4 079-752-09 MDR MDR 200 0.0008 H057 4 townhome units An Ha 7162 Kermore Completed 4 079-752-13 MDR MDR 200 0.0008 H057 5 new multi-family units Christopher Caohuynh 7131 Kermore In plan check 5 079-751-13 MDR MDR 200 0.0010 H057 6 townhome units Loc Tran 7320 Katella In Progress 6 131-641-06 HDR HDR 200 0.0012 H030 7 single family detached condominiums Emily Fahrenhoiz 7091 Kermore Completed 7 079-751-03, 079-751-04 MDR 200 0.0014 H057 17 3-story attached condominium units Huy Tran 11752 Beach In Progress 17 131-242-04, 131-242-03 GMU, MDR Mixed Use 200 0.0034 S015 Assemblage KB Home 7455 Katella Completed 36 079-371-26, 079-371-27, 079-371-09, 079-371-13, 079-371-12,079-371-15 GMU Mixed Use 200
0.0072 I013
Bigsby Bonanni 12200 Beach In Progress 79 131-422-20 GMU Mixed Use 200 0.0158 W012 Brookfield 12631-12831 Beach Completed 208 131-682-13, 131-681-04 SGMU Mixed Use 200 0.0416 Y012/Y024 Cloud House Bonanni 12331-12435 Beach In Progress 321 131-361-03, 131-361-09, 131-361-08 SGMU Mixed Use 200 0.0642 V028 Conversion of 72 motel units into
apartment units Jamboree Housing 7161 Katella Completed 72 079-762-26, 079-762-61 GC Mixed Use 200 0.0144 H025 Habitat for Humanity 7922 Cerritos Completed 6 079-331-13, 079-331-12 TOWN Mixed Use 200 0.0012 I083 Lighthouse KB Home 10871 Western Completed 40 079-371-17 HDR HDR 200 0.0080 I013 Melia 7142 Kermore Completed 20 079-752-12, 079-752-11, 079-752-18 MDR MDR 200 0.0040 H057 New 3,506 medical building Scott Belair 10692 Beach In Progress 1 126-434-11 TOWN GC N/A N/A J064 Riviera Jamboree 11892 Beach Completed 19 131-241-07 GMU Mixed Use 200 0.0038 S013 SB-9 urban lot split (2 duplexes) Henry Cao & Phat Ho 10861 Oak St In Progress 4 079-362-01 LDR LDR 250 0.0010 I030 ShareMyCoach Joe Hill 10775 Beach In Progress 1 079-341-07, 079-341-16, 079-341-08 GC/OS GC N/A N/A J022 Super King / Magnolia Plaza 10560 Magnolia Completed 1 127-461-02, 127-461-03, 127-461-04 GMU GC N/A N/A F003 Tahiti Jamboree 11850-11870 Beach Completed 60 131-241-12, 131-241-21 GMU Mixed Use 200 0.0120 S013 Brandywine 24 126-481-15,126-481-14,126-481-13,126-481-12,126- 481-11,126-481-10
HDR HDR 200 0.0048 K022
Brandywine 20 126-481-09,126-481-08,126-481-07,126-481-06,126- 481-05
HDR HDR 200 0.0040 K021
Brandywine 16 126-481-04,126-481-03,126-481-02,126-481-01 HDR HDR 200 0.0032 K020 Brandywine
40 126-481-16,126-481-17,126-481-18,126-481-19,126-
481-20,126-482-15,126-482-14,126-482-13,126-482-
12,126-482-11
HDR HDR 200 0.0080 K019
Brandywine
32 126-481-21,126-481-22,126-481-23,126-481-24,126-
482-10,126-482-09,126-482-08,126-482-07
HDR HDR 200 0.0064 K018
Brandywine 24 126-481-25,126-481-26,126-481-27,126-481-28,126- 482-06,126-482-05
HDR HDR 200 0.0048 K017
Brandywine 5 126-481-29 HDR HDR 200 0.0010 K015
ORCO Block Site Stanton Land LLC 8042 Katella Avenue In Progress 159 131-101-01,131-101-15,131-101-16,131-101-18,131- 101-21
GMU Mixed Use 200 0.0318 J015
VRV Bonanni 12736 Beach Completed 300 131-501-04 SGMU Mixed Use 200 0.0600 Z012 Tina-Pacific Tina Way & Pacific Way Housing Element
Appendix 1 - Planned Developments 1
Appendix 2 - Vacant Parcels
APN Parcel ID Area (ac) Existing Land Use Future Land Use 079-320-14 418985 0.032 Vacant High Density Residential 079-341-09 419708 0.101 Vacant Low Density Residential
079-344-04 419712 0.158 Vacant Commercial
079-344-05 419800 0.158 Vacant Commercial
079-352-08 419449 0.158 Vacant Low Density Residential
079-363-01 418860 0.086 Vacant Low Density Residential
079-363-16 418850 0.072 Vacant Low Density Residential
079-541-56 418298 0.046 Vacant Parking Lot
079-541-57 417856 0.016 Vacant Medium Density Redidential 126-281-18 427040 0.570 Vacant Commercial
126-434-11 426924 0.081 Vacant Planned Development
126-434-15 426920 0.157 Vacant Commercial
126-481-11 428775 0.175 Vacant Planned Development
126-481-12 428730 0.175 Vacant Planned Development
126-481-13 428684 0.175 Vacant Planned Development
126-481-14 429016 0.175 Vacant Planned Development
126-481-15 428978 0.208 Vacant Planned Development
126-481-28 428645 0.173 Vacant Planned Development
126-481-29 428245 0.255 Vacant Planned Development
126-482-05 428566 0.182 Vacant Planned Development
126-482-09 428880 0.174 Vacant Planned Development
126-482-10 428823 0.174 Vacant Planned Development
126-482-15 428979 0.213 Vacant Planned Development
126-531-38 804941 0.176 Vacant Open Space
126-532-03 792434 0.183 Vacant Industrial
126-532-14 792408 0.032 Vacant Industrial
126-541-22 792450 0.199 Vacant Industrial
126-541-24 792452 0.029 Vacant Industrial
126-541-25 792476 0.626 Vacant Commercial
126-553-06 804959 0.286 Vacant Commercial
126-563-04 804977 0.089 Vacant Commercial
131-041-51 438086 0.005 Vacant Industrial
131-101-01 439014 0.414 Vacant Industrial
131-101-16 439015 0.434 Vacant Industrial
131-141-36 1446619 0.009 Vacant Parking Lot
131-141-37 1446620 0.002 Vacant Parking Lot
131-141-38 1446621 0.002 Vacant Parking Lot
Vacant Parcels
Appendix 2 - Vacant Parcels 1
APN Parcel ID Area (ac) Existing Land Use Future Land Use Vacant Parcels
131-141-39 1446622 0.001 Vacant Parking Lot
131-141-40 1446623 0.015 Vacant Parking Lot
131-211-24 801273 0.098 Vacant High Density Residential 131-221-42 801288 0.625 Vacant Low Density Residential
131-231-19 801282 0.994 Vacant Low Density Residential
131-592-49 1421499 0.016 Vacant Medium Density Redidential 131-592-50 1421500 0.016 Vacant Medium Density Redidential 131-601-01 438085 0.007 Vacant Open Space
N/A 419610 0.322 Vacant Commercial
N/A 419819 3.158 Vacant Commercial
N/A 439149 0.655 Vacant Commercial
N/A 804944 2.651 Vacant Industrial
Appendix 2 - Vacant Parcels 2
Appendix 3 - Capacity Analysis – Model Results
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
B001-C001 B001 C001 10 279.79 0.0012 0.050 0.90 0.18 0.22 B002-B001 B002 B001 10 135.29 0.0012 0.046 0.87 0.17 0.21 B003-B002 B003 B002 10 122.75 0.0012 0.043 0.86 0.16 0.20 B004-B003 B004 B003 10 137.42 0.0012 0.032 0.79 0.14 0.17 B005-B004 B005 B004 10 131.33 0.0012 0.021 0.70 0.12 0.14 B006-B005 B006 B005 10 127.26 0.0012 0.016 0.63 0.10 0.12 B007-B006 B007 B006 10 259.35 0.0012 0.006 0.47 0.06 0.08 B008-B007 B008 B007 8 269.59 0.0026 0.006 0.63 0.06 0.08 B009-B008 B009 B008 8 259.91 0.0020 0.003 0.48 0.04 0.07 B010-B009 B010 B009 8 89.19 0.0020 0.001 0.31 0.02 0.03 B011-B006 B011 B006 8 270.78 0.0019 0.006 0.58 0.06 0.09 B012-B011 B012 B011 8 260.24 0.0020 0.003 0.50 0.05 0.07 B013-B012 B013 B012 8 200.15 0.0020 0.001 0.35 0.03 0.04 B014-B004 B014 B004 8 270.76 0.0020 0.011 0.71 0.08 0.12 B015-B014 B015 B014 8 261.26 0.0020 0.009 0.66 0.07 0.11 B016-B015 B016 B015 8 214.26 0.0024 0.004 0.54 0.05 0.07 B017-B016 B017 B016 8 198.07 0.0020 0.003 0.46 0.04 0.06 B018-B015 B018 B015 8 179.03 0.0020 0.001 0.36 0.03 0.04 B019-H022 B019 H022 10 176.55 0.0020 0.129 1.42 0.25 0.30 B020-B045 B020 B045 8 273.36 0.0032 0.116 1.65 0.23 0.35 B021-B020 B021 B020 8 327.92 0.0032 0.101 1.60 0.22 0.32 B022-B021 B022 B021 8 124.17 0.0038 0.034 1.23 0.12 0.18 B023-B022 B023 B022 8 192.07 0.0041 0.020 1.08 0.09 0.13 B024-B023 B024 B023 8 65.73 0.0037 0.005 0.68 0.05 0.07 B025-B024 B025 B024 8 243.62 0.0040 0.004 0.67 0.04 0.06 B026A-B026 B026A B026 8 48.20 0.0027 0.003 0.52 0.04 0.06 B026-B025 B026 B025 8 17.74 0.0034 0.003 0.56 0.04 0.06 B028-B022 B028 B022 8 262.11 0.0072 0.014 1.19 0.07 0.10 B029-B028 B029 B028 8 207.80 0.0040 0.005 0.72 0.05 0.07 B030-B029 B030 B029 8 214.83 0.0040 0.004 0.65 0.04 0.06 B031-B028 B031 B028 8 259.05 0.0048 0.007 0.85 0.05 0.08 B032-B031 B032 B031 8 255.69 0.0042 0.006 0.74 0.05 0.07 B033-B032 B033 B032 8 249.92 0.0040 0.003 0.60 0.04 0.05 B034-CO17 B034 C017 8 292.13 0.0023 0.015 0.81 0.09 0.14 B035-B034 B035 B034 8 255.96 0.0020 0.008 0.65 0.07 0.11 B036-B035 B036 B035 8 349.45 0.0020 0.004 0.51 0.05 0.07 B037-B034 B037 B034 8 355.71 0.0027 0.006 0.63 0.05 0.08 B038-B035 B038 B035 8 166.70 0.0024 0.003 0.51 0.04 0.06 B039-B002 B039 B002 8 241.67 0.0020 0.003 0.49 0.05 0.07 B040-B039 B040 B039 8 97.74 0.0024 0.001 0.36 0.03 0.04 B041-B019 B041 B019 10 261.62 0.0034 0.012 0.84 0.07 0.08 B045-B019 B045 B019 8 55.20 0.0011 0.118 1.12 0.32 0.47 C001-I017A C001 I017A 15 299.35 0.0015 0.499 1.79 0.48 0.38 C002-C003 C002 C003 8 248.27 0.0131 0.007 1.20 0.04 0.06 C003-C005 C003 C005 8 352.17 0.0024 0.061 1.24 0.18 0.27 C004-C058 C004 C058 12 10.63 0.0085 0.000 0.00 0.00 0.00 C004-I044 C004 I044 12 338.54 0.0020 0.166 1.50 0.27 0.27 C005-C004 C005 C004 8 350.88 0.0024 0.061 1.24 0.18 0.27 C006-C004 C006 C004 12 338.27 0.0040 0.096 1.63 0.17 0.17 C007-I102 C007 I102 18 315.96 0.0015 1.212 2.27 0.71 0.47 C008-C007 C008 C007 15 611.45 0.0026 1.212 2.79 0.67 0.54 C009-C008 C009 C008 15 16.65 0.0024 1.212 2.25 0.47 0.37 C010-D012 C010 D012 8 291.77 0.0049 0.027 1.26 0.10 0.15 C011-C010 C011 C010 8 299.80 0.0048 0.022 1.17 0.09 0.14 C012A-C001 C012A C001 12 236.19 0.0012 0.183 1.27 0.33 0.33 C012-C001 C012 C001 12 261.24 0.0015 0.256 1.52 0.37 0.37 Model Results - Existing Peak Dry Weather Flow (PDWF) Scenario Appendix 3 - Capacity Analysis - Model Results 1
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Existing Peak Dry Weather Flow (PDWF) Scenario C013A-C012A C013A C012A 10 274.22 0.0010 0.183 1.18 0.38 0.45 C013-C012 C013 C012 12 240.25 0.0013 0.252 1.42 0.38 0.38 C014-C013 C014 C013 12 130.42 0.0015 0.252 1.53 0.36 0.36 C015-C014 C015 C014 12 153.36 0.0015 0.252 1.51 0.36 0.36 C016-C015 C016 C015 12 185.94 0.0015 0.252 1.52 0.36 0.36 C017-C016 C017 C016 12 220.85 0.0015 0.250 1.51 0.36 0.36 C019-C013A C019 C013A 8 328.40 0.0116 0.043 1.96 0.10 0.15 C020-C019 C020 C019 8 252.66 0.0137 0.005 1.05 0.03 0.05 C021-C019 C021 C019 8 240.65 0.0040 0.028 1.19 0.11 0.16 C022-C021 C022 C021 8 151.67 0.0039 0.025 1.13 0.10 0.15 C023-C022 C023 C022 8 164.99 0.0089 0.004 0.85 0.03 0.05 C024-C022 C024 C022 8 227.08 0.0040 0.019 1.05 0.09 0.13 C026-C013A C026 C013A 12 285.83 0.0011 0.140 1.13 0.29 0.29 C027-C026 C027 C026 8 244.16 0.0043 0.134 1.92 0.23 0.35 C028-C027 C028 C027 8 262.35 0.0040 0.120 1.80 0.22 0.34 C029-C028 C029 C028 8 263.41 0.0040 0.096 1.69 0.20 0.30 C030-C029 C030 C029 8 257.33 0.0035 0.052 1.35 0.15 0.23 C031-C030 C031 C030 8 43.34 0.1324 0.048 4.76 0.06 0.09 C032-C031 C032 C031 8 143.13 0.0037 0.042 1.30 0.13 0.20 C033-C032 C033 C032 8 109.37 0.0038 0.041 1.30 0.13 0.20 C034-C033 C034 C033 8 172.49 0.0035 0.040 1.25 0.13 0.20 C035-C034 C035 C034 8 166.57 0.0036 0.038 1.25 0.13 0.19 C036-C035 C036 C035 8 237.82 0.0037 0.031 1.18 0.12 0.17 C037-C026 C037 C026 10 210.25 0.0017 0.006 0.53 0.06 0.07 C038-C027 C038 C027 8 268.21 0.0035 0.013 0.90 0.08 0.11 C039-C028 C039 C028 8 265.19 0.0036 0.023 1.07 0.10 0.15 C040-C029 C040 C029 8 271.91 0.0027 0.041 1.16 0.14 0.21 C041-C031 C041 C031 8 329.44 0.0056 0.007 0.86 0.05 0.07 C042-C041 C042 C041 8 149.57 0.0067 0.003 0.73 0.03 0.05 C043-C029 C043 C029 8 251.52 0.0084 0.002 0.73 0.03 0.04 C044-C030 C044 C030 8 211.72 0.0100 0.003 0.86 0.03 0.05 C045-C035 C045 C035 8 204.04 0.0064 0.005 0.85 0.04 0.07 C046-C047 C046 C047 8 308.01 0.0015 0.021 0.77 0.12 0.18 C047-C048 C047 C048 8 39.28 0.0214 0.032 2.21 0.08 0.11 C048-D014 C048 D014 8 348.69 0.0024 0.032 1.03 0.13 0.19 C049-C045 C049 C045 8 40.09 0.0055 0.004 0.74 0.04 0.06 C051-C011 C051 C011 8 156.72 0.0047 0.008 0.85 0.06 0.08 C052-C024 C052 C024 8 241.48 0.0039 0.011 0.88 0.07 0.10 C053-C052 C053 C052 8 295.90 0.0072 0.006 0.91 0.04 0.07 C054-C052 C054 C052 8 141.95 0.0039 0.002 0.54 0.03 0.05 C055-C024 C055 C024 8 139.43 0.0040 0.004 0.67 0.04 0.07 C056-C046 C056 C046 8 184.19 0.0005 0.007 0.37 0.09 0.14 C057-I051 C057 I051 12 314.01 0.0023 0.002 0.44 0.03 0.03 C058-C057 C058 C057 12 8.29 0.0084 0.000 0.00 0.00 0.00 C800-C017 C800 C017 12 113.47 0.0015 0.234 1.48 0.35 0.35 C806-C037 C806 C037 8 324.10 0.0013 0.005 0.47 0.06 0.09 C809-C038 C809 C038 8 265.63 0.0037 0.010 0.85 0.07 0.10 C812-C039 C812 C039 8 267.35 0.0036 0.020 1.04 0.09 0.14 C813-C040 C813 C040 8 263.35 0.0029 0.038 1.15 0.14 0.20 D001-C006 D001 C006 12 304.59 0.0040 0.088 1.59 0.17 0.17 D002-D090 D002 D090 10 83.50 0.0020 0.000 0.00 0.00 0.00 D003-D002 D003 D002 10 254.66 0.0020 0.000 0.00 0.00 0.00 D004-D091 D004 D091 10 260.32 0.0022 0.141 1.49 0.26 0.31 D005-D004 D005 D004 10 330.67 0.0021 0.141 1.48 0.26 0.32 D006-D005 D006 D005 10 342.70 0.0020 0.141 1.44 0.27 0.32 D007-D006 D007 D006 10 329.85 0.0020 0.015 0.74 0.09 0.10 Appendix 3 - Capacity Analysis - Model Results 2
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Existing Peak Dry Weather Flow (PDWF) Scenario D008-D007 D008 D007 10 141.22 0.0019 0.013 0.71 0.08 0.10 D009-D008 D009 D008 10 183.07 0.0021 0.002 0.43 0.04 0.04 D010-D009 D010 D009 10 332.49 0.0020 0.002 0.43 0.04 0.04 D011-D001 D011 D001 10 291.10 0.0025 0.009 0.69 0.07 0.08 D012-D011 D012 D011 10 286.24 0.0025 0.000 0.00 0.00 0.00 D012-D098 D012 D098 10 293.36 0.0036 0.079 1.50 0.17 0.21 D013-D012 D013 D012 10 248.54 0.0026 0.051 1.18 0.15 0.18 D014-D013 D014 D013 10 247.66 0.0025 0.049 1.15 0.15 0.18 D015-D014 D015 D014 10 287.62 0.0025 0.013 0.78 0.08 0.10 D016-D015 D016 D015 10 291.68 0.0025 0.010 0.72 0.07 0.08 D018-D031 D018 D031 15 404.98 0.0011 0.682 1.76 0.61 0.49 D020-D018 D020 D018 15 395.03 0.0020 0.676 2.18 0.52 0.41 D021-D020 D021 D020 15 434.75 0.0018 0.675 2.10 0.53 0.42 D022A-D022 D022A D022 12 297.71 0.0067 0.574 3.26 0.38 0.38 D022-D021 D022 D021 15 388.37 0.0021 0.667 2.21 0.51 0.40 D023-D016 D023 D016 8 107.86 0.0045 0.007 0.80 0.05 0.08 D024-D023 D024 D023 10 325.46 0.0020 0.007 0.58 0.06 0.07 D025-D022 D025 D022 8 24.54 0.1663 0.090 6.22 0.08 0.12 D025-D023 D025 D023 8 12.47 0.0024 0.000 0.00 0.00 0.00 D026-D025 D026 D025 8 255.56 0.0026 0.090 1.43 0.22 0.32 D027A-D026 D027A D026 8 79.62 0.0069 0.087 2.01 0.16 0.25 D027-D027A D027 D027A 8 169.81 0.0032 0.087 1.52 0.20 0.30 D028-D027 D028 D027 8 218.28 0.0041 0.075 1.60 0.17 0.26 D029-D028 D029 D028 8 153.07 0.0018 0.066 1.15 0.20 0.30 D030-D029 D030 D029 8 273.60 0.0024 0.060 1.24 0.18 0.27 D031-C009 D031 C009 15 118.99 0.0075 1.212 4.11 0.50 0.40 D032-D031 D032 D031 15 325.61 0.0020 0.528 2.04 0.45 0.36 D033-D032 D033 D032 12 248.97 0.0020 0.332 1.82 0.39 0.39 D034-D033 D034 D033 12 340.84 0.0020 0.332 1.81 0.39 0.39 D035-D034 D035 D034 12 331.40 0.0021 0.332 1.83 0.39 0.39 D036-D035 D036 D035 12 478.18 0.0020 0.326 1.81 0.39 0.39 D037-D036 D037 D036 12 427.81 0.0020 0.324 1.80 0.38 0.38 D038-D032 D038 D032 8 150.39 0.0091 0.054 1.92 0.12 0.18 D039-D038 D039 D038 8 223.98 0.0040 0.047 1.39 0.14 0.21 D040-D039 D040 D039 8 217.89 0.0017 0.037 0.95 0.15 0.23 D041-D040 D041 D040 8 217.47 0.0032 0.031 1.13 0.12 0.18 D042-D041 D042 D041 8 140.39 0.0034 0.027 1.11 0.11 0.16 D043-D042 D043 D042 8 206.59 0.0039 0.027 1.16 0.11 0.16 D044-D043 D044 D043 8 24.37 0.0189 0.015 1.69 0.05 0.08 D045-D038 D045 D038 6 342.74 0.0199 0.006 1.38 0.04 0.08 D046-D006 D046 D006 8 101.71 0.0286 0.126 3.70 0.14 0.21 D047-D046 D047 D046 8 59.27 0.0034 0.126 1.72 0.24 0.36 D048-D047 D048 D047 8 274.19 0.0032 0.096 1.56 0.21 0.32 D049-D048 D049 D048 8 59.50 0.0032 0.089 1.54 0.20 0.30 D050-D049 D050 D049 8 290.24 0.0032 0.078 1.48 0.19 0.28 D051-D050 D051 D050 8 37.51 0.0032 0.056 1.35 0.16 0.24 D052-D051 D052 D051 8 166.67 0.0031 0.034 1.15 0.13 0.19 D053-D052 D053 D052 8 195.64 0.0041 0.033 1.25 0.12 0.17 D054-D053 D054 D053 8 346.91 0.0032 0.011 0.84 0.07 0.11 D055-D054 D055 D054 8 349.45 0.0033 0.007 0.73 0.06 0.09 D056-D055 D056 D055 8 353.38 0.0031 0.004 0.59 0.04 0.07 D057-D050 D057 D050 8 252.07 0.0024 0.020 0.90 0.10 0.16 D058-D057 D058 D057 8 263.26 0.0024 0.018 0.86 0.10 0.15 D059-D058 D059 D058 8 263.11 0.0024 0.013 0.79 0.08 0.13 D060-D059 D060 D059 8 263.54 0.0024 0.009 0.70 0.07 0.10 D061-D060 D061 D060 8 309.54 0.0032 0.003 0.57 0.04 0.06 Appendix 3 - Capacity Analysis - Model Results 3
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Existing Peak Dry Weather Flow (PDWF) Scenario D062-D047 D062 D047 8 239.89 0.0033 0.027 1.10 0.11 0.17 D063-D062 D063 D062 8 259.25 0.0031 0.011 0.83 0.07 0.11 D064-D049 D064 D049 8 177.14 0.0031 0.012 0.84 0.07 0.11 D065-D064 D065 D064 8 198.08 0.0032 0.007 0.74 0.06 0.09 D067-D051 D067 D051 8 251.85 0.0031 0.022 1.02 0.10 0.15 D068-D067 D068 D067 8 255.94 0.0032 0.022 1.02 0.10 0.15 D069-D070 D069 D070 8 269.63 0.0020 0.013 0.73 0.09 0.13 D070-D071 D070 D071 8 254.91 0.0020 0.017 0.80 0.10 0.15 D071-D072 D071 D072 8 257.29 0.0020 0.019 0.84 0.11 0.16 D072-D073 D072 D073 8 209.73 0.0020 0.023 0.88 0.12 0.17 D073-D074 D073 D074 8 264.21 0.0020 0.036 1.00 0.15 0.22 D074-D030 D074 D030 8 81.80 0.0006 0.051 0.72 0.23 0.35 D075-D074 D075 D074 8 228.15 0.0024 0.011 0.75 0.08 0.12 D081-D073 D081 D073 8 184.78 0.0025 0.013 0.81 0.08 0.13 D082-D081 D082 D081 8 255.40 0.0020 0.011 0.72 0.08 0.12 D083-D082 D083 D082 8 256.66 0.0020 0.009 0.65 0.07 0.11 D084-D083 D084 D083 8 256.91 0.0036 0.006 0.73 0.05 0.08 D085-D084 D085 D084 8 250.72 0.0024 0.003 0.49 0.04 0.06 D086-D008 D086 D008 8 246.07 0.0040 0.009 0.86 0.06 0.10 D086-D008A D008A D008 8 185.17 0.0231 0.001 0.87 0.02 0.03 D087-D086 D087 D086 8 305.42 0.0040 0.007 0.77 0.05 0.08 D090-D001 D090 D001 8 17.57 0.0023 0.079 1.31 0.21 0.31 D091-D003 D091 D003 10 69.11 0.0007 0.000 0.00 0.00 0.00 D091-D032 D091 D032 10 8.94 0.0022 0.141 1.51 0.26 0.31 D092-D074 D092 D074 8 334.36 0.0024 0.003 0.52 0.04 0.07 D093-D059 D093 D059 8 158.00 0.0032 0.003 0.55 0.04 0.06 D094-D058 D094 D058 8 158.90 0.0032 0.003 0.55 0.04 0.06 D095-D057 D095 D057 8 159.26 0.0032 0.003 0.55 0.04 0.06 D096-D071 D096 D071 8 158.64 0.0183 0.003 0.98 0.02 0.04 D097-D070 D097 D070 8 155.79 0.0115 0.003 0.84 0.03 0.04 D098-D090 D098 D090 10 301.60 0.0022 0.079 1.27 0.19 0.23 E001-D010 E001 D010 10 316.10 0.0021 0.000 0.00 0.00 0.00 E001-E003 E001 E003 10 10.42 0.1344 0.036 4.25 0.05 0.06 E002-E001 E002 E001 8 39.33 0.0036 0.015 0.94 0.08 0.12 E003-D037 E003 D037 12 409.94 0.0021 0.315 1.81 0.38 0.38 E005A-E003 E005A E003 12 507.10 0.0041 0.269 2.21 0.29 0.29 E005-E005A E005 E005A 8 17.20 0.0279 0.196 4.17 0.17 0.26 E006-E005 E006 E005 8 286.15 0.0024 0.193 1.71 0.33 0.50 E007-E006 E007 E006 8 286.09 0.0024 0.179 1.67 0.32 0.48 E008-E007 E008 E007 8 283.56 0.0021 0.179 1.58 0.33 0.50 E009-E008 E009 E008 8 17.82 0.0067 0.073 1.89 0.15 0.23 E010-E009 E010 E009 8 168.63 0.0018 0.073 1.18 0.21 0.32 E011-E010 E011 E010 8 15.83 0.0030 0.022 1.00 0.10 0.15 E012-E011 E012 E011 8 317.97 0.0024 0.022 0.93 0.11 0.16 E013-E012 E013 E012 8 309.59 0.0032 0.013 0.88 0.08 0.12 E014-E013 E014 E013 8 202.26 0.0193 0.005 1.19 0.03 0.05 E015-E005A E015 E005A 8 305.23 0.0082 0.068 1.98 0.14 0.21 E016-E015 E016 E015 8 306.48 0.0025 0.061 1.26 0.18 0.27 E017-E016 E017 E016 8 241.83 0.0022 0.052 1.15 0.17 0.25 E018-E017 E018 E017 8 192.34 0.0024 0.012 0.77 0.08 0.12 E019-E018 E019 E018 8 271.24 0.0024 0.010 0.74 0.08 0.11 E020-E019 E020 E019 8 269.46 0.0024 0.009 0.71 0.07 0.11 E021-E020 E021 E020 8 258.84 0.0029 0.007 0.71 0.06 0.09 E022-E021 E022 E021 8 309.40 0.0024 0.003 0.49 0.04 0.06 E023-E021 E023 E021 8 298.27 0.0024 0.003 0.51 0.04 0.06 E024-E023 E024 E023 8 175.78 0.0024 0.001 0.38 0.03 0.04 Appendix 3 - Capacity Analysis - Model Results 4
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Existing Peak Dry Weather Flow (PDWF) Scenario E026-D060 E026 D060 8 263.25 0.0024 0.004 0.56 0.05 0.07 E027-E026 E027 E026 8 255.02 0.0024 0.003 0.50 0.04 0.06 E028-E027 E028 E027 8 248.27 0.0024 0.001 0.41 0.03 0.04 E029-D069 E029 D069 8 273.09 0.0023 0.011 0.73 0.08 0.11 E030-E029 E030 E029 8 265.12 0.0028 0.009 0.74 0.07 0.10 E031-E017 E031 E017 8 181.74 0.0037 0.013 0.92 0.08 0.11 E032-E031 E032 E031 8 68.05 0.0035 0.012 0.87 0.07 0.11 E033-E032 E033 E032 8 98.89 0.0023 0.001 0.38 0.03 0.04 E034-E032 E034 E032 8 354.07 0.0024 0.010 0.73 0.08 0.11 E035-E034 E035 E034 8 345.39 0.0024 0.008 0.68 0.06 0.10 E036-E035 E036 E035 8 202.77 0.0024 0.003 0.51 0.04 0.06 E037-E017 E037 E017 8 227.30 0.0023 0.026 0.96 0.12 0.18 E038-E037 E038 E037 8 299.86 0.0024 0.014 0.81 0.09 0.13 E039-E038 E039 E038 8 299.65 0.0024 0.011 0.75 0.08 0.12 E040-E039 E040 E039 8 299.48 0.0021 0.008 0.64 0.07 0.10 E041-E040 E041 E040 8 303.30 0.0027 0.004 0.58 0.05 0.07 E042-E041 E042 E041 8 139.42 0.0025 0.001 0.38 0.03 0.04 E043-E037 E043 E037 8 230.96 0.0076 0.008 1.03 0.05 0.08 E044-E043 E044 E043 8 349.56 0.0024 0.004 0.55 0.05 0.07 E045-E044 E045 E044 8 203.86 0.0024 0.001 0.34 0.02 0.03 E046-E016 E046 E016 8 347.94 0.0024 0.007 0.65 0.06 0.09 E047-E046 E047 E046 8 111.30 0.0023 0.003 0.52 0.04 0.07 E048-E015 E048 E015 8 343.93 0.0102 0.007 1.08 0.04 0.07 E049-E048 E049 E048 8 105.88 0.0025 0.003 0.52 0.04 0.06 E050-E002 E050 E002 8 350.45 0.0034 0.015 0.93 0.08 0.12 E051-E050 E051 E050 8 151.23 0.0040 0.011 0.90 0.07 0.10 E052-E008 E052 E008 8 168.78 0.0010 0.106 1.06 0.30 0.46 E054-E810 E054 E810 8 258.33 0.0020 0.029 0.94 0.13 0.20 E055-E054 E055 E054 8 363.76 0.0024 0.013 0.79 0.08 0.13 E056-E055 E056 E055 8 359.81 0.0024 0.010 0.74 0.07 0.11 E057-E056 E057 E056 8 363.34 0.0024 0.006 0.62 0.06 0.09 E058-E054 E058 E054 8 268.53 0.0020 0.014 0.76 0.09 0.14 E059-E058 E059 E058 8 360.76 0.0020 0.011 0.70 0.08 0.12 E060-E059 E060 E059 8 360.38 0.0020 0.009 0.65 0.07 0.11 E061-E060 E061 E060 8 364.40 0.0020 0.004 0.53 0.05 0.08 E801-E030 E801 E030 8 267.27 0.0020 0.008 0.63 0.07 0.10 E806-E052 E806 E052 8 24.49 0.0010 0.074 0.95 0.25 0.38 E807-E806 E807 E806 8 187.08 0.0008 0.074 0.88 0.27 0.40 E808A-E807 E808A E807 8 358.79 0.0011 0.074 0.98 0.25 0.37 E808-E808A E808 E808A 8 131.23 0.0010 0.074 0.97 0.25 0.37 E809-E808 E809 E808 8 255.48 0.0011 0.060 0.94 0.22 0.33 E810-E809 E810 E809 8 261.87 0.0011 0.033 0.78 0.16 0.24 E811-E810 E811 E810 8 348.96 0.0024 0.004 0.55 0.05 0.07 E812-E811 E812 E811 8 255.53 0.0024 0.002 0.46 0.04 0.06 E833-E058 E833 E058 8 119.97 0.0021 0.001 0.35 0.03 0.04 F002-F001 F002 F001 21 8.05 0.2473 0.020 3.89 0.03 0.02 F003-F002 F003 F002 15 349.22 0.0031 0.020 0.89 0.08 0.07 F004-F003 F004 F003 15 357.41 0.0047 0.005 0.69 0.04 0.03 F005-F004 F005 F004 15 351.22 0.0047 0.005 0.69 0.04 0.03 F006-F800 F006 F800 8 418.39 0.0050 0.022 1.19 0.09 0.14 F007-F006 F007 F006 8 83.80 0.0075 0.022 1.38 0.08 0.12 F008-F007 F008 F007 8 335.84 0.0052 0.012 1.00 0.07 0.10 F009-F008 F009 F008 8 328.78 0.0015 0.005 0.50 0.06 0.09 F011-F001 F011 F001 8 46.69 0.0291 0.012 1.82 0.04 0.07 G001-G001A G001 G001A 8 216.66 0.0027 0.032 1.08 0.13 0.19 G002-G001 G002 G001 8 191.60 0.0020 0.011 0.70 0.08 0.12 Appendix 3 - Capacity Analysis - Model Results 5
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Existing Peak Dry Weather Flow (PDWF) Scenario G003-G002 G003 G002 8 164.47 0.0020 0.008 0.64 0.07 0.11 G004-G003 G004 G003 8 281.87 0.0020 0.005 0.55 0.05 0.08 G005-G004 G005 G004 8 298.34 0.0020 0.005 0.55 0.05 0.08 G006-G005 G006 G005 8 169.64 0.0020 0.001 0.38 0.03 0.05 G007-G012 G007 G012 8 134.80 0.0040 0.001 0.46 0.02 0.04 G008-G001 G008 G001 8 106.31 0.0029 0.021 0.97 0.10 0.15 G009-G008 G009 G008 8 321.87 0.0023 0.017 0.84 0.10 0.15 G010-G009 G010 G009 8 245.00 0.0020 0.015 0.78 0.09 0.14 G011-G010 G011 G010 8 261.41 0.0020 0.012 0.71 0.08 0.13 G012-G011 G012 G011 8 88.58 0.0019 0.010 0.66 0.08 0.11 G013-G012 G013 G012 8 327.73 0.0020 0.008 0.65 0.07 0.11 G014-G013 G014 G013 8 328.54 0.0020 0.005 0.56 0.06 0.08 G015-G009 G015 G009 8 196.50 0.0039 0.002 0.54 0.03 0.05 G016-G008 G016 G008 8 33.09 0.0181 0.001 0.72 0.02 0.02 G801-G014 G801 G014 8 121.87 0.0021 0.002 0.41 0.03 0.05 H010-H002 H010 H002 12 11.95 0.1163 0.381 8.01 0.15 0.15 H011-H010 H011 H010 10 298.95 0.0020 0.171 1.52 0.30 0.36 H013-H011 H013 H011 10 285.32 0.0019 0.167 1.49 0.30 0.36 H015-H013 H015 H013 10 288.22 0.0016 0.165 1.38 0.31 0.37 H016-H015 H016 H015 10 342.70 0.0018 0.162 1.45 0.30 0.35 H017-H016 H017 H016 10 189.85 0.0020 0.162 1.49 0.29 0.35 H018-H017 H018 H017 10 163.53 0.0020 0.153 1.49 0.28 0.33 H019A-H018 H019A H018 10 105.19 0.0021 0.142 1.48 0.27 0.32 H019-H019A H019 H019A 10 244.75 0.0020 0.142 1.46 0.27 0.32 H020-H019 H020 H019 10 349.29 0.0020 0.142 1.45 0.27 0.32 H021-H020 H021 H020 10 75.24 0.0021 0.142 1.46 0.27 0.32 H022-H021 H022 H021 10 72.48 0.0017 0.131 1.33 0.27 0.32 H023-H010 H023 H010 8 62.07 0.0169 0.210 3.56 0.21 0.31 H024-H023 H024 H023 8 558.60 0.0163 0.111 2.92 0.15 0.22 H024-H025 H024 H025 10 245.01 0.0018 0.037 0.94 0.14 0.17 H025-H026 H025 H026 10 260.18 0.0012 0.037 0.81 0.16 0.19 H026-H027 H026 H027 10 279.48 0.0012 0.040 0.83 0.16 0.19 H027-H028 H027 H028 10 112.54 0.0013 0.048 0.92 0.17 0.21 H028-H029 H028 H029 10 257.18 0.0017 0.109 1.28 0.24 0.29 H029-H030 H029 H030 10 368.36 0.0012 0.120 1.16 0.28 0.34 H030-H031 H030 H031 10 371.57 0.0012 0.125 1.16 0.29 0.35 H031-I012 H031 I012 10 217.20 0.0018 0.127 1.36 0.26 0.31 H037-H105 H037 H105 10 143.48 0.0012 0.134 1.18 0.30 0.36 H038-H037 H038 H037 8 255.33 0.0020 0.007 0.60 0.06 0.10 H039-H038 H039 H038 8 221.94 0.0023 0.003 0.50 0.04 0.07 H040-H037 H040 H037 10 176.19 0.0013 0.126 1.18 0.28 0.34 H041-H040 H041 H040 10 180.57 0.0011 0.124 1.12 0.29 0.35 H042-H041 H042 H041 10 208.95 0.0013 0.121 1.19 0.28 0.33 H043-H042 H043 H042 10 348.08 0.0012 0.120 1.15 0.28 0.34 H044-H043 H044 H043 8 263.66 0.0024 0.017 0.85 0.09 0.14 H045-H044 H045 H044 8 105.25 0.0025 0.013 0.79 0.08 0.12 H046-H045 H046 H045 8 185.11 0.0024 0.011 0.74 0.08 0.12 H047-H046 H047 H046 8 256.71 0.0024 0.007 0.65 0.06 0.09 H048-H047 H048 H047 8 257.07 0.0024 0.005 0.58 0.05 0.08 H049-H048 H049 H048 8 76.99 0.0025 0.001 0.32 0.02 0.03 H050-H043 H050 H043 10 370.83 0.0012 0.100 1.09 0.26 0.31 H051-H050 H051 H050 10 173.91 0.0012 0.068 0.98 0.21 0.25 H052-H051 H052 H051 8 31.75 0.0025 0.067 1.30 0.19 0.28 H053-H052 H053 H052 8 367.94 0.0049 0.012 0.98 0.07 0.10 H054-H053 H054 H053 8 349.15 0.0024 0.008 0.69 0.07 0.10 H055-H054 H055 H054 8 356.63 0.0024 0.005 0.59 0.05 0.08 Appendix 3 - Capacity Analysis - Model Results 6
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Existing Peak Dry Weather Flow (PDWF) Scenario H056-H050 H056 H050 8 120.40 0.0098 0.027 1.61 0.09 0.13 H057-H056 H057 H056 8 111.24 0.0058 0.027 1.34 0.10 0.15 H058-H057 H058 H057 8 202.28 0.0042 0.004 0.65 0.04 0.06 H059-H058 H059 H058 8 156.47 0.0025 0.002 0.46 0.03 0.05 H060-H044 H060 H044 8 295.35 0.0040 0.003 0.61 0.04 0.06 H061-H045 H061 H045 8 102.73 0.0024 0.002 0.44 0.03 0.05 H062-H046 H062 H046 8 154.62 0.0041 0.003 0.59 0.03 0.05 H063-H047 H063 H047 8 140.27 0.0040 0.002 0.57 0.03 0.05 H064-H048 H064 H048 8 139.81 0.0040 0.002 0.57 0.03 0.05 H065-H106 H065 H106 10 180.62 0.0013 0.055 0.94 0.19 0.22 H066-H065 H066 H065 8 250.93 0.0072 0.016 1.22 0.07 0.11 H067-H066 H067 H066 8 348.08 0.0024 0.013 0.79 0.08 0.12 H068A-H068 H068A H068 8 251.25 0.0024 0.003 0.53 0.04 0.07 H068B-H068A H068B H068A 8 465.67 0.0060 0.002 0.66 0.03 0.05 H068-H067 H068 H067 8 312.25 0.0024 0.011 0.75 0.08 0.12 H069-H068 H069 H068 8 389.36 0.0042 0.004 0.68 0.04 0.06 H070-H065 H070 H065 8 71.63 0.0020 0.039 1.02 0.15 0.23 H071-H070 H071 H070 8 244.58 0.0020 0.036 1.00 0.14 0.22 H072-H071 H072 H071 8 327.00 0.0020 0.028 0.94 0.13 0.19 H073-H072 H073 H072 8 259.59 0.0018 0.024 0.86 0.12 0.18 H074-H073 H074 H073 8 251.92 0.0023 0.012 0.76 0.08 0.12 H075-H074 H075 H074 8 179.86 0.0026 0.008 0.71 0.07 0.10 H076-H075 H076 H075 8 270.02 0.0060 0.005 0.80 0.04 0.06 H077-H076 H077 H076 8 140.40 0.0061 0.001 0.50 0.02 0.03 H078-H075 H078 H075 8 281.19 0.0023 0.004 0.53 0.05 0.07 H079-H076 H079 H076 8 143.56 0.0100 0.002 0.78 0.03 0.04 H080-H071 H080 H071 8 224.74 0.0020 0.005 0.54 0.05 0.08 H081-H080 H081 H080 8 260.17 0.0024 0.004 0.54 0.05 0.07 H082-H073 H082 H073 8 329.25 0.0024 0.005 0.58 0.05 0.08 H083-B021 H083 B021 8 54.69 0.0035 0.059 1.40 0.16 0.24 H084-H083 H084 H083 8 227.00 0.0030 0.047 1.24 0.15 0.22 H085-H084 H085 H084 8 193.57 0.0024 0.045 1.15 0.15 0.23 H086-H085 H086 H085 8 21.87 0.0018 0.044 1.02 0.16 0.24 H087-H086 H087 H086 8 208.71 0.0024 0.030 1.01 0.13 0.19 H088-H087 H088 H087 8 122.13 0.0024 0.028 1.00 0.12 0.18 H089-H088 H089 H088 8 107.80 0.0022 0.027 0.96 0.12 0.18 H090-H089 H090 H089 8 77.79 0.0015 0.024 0.81 0.13 0.19 H091-H090 H091 H090 8 27.03 0.0037 0.018 1.00 0.09 0.13 H092-H091 H092 H091 8 203.17 0.0024 0.018 0.86 0.10 0.15 H093-B023 H093 B023 8 400.45 0.0042 0.014 0.99 0.08 0.11 H094-H093 H094 H093 8 399.49 0.0038 0.007 0.78 0.06 0.09 H095-B026A H095 B026A 8 153.64 0.0043 0.003 0.61 0.04 0.05 H096-H095 H096 H095 8 85.04 0.0025 0.003 0.50 0.04 0.06 H097-B003 H097 B003 8 373.62 0.0024 0.011 0.74 0.08 0.12 H098-H097 H098 H097 8 166.59 0.0024 0.003 0.49 0.04 0.06 H099-H097 H099 H097 8 267.45 0.0151 0.005 1.11 0.03 0.05 H100-H099 H100 H099 8 148.76 0.0176 0.001 0.69 0.01 0.02 H101-H074 H101 H074 8 224.48 0.0020 0.002 0.44 0.04 0.06 H102-B001 H102 B001 8 198.54 0.0060 0.002 0.65 0.03 0.05 H103-H099 H103 H099 8 165.05 0.0070 0.003 0.75 0.03 0.05 H105-H024 H105 H024 10 300.94 0.0013 0.137 1.24 0.29 0.35 H106-H052 H106 H052 10 141.56 0.0011 0.055 0.90 0.19 0.23 H107-B005 H107 B005 8 284.80 0.0051 0.002 0.62 0.03 0.05 I001-I018 I001 I018 21 12.41 0.0073 0.850 3.57 0.37 0.21 I002-I001 I002 I001 12 343.56 0.0020 0.040 0.99 0.13 0.13 I003-I002 I003 I002 12 300.48 0.0020 0.040 0.98 0.14 0.14 Appendix 3 - Capacity Analysis - Model Results 7
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Existing Peak Dry Weather Flow (PDWF) Scenario I004-I003 I004 I003 12 351.75 0.0029 0.040 1.13 0.12 0.12 I005-I004 I005 I004 12 323.79 0.0020 0.028 0.88 0.11 0.11 I006-I005 I006 I005 12 4.86 0.0021 0.013 0.71 0.08 0.08 I007-I006 I007 I006 12 324.77 0.0020 0.013 0.71 0.08 0.08 I008-I007 I008 I007 12 135.46 0.0018 0.003 0.43 0.04 0.04 I009-I008 I009 I008 12 184.21 0.0021 0.000 0.00 0.00 0.00 I009-I023 I009 I023 12 10.72 0.0028 0.226 1.84 0.29 0.29 I010-I023 I010 I023 21 14.45 0.0021 1.361 2.61 0.65 0.37 I011-I010 I011 I010 10 330.03 0.0037 0.024 1.07 0.10 0.11 I012-I001 I012 I001 15 8.49 -0.0059 0.810 1.02 1.25 1.00 I013-I012 I013 I012 15 343.95 0.0017 0.683 2.06 0.55 0.44 I014-I013 I014 I013 15 351.61 0.0017 0.618 2.00 0.52 0.41 I015-I014 I015 I014 15 69.58 0.0017 0.618 2.01 0.51 0.41 I016A-I016 I016A I016 15 350.07 0.0015 0.603 1.89 0.53 0.42 I016B-I016A I016B I016A 15 68.68 0.0015 0.603 1.87 0.53 0.43 I016-I015 I016 I015 15 278.72 0.0015 0.603 1.90 0.53 0.42 I017A-I017 I017A I017 15 288.74 0.0015 0.499 1.81 0.47 0.38 I017B-I016B I017B I016B 15 248.61 0.0015 0.603 1.89 0.53 0.42 I017-I017B I017 I017B 15 322.02 0.0015 0.603 1.90 0.53 0.42 I019-I018 I019 I018 24 534.85 0.0015 2.325 2.67 0.89 0.44 I020-I019 I020 I019 24 460.59 0.0013 2.325 2.52 0.93 0.46 I021-I006 I021 I006 12 11.22 0.0006 0.000 0.00 0.00 0.00 I021-I020 I021 I020 24 329.35 0.0018 2.310 2.81 0.85 0.42 I022-I021 I022 I021 21 458.96 0.0014 2.083 2.55 0.91 0.52 I023-I022 I023 I022 21 185.80 0.0014 2.053 2.51 0.91 0.52 I024-I023 I024 I023 12 411.81 0.0036 0.466 2.47 0.40 0.40 I025-I004 I025 I004 8 318.34 0.0024 0.012 0.78 0.08 0.12 I026-I025 I026 I025 8 331.20 0.0024 0.007 0.64 0.06 0.09 I027-I026 I027 I026 8 341.53 0.0024 0.005 0.59 0.05 0.08 I028-I027 I028 I027 8 125.19 0.0090 0.003 0.80 0.03 0.05 I029-I005 I029 I005 8 316.51 0.0024 0.015 0.82 0.09 0.13 I030-I029 I030 I029 8 329.03 0.0024 0.011 0.75 0.08 0.12 I031-I030 I031 I030 8 330.33 0.0024 0.007 0.65 0.06 0.09 I032-I031 I032 I031 8 202.53 0.0024 0.003 0.50 0.04 0.06 I033-I007 I033 I007 8 314.33 0.0024 0.011 0.74 0.08 0.11 I034-I033 I034 I033 8 329.41 0.0024 0.011 0.74 0.08 0.11 I035-I034 I035 I034 8 331.58 0.0024 0.007 0.65 0.06 0.09 I036-I035 I036 I035 8 265.34 0.0023 0.004 0.53 0.05 0.07 I037-I009 I037 I009 12 314.91 0.0013 0.223 1.39 0.35 0.35 I038-I037 I038 I037 12 336.29 0.0022 0.222 1.68 0.31 0.31 I039-I038 I039 I038 12 325.20 0.0019 0.220 1.58 0.32 0.32 I040-I039 I040 I039 12 255.16 0.0018 0.218 1.57 0.32 0.32 I041-I040 I041 I040 12 405.24 0.0018 0.217 1.55 0.32 0.32 I042-I041 I042 I041 12 59.91 0.0024 0.217 1.72 0.30 0.30 I043-I042 I043 I042 12 273.24 0.0024 0.168 1.60 0.26 0.26 I044-I043 I044 I043 12 317.06 0.0012 0.166 1.23 0.31 0.31 I045-I009 I045 I009 12 300.87 0.0021 0.002 0.42 0.04 0.04 I046-I045 I046 I045 12 309.89 0.0021 0.002 0.43 0.03 0.03 I047-I046 I047 I046 12 326.42 0.0020 0.002 0.42 0.04 0.04 I048-I047 I048 I047 12 273.76 0.0024 0.002 0.45 0.03 0.03 I049-I048 I049 I048 12 411.14 0.0016 0.002 0.38 0.04 0.04 I050-I049 I050 I049 12 342.23 0.0020 0.002 0.42 0.04 0.04 I051-I050 I051 I050 12 329.16 0.0019 0.002 0.41 0.04 0.04 I052-I042 I052 I042 8 89.58 0.0036 0.049 1.34 0.15 0.22 I053-I052 I053 I052 8 157.22 0.0024 0.049 1.16 0.16 0.24 I054-I053 I054 I053 8 365.30 0.0024 0.008 0.69 0.07 0.10 Appendix 3 - Capacity Analysis - Model Results 8
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Existing Peak Dry Weather Flow (PDWF) Scenario I055-I054 I055 I054 8 197.30 0.0024 0.005 0.60 0.05 0.08 I056-I055 I056 I055 8 157.27 0.0024 0.003 0.48 0.04 0.06 I057-I056 I057 I056 8 121.50 0.0040 0.003 0.58 0.03 0.05 I058-I053 I058 I053 8 143.04 0.0024 0.035 1.06 0.14 0.20 I059-I058 I059 I058 8 206.48 0.0025 0.031 1.03 0.13 0.19 I060-I059 I060 I059 8 40.25 0.0025 0.029 1.02 0.12 0.19 I061-I060 I061 I060 8 112.20 0.0023 0.028 0.98 0.12 0.18 I062-I061 I062 I061 8 42.83 0.0210 0.028 2.11 0.07 0.11 I063-I062 I063 I062 8 124.59 0.0023 0.026 0.96 0.12 0.18 I064-I063 I064 I063 8 28.31 0.0035 0.026 1.11 0.11 0.16 I065-I064 I065 I064 8 110.72 0.0024 0.023 0.94 0.11 0.16 I066-I065 I066 I065 8 239.17 0.0024 0.019 0.88 0.10 0.15 I067-I066 I067 I066 8 200.61 0.0024 0.010 0.74 0.07 0.11 I068-I067 I068 I067 8 287.48 0.0039 0.004 0.63 0.04 0.06 I069-I054 I069 I054 8 149.46 0.0040 0.003 0.62 0.04 0.06 I070-I055 I070 I055 8 106.00 0.0040 0.003 0.57 0.03 0.05 I071-I058 I071 I058 8 16.37 0.0024 0.002 0.41 0.03 0.05 I072-I059 I072 I059 8 75.20 0.0024 0.001 0.40 0.03 0.04 I073-I066 I073 I066 8 185.87 0.0040 0.005 0.72 0.05 0.07 I074-I073 I074 I073 8 62.76 0.0024 0.003 0.53 0.04 0.07 I075-I073 I075 I073 8 69.34 0.0025 0.002 0.45 0.03 0.05 I076-I067 I076 I067 8 142.84 0.0037 0.003 0.62 0.04 0.06 I077-I076 I077 I076 8 66.32 0.0047 0.003 0.67 0.04 0.06 I078-I104 I078 I104 8 190.95 0.0036 0.116 1.73 0.23 0.34 I079-I078 I079 I078 8 241.08 0.0036 0.116 1.72 0.23 0.34 I080-I079 I080 I079 8 306.02 0.0115 0.018 1.51 0.07 0.10 I081-I080 I081 I080 8 304.94 0.0031 0.014 0.88 0.08 0.12 I082-I081 I082 I081 8 349.48 0.0037 0.011 0.86 0.07 0.10 I083-I082 I083 I082 8 197.65 0.0084 0.006 0.99 0.04 0.07 I084-I011 I084 I011 8 315.30 0.0036 0.010 0.84 0.07 0.10 I085-I084 I085 I084 8 330.76 0.0036 0.007 0.75 0.06 0.09 I086-I085 I086 I085 8 256.16 0.0036 0.003 0.61 0.04 0.06 I087-I013 I087 I013 8 45.32 0.0040 0.046 1.37 0.14 0.21 I088-I087 I088 I087 8 60.16 0.0815 0.046 3.97 0.07 0.10 I089-I088 I089 I088 8 191.60 0.0041 0.046 1.39 0.14 0.21 I090-I089 I090 I089 8 288.00 0.0048 0.010 0.92 0.06 0.09 I091-I089 I091 I089 8 222.07 0.0058 0.023 1.27 0.09 0.13 I092-I015 I092 I015 8 166.50 0.0171 0.015 1.62 0.06 0.08 I093-I092 I093 I092 8 229.14 0.0040 0.009 0.85 0.06 0.09 I094-I093 I094 I093 8 228.00 0.0040 0.007 0.79 0.06 0.08 I095-I092 I095 I092 8 360.95 0.0040 0.003 0.60 0.04 0.06 I096-I094 I096 I094 8 296.98 0.0060 0.002 0.61 0.03 0.04 I096-I095 I096 I095 8 333.17 0.0061 0.002 0.61 0.03 0.04 I098-I043 I098 I043 8 119.75 0.0023 0.002 0.43 0.03 0.05 I099-I034 I099 I034 8 120.83 0.0118 0.000 0.00 0.00 0.00 I102-I103 I102 I103 18 350.40 0.0015 1.214 2.27 0.71 0.48 I103-I104 I103 I104 18 325.41 0.0015 1.214 2.25 0.72 0.48 I104-I105 I104 I105 18 425.90 0.0020 1.331 2.56 0.70 0.46 I105-I106 I105 I106 18 234.72 0.0020 1.332 2.56 0.70 0.47 I106-I107 I106 I107 18 322.16 0.0021 1.332 2.61 0.69 0.46 I107-I108 I107 I108 18 337.56 0.0020 1.334 2.57 0.70 0.46 I108-I010 I108 I010 18 308.66 0.0020 1.336 2.58 0.69 0.46 J001-I011 J001 I011 10 303.57 0.0036 0.014 0.90 0.07 0.09 J002-J001 J002 J001 10 98.40 0.0037 0.008 0.77 0.06 0.07 J003-J002 J003 J002 10 258.16 0.0036 0.008 0.77 0.06 0.07 J004-J003 J004 J003 10 320.21 0.0036 0.000 0.00 0.00 0.00 Appendix 3 - Capacity Analysis - Model Results 9
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Existing Peak Dry Weather Flow (PDWF) Scenario J004-J015 J004 J015 12 6.48 0.0031 0.283 2.03 0.32 0.32 J005-J004 J005 J004 10 264.92 0.0030 0.249 1.96 0.32 0.39 J006-J005 J006 J005 10 45.47 0.0026 0.245 1.87 0.33 0.40 J007-J006 J007 J006 10 168.40 0.0050 0.243 2.35 0.28 0.34 J008-J007 J008 J007 10 203.96 0.0024 0.243 1.80 0.34 0.41 J009-J008 J009 J008 10 329.72 0.0025 0.237 1.82 0.33 0.40 J010A-J010 J010A J010 8 265.27 0.0100 0.004 0.90 0.03 0.05 J010B-J010A J010B J010A 8 247.90 0.0042 0.003 0.59 0.03 0.05 J010-J009 J010 J009 10 201.30 0.0023 0.237 1.77 0.34 0.41 J011-J010 J011 J010 10 148.25 0.0025 0.232 1.80 0.33 0.39 J012-J011 J012 J011 10 350.80 0.0025 0.232 1.79 0.33 0.40 J013-I024 J013 I024 12 329.16 0.0037 0.466 2.49 0.40 0.40 J013-J002 J013 J002 8 8.36 0.0551 0.000 0.00 0.00 0.00
J014-J013 J014 J013 12 249.33 0.0035 0.286 2.14 0.31 0.31 J015-J014 J015 J014 12 327.85 0.0035 0.286 2.14 0.31 0.31 J016-K002 J016 K002 8 52.58 0.0171 0.004 1.12 0.03 0.05 J017-J016 J017 J016 8 149.18 0.0056 0.003 0.70 0.04 0.05 J018-J017 J018 J017 8 72.17 0.0058 0.003 0.67 0.03 0.05 J019-J018 J019 J018 8 288.63 0.0032 0.002 0.51 0.03 0.05 J020-J001 J020 J001 8 319.06 0.0055 0.005 0.81 0.05 0.07 J021-J020 J021 J020 8 328.97 0.0056 0.004 0.72 0.04 0.06 J022-J021 J022 J021 8 241.41 0.0057 0.001 0.51 0.02 0.03 J023-J003 J023 J003 8 321.77 0.0025 0.004 0.57 0.05 0.07 J024-J023 J024 J023 8 153.56 0.0015 0.001 0.34 0.03 0.05 J025-J024 J025 J024 8 172.31 0.0085 0.000 0.00 0.00 0.00 J026-J023 J026 J023 8 160.02 0.0041 0.002 0.53 0.03 0.04 J027-J004 J027 J004 8 15.20 0.0053 0.029 1.32 0.10 0.15 J028A-J004 J028A J004 8 337.47 0.0142 0.005 1.11 0.04 0.05 J028-J027 J028 J027 8 309.10 0.0040 0.029 1.21 0.11 0.16 J029-J028 J029 J028 8 161.23 0.0030 0.027 1.06 0.11 0.17 J030-J029 J030 J029 8 232.61 0.0024 0.027 0.97 0.12 0.18 J031-J030 J031 J030 8 261.61 0.0020 0.020 0.85 0.11 0.16 J032-J031 J032 J031 8 332.51 0.0024 0.020 0.90 0.10 0.16 J033-J032 J033 J032 8 355.38 0.0024 0.017 0.86 0.10 0.15 J034-J033 J034 J033 8 362.99 0.0024 0.015 0.83 0.09 0.14 J035-J034 J035 J034 8 49.63 0.0202 0.013 1.67 0.05 0.08 J036-J035 J036 J035 8 352.08 0.0030 0.013 0.85 0.08 0.12 J037-J036 J037 J036 8 307.32 0.0024 0.010 0.73 0.07 0.11 J038-J037 J038 J037 8 153.47 0.0030 0.007 0.72 0.06 0.09 J039-J030 J039 J030 8 187.47 0.0025 0.007 0.65 0.06 0.09 J040-J039 J040 J039 8 250.60 0.0024 0.006 0.62 0.06 0.09 J041-J040 J041 J040 8 257.35 0.0024 0.003 0.52 0.04 0.07 J042-I079 J042 I079 8 302.12 0.0036 0.096 1.64 0.20 0.31 J043-J042 J043 J042 8 106.17 0.0036 0.086 1.58 0.19 0.29 J044-J043 J044 J043 8 246.14 0.0037 0.082 1.57 0.19 0.28 J045-J044 J045 J044 8 331.64 0.0036 0.058 1.41 0.16 0.24 J046-J045 J046 J045 8 101.06 0.0036 0.051 1.36 0.15 0.22 J047-J046 J047 J046 8 245.47 0.0024 0.013 0.80 0.08 0.13 J048-J047 J048 J047 8 257.53 0.0024 0.010 0.73 0.07 0.11 J049-J048 J049 J048 8 350.19 0.0024 0.010 0.73 0.07 0.11 J050-J049 J050 J049 8 200.23 0.0024 0.005 0.58 0.05 0.08 J051-J044 J051 J044 8 302.97 0.0024 0.020 0.89 0.10 0.16 J052-J051 J052 J051 8 301.14 0.0024 0.015 0.82 0.09 0.13 J053-J052 J053 J052 8 353.90 0.0021 0.008 0.64 0.07 0.10 J054-J053 J054 J053 8 199.03 0.0024 0.005 0.59 0.05 0.08 J055-J052 J055 J052 8 155.51 0.0023 0.002 0.47 0.04 0.06 Appendix 3 - Capacity Analysis - Model Results 10
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Existing Peak Dry Weather Flow (PDWF) Scenario J056-J044 J056 J044 8 386.06 0.0045 0.005 0.73 0.04 0.07 J057-J056 J057 J056 8 318.68 0.0027 0.002 0.47 0.03 0.05 J058-J057 J058 J057 8 224.51 0.0057 0.001 0.46 0.02 0.03 J059-J057 J059 J057 8 248.31 0.0037 0.001 0.36 0.02 0.03 J060-J042 J060 J042 8 300.82 0.0024 0.010 0.73 0.07 0.11 J061-J060 J061 J060 8 305.54 0.0023 0.007 0.65 0.06 0.10 J062-J061 J062 J061 8 350.99 0.0025 0.005 0.61 0.05 0.08 J063-J062 J063 J062 8 172.55 0.0024 0.003 0.48 0.04 0.06 J064-J043 J064 J043 8 302.05 0.0024 0.004 0.54 0.05 0.07 J065-J064 J065 J064 8 306.90 0.0023 0.003 0.52 0.05 0.07 J066-J065 J066 J065 8 347.83 0.0025 0.003 0.51 0.04 0.06 J067-J066 J067 J066 8 218.34 0.0023 0.001 0.35 0.03 0.04 J068-J046 J068 J046 8 330.39 0.0038 0.035 1.24 0.12 0.18 J069-J068 J069 J068 8 323.71 0.0034 0.018 0.99 0.09 0.14 J070-J069 J070 J069 8 249.20 0.0026 0.016 0.87 0.09 0.14 J071-J070 J071 J070 8 253.87 0.0030 0.014 0.88 0.08 0.13 J072-J071 J072 J071 8 351.21 0.0060 0.005 0.84 0.04 0.07 J073-J072 J073 J072 8 100.47 0.0060 0.003 0.70 0.03 0.05 J074-J068 J074 J068 8 251.93 0.0052 0.017 1.11 0.08 0.12 J075-J074 J075 J074 8 255.17 0.0048 0.013 1.00 0.07 0.11 J076-J075 J076 J075 8 349.80 0.0048 0.010 0.92 0.06 0.09 J077-J076 J077 J076 8 198.72 0.0048 0.005 0.74 0.04 0.07 J078-K033 J078 K033 8 324.22 0.0020 0.009 0.65 0.07 0.11 J079-J078 J079 J078 8 326.03 0.0020 0.007 0.60 0.06 0.10 J080-J079 J080 J079 8 296.41 0.0020 0.005 0.56 0.06 0.08 J081-J052 J081 J052 8 157.65 0.0024 0.003 0.48 0.04 0.06 J082-J080 J082 J080 8 26.47 0.0053 0.003 0.65 0.03 0.05 K001-J012 K001 J012 10 339.69 0.0029 0.228 1.90 0.31 0.37 K002-K001 K002 K001 8 65.28 0.0075 0.109 2.20 0.18 0.27 K003-K002 K003 K002 8 25.30 0.0079 0.104 2.22 0.17 0.26 K004-K003 K004 K003 8 313.97 0.0140 0.039 2.03 0.09 0.14 K005-K004 K005 K004 8 319.73 0.0040 0.034 1.26 0.12 0.18 K006-K003 K006 K003 8 214.91 0.0032 0.065 1.40 0.17 0.26 K007A-K007 K007A K007 8 406.37 0.0039 0.054 1.43 0.15 0.22 K007-K006 K007 K006 8 208.69 0.0032 0.065 1.40 0.17 0.26 K008-K007 K008 K007 8 263.04 0.0032 0.006 0.71 0.06 0.08 K009-K008 K009 K008 8 285.58 0.0032 0.004 0.61 0.04 0.07 K010-E010 K010 E010 8 133.52 0.0027 0.051 1.23 0.16 0.24 K011-K010 K011 K010 8 308.30 0.0024 0.048 1.16 0.16 0.24 K012-K011 K012 K011 8 202.46 0.0024 0.031 1.02 0.13 0.19 K013-K012 K013 K012 8 20.61 0.0029 0.029 1.08 0.12 0.18 K014-K013 K014 K013 8 140.37 0.0024 0.020 0.89 0.10 0.15 K015-K014 K015 K014 8 133.12 0.0025 0.019 0.89 0.10 0.15 K016-K015 K016 K015 8 128.02 0.0024 0.018 0.87 0.10 0.15 K017-K016 K017 K016 8 301.15 0.0024 0.018 0.86 0.10 0.15 K018-K017 K018 K017 8 298.64 0.0024 0.013 0.78 0.08 0.12 K019-K018 K019 K018 8 278.75 0.0181 0.008 1.36 0.04 0.06 K020-K013 K020 K013 8 359.70 0.0034 0.009 0.78 0.06 0.09 K021-K020 K021 K020 8 358.42 0.0034 0.005 0.67 0.05 0.07 K022-K021 K022 K021 8 361.29 0.0100 0.001 0.56 0.02 0.02 K023-K024 K023 K024 8 288.48 0.0032 0.007 0.71 0.06 0.09 K024-K025 K024 K025 8 282.86 0.0032 0.010 0.81 0.07 0.10 K025-K011 K025 K011 8 290.40 0.0032 0.014 0.88 0.08 0.12 K026-K025 K026 K025 8 201.10 0.0032 0.001 0.38 0.02 0.03 K027-K024 K027 K024 8 197.24 0.0033 0.002 0.47 0.03 0.04 K028-K023 K028 K023 8 201.74 0.0032 0.002 0.48 0.03 0.05 Appendix 3 - Capacity Analysis - Model Results 11
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Existing Peak Dry Weather Flow (PDWF) Scenario K029-E012 K029 E012 8 287.92 0.0031 0.007 0.72 0.06 0.09 K030-E001 K030 E001 8 191.67 0.0020 0.022 0.86 0.11 0.17 K031-K030 K031 K030 8 195.96 0.0036 0.019 1.02 0.09 0.14 K032-K031 K032 K031 8 153.65 0.0046 0.019 1.11 0.09 0.13 K033-K032 K033 K032 8 349.69 0.0006 0.010 0.45 0.10 0.15 K034-K813 K034 K813 8 316.89 0.0027 0.023 0.97 0.11 0.16 K035-K034 K035 K034 8 284.42 0.0043 0.023 1.15 0.10 0.14 K036-K035 K036 K035 8 282.79 0.0041 0.023 1.13 0.10 0.15 K039-J038 K039 J038 8 69.67 0.0040 0.007 0.80 0.06 0.09 K040-K039 K040 K039 8 253.98 0.0045 0.006 0.77 0.05 0.07 K812-L032 K812 L032 8 318.40 0.0038 0.023 1.10 0.10 0.15 K813-K812 K813 K812 8 339.95 0.0052 0.023 1.22 0.09 0.14 L001A-L001 L001A L001 8 128.50 0.0086 0.001 0.62 0.02 0.03 L001-L002 L001 L002 8 252.90 0.0055 0.024 1.26 0.09 0.14 L002-L003 L002 L003 8 177.56 0.0094 0.024 1.52 0.08 0.12 L003-K806 L003 K806 8 129.94 0.0031 0.034 1.14 0.13 0.19 L010-L032 L010 L032 8 299.86 0.0018 0.014 0.72 0.09 0.14 L011-L010 L011 L010 8 104.63 0.0030 0.014 0.86 0.08 0.12 L012-L011 L012 L011 8 94.44 0.0037 0.009 0.83 0.06 0.10 L013-F011 L013 F011 8 206.45 0.0032 0.005 0.64 0.05 0.07 L014-K023 L014 K023 8 305.05 0.0096 0.003 0.82 0.03 0.05 L015-L014 L015 L014 8 201.37 0.0032 0.001 0.44 0.03 0.04 L016-L001 L016 L001 8 453.04 0.0070 0.013 1.15 0.07 0.10 L017-L003 L017 L003 8 140.50 0.0040 0.010 0.87 0.07 0.10 L018-L017 L018 L017 8 156.46 0.0041 0.010 0.87 0.06 0.10 L019-L018 L019 L018 8 163.83 0.0075 0.010 1.08 0.06 0.08 L020-L803 L020 L803 8 211.78 0.0024 0.073 1.31 0.20 0.29 L021-L020 L021 L020 8 211.19 0.0023 0.007 0.64 0.06 0.09 L022-L021 L022 L021 8 64.73 0.0029 0.002 0.50 0.04 0.05 L023-L020 L023 L020 8 338.77 0.0024 0.060 1.24 0.18 0.27 L024-L023 L024 L023 8 207.76 0.0024 0.049 1.16 0.16 0.24 L025-L024 L025 L024 8 67.35 0.0336 0.046 2.90 0.08 0.12 L026-L025 L026 L025 8 110.72 0.0098 0.046 1.88 0.11 0.17 L027-L026 L027 L026 8 289.85 0.0383 0.011 1.99 0.04 0.06 L028-L027 L028 L027 8 90.64 0.0097 0.011 1.23 0.06 0.08 L029-L026 L029 L026 8 326.23 0.0022 0.019 0.86 0.10 0.16 L030-L029 L030 L029 8 346.29 0.0040 0.016 1.01 0.08 0.13 L031A-L031 L031A L031 8 321.18 0.0034 0.006 0.69 0.05 0.08 L031B-L031A L031B L031A 8 232.58 0.0047 0.002 0.60 0.03 0.05 L031-L023 L031 L023 8 28.42 0.0795 0.011 2.56 0.03 0.05 L032-L032A L032 L032A 8 48.96 0.1007 0.037 3.98 0.06 0.08 L803-L007 L803 L007 8 196.58 0.0124 0.078 2.39 0.13 0.20 L804-L803 L804 L803 8 118.93 0.0119 0.005 1.01 0.04 0.05 L805-L804 L805 L804 8 322.07 0.0020 0.005 0.54 0.05 0.08 L806-L805 L806 L805 8 318.88 0.0020 0.002 0.43 0.04 0.06 M001-H023 M001 H023 8 79.52 0.0021 0.100 1.37 0.24 0.36 M002-M001 M002 M001 8 250.41 0.0024 0.098 1.42 0.23 0.35 M003-M002 M003 M002 8 297.92 0.0024 0.092 1.39 0.22 0.34 M004-M003 M004 M003 8 103.43 0.0044 0.090 1.72 0.19 0.28 M005-M004 M005 M004 8 230.63 0.0023 0.083 1.35 0.21 0.32 M006-M005 M006 M005 8 359.65 0.0103 0.019 1.47 0.07 0.11 M007-M006 M007 M006 8 91.46 0.0040 0.014 0.97 0.08 0.12 M008-M007 M008 M007 8 59.49 0.0414 0.004 1.51 0.03 0.04 M009-M007 M009 M007 8 162.34 0.0029 0.010 0.78 0.07 0.11 M010-M009 M010 M009 8 213.81 0.0023 0.008 0.67 0.07 0.10 M011-M010 M011 M010 8 328.18 0.0024 0.005 0.60 0.06 0.08 Appendix 3 - Capacity Analysis - Model Results 12
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Existing Peak Dry Weather Flow (PDWF) Scenario M012-M011 M012 M011 8 120.73 0.0051 0.005 0.78 0.05 0.07 M013-M004 M013 M004 8 249.71 0.0305 0.004 1.39 0.03 0.04 M014-M013 M014 M013 8 78.79 0.0039 0.001 0.47 0.03 0.04 M015-M008 M015 M008 8 98.83 0.0065 0.004 0.79 0.04 0.06 M016-M005 M016 M005 8 66.98 0.0023 0.063 1.24 0.18 0.28 M017-M016 M017 M016 8 65.41 0.0023 0.062 1.23 0.18 0.27 M018-M017 M018 M017 8 238.51 0.0020 0.026 0.92 0.12 0.19 M019-M018 M019 M018 8 114.29 0.0024 0.004 0.55 0.05 0.07 M020-M019 M020 M019 8 29.32 0.1214 0.004 2.18 0.02 0.03 M021-M020 M021 M020 8 147.14 0.0040 0.004 0.67 0.04 0.06 M022-M017 M022 M017 8 216.73 0.0023 0.029 0.99 0.13 0.19 M023-M022 M023 M022 8 197.36 0.0024 0.026 0.97 0.12 0.18 M024-M023 M024 M023 8 242.75 0.0021 0.020 0.86 0.11 0.16 M025-M024 M025 M024 8 88.29 0.0399 0.002 1.22 0.02 0.03 M026-M024 M026 M024 8 85.67 0.0369 0.002 1.14 0.02 0.03 M027-M024 M027 M024 8 177.64 0.0025 0.016 0.85 0.09 0.14 M028-M027 M028 M027 8 80.26 0.0021 0.016 0.80 0.10 0.14 M029-M028 M029 M028 8 37.28 0.0026 0.015 0.83 0.09 0.13 M030-M029 M030 M029 8 229.79 0.0024 0.007 0.66 0.06 0.09 M031-M030 M031 M030 8 209.57 0.0024 0.005 0.59 0.05 0.08 M032-M031 M032 M031 8 210.07 0.0024 0.003 0.50 0.04 0.06 M033-M028 M033 M028 8 80.18 0.0160 0.001 0.76 0.02 0.03 M034-M029 M034 M029 8 156.56 0.0040 0.004 0.68 0.04 0.07 M035-M034 M035 M034 8 98.20 0.0040 0.004 0.68 0.04 0.07 M036-M018 M036 M018 8 347.08 0.0024 0.016 0.84 0.09 0.14 M037-M036 M037 M036 8 127.11 0.0290 0.002 1.12 0.02 0.03 M038-M036 M038 M036 8 207.42 0.0024 0.010 0.74 0.08 0.11 M039-M038 M039 M038 8 225.51 0.0024 0.008 0.68 0.07 0.10 M040-M039 M040 M039 8 152.47 0.0040 0.006 0.74 0.05 0.08 M041-M040 M041 M040 8 125.91 0.0041 0.002 0.57 0.03 0.05 M042-M040 M042 M040 8 109.35 0.0039 0.002 0.51 0.03 0.04 M043-H028 M043 H028 8 304.74 0.0013 0.051 0.95 0.19 0.29 M044-M043 M044 M043 8 150.92 0.0020 0.016 0.78 0.10 0.15 M045-M044 M045 M044 8 32.88 0.0046 0.006 0.78 0.05 0.07 M046-M045 M046 M045 8 113.39 0.0053 0.006 0.82 0.05 0.07 M047-M046 M047 M046 8 111.85 0.0060 0.002 0.60 0.03 0.04 M048-M044 M048 M044 8 141.92 0.0044 0.010 0.90 0.06 0.10 M049-M048 M049 M048 8 68.54 0.0146 0.001 0.71 0.02 0.03 M050-M048 M050 M048 8 264.07 0.0039 0.004 0.65 0.04 0.06 M051-M050 M051 M050 8 91.85 0.0039 0.002 0.52 0.03 0.04 M052-M050 M052 M050 8 97.89 0.0039 0.002 0.53 0.03 0.05 M053-M043 M053 M043 8 162.96 0.0020 0.036 1.00 0.14 0.21 M054-M053 M054 M053 8 200.63 0.0020 0.031 0.95 0.13 0.20 M055-M054 M055 M054 8 175.18 0.0021 0.026 0.92 0.12 0.18 M056-M055 M056 M055 8 124.49 0.0024 0.016 0.83 0.09 0.14 M057-M056 M057 M056 8 130.65 0.0015 0.016 0.71 0.10 0.15 M058-M057 M058 M057 8 265.40 0.0025 0.016 0.84 0.09 0.14 M059-M058 M059 M058 8 172.11 0.0024 0.009 0.71 0.07 0.11 M060-M055 M060 M055 8 112.44 0.0023 0.010 0.72 0.08 0.11 M061-M060 M061 M060 8 112.82 0.0024 0.002 0.47 0.04 0.06 M062-M060 M062 M060 8 166.87 0.0023 0.006 0.62 0.06 0.09 M063-M062 M063 M062 8 50.55 0.0025 0.006 0.63 0.06 0.09 M064-M063 M064 M063 8 41.82 0.0025 0.006 0.63 0.06 0.09 M065-M064 M065 M064 8 58.79 0.0023 0.006 0.62 0.06 0.09 M066A-N092 M066A N092 8 105.50 0.0845 0.008 2.38 0.03 0.04 M066-M066A M066 M066A 8 18.46 0.0157 0.008 1.32 0.04 0.06 Appendix 3 - Capacity Analysis - Model Results 13
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Existing Peak Dry Weather Flow (PDWF) Scenario M067-M066 M067 M066 8 351.06 0.0086 0.008 1.07 0.05 0.07 M068-N094 M068 N094 8 131.56 0.0017 0.059 1.08 0.19 0.29 M069-M068 M069 M068 8 68.75 0.0019 0.056 1.11 0.18 0.27 M070-M069 M070 M069 8 136.67 0.0020 0.049 1.09 0.17 0.25 M071-M070 M071 M070 8 141.35 0.0016 0.043 0.98 0.17 0.25 M072-M071 M072 M071 8 54.01 0.0020 0.043 1.06 0.16 0.23 M073-M072 M073 M072 8 44.37 0.0018 0.026 0.88 0.13 0.19 M074-M073 M074 M073 8 75.91 0.0018 0.018 0.79 0.10 0.16 M075-M074 M075 M074 8 149.71 0.0021 0.018 0.83 0.10 0.15 M076-M075 M076 M075 8 24.44 0.0021 0.013 0.75 0.09 0.13 M077-M076 M077 M076 8 178.24 0.0022 0.009 0.69 0.07 0.11 M078-M077 M078 M077 8 15.22 0.0046 0.002 0.59 0.03 0.05 M079-M078 M079 M078 8 103.98 0.0020 0.002 0.44 0.04 0.06 M080-M068 M080 M068 8 175.94 0.0205 0.003 1.06 0.03 0.04 M081-M070 M081 M070 8 39.12 0.0041 0.006 0.76 0.05 0.08 M082-M081 M082 M081 8 219.67 0.0040 0.003 0.58 0.03 0.05 M083-M082 M083 M082 8 122.25 0.0039 0.003 0.57 0.03 0.05 M084-M069 M084 M069 8 219.48 0.0041 0.007 0.79 0.06 0.08 M085-M084 M085 M084 8 325.40 0.0039 0.002 0.53 0.03 0.05 M086-M072 M086 M072 8 173.38 0.0040 0.017 1.02 0.08 0.13 M087-M086 M087 M086 8 279.92 0.0040 0.009 0.83 0.06 0.09 M088-M073 M088 M073 8 176.10 0.0040 0.003 0.57 0.03 0.05 M089-M075 M089 M075 8 132.74 0.0041 0.005 0.70 0.05 0.07 M090-M089 M090 M089 8 103.46 0.0041 0.003 0.59 0.04 0.05 M091-M089 M091 M089 8 85.87 0.0040 0.001 0.42 0.02 0.03 M092-M077 M092 M077 8 212.79 0.0024 0.007 0.65 0.06 0.09 M093-M092 M093 M092 8 169.76 0.0180 0.004 1.12 0.03 0.05 M094-M093 M094 M093 8 264.84 0.0024 0.003 0.48 0.04 0.06 M095-N013 M095 N013 8 392.43 0.0060 0.011 1.03 0.06 0.09 N002-N001 N002 N001 8 7.60 1.1124 0.014 6.80 0.02 0.03
N003-N002 N003 N002 8 140.56 0.0047 0.010 0.93 0.06 0.10 N004-N003 N004 N003 8 352.94 0.0040 0.010 0.87 0.07 0.10 N008-N002 N008 N002 8 187.28 0.0040 0.004 0.64 0.04 0.06 N009-N010 N009 N010 8 397.32 0.0087 0.001 0.53 0.02 0.03 N010-N006 N010 N006 8 6.12 0.9820 0.006 5.17 0.01 0.02
N011-N012 N011 N012 8 146.81 0.0070 0.002 0.61 0.02 0.04 N012-N007 N012 N007 8 10.94 0.0923 0.016 3.01 0.04 0.06 N013-N012 N013 N012 8 89.48 0.0192 0.014 1.69 0.05 0.08 N014-N013 N014 N013 8 82.82 0.0069 0.004 0.77 0.04 0.05 N015-N014 N015 N014 8 121.18 0.0120 0.002 0.76 0.02 0.03 N017-N018 N017 N018 8 142.82 0.0039 0.001 0.45 0.02 0.04 N018-N092 N018 N092 8 56.41 0.0452 0.014 2.25 0.04 0.07 N019-N018 N019 N018 8 177.21 0.0032 0.007 0.72 0.06 0.09 N020-N019 N020 N019 8 360.42 0.0033 0.007 0.72 0.06 0.09 N021-N018 N021 N018 8 138.34 0.0099 0.006 1.03 0.04 0.06 N022-N021 N022 N021 8 348.23 0.0032 0.006 0.68 0.05 0.08 N023-N022 N023 N022 8 302.26 0.0033 0.003 0.58 0.04 0.06 N024-I021 N024 I021 12 151.95 0.0026 0.227 1.78 0.30 0.30 N025-N024 N025 N024 15 102.82 0.0009 0.216 1.17 0.35 0.28 N026-N025 N026 N025 15 129.78 0.0008 0.214 1.12 0.36 0.29 N027-N026 N027 N026 15 20.16 0.0010 0.213 1.22 0.34 0.27 N028-N027 N028 N027 15 115.95 0.0008 0.212 1.12 0.36 0.29 N029-N028 N029 N028 15 28.33 0.0011 0.210 1.25 0.33 0.27 N030-N029 N030 N029 15 133.58 0.0008 0.209 1.14 0.35 0.28 N031-N030 N031 N030 15 95.83 0.0009 0.208 1.19 0.34 0.27 N032-N095 N032 N095 12 130.65 0.0012 0.200 1.32 0.34 0.34 Appendix 3 - Capacity Analysis - Model Results 14
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Existing Peak Dry Weather Flow (PDWF) Scenario N033-N032 N033 N032 12 325.24 0.0012 0.194 1.30 0.34 0.34 N034-N033 N034 N033 12 295.68 0.0012 0.167 1.25 0.31 0.31 N035-N034 N035 N034 12 296.87 0.0012 0.161 1.22 0.31 0.31 N036-N035 N036 N035 12 291.04 0.0015 0.137 1.27 0.27 0.27 N037-N036 N037 N036 12 295.39 0.0014 0.117 1.17 0.25 0.25 N038-N037 N038 N037 12 328.67 0.0011 0.098 1.02 0.24 0.24 N039-N038 N039 N038 8 351.12 0.0021 0.019 0.85 0.10 0.16 N040-N039 N040 N039 8 350.04 0.0027 0.016 0.87 0.09 0.14 N041-N040 N041 N040 8 350.40 0.0024 0.011 0.75 0.08 0.12 N042-N041 N042 N041 8 351.89 0.0024 0.006 0.64 0.06 0.09 N043-N042 N043 N042 8 155.63 0.0040 0.002 0.56 0.03 0.05 N044-N024 N044 N024 8 188.69 0.0038 0.009 0.84 0.06 0.10 N045-N044 N045 N044 8 120.12 0.0036 0.008 0.77 0.06 0.09 N046-N045 N046 N045 8 33.87 0.0033 0.006 0.70 0.05 0.08 N047-N046 N047 N046 8 113.01 0.0037 0.005 0.70 0.05 0.07 N048-N047 N048 N047 8 16.67 0.0036 0.004 0.62 0.04 0.06 N049-N048 N049 N048 8 144.14 0.0040 0.003 0.58 0.04 0.05 N050-N049 N050 N049 8 171.77 0.0038 0.001 0.34 0.02 0.02 N051-N025 N051 N025 8 83.97 0.0811 0.002 1.42 0.01 0.02 N052-N026 N052 N026 8 98.61 0.0484 0.002 1.16 0.02 0.02 N053-N027 N053 N027 8 85.84 0.0417 0.001 0.96 0.01 0.02 N054-N028 N054 N028 8 97.27 0.0358 0.002 1.06 0.02 0.02 N055-N029 N055 N029 8 83.87 0.0352 0.001 0.97 0.01 0.02 N056-N030 N056 N030 8 84.03 0.0331 0.001 0.97 0.02 0.02 N057-N033 N057 N033 8 290.98 0.0024 0.025 0.96 0.12 0.17 N058-N057 N058 N057 8 305.40 0.0024 0.019 0.89 0.10 0.15 N059-N058 N059 N058 8 308.21 0.0024 0.014 0.80 0.09 0.13 N060-N059 N060 N059 8 323.69 0.0024 0.011 0.74 0.08 0.11 N061-N060 N061 N060 8 90.73 0.0072 0.008 1.01 0.05 0.08 N062-N061 N062 N061 8 245.20 0.0022 0.005 0.59 0.06 0.08 N063-N062 N063 N062 8 231.82 0.0026 0.002 0.46 0.03 0.05 N064-N034 N064 N034 8 352.38 0.0047 0.007 0.82 0.05 0.08 N065-N064 N065 N064 8 192.34 0.0037 0.002 0.53 0.03 0.05 N066-N035 N066 N035 8 349.57 0.0024 0.019 0.89 0.10 0.15 N067-N066 N067 N066 8 351.73 0.0025 0.015 0.84 0.09 0.14 N068-N067 N068 N067 8 349.04 0.0024 0.011 0.75 0.08 0.12 N069-N068 N069 N068 8 349.92 0.0024 0.006 0.63 0.06 0.09 N070-N069 N070 N069 8 110.69 0.0024 0.002 0.44 0.03 0.05 N071-N036 N071 N036 8 351.14 0.0024 0.021 0.90 0.10 0.16 N072-N071 N072 N071 8 349.04 0.0024 0.015 0.83 0.09 0.14 N073-N072 N073 N072 8 350.89 0.0024 0.011 0.75 0.08 0.12 N074-N073 N074 N073 8 349.96 0.0024 0.006 0.63 0.06 0.09 N075-N074 N075 N074 8 121.01 0.0024 0.002 0.42 0.03 0.05 N076-N037 N076 N037 8 351.74 0.0024 0.019 0.89 0.10 0.15 N077-N076 N077 N076 8 350.59 0.0024 0.015 0.83 0.09 0.14 N078-N077 N078 N077 8 348.52 0.0024 0.011 0.74 0.08 0.11 N079-N078 N079 N078 8 348.41 0.0024 0.006 0.63 0.06 0.09 N080-N079 N080 N079 8 164.51 0.0024 0.002 0.47 0.04 0.06 N081-N044 N081 N044 8 48.75 0.0851 0.002 1.46 0.01 0.02 N082-N045 N082 N045 8 91.95 0.0302 0.002 0.99 0.02 0.03 N083-N046 N083 N046 8 49.33 0.0470 0.001 1.00 0.01 0.02 N084-N047 N084 N047 8 97.62 0.0163 0.002 0.80 0.02 0.03 N085-N048 N085 N048 8 45.43 0.0315 0.001 0.90 0.01 0.02 N086-N049 N086 N049 8 45.57 0.0033 0.001 0.40 0.02 0.03 N087-N057 N087 N057 8 228.58 0.0037 0.004 0.66 0.04 0.07 N088-N058 N088 N058 8 123.56 0.0047 0.003 0.65 0.04 0.05 Appendix 3 - Capacity Analysis - Model Results 15
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Existing Peak Dry Weather Flow (PDWF) Scenario N089-I022 N089 I022 8 360.33 0.0025 0.030 1.02 0.12 0.19 N090-N089 N090 N089 8 296.23 0.0024 0.017 0.86 0.10 0.14 N091-N090 N091 N090 8 195.08 0.0032 0.017 0.95 0.09 0.13 N095-N096 N095 N096 12 316.95 0.0012 0.207 1.32 0.35 0.35 N096-N097 N096 N097 15 10.82 0.0011 0.207 1.26 0.33 0.26 N097-N031 N097 N031 15 69.55 0.0007 0.207 1.08 0.36 0.29 N098-N010 N098 N010 8 199.26 0.0086 0.004 0.85 0.03 0.05 N099-N008 N099 N008 8 45.44 0.0046 0.002 0.59 0.03 0.05 O001-O032 O001 O032 8 352.39 0.0024 0.173 1.65 0.31 0.47 O002-O001 O002 O001 8 357.97 0.0024 0.163 1.62 0.31 0.46 O003-O002 O003 O002 8 339.74 0.0025 0.160 1.64 0.30 0.45 O004-O003 O004 O003 8 116.62 0.0021 0.153 1.52 0.31 0.46 O005-O004 O005 O004 8 231.69 0.0026 0.010 0.75 0.07 0.11 O006-O005 O006 O005 8 309.84 0.0025 0.010 0.74 0.07 0.11 O007-O006 O007 O006 8 201.12 0.0024 0.010 0.73 0.07 0.11 O008-O007 O008 O007 8 200.99 0.0026 0.007 0.68 0.06 0.09 O009A-O004 O009A O004 8 86.35 0.0029 0.143 1.69 0.27 0.40 O009-O009A O009 O009A 8 116.52 0.0022 0.143 1.51 0.29 0.44 O012-O133 O012 O133 8 137.80 0.0023 0.097 1.38 0.23 0.35 O013-O012 O013 O012 8 117.21 0.0024 0.093 1.40 0.22 0.34 O014-O013 O014 O013 8 31.49 0.0035 0.064 1.44 0.17 0.25 O015A-O015 O015A O015 8 139.99 0.0039 0.054 1.43 0.15 0.22 O015-O014 O015 O014 8 81.38 0.0042 0.064 1.53 0.16 0.24 O016A-O015A O016A O015A 8 105.26 0.0034 0.054 1.35 0.16 0.23 O016-O016A O016 O016A 8 26.31 0.0027 0.054 1.26 0.16 0.25 O017-O031 O017 O031 8 276.21 0.0052 0.012 1.01 0.07 0.10 O018-O017 O018 O017 8 88.55 0.0022 0.009 0.68 0.07 0.11 O019-O018 O019 O018 8 165.32 0.0022 0.003 0.50 0.04 0.07 O020-O018 O020 O018 8 311.12 0.0024 0.005 0.58 0.05 0.08 O021-O016 O021 O016 8 177.54 0.0020 0.039 1.02 0.15 0.23 O022-O021 O022 O021 8 217.34 0.0024 0.037 1.08 0.14 0.21 O023-O022 O023 O022 8 250.45 0.0024 0.033 1.04 0.13 0.20 O024-O023 O024 O023 8 204.55 0.0023 0.010 0.72 0.08 0.11 O025-O024 O025 O024 8 272.79 0.0026 0.008 0.71 0.07 0.10 O026-O025 O026 O025 8 219.91 0.0023 0.005 0.60 0.06 0.08 O027-O026 O027 O026 8 226.94 0.0023 0.003 0.50 0.04 0.06 O028-O023 O028 O023 8 135.42 0.0038 0.022 1.08 0.10 0.14 O029-O013 O029 O013 8 259.61 0.0034 0.030 1.14 0.12 0.17 O030A-O029 O030A O029 8 138.32 0.0027 0.011 0.78 0.08 0.12 O030-O030A O030 O030A 8 109.69 0.0041 0.011 0.91 0.07 0.10 O031-O016 O031 O016 8 254.98 0.0060 0.015 1.14 0.07 0.11 O032-J013 O032 J013 8 341.01 0.0034 0.180 1.91 0.29 0.43 O133-O134A O133 O134A 8 117.79 0.0023 0.100 1.42 0.23 0.35 O134A-O134 O134A O134 8 167.80 0.0024 0.100 1.44 0.23 0.35 O134-O136 O134 O136 8 160.98 0.0025 0.106 1.47 0.24 0.36 O136-O138 O136 O138 8 59.68 0.0034 0.133 1.75 0.25 0.37 O137-O136 O137 O136 8 121.57 0.0035 0.027 1.11 0.11 0.16 O138-O009 O138 O009 8 84.73 0.0034 0.143 1.80 0.26 0.38 O139A-O138 O139A O138 8 87.05 0.0060 0.010 1.02 0.06 0.09 O139-O139A O139 O139A 6 48.58 0.0107 0.000 0.00 0.00 0.00 O140-O139A O140 O139A 8 160.12 0.0000 0.000 0.00 0.00 0.00 O141-O140 O141 O140 6 87.24 0.0000 0.000 0.00 0.00 0.00 O142-O140 O142 O140 8 164.07 0.0000 0.000 0.00 0.00 0.00 O143-O142 O143 O142 6 55.73 0.0000 0.000 0.00 0.00 0.00 O144-O142 O144 O142 6 109.53 0.0000 0.000 0.00 0.00 0.00 OC03-V001 OC03 V001 21 13.56 0.0096 0.157 2.37 0.15 0.09 Appendix 3 - Capacity Analysis - Model Results 16
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Existing Peak Dry Weather Flow (PDWF) Scenario R001-R802 R001 R802 8 251.84 0.0035 0.101 1.63 0.21 0.32 R002-R001 R002 R001 8 194.35 0.0024 0.101 1.44 0.23 0.35 R003-R002 R003 R002 8 359.63 0.0024 0.023 0.94 0.11 0.17 R004-R003 R004 R003 8 360.43 0.0024 0.018 0.88 0.10 0.15 R005-R004 R005 R004 8 361.12 0.0024 0.014 0.80 0.09 0.13 R006-R005 R006 R005 8 71.73 0.0335 0.009 1.79 0.04 0.06 R007-R006 R007 R006 8 349.15 0.0024 0.009 0.71 0.07 0.11 R008-R085 R008 R085 8 337.74 0.0025 0.005 0.59 0.05 0.08 R009-R008 R009 R008 8 351.82 0.0024 0.002 0.47 0.04 0.06 R010-R009 R010 R009 8 86.57 0.0029 0.000 0.30 0.02 0.02 R011-R804 R011 R804 15 399.04 0.0049 0.955 3.30 0.49 0.39 R012-R011 R012 R011 15 399.22 0.0029 0.955 2.72 0.57 0.46 R013-R012 R013 R012 15 397.24 0.0042 0.955 3.12 0.51 0.41 R014-R013 R014 R013 15 403.57 0.0042 0.955 3.11 0.51 0.41 R015-R014 R015 R014 15 399.25 0.0047 0.955 3.26 0.50 0.40 R016-S001 R016 S001 8 346.96 0.0019 0.004 0.51 0.05 0.08 R017-R002 R017 R002 8 290.61 0.0024 0.077 1.33 0.20 0.30 R018-R017 R018 R017 8 283.74 0.0024 0.062 1.24 0.18 0.27 R019-R018 R019 R018 8 350.31 0.0024 0.008 0.68 0.07 0.10 R020-R019 R020 R019 8 294.36 0.0024 0.004 0.55 0.05 0.07 R021-R017 R021 R017 8 355.97 0.0024 0.013 0.79 0.09 0.13 R022-R021 R022 R021 8 346.07 0.0024 0.009 0.72 0.07 0.11 R023-R022 R023 R022 8 342.82 0.0024 0.005 0.58 0.05 0.08 R024-R018 R024 R018 8 260.63 0.0024 0.051 1.18 0.16 0.25 R025-R024 R025 R024 8 272.39 0.0024 0.028 0.99 0.12 0.18 R026-R025 R026 R025 8 278.88 0.0024 0.018 0.88 0.10 0.15 R027-R026 R027 R026 8 276.07 0.0024 0.007 0.64 0.06 0.09 R028-R027 R028 R027 8 274.36 0.0024 0.004 0.55 0.05 0.07 R029-R028 R029 R028 8 273.49 0.0024 0.004 0.54 0.05 0.07 R030-R029 R030 R029 8 272.90 0.0024 0.002 0.44 0.03 0.05 R031-R024 R031 R024 8 299.50 0.0027 0.021 0.95 0.10 0.15 R032-R031 R032 R031 8 302.97 0.0024 0.018 0.87 0.10 0.15 R033-R032 R033 R032 8 245.20 0.0029 0.014 0.86 0.08 0.12 R034-R033 R034 R033 8 47.27 0.0021 0.012 0.74 0.08 0.13 R035-R034 R035 R034 8 286.00 0.0023 0.006 0.62 0.06 0.09 R036-R035 R036 R035 8 273.43 0.0025 0.006 0.63 0.06 0.09 R037-R036 R037 R036 8 286.46 0.0024 0.003 0.49 0.04 0.06 R038-R025 R038 R025 8 275.78 0.0024 0.008 0.67 0.07 0.10 R039-R038 R039 R038 8 276.39 0.0024 0.006 0.62 0.06 0.09 R040-R039 R040 R039 8 270.05 0.0024 0.004 0.55 0.05 0.07 R041-R026 R041 R026 8 275.80 0.0024 0.010 0.73 0.07 0.11 R042-R041 R042 R041 8 273.71 0.0024 0.008 0.67 0.07 0.10 R043-R042 R043 R042 8 274.41 0.0024 0.004 0.54 0.05 0.07 R044-N038 R044 N038 10 242.49 0.0012 0.075 1.01 0.22 0.26 R045-R044 R045 R044 10 242.06 0.0012 0.071 0.99 0.21 0.26 R046-R045 R046 R045 10 267.37 0.0008 0.043 0.73 0.19 0.23 R047-R046 R047 R046 10 61.50 0.0013 0.033 0.81 0.14 0.17 R048-R047 R048 R047 10 233.14 0.0012 0.021 0.71 0.12 0.14 R049-R048 R049 R048 10 57.28 0.0012 0.011 0.58 0.09 0.10 R050-R049 R050 R049 10 220.48 0.0012 0.002 0.32 0.03 0.04 R051-R045 R051 R045 8 319.96 0.0024 0.026 0.97 0.12 0.17 R052-R051 R052 R051 8 309.16 0.0024 0.020 0.89 0.10 0.15 R053-R052 R053 R052 8 311.92 0.0024 0.014 0.81 0.09 0.13 R054-R053 R054 R053 8 316.77 0.0021 0.010 0.69 0.08 0.12 R055-R054 R055 R054 8 326.35 0.0024 0.004 0.55 0.05 0.07 R056-R055 R056 R055 8 271.45 0.0065 0.002 0.62 0.03 0.04 Appendix 3 - Capacity Analysis - Model Results 17
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Existing Peak Dry Weather Flow (PDWF) Scenario R057-R051 R057 R051 8 203.40 0.0024 0.004 0.55 0.05 0.07 R058-R052 R058 R052 8 200.69 0.0029 0.004 0.59 0.05 0.07 R059-R053 R059 R053 8 200.67 0.0024 0.004 0.55 0.05 0.07 R060-R054 R060 R054 8 289.45 0.0214 0.004 1.17 0.03 0.04 R061-R083 R061 R083 8 345.01 0.0020 0.006 0.58 0.06 0.09 R062-R061 R062 R061 8 334.33 0.0020 0.006 0.58 0.06 0.09 R063-R087 R063 R087 8 178.43 0.0020 0.002 0.39 0.03 0.05 R064-R084 R064 R084 8 344.71 0.0020 0.008 0.65 0.07 0.10 R065-R064 R065 R064 8 335.34 0.0020 0.006 0.58 0.06 0.09 R066-R086 R066 R086 8 177.02 0.0020 0.002 0.39 0.03 0.05 R067-R048 R067 R048 8 348.37 0.0020 0.010 0.68 0.08 0.11 R068-R067 R068 R067 8 349.66 0.0020 0.008 0.63 0.07 0.10 R069-R068 R069 R068 8 349.57 0.0020 0.006 0.58 0.06 0.09 R070-R069 R070 R069 8 351.74 0.0020 0.003 0.50 0.05 0.07 R071-R049 R071 R049 8 348.46 0.0020 0.010 0.68 0.08 0.11 R072-R071 R072 R071 8 349.87 0.0020 0.008 0.64 0.07 0.10 R073-R072 R073 R072 8 351.64 0.0020 0.006 0.58 0.06 0.09 R074-R073 R074 R073 8 348.30 0.0020 0.003 0.50 0.05 0.07 R076-R075 R076 R075 8 37.90 0.0676 0.014 2.57 0.04 0.06 R077-R076 R077 R076 8 438.48 0.0038 0.005 0.67 0.05 0.07 R078-R077 R078 R077 8 287.88 0.0056 0.003 0.69 0.04 0.05 R079-R078 R079 R078 8 198.96 0.0040 0.003 0.62 0.04 0.06 R080-R076 R080 R076 8 233.86 0.0047 0.008 0.86 0.06 0.08 R081-R080 R081 R080 8 280.29 0.0034 0.006 0.72 0.06 0.08 R082-R081 R082 R081 8 350.63 0.0040 0.002 0.54 0.03 0.05 R083-R046 R083 R046 8 324.60 0.0020 0.008 0.64 0.07 0.11 R084-R047 R084 R047 8 352.68 0.0020 0.010 0.68 0.08 0.11 R085-R007 R085 R007 8 359.08 0.0023 0.007 0.65 0.06 0.09 R086-R065 R086 R065 8 338.68 0.0020 0.003 0.50 0.05 0.07 R087-R062 R087 R062 8 339.00 0.0020 0.003 0.50 0.05 0.07 R088-R074 R088 R074 8 155.65 0.0019 0.001 0.35 0.03 0.04 R089-R070 R089 R070 8 153.82 0.0020 0.001 0.36 0.03 0.04 R801A-R801 R801A R801 8 331.58 0.0024 0.101 1.44 0.23 0.35 R801-R800 R801 R800 8 13.72 0.4110 1.055 17.62 0.21 0.31 R802-R801A R802 R801A 8 329.36 0.0024 0.101 1.44 0.23 0.35 R803-R801 R803 R801 15 15.39 0.0325 0.955 6.51 0.30 0.24 R804-R803 R804 R803 15 399.94 0.0042 0.955 3.12 0.51 0.41 S001-W015 S001 W015 10 286.25 0.0022 0.005 0.56 0.05 0.06 S002-R015 S002 R015 15 226.30 0.0040 0.951 3.07 0.52 0.41 S003A-S003 S003A S003 18 283.85 0.0017 0.827 2.13 0.56 0.37 S003-S002 S003 S002 18 228.18 0.0027 0.827 2.53 0.49 0.33 S004-S003A S004 S003A 18 273.63 0.0030 0.796 2.60 0.47 0.31 S012-S002 S012 S002 10 330.72 0.0008 0.124 1.01 0.32 0.38 S013-S012 S013 S012 10 335.12 0.0010 0.120 1.07 0.30 0.35 S014-S013 S014 S013 10 319.75 0.0014 0.120 1.21 0.27 0.32 S015-S014 S015 S014 10 332.47 0.0016 0.102 1.21 0.24 0.29 S016-S015 S016 S015 10 325.11 0.0011 0.098 1.04 0.26 0.31 S017-S016 S017 S016 8 335.44 0.0025 0.007 0.66 0.06 0.09 S019-S018 S019 S018 8 121.45 0.0023 0.011 0.73 0.08 0.12 S020-S019 S020 S019 8 319.84 0.0024 0.008 0.67 0.07 0.10 S021-S812 S021 S812 8 332.92 0.0022 0.042 1.09 0.15 0.23 S022-S021 S022 S021 8 320.66 0.0018 0.029 0.91 0.13 0.20 S023-S022 S023 S022 8 319.57 0.0023 0.011 0.74 0.08 0.12 S024-S023 S024 S023 8 180.13 0.0018 0.005 0.55 0.06 0.09 S025-S022 S025 S022 8 327.51 0.0031 0.010 0.80 0.07 0.11 S026-S025 S026 S025 8 265.04 0.0325 0.004 1.41 0.03 0.04 Appendix 3 - Capacity Analysis - Model Results 18
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Existing Peak Dry Weather Flow (PDWF) Scenario S027-S030 S027 S030 8 300.57 0.0045 0.004 0.70 0.04 0.06 S029-S014 S029 S014 8 288.81 0.0093 0.013 1.27 0.06 0.09 S030-S021 S030 S021 8 239.80 0.0022 0.005 0.59 0.06 0.09 S811-S016 S811 S016 8 320.57 0.0023 0.084 1.33 0.21 0.32 S812-S811 S812 S811 8 318.28 0.0018 0.082 1.23 0.23 0.34 S813-S812 S813 S812 8 334.70 0.0030 0.013 0.85 0.08 0.12 S814-S813 S814 S813 8 305.88 0.0024 0.007 0.66 0.06 0.10 S815-S814 S815 S814 8 17.31 0.0480 0.007 1.88 0.03 0.05 S817-S812 S817 S812 8 324.55 0.0020 0.021 0.85 0.11 0.16 S818-S817 S818 S817 8 249.78 0.0012 0.001 0.30 0.03 0.05 S819-S818 S819 S818 8 21.21 0.0009 0.001 0.28 0.03 0.05 S820-S817 S820 S817 8 328.59 0.0043 0.013 0.96 0.07 0.11 V001-V800 V001 V800 21 321.67 0.0033 0.159 1.64 0.20 0.11 V002-OC03 V002 OC03 8 40.60 0.2098 0.157 7.96 0.09 0.14 V003-V002 V003 V002 8 7.81 0.0077 0.117 2.27 0.19 0.28
V004-V002 V004 V002 8 252.13 0.0070 0.039 1.59 0.11 0.17 V004-V003 V004 V003 8 226.01 0.0020 0.117 1.41 0.26 0.40 V005-V004 V005 V004 8 377.67 0.0020 0.129 1.43 0.28 0.42 V006-V005 V006 V005 8 375.04 0.0020 0.125 1.42 0.28 0.41 V007-V006 V007 V006 8 275.46 0.0020 0.095 1.33 0.24 0.36 V008-V007 V008 V007 8 269.33 0.0020 0.087 1.30 0.23 0.34 V009-V008 V009 V008 8 269.11 0.0020 0.077 1.24 0.21 0.32 V010-V009 V010 V009 8 272.90 0.0016 0.013 0.69 0.09 0.14 V011-V010 V011 V010 8 241.98 0.0024 0.009 0.70 0.07 0.10 V012-V004 V012 V004 8 204.18 0.0079 0.025 1.45 0.09 0.13 V013-V012 V013 V012 8 202.31 0.0021 0.021 0.87 0.11 0.17 V014-V013 V014 V013 8 378.25 0.0020 0.013 0.73 0.09 0.13 V015-V014 V015 V014 8 347.44 0.0020 0.007 0.60 0.06 0.10 V016-V015 V016 V015 8 227.75 0.0015 0.005 0.51 0.06 0.09 V017-V016 V017 V016 8 237.50 0.0020 0.005 0.56 0.06 0.08 V018-V006 V018 V006 8 278.45 0.0023 0.025 0.95 0.12 0.18 V019-V018 V019 V018 8 273.69 0.0020 0.023 0.88 0.12 0.17 V020-V019 V020 V019 8 286.67 0.0020 0.020 0.84 0.11 0.16 V021-V020 V021 V020 8 107.40 0.0117 0.002 0.73 0.02 0.03 V022-V007 V022 V007 8 391.45 0.0020 0.006 0.59 0.06 0.09 V023-V022 V023 V022 8 388.78 0.0020 0.003 0.46 0.04 0.06 V024-V009 V024 V009 8 334.89 0.0020 0.062 1.17 0.19 0.29 V025-V010 V025 V010 8 213.17 0.0024 0.003 0.52 0.04 0.06 V027-OC07 V027 OC07 8 363.13 0.0181 0.005 1.17 0.03 0.05 V028-V027 V028 V027 8 392.19 0.0021 0.000 0.00 0.00 0.00 V029-OC04 V029 OC04 8 17.31 0.2899 0.119 8.22 0.08 0.12 V030-V029 V030 V029 8 169.97 0.0125 0.080 2.42 0.14 0.20 V031-V030 V031 V030 8 301.99 0.0020 0.045 1.07 0.16 0.24 V032-V031 V032 V031 8 525.05 0.0022 0.022 0.90 0.11 0.17 V033-V013 V033 V013 8 197.00 0.0023 0.005 0.59 0.05 0.08 V034-V033 V034 V033 8 198.55 0.0020 0.004 0.53 0.05 0.08 V035-V014 V035 V014 8 183.83 0.0026 0.004 0.55 0.04 0.07 V036-V020 V036 V020 8 279.62 0.0024 0.015 0.82 0.09 0.14 V800-Y812 V800 Y812 21 671.98 0.0016 0.159 1.26 0.24 0.14 V804-V008 V804 V008 8 392.85 0.0044 0.008 0.85 0.06 0.09 V806-V024 V806 V024 8 367.22 0.0045 0.059 1.54 0.15 0.23 V808-V806 V808 V806 8 158.48 0.0080 0.027 1.49 0.09 0.13 V809A-V808 V809A V808 8 295.92 0.0030 0.027 1.06 0.11 0.17 V809-V809A V809 V809A 8 18.49 0.0465 0.027 2.77 0.06 0.09 V812-V809 V812 V809 8 204.71 0.0027 0.027 1.02 0.12 0.17 V813-V812 V813 V812 8 381.88 0.0040 0.022 1.11 0.10 0.14 Appendix 3 - Capacity Analysis - Model Results 19
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Existing Peak Dry Weather Flow (PDWF) Scenario W002-OC09 W002 OC09 8 104.09 0.0549 0.258 5.74 0.17 0.25 W003-W002 W003 W002 8 363.56 0.0020 0.256 1.69 0.42 0.64 W004-W003 W004 W003 8 359.52 0.0020 0.247 1.68 0.41 0.62 W005-W004 W005 W004 8 338.50 0.0020 0.247 1.68 0.41 0.62 W006-OC09 W006 OC09 10 335.95 0.0017 0.317 1.69 0.44 0.53 W007-W006 W007 W006 10 328.62 0.0016 0.309 1.66 0.43 0.52 W008-W007 W008 W007 10 332.15 0.0016 0.303 1.62 0.44 0.52 W010-W008 W010 W008 8 164.00 0.0048 0.058 1.56 0.15 0.22 W011-W010 W011 W010 10 172.33 0.0031 0.053 1.27 0.15 0.18 W012-W011 W012 W011 10 336.40 0.0016 0.053 1.01 0.17 0.21 W013A-W013 W013A W013 8 339.38 0.0020 0.032 0.96 0.14 0.20 W013-W012 W013 W012 10 245.70 0.0016 0.041 0.94 0.15 0.18 W014-W013 W014 W013 10 85.39 0.0016 0.009 0.61 0.07 0.09 W015-W014 W015 W014 10 333.82 0.0016 0.009 0.60 0.07 0.09 W016-W008 W016 W008 8 315.15 0.0096 0.075 2.16 0.14 0.21 W017-W016 W017 W016 8 191.32 0.0035 0.069 1.47 0.17 0.26 W018-W017 W018 W017 8 138.34 0.0038 0.066 1.50 0.17 0.25 W019-W018 W019 W018 8 144.93 0.0020 0.061 1.16 0.19 0.28 W020-W019 W020 W019 8 282.09 0.0021 0.036 1.02 0.14 0.21 W021-W020 W021 W020 8 316.64 0.0019 0.019 0.81 0.11 0.16 W022-W021 W022 W021 8 175.83 0.0021 0.009 0.66 0.07 0.11 W023-W019 W023 W019 8 297.30 0.0020 0.011 0.70 0.08 0.12 W024-W023 W024 W023 8 269.07 0.0020 0.006 0.59 0.06 0.09 W025-W024 W025 W024 8 296.38 0.0020 0.003 0.47 0.04 0.06 W026-W024 W026 W024 8 133.78 0.0027 0.003 0.54 0.04 0.06 W027-W009 W027 W009 8 306.80 0.0023 0.170 1.63 0.31 0.47 W028-W027 W028 W027 8 307.72 0.0020 0.168 1.53 0.33 0.49 W029-W028 W029 W028 8 182.55 0.0051 0.168 2.16 0.25 0.38 W030-W029 W030 W029 8 77.43 0.0021 0.015 0.77 0.09 0.14 W031-W030 W031 W030 8 280.12 0.0020 0.013 0.73 0.09 0.13 W032-W031 W032 W031 8 329.52 0.0020 0.009 0.67 0.07 0.11 W033-W032 W033 W032 8 233.99 0.0020 0.007 0.62 0.07 0.10 W034-W033 W034 W033 8 330.81 0.0020 0.004 0.51 0.05 0.07 W035-W034 W035 W034 8 66.47 0.0022 0.002 0.43 0.04 0.05 W036-W034 W036 W034 8 83.81 0.0020 0.002 0.41 0.03 0.05 W037-W029 W037 W029 8 140.65 0.0022 0.152 1.56 0.30 0.45 W038-W037 W038 W037 8 276.97 0.0020 0.095 1.32 0.24 0.36 W039-W038 W039 W038 8 273.40 0.0020 0.095 1.32 0.24 0.35 W040-W039 W040 W039 8 372.46 0.0020 0.089 1.29 0.23 0.34 W041-W040 W041 W040 8 247.19 0.0020 0.081 1.26 0.22 0.33 W042-W041 W042 W041 8 300.53 0.0020 0.079 1.25 0.22 0.32 W043-W042 W043 W042 8 108.50 0.0369 0.079 3.52 0.10 0.16 W044-W039 W044 W039 8 190.68 0.0039 0.003 0.59 0.04 0.05 W045-W040 W045 W040 8 147.93 0.0020 0.005 0.55 0.05 0.08 W046-W045 W046 W045 8 236.00 0.0020 0.004 0.51 0.05 0.07 W047-W037 W047 W037 8 176.63 0.0020 0.055 1.13 0.18 0.27 W048-W047 W048 W047 8 346.48 0.0020 0.053 1.13 0.18 0.26 W049-W048 W049 W048 8 347.76 0.0020 0.050 1.10 0.17 0.26 W050-W049 W050 W049 8 201.18 0.0020 0.009 0.67 0.07 0.11 W051-W050 W051 W050 8 295.25 0.0020 0.008 0.63 0.07 0.10 W052-W051 W052 W051 8 291.54 0.0020 0.004 0.53 0.05 0.08 W053-W052 W053 W052 8 82.71 0.0031 0.001 0.42 0.03 0.04 W054-W049 W054 W049 8 134.84 0.0045 0.037 1.35 0.12 0.18 W055-W054 W055 W054 8 350.69 0.0023 0.025 0.94 0.12 0.18 W056-W055 W056 W055 8 300.89 0.0027 0.007 0.68 0.06 0.09 W056-W057 W056 W057 8 300.86 0.0024 0.007 0.65 0.06 0.09 Appendix 3 - Capacity Analysis - Model Results 20
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Existing Peak Dry Weather Flow (PDWF) Scenario Y001-Y806 Y001 Y802 8 323.27 0.0258 0.012 1.77 0.05 0.07 Y002-Y022 Y002 Y022 8 186.17 0.0047 0.012 0.98 0.07 0.10 Y003-Y002 Y003 Y002 8 129.16 0.0054 0.012 1.03 0.07 0.10 Y004-Y003 Y004 Y003 8 203.18 0.0053 0.012 1.02 0.07 0.10 Y005-Y806 Y005 Y806 8 337.49 0.0027 0.125 1.58 0.25 0.38 Y006-Y005 Y006 Y005 8 339.60 0.0028 0.125 1.61 0.25 0.38 Y007-Y006 Y007 Y006 8 150.72 0.0029 0.107 1.56 0.23 0.34 Y008-Y007 Y008 Y007 8 186.66 0.0030 0.090 1.51 0.21 0.31 Y009-Y008 Y009 Y008 8 225.62 0.0035 0.090 1.58 0.20 0.30 Y010-Y009 Y010 Y009 8 101.96 0.0029 0.029 1.08 0.12 0.18 Y011-Y010 Y011 Y010 8 204.62 0.0029 0.029 1.08 0.12 0.18 Y012-Y011 Y012 Y011 8 140.10 0.0031 0.029 1.09 0.12 0.18 Y013-Y810 Y013 Y810 8 362.09 0.0031 0.042 1.22 0.14 0.21 Y014-Y013 Y014 Y013 8 345.76 0.0036 0.025 1.11 0.11 0.16 Y015-V030 Y015 V030 8 208.01 0.0202 0.014 1.70 0.05 0.08 Y016-Y015 Y016 Y015 8 218.23 0.0024 0.009 0.71 0.07 0.11 Y017-V031 Y017 V031 8 217.44 0.0075 0.013 1.17 0.06 0.10 Y018-Y017 Y018 Y017 8 207.25 0.0016 0.010 0.64 0.08 0.12 Y019-V032 Y019 V032 8 442.51 0.0074 0.013 1.18 0.07 0.10 Y020-V029 Y020 V029 8 25.90 0.0981 0.039 4.03 0.06 0.09 Y021-Y019 Y021 Y019 8 36.84 0.0312 0.006 1.52 0.03 0.05 Y022-Y001 Y022 Y001 8 86.46 0.0063 0.012 1.08 0.06 0.10 Y023-Y810 Y023 Y810 8 273.34 0.0018 0.000 0.00 0.00 0.00 Y024-Y014 Y024 Y014 8 296.48 0.0033 0.025 1.08 0.11 0.16 Y810-Y808 Y810 Y808 8 326.58 0.0026 0.056 1.26 0.17 0.25 Y811-Y809 Y811 Y809 12 148.65 0.0078 0.051 1.70 0.11 0.11 Z001-Z831 Z001 Z831 8 91.85 0.0072 0.094 2.08 0.17 0.25 Z002A-Z831 Z002A Z831 10 394.36 0.0030 0.084 1.44 0.19 0.22 Z002-Z001 Z002 Z001 8 301.97 0.0017 0.094 1.24 0.25 0.37 Z003-Z002 Z003 Z002 8 62.09 0.0027 0.081 1.41 0.20 0.30 Z004-Z002A Z004 Z002A 10 319.44 0.0020 0.084 1.25 0.20 0.25 Z004-Z003 Z004 Z003 8 251.02 0.0019 0.069 1.18 0.20 0.31 Z005-Z004 Z005 Z004 8 287.84 0.0020 0.051 1.10 0.17 0.26 Z006-Z005 Z006 Z005 8 273.44 0.0021 0.047 1.09 0.16 0.25 Z007-Z029 Z007 Z029 8 230.35 0.0020 0.023 0.88 0.12 0.18 Z008-Z007 Z008 Z007 8 357.48 0.0022 0.023 0.91 0.11 0.17 Z009-Z008 Z009 Z008 8 223.11 0.0021 0.011 0.70 0.08 0.12 Z010-Z009 Z010 Z009 8 112.84 0.0039 0.000 0.00 0.00 0.00 Z011-Z010 Z011 Z010 8 425.76 0.0040 0.000 0.00 0.00 0.00 Z012-Z011 Z012 Z011 8 18.21 0.0033 0.000 0.00 0.00 0.00 Z015-Z028 Z015 Z028 12 153.83 0.0026 0.051 1.16 0.14 0.14 Z016-Z800 Z016 Z800 8 303.39 0.0045 0.056 1.51 0.15 0.22 Z017-Z016 Z017 Z016 8 290.36 0.0003 0.004 0.28 0.08 0.12 Z018-Z004 Z018 Z004 8 333.81 0.0020 0.102 1.33 0.25 0.37 Z019-Z018 Z019 Z018 8 355.97 0.0023 0.064 1.24 0.19 0.28 Z020-Z019 Z020 Z019 8 289.86 0.0020 0.060 1.16 0.19 0.28 Z021-Z022 Z021 Z022 8 221.72 0.0020 0.030 0.95 0.13 0.20 Z022-Z023 Z022 Z023 8 217.99 0.0015 0.034 0.89 0.15 0.22 Z023-Z024 Z023 Z024 12 22.53 0.0044 0.034 1.23 0.10 0.10 Z024-Z015 Z024 Z015 12 145.53 0.0027 0.045 1.13 0.13 0.13 Z025-Z015 Z025 Z015 6 69.07 0.0012 0.006 0.50 0.07 0.15 Z026-Z025 Z026 Z025 6 361.94 0.0012 0.006 0.50 0.07 0.15 Z029-Z021 Z029 Z021 8 230.68 0.0020 0.023 0.88 0.12 0.18 Z029-Z030 Z028 Z030 12 129.23 0.0027 0.051 1.18 0.14 0.14 Z030-Z031 Z030 Z031 12 165.25 0.0209 0.051 2.40 0.09 0.09 Z031-Y811 Z031 Y811 12 241.87 0.0073 0.051 1.66 0.11 0.11 Appendix 3 - Capacity Analysis - Model Results 21
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
B001-C001 B001 C001 10 279.79 0.0012 0.070 0.99 0.21 0.25 B002-B001 B002 B001 10 135.29 0.0012 0.064 0.96 0.20 0.25 B003-B002 B003 B002 10 122.75 0.0012 0.060 0.95 0.20 0.23 B004-B003 B004 B003 10 137.42 0.0012 0.045 0.88 0.17 0.20 B005-B004 B005 B004 10 131.33 0.0012 0.029 0.77 0.14 0.16 B006-B005 B006 B005 10 127.26 0.0012 0.022 0.70 0.12 0.14 B007-B006 B007 B006 10 259.35 0.0012 0.008 0.52 0.07 0.09 B008-B007 B008 B007 8 269.59 0.0026 0.008 0.70 0.06 0.10 B009-B008 B009 B008 8 259.91 0.0020 0.004 0.53 0.05 0.08 B010-B009 B010 B009 8 89.19 0.0020 0.001 0.35 0.03 0.04 B011-B006 B011 B006 8 270.78 0.0019 0.008 0.64 0.07 0.11 B012-B011 B012 B011 8 260.24 0.0020 0.005 0.55 0.06 0.08 B013-B012 B013 B012 8 200.15 0.0020 0.002 0.39 0.03 0.05 B014-B004 B014 B004 8 270.76 0.0020 0.016 0.78 0.10 0.14 B015-B014 B015 B014 8 261.26 0.0020 0.012 0.73 0.09 0.13 B016-B015 B016 B015 8 214.26 0.0024 0.005 0.60 0.05 0.08 B017-B016 B017 B016 8 198.07 0.0020 0.004 0.51 0.05 0.07 B018-B015 B018 B015 8 179.03 0.0020 0.002 0.39 0.03 0.05 B019-H022 B019 H022 10 176.55 0.0020 0.181 1.56 0.30 0.36 B020-B045 B020 B045 8 273.36 0.0032 0.162 1.81 0.28 0.42 B021-B020 B021 B020 8 327.92 0.0032 0.141 1.75 0.26 0.39 B022-B021 B022 B021 8 124.17 0.0038 0.047 1.36 0.14 0.21 B023-B022 B023 B022 8 192.07 0.0041 0.027 1.19 0.11 0.16 B024-B023 B024 B023 8 65.73 0.0037 0.007 0.75 0.06 0.08 B025-B024 B025 B024 8 243.62 0.0040 0.006 0.74 0.05 0.08 B026A-B026 B026A B026 8 48.20 0.0027 0.004 0.57 0.05 0.07 B026-B025 B026 B025 8 17.74 0.0034 0.004 0.62 0.04 0.07 B028-B022 B028 B022 8 262.11 0.0072 0.020 1.32 0.08 0.12 B029-B028 B029 B028 8 207.80 0.0040 0.008 0.80 0.06 0.09 B030-B029 B030 B029 8 214.83 0.0040 0.005 0.72 0.05 0.07 B031-B028 B031 B028 8 259.05 0.0048 0.010 0.94 0.06 0.10 B032-B031 B032 B031 8 255.69 0.0042 0.008 0.82 0.06 0.09 B033-B032 B033 B032 8 249.92 0.0040 0.004 0.66 0.04 0.06 B034-CO17 B034 C017 8 292.13 0.0023 0.022 0.90 0.11 0.16 B035-B034 B035 B034 8 255.96 0.0020 0.012 0.72 0.08 0.13 B036-B035 B036 B035 8 349.45 0.0020 0.005 0.56 0.06 0.09 B037-B034 B037 B034 8 355.71 0.0027 0.008 0.70 0.06 0.10 B038-B035 B038 B035 8 166.70 0.0024 0.004 0.57 0.05 0.07 B039-B002 B039 B002 8 241.67 0.0020 0.005 0.54 0.06 0.08 B040-B039 B040 B039 8 97.74 0.0024 0.001 0.40 0.03 0.04 B041-B019 B041 B019 10 261.62 0.0034 0.016 0.93 0.08 0.10 B045-B019 B045 B019 8 55.20 0.0011 0.165 1.21 0.39 0.58 C001-I017A C001 I017A 15 299.35 0.0015 0.699 1.96 0.58 0.46 C002-C003 C002 C003 8 248.27 0.0131 0.010 1.33 0.05 0.08 C003-C005 C003 C005 8 352.17 0.0024 0.085 1.36 0.21 0.32 C004-C058 C004 C058 12 10.63 0.0085 0.000 0.00 0.00 0.00 C004-I044 C004 I044 12 338.54 0.0020 0.232 1.65 0.32 0.32 C005-C004 C005 C004 8 350.88 0.0024 0.085 1.37 0.21 0.32 C006-C004 C006 C004 12 338.27 0.0040 0.135 1.80 0.21 0.21 C007-I102 C007 I102 18 315.96 0.0015 1.697 2.46 0.87 0.58 C008-C007 C008 C007 15 611.45 0.0026 1.697 3.00 0.84 0.67 C009-C008 C009 C008 15 16.65 0.0024 1.697 2.46 0.56 0.45 C010-D012 C010 D012 8 291.77 0.0049 0.038 1.39 0.12 0.18 C011-C010 C011 C010 8 299.80 0.0048 0.031 1.30 0.11 0.16 C012A-C001 C012A C001 12 236.19 0.0012 0.256 1.40 0.39 0.39 C012-C001 C012 C001 12 261.24 0.0015 0.359 1.66 0.44 0.44 Model Results - Existing Peak Wet Weather Flow (PWWF) Scenario Appendix 3 - Capacity Analysis - Model Results 22
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Existing Peak Wet Weather Flow (PWWF) Scenario C013A-C012A C013A C012A 10 274.22 0.0010 0.256 1.29 0.46 0.55 C013-C012 C013 C012 12 240.25 0.0013 0.353 1.55 0.46 0.46 C014-C013 C014 C013 12 130.42 0.0015 0.352 1.67 0.43 0.43 C015-C014 C015 C014 12 153.36 0.0015 0.352 1.66 0.44 0.44 C016-C015 C016 C015 12 185.94 0.0015 0.352 1.66 0.44 0.44 C017-C016 C017 C016 12 220.85 0.0015 0.350 1.65 0.44 0.44 C019-C013A C019 C013A 8 328.40 0.0116 0.060 2.16 0.12 0.18 C020-C019 C020 C019 8 252.66 0.0137 0.006 1.17 0.04 0.06 C021-C019 C021 C019 8 240.65 0.0040 0.039 1.31 0.13 0.19 C022-C021 C022 C021 8 151.67 0.0039 0.035 1.25 0.12 0.18 C023-C022 C023 C022 8 164.99 0.0089 0.005 0.94 0.04 0.06 C024-C022 C024 C022 8 227.08 0.0040 0.026 1.16 0.10 0.16 C026-C013A C026 C013A 12 285.83 0.0011 0.196 1.24 0.35 0.35 C027-C026 C027 C026 8 244.16 0.0043 0.188 2.10 0.28 0.42 C028-C027 C028 C027 8 262.35 0.0040 0.168 1.98 0.27 0.40 C029-C028 C029 C028 8 263.41 0.0040 0.134 1.86 0.24 0.36 C030-C029 C030 C029 8 257.33 0.0035 0.072 1.49 0.18 0.27 C031-C030 C031 C030 8 43.34 0.1324 0.068 5.27 0.07 0.11 C032-C031 C032 C031 8 143.13 0.0037 0.058 1.43 0.16 0.24 C033-C032 C033 C032 8 109.37 0.0038 0.058 1.44 0.16 0.23 C034-C033 C034 C033 8 172.49 0.0035 0.056 1.38 0.16 0.24 C035-C034 C035 C034 8 166.57 0.0036 0.053 1.38 0.15 0.23 C036-C035 C036 C035 8 237.82 0.0037 0.043 1.31 0.14 0.20 C037-C026 C037 C026 10 210.25 0.0017 0.008 0.58 0.07 0.08 C038-C027 C038 C027 8 268.21 0.0035 0.018 1.00 0.09 0.13 C039-C028 C039 C028 8 265.19 0.0036 0.032 1.19 0.12 0.18 C040-C029 C040 C029 8 271.91 0.0027 0.057 1.28 0.17 0.25 C041-C031 C041 C031 8 329.44 0.0056 0.009 0.95 0.06 0.09 C042-C041 C042 C041 8 149.57 0.0067 0.004 0.81 0.04 0.06 C043-C029 C043 C029 8 251.52 0.0084 0.003 0.81 0.03 0.05 C044-C030 C044 C030 8 211.72 0.0100 0.005 0.95 0.04 0.06 C045-C035 C045 C035 8 204.04 0.0064 0.008 0.94 0.05 0.08 C046-C047 C046 C047 8 308.01 0.0015 0.030 0.86 0.14 0.21 C047-C048 C047 C048 8 39.28 0.0214 0.044 2.45 0.09 0.13 C048-D014 C048 D014 8 348.69 0.0024 0.044 1.13 0.15 0.23 C049-C045 C049 C045 8 40.09 0.0055 0.006 0.82 0.05 0.07 C051-C011 C051 C011 8 156.72 0.0047 0.011 0.94 0.07 0.10 C052-C024 C052 C024 8 241.48 0.0039 0.015 0.98 0.08 0.12 C053-C052 C053 C052 8 295.90 0.0072 0.008 1.00 0.05 0.08 C054-C052 C054 C052 8 141.95 0.0039 0.003 0.60 0.04 0.06 C055-C024 C055 C024 8 139.43 0.0040 0.006 0.74 0.05 0.08 C056-C046 C056 C046 8 184.19 0.0005 0.010 0.41 0.11 0.16 C057-I051 C057 I051 12 314.01 0.0023 0.003 0.49 0.04 0.04 C058-C057 C058 C057 12 8.29 0.0084 0.000 0.00 0.00 0.00 C800-C017 C800 C017 12 113.47 0.0015 0.327 1.62 0.42 0.42 C806-C037 C806 C037 8 324.10 0.0013 0.007 0.52 0.07 0.11 C809-C038 C809 C038 8 265.63 0.0037 0.014 0.94 0.08 0.12 C812-C039 C812 C039 8 267.35 0.0036 0.028 1.15 0.11 0.17 C813-C040 C813 C040 8 263.35 0.0029 0.054 1.27 0.16 0.24 D001-C006 D001 C006 12 304.59 0.0040 0.123 1.75 0.20 0.20 D002-D090 D002 D090 10 83.50 0.0020 0.000 0.00 0.00 0.00 D003-D002 D003 D002 10 254.66 0.0020 0.000 0.00 0.00 0.00 D004-D091 D004 D091 10 260.32 0.0022 0.197 1.63 0.31 0.38 D005-D004 D005 D004 10 330.67 0.0021 0.197 1.62 0.31 0.38 D006-D005 D006 D005 10 342.70 0.0020 0.197 1.58 0.32 0.38 D007-D006 D007 D006 10 329.85 0.0020 0.020 0.82 0.10 0.12 Appendix 3 - Capacity Analysis - Model Results 23
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Existing Peak Wet Weather Flow (PWWF) Scenario D008-D007 D008 D007 10 141.22 0.0019 0.018 0.78 0.10 0.12 D009-D008 D009 D008 10 183.07 0.0021 0.003 0.48 0.04 0.05 D010-D009 D010 D009 10 332.49 0.0020 0.003 0.47 0.04 0.05 D011-D001 D011 D001 10 291.10 0.0025 0.013 0.77 0.08 0.09 D012-D011 D012 D011 10 286.24 0.0025 0.000 0.00 0.00 0.00 D012-D098 D012 D098 10 293.36 0.0036 0.111 1.66 0.20 0.24 D013-D012 D013 D012 10 248.54 0.0026 0.071 1.30 0.18 0.21 D014-D013 D014 D013 10 247.66 0.0025 0.068 1.27 0.18 0.21 D015-D014 D015 D014 10 287.62 0.0025 0.019 0.86 0.09 0.11 D016-D015 D016 D015 10 291.68 0.0025 0.014 0.79 0.08 0.10 D018-D031 D018 D031 15 404.98 0.0011 0.955 1.90 0.76 0.61 D020-D018 D020 D018 15 395.03 0.0020 0.947 2.38 0.63 0.50 D021-D020 D021 D020 15 434.75 0.0018 0.944 2.29 0.64 0.52 D022A-D022 D022A D022 12 297.71 0.0067 0.803 3.57 0.46 0.46 D022-D021 D022 D021 15 388.37 0.0021 0.933 2.42 0.61 0.49 D023-D016 D023 D016 8 107.86 0.0045 0.009 0.89 0.06 0.09 D024-D023 D024 D023 10 325.46 0.0020 0.009 0.64 0.07 0.08 D025-D022 D025 D022 8 24.54 0.1663 0.126 6.88 0.09 0.14 D025-D023 D025 D023 8 12.47 0.0024 0.000 0.00 0.00 0.00 D026-D025 D026 D025 8 255.56 0.0026 0.126 1.57 0.26 0.39 D027A-D026 D027A D026 8 79.62 0.0069 0.122 2.22 0.20 0.29 D027-D027A D027 D027A 8 169.81 0.0032 0.122 1.67 0.24 0.36 D028-D027 D028 D027 8 218.28 0.0041 0.105 1.76 0.21 0.31 D029-D028 D029 D028 8 153.07 0.0018 0.092 1.27 0.24 0.36 D030-D029 D030 D029 8 273.60 0.0024 0.084 1.36 0.21 0.32 D031-C009 D031 C009 15 118.99 0.0075 1.697 4.49 0.60 0.48 D032-D031 D032 D031 15 325.61 0.0020 0.739 2.23 0.54 0.44 D033-D032 D033 D032 12 248.97 0.0020 0.465 1.98 0.47 0.47 D034-D033 D034 D033 12 340.84 0.0020 0.465 1.98 0.47 0.47 D035-D034 D035 D034 12 331.40 0.0021 0.465 2.00 0.47 0.47 D036-D035 D036 D035 12 478.18 0.0020 0.456 1.97 0.46 0.46 D037-D036 D037 D036 12 427.81 0.0020 0.453 1.97 0.46 0.46 D038-D032 D038 D032 8 150.39 0.0091 0.075 2.12 0.14 0.21 D039-D038 D039 D038 8 223.98 0.0040 0.066 1.53 0.16 0.25 D040-D039 D040 D039 8 217.89 0.0017 0.052 1.05 0.18 0.27 D041-D040 D041 D040 8 217.47 0.0032 0.043 1.25 0.14 0.21 D042-D041 D042 D041 8 140.39 0.0034 0.037 1.22 0.13 0.19 D043-D042 D043 D042 8 206.59 0.0039 0.037 1.28 0.12 0.19 D044-D043 D044 D043 8 24.37 0.0189 0.021 1.87 0.06 0.10 D045-D038 D045 D038 6 342.74 0.0199 0.009 1.52 0.05 0.09 D046-D006 D046 D006 8 101.71 0.0286 0.177 4.08 0.16 0.25 D047-D046 D047 D046 8 59.27 0.0034 0.176 1.89 0.29 0.43 D048-D047 D048 D047 8 274.19 0.0032 0.134 1.72 0.25 0.38 D049-D048 D049 D048 8 59.50 0.0032 0.125 1.69 0.24 0.36 D050-D049 D050 D049 8 290.24 0.0032 0.109 1.62 0.22 0.34 D051-D050 D051 D050 8 37.51 0.0032 0.079 1.48 0.19 0.29 D052-D051 D052 D051 8 166.67 0.0031 0.048 1.27 0.15 0.22 D053-D052 D053 D052 8 195.64 0.0041 0.046 1.38 0.14 0.20 D054-D053 D054 D053 8 346.91 0.0032 0.016 0.93 0.09 0.13 D055-D054 D055 D054 8 349.45 0.0033 0.010 0.81 0.07 0.10 D056-D055 D056 D055 8 353.38 0.0031 0.005 0.65 0.05 0.08 D057-D050 D057 D050 8 252.07 0.0024 0.029 1.00 0.12 0.18 D058-D057 D058 D057 8 263.26 0.0024 0.025 0.95 0.11 0.17 D059-D058 D059 D058 8 263.11 0.0024 0.018 0.87 0.10 0.15 D060-D059 D060 D059 8 263.54 0.0024 0.012 0.77 0.08 0.12 D061-D060 D061 D060 8 309.54 0.0032 0.005 0.64 0.05 0.07 Appendix 3 - Capacity Analysis - Model Results 24
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Existing Peak Wet Weather Flow (PWWF) Scenario D062-D047 D062 D047 8 239.89 0.0033 0.038 1.22 0.13 0.20 D063-D062 D063 D062 8 259.25 0.0031 0.016 0.92 0.09 0.13 D064-D049 D064 D049 8 177.14 0.0031 0.016 0.92 0.09 0.13 D065-D064 D065 D064 8 198.08 0.0032 0.010 0.81 0.07 0.10 D067-D051 D067 D051 8 251.85 0.0031 0.031 1.13 0.12 0.18 D068-D067 D068 D067 8 255.94 0.0032 0.031 1.13 0.12 0.18 D069-D070 D069 D070 8 269.63 0.0020 0.018 0.81 0.10 0.15 D070-D071 D070 D071 8 254.91 0.0020 0.023 0.88 0.12 0.17 D071-D072 D071 D072 8 257.29 0.0020 0.027 0.92 0.12 0.19 D072-D073 D072 D073 8 209.73 0.0020 0.032 0.97 0.14 0.21 D073-D074 D073 D074 8 264.21 0.0020 0.051 1.10 0.17 0.26 D074-D030 D074 D030 8 81.80 0.0006 0.071 0.79 0.28 0.42 D075-D074 D075 D074 8 228.15 0.0024 0.015 0.83 0.09 0.14 D081-D073 D081 D073 8 184.78 0.0025 0.019 0.90 0.10 0.15 D082-D081 D082 D081 8 255.40 0.0020 0.016 0.79 0.10 0.15 D083-D082 D083 D082 8 256.66 0.0020 0.012 0.72 0.08 0.13 D084-D083 D084 D083 8 256.91 0.0036 0.009 0.81 0.06 0.09 D085-D084 D085 D084 8 250.72 0.0024 0.004 0.54 0.05 0.07 D086-D008 D086 D008 8 246.07 0.0040 0.013 0.95 0.08 0.11 D086-D008A D008A D008 8 185.17 0.0231 0.002 0.96 0.02 0.03 D087-D086 D087 D086 8 305.42 0.0040 0.009 0.85 0.06 0.10 D090-D001 D090 D001 8 17.57 0.0023 0.111 1.44 0.25 0.37 D091-D003 D091 D003 10 69.11 0.0007 0.000 0.00 0.00 0.00 D091-D032 D091 D032 10 8.94 0.0022 0.197 1.65 0.31 0.37 D092-D074 D092 D074 8 334.36 0.0024 0.005 0.58 0.05 0.08 D093-D059 D093 D059 8 158.00 0.0032 0.004 0.61 0.04 0.07 D094-D058 D094 D058 8 158.90 0.0032 0.004 0.61 0.04 0.07 D095-D057 D095 D057 8 159.26 0.0032 0.004 0.61 0.04 0.07 D096-D071 D096 D071 8 158.64 0.0183 0.004 1.09 0.03 0.04 D097-D070 D097 D070 8 155.79 0.0115 0.004 0.93 0.03 0.05 D098-D090 D098 D090 10 301.60 0.0022 0.111 1.40 0.23 0.28 E001-D010 E001 D010 10 316.10 0.0021 0.000 0.00 0.00 0.00 E001-E003 E001 E003 10 10.42 0.1344 0.051 4.71 0.06 0.07 E002-E001 E002 E001 8 39.33 0.0036 0.021 1.04 0.10 0.14 E003-D037 E003 D037 12 409.94 0.0021 0.440 1.98 0.45 0.45 E005A-E003 E005A E003 12 507.10 0.0041 0.376 2.43 0.34 0.34 E005-E005A E005 E005A 8 17.20 0.0279 0.274 4.59 0.21 0.31 E006-E005 E006 E005 8 286.15 0.0024 0.271 1.85 0.41 0.62 E007-E006 E007 E006 8 286.09 0.0024 0.250 1.82 0.39 0.59 E008-E007 E008 E007 8 283.56 0.0021 0.250 1.71 0.41 0.62 E009-E008 E009 E008 8 17.82 0.0067 0.102 2.08 0.18 0.27 E010-E009 E010 E009 8 168.63 0.0018 0.102 1.29 0.25 0.38 E011-E010 E011 E010 8 15.83 0.0030 0.031 1.11 0.12 0.18 E012-E011 E012 E011 8 317.97 0.0024 0.031 1.02 0.13 0.19 E013-E012 E013 E012 8 309.59 0.0032 0.019 0.97 0.09 0.14 E014-E013 E014 E013 8 202.26 0.0193 0.006 1.31 0.04 0.05 E015-E005A E015 E005A 8 305.23 0.0082 0.095 2.18 0.17 0.25 E016-E015 E016 E015 8 306.48 0.0025 0.085 1.38 0.21 0.32 E017-E016 E017 E016 8 241.83 0.0022 0.073 1.27 0.20 0.30 E018-E017 E018 E017 8 192.34 0.0024 0.017 0.85 0.10 0.14 E019-E018 E019 E018 8 271.24 0.0024 0.015 0.81 0.09 0.13 E020-E019 E020 E019 8 269.46 0.0024 0.013 0.78 0.08 0.12 E021-E020 E021 E020 8 258.84 0.0029 0.010 0.78 0.07 0.11 E022-E021 E022 E021 8 309.40 0.0024 0.004 0.55 0.05 0.07 E023-E021 E023 E021 8 298.27 0.0024 0.004 0.57 0.05 0.07 E024-E023 E024 E023 8 175.78 0.0024 0.002 0.42 0.03 0.05 Appendix 3 - Capacity Analysis - Model Results 25
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Existing Peak Wet Weather Flow (PWWF) Scenario E026-D060 E026 D060 8 263.25 0.0024 0.006 0.62 0.06 0.09 E027-E026 E027 E026 8 255.02 0.0024 0.004 0.56 0.05 0.07 E028-E027 E028 E027 8 248.27 0.0024 0.002 0.45 0.03 0.05 E029-D069 E029 D069 8 273.09 0.0023 0.015 0.81 0.09 0.13 E030-E029 E030 E029 8 265.12 0.0028 0.013 0.82 0.08 0.12 E031-E017 E031 E017 8 181.74 0.0037 0.018 1.01 0.09 0.13 E032-E031 E032 E031 8 68.05 0.0035 0.016 0.96 0.09 0.13 E033-E032 E033 E032 8 98.89 0.0023 0.002 0.42 0.03 0.05 E034-E032 E034 E032 8 354.07 0.0024 0.014 0.81 0.09 0.13 E035-E034 E035 E034 8 345.39 0.0024 0.011 0.75 0.08 0.11 E036-E035 E036 E035 8 202.77 0.0024 0.004 0.56 0.05 0.07 E037-E017 E037 E017 8 227.30 0.0023 0.036 1.06 0.14 0.21 E038-E037 E038 E037 8 299.86 0.0024 0.020 0.89 0.10 0.15 E039-E038 E039 E038 8 299.65 0.0024 0.016 0.83 0.09 0.14 E040-E039 E040 E039 8 299.48 0.0021 0.011 0.71 0.08 0.12 E041-E040 E041 E040 8 303.30 0.0027 0.006 0.64 0.06 0.08 E042-E041 E042 E041 8 139.42 0.0025 0.002 0.42 0.03 0.05 E043-E037 E043 E037 8 230.96 0.0076 0.012 1.15 0.06 0.09 E044-E043 E044 E043 8 349.56 0.0024 0.005 0.61 0.06 0.08 E045-E044 E045 E044 8 203.86 0.0024 0.001 0.38 0.03 0.04 E046-E016 E046 E016 8 347.94 0.0024 0.009 0.72 0.07 0.11 E047-E046 E047 E046 8 111.30 0.0023 0.005 0.57 0.05 0.08 E048-E015 E048 E015 8 343.93 0.0102 0.010 1.20 0.05 0.08 E049-E048 E049 E048 8 105.88 0.0025 0.004 0.58 0.05 0.08 E050-E002 E050 E002 8 350.45 0.0034 0.021 1.03 0.10 0.14 E051-E050 E051 E050 8 151.23 0.0040 0.016 1.00 0.08 0.12 E052-E008 E052 E008 8 168.78 0.0010 0.148 1.15 0.37 0.56 E054-E810 E054 E810 8 258.33 0.0020 0.041 1.03 0.15 0.23 E055-E054 E055 E054 8 363.76 0.0024 0.018 0.87 0.10 0.15 E056-E055 E056 E055 8 359.81 0.0024 0.014 0.81 0.09 0.13 E057-E056 E057 E056 8 363.34 0.0024 0.008 0.69 0.07 0.10 E058-E054 E058 E054 8 268.53 0.0020 0.020 0.84 0.11 0.16 E059-E058 E059 E058 8 360.76 0.0020 0.015 0.78 0.10 0.14 E060-E059 E060 E059 8 360.38 0.0020 0.012 0.72 0.08 0.13 E061-E060 E061 E060 8 364.40 0.0020 0.006 0.59 0.06 0.09 E801-E030 E801 E030 8 267.27 0.0020 0.011 0.70 0.08 0.12 E806-E052 E806 E052 8 24.49 0.0010 0.103 1.04 0.30 0.45 E807-E806 E807 E806 8 187.08 0.0008 0.103 0.96 0.32 0.48 E808A-E807 E808A E807 8 358.79 0.0011 0.103 1.07 0.29 0.44 E808-E808A E808 E808A 8 131.23 0.0010 0.103 1.06 0.30 0.45 E809-E808 E809 E808 8 255.48 0.0011 0.085 1.04 0.26 0.39 E810-E809 E810 E809 8 261.87 0.0011 0.046 0.86 0.19 0.29 E811-E810 E811 E810 8 348.96 0.0024 0.005 0.61 0.06 0.08 E812-E811 E812 E811 8 255.53 0.0024 0.003 0.51 0.04 0.06 E833-E058 E833 E058 8 119.97 0.0021 0.001 0.39 0.03 0.05 F002-F001 F002 F001 21 8.05 0.2473 0.027 4.32 0.03 0.02 F003-F002 F003 F002 15 349.22 0.0031 0.027 0.99 0.10 0.08 F004-F003 F004 F003 15 357.41 0.0047 0.007 0.76 0.05 0.04 F005-F004 F005 F004 15 351.22 0.0047 0.007 0.76 0.05 0.04 F006-F800 F006 F800 8 418.39 0.0050 0.031 1.32 0.11 0.16 F007-F006 F007 F006 8 83.80 0.0075 0.031 1.52 0.10 0.15 F008-F007 F008 F007 8 335.84 0.0052 0.017 1.11 0.08 0.12 F009-F008 F009 F008 8 328.78 0.0015 0.007 0.55 0.07 0.10 F011-F001 F011 F001 8 46.69 0.0291 0.016 2.01 0.05 0.08 G001-G001A G001 G001A 8 216.66 0.0027 0.044 1.19 0.15 0.22 G002-G001 G002 G001 8 191.60 0.0020 0.015 0.78 0.10 0.14 Appendix 3 - Capacity Analysis - Model Results 26
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Existing Peak Wet Weather Flow (PWWF) Scenario G003-G002 G003 G002 8 164.47 0.0020 0.011 0.70 0.08 0.12 G004-G003 G004 G003 8 281.87 0.0020 0.007 0.60 0.06 0.10 G005-G004 G005 G004 8 298.34 0.0020 0.007 0.61 0.06 0.10 G006-G005 G006 G005 8 169.64 0.0020 0.002 0.43 0.04 0.06 G007-G012 G007 G012 8 134.80 0.0040 0.002 0.51 0.03 0.04 G008-G001 G008 G001 8 106.31 0.0029 0.029 1.07 0.12 0.18 G009-G008 G009 G008 8 321.87 0.0023 0.024 0.93 0.11 0.17 G010-G009 G010 G009 8 245.00 0.0020 0.021 0.86 0.11 0.17 G011-G010 G011 G010 8 261.41 0.0020 0.017 0.79 0.10 0.15 G012-G011 G012 G011 8 88.58 0.0019 0.013 0.74 0.09 0.13 G013-G012 G013 G012 8 327.73 0.0020 0.012 0.71 0.08 0.13 G014-G013 G014 G013 8 328.54 0.0020 0.007 0.62 0.07 0.10 G015-G009 G015 G009 8 196.50 0.0039 0.003 0.60 0.04 0.06 G016-G008 G016 G008 8 33.09 0.0181 0.001 0.80 0.02 0.03 G801-G014 G801 G014 8 121.87 0.0021 0.002 0.45 0.04 0.06 H010-H002 H010 H002 12 11.95 0.1163 0.532 8.84 0.18 0.18 H011-H010 H011 H010 10 298.95 0.0020 0.239 1.67 0.36 0.43 H013-H011 H013 H011 10 285.32 0.0019 0.234 1.63 0.36 0.43 H015-H013 H015 H013 10 288.22 0.0016 0.231 1.51 0.37 0.45 H016-H015 H016 H015 10 342.70 0.0018 0.227 1.59 0.35 0.43 H017-H016 H017 H016 10 189.85 0.0020 0.227 1.64 0.35 0.42 H018-H017 H018 H017 10 163.53 0.0020 0.214 1.63 0.33 0.40 H019A-H018 H019A H018 10 105.19 0.0021 0.199 1.62 0.32 0.38 H019-H019A H019 H019A 10 244.75 0.0020 0.199 1.60 0.32 0.38 H020-H019 H020 H019 10 349.29 0.0020 0.199 1.60 0.32 0.38 H021-H020 H021 H020 10 75.24 0.0021 0.199 1.61 0.32 0.38 H022-H021 H022 H021 10 72.48 0.0017 0.183 1.45 0.32 0.39 H023-H010 H023 H010 8 62.07 0.0169 0.293 3.90 0.24 0.37 H024-H023 H024 H023 8 558.60 0.0163 0.154 3.21 0.18 0.26 H024-H025 H024 H025 10 245.01 0.0018 0.053 1.05 0.17 0.20 H025-H026 H025 H026 10 260.18 0.0012 0.053 0.90 0.19 0.22 H026-H027 H026 H027 10 279.48 0.0012 0.057 0.93 0.19 0.23 H027-H028 H027 H028 10 112.54 0.0013 0.068 1.02 0.20 0.25 H028-H029 H028 H029 10 257.18 0.0017 0.154 1.40 0.29 0.35 H029-H030 H029 H030 10 368.36 0.0012 0.170 1.27 0.34 0.40 H030-H031 H030 H031 10 371.57 0.0012 0.177 1.27 0.35 0.42 H031-I012 H031 I012 10 217.20 0.0018 0.179 1.50 0.31 0.37 H037-H105 H037 H105 10 143.48 0.0012 0.188 1.30 0.36 0.43 H038-H037 H038 H037 8 255.33 0.0020 0.009 0.66 0.07 0.11 H039-H038 H039 H038 8 221.94 0.0023 0.004 0.56 0.05 0.08 H040-H037 H040 H037 10 176.19 0.0013 0.176 1.30 0.34 0.41 H041-H040 H041 H040 10 180.57 0.0011 0.173 1.23 0.35 0.42 H042-H041 H042 H041 10 208.95 0.0013 0.170 1.30 0.33 0.40 H043-H042 H043 H042 10 348.08 0.0012 0.168 1.27 0.33 0.40 H044-H043 H044 H043 8 263.66 0.0024 0.023 0.94 0.11 0.17 H045-H044 H045 H044 8 105.25 0.0025 0.018 0.87 0.10 0.14 H046-H045 H046 H045 8 185.11 0.0024 0.015 0.82 0.09 0.14 H047-H046 H047 H046 8 256.71 0.0024 0.010 0.72 0.07 0.11 H048-H047 H048 H047 8 257.07 0.0024 0.007 0.64 0.06 0.09 H049-H048 H049 H048 8 76.99 0.0025 0.001 0.36 0.02 0.04 H050-H043 H050 H043 10 370.83 0.0012 0.139 1.20 0.30 0.37 H051-H050 H051 H050 10 173.91 0.0012 0.096 1.08 0.25 0.30 H052-H051 H052 H051 8 31.75 0.0025 0.093 1.43 0.22 0.33 H053-H052 H053 H052 8 367.94 0.0049 0.017 1.09 0.08 0.12 H054-H053 H054 H053 8 349.15 0.0024 0.012 0.76 0.08 0.12 H055-H054 H055 H054 8 356.63 0.0024 0.007 0.65 0.06 0.09 Appendix 3 - Capacity Analysis - Model Results 27
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Existing Peak Wet Weather Flow (PWWF) Scenario H056-H050 H056 H050 8 120.40 0.0098 0.038 1.78 0.10 0.15 H057-H056 H057 H056 8 111.24 0.0058 0.038 1.48 0.11 0.17 H058-H057 H058 H057 8 202.28 0.0042 0.005 0.72 0.05 0.07 H059-H058 H059 H058 8 156.47 0.0025 0.003 0.51 0.04 0.06 H060-H044 H060 H044 8 295.35 0.0040 0.004 0.67 0.04 0.07 H061-H045 H061 H045 8 102.73 0.0024 0.003 0.49 0.04 0.06 H062-H046 H062 H046 8 154.62 0.0041 0.004 0.65 0.04 0.06 H063-H047 H063 H047 8 140.27 0.0040 0.003 0.63 0.04 0.06 H064-H048 H064 H048 8 139.81 0.0040 0.003 0.63 0.04 0.06 H065-H106 H065 H106 10 180.62 0.0013 0.077 1.04 0.22 0.26 H066-H065 H066 H065 8 250.93 0.0072 0.022 1.35 0.08 0.12 H067-H066 H067 H066 8 348.08 0.0024 0.018 0.87 0.10 0.15 H068A-H068 H068A H068 8 251.25 0.0024 0.005 0.59 0.05 0.08 H068B-H068A H068B H068A 8 465.67 0.0060 0.003 0.73 0.04 0.05 H068-H067 H068 H067 8 312.25 0.0024 0.016 0.83 0.09 0.14 H069-H068 H069 H068 8 389.36 0.0042 0.006 0.75 0.05 0.08 H070-H065 H070 H065 8 71.63 0.0020 0.055 1.12 0.18 0.27 H071-H070 H071 H070 8 244.58 0.0020 0.050 1.10 0.17 0.26 H072-H071 H072 H071 8 327.00 0.0020 0.040 1.03 0.15 0.23 H073-H072 H073 H072 8 259.59 0.0018 0.033 0.94 0.14 0.21 H074-H073 H074 H073 8 251.92 0.0023 0.016 0.84 0.09 0.14 H075-H074 H075 H074 8 179.86 0.0026 0.012 0.78 0.08 0.12 H076-H075 H076 H075 8 270.02 0.0060 0.007 0.88 0.05 0.07 H077-H076 H077 H076 8 140.40 0.0061 0.001 0.55 0.02 0.03 H078-H075 H078 H075 8 281.19 0.0023 0.005 0.58 0.05 0.08 H079-H076 H079 H076 8 143.56 0.0100 0.003 0.87 0.03 0.05 H080-H071 H080 H071 8 224.74 0.0020 0.006 0.60 0.06 0.09 H081-H080 H081 H080 8 260.17 0.0024 0.005 0.60 0.05 0.08 H082-H073 H082 H073 8 329.25 0.0024 0.007 0.64 0.06 0.09 H083-B021 H083 B021 8 54.69 0.0035 0.082 1.55 0.19 0.29 H084-H083 H084 H083 8 227.00 0.0030 0.066 1.37 0.18 0.27 H085-H084 H085 H084 8 193.57 0.0024 0.063 1.26 0.18 0.27 H086-H085 H086 H085 8 21.87 0.0018 0.061 1.13 0.19 0.29 H087-H086 H087 H086 8 208.71 0.0024 0.042 1.11 0.15 0.23 H088-H087 H088 H087 8 122.13 0.0024 0.040 1.10 0.14 0.22 H089-H088 H089 H088 8 107.80 0.0022 0.038 1.06 0.14 0.22 H090-H089 H090 H089 8 77.79 0.0015 0.033 0.89 0.15 0.22 H091-H090 H091 H090 8 27.03 0.0037 0.025 1.11 0.10 0.15 H092-H091 H092 H091 8 203.17 0.0024 0.025 0.95 0.11 0.17 H093-B023 H093 B023 8 400.45 0.0042 0.020 1.09 0.09 0.13 H094-H093 H094 H093 8 399.49 0.0038 0.010 0.86 0.07 0.10 H095-B026A H095 B026A 8 153.64 0.0043 0.004 0.67 0.04 0.06 H096-H095 H096 H095 8 85.04 0.0025 0.004 0.56 0.05 0.07 H097-B003 H097 B003 8 373.62 0.0024 0.015 0.82 0.09 0.14 H098-H097 H098 H097 8 166.59 0.0024 0.004 0.55 0.05 0.07 H099-H097 H099 H097 8 267.45 0.0151 0.007 1.23 0.04 0.06 H100-H099 H100 H099 8 148.76 0.0176 0.001 0.76 0.02 0.03 H101-H074 H101 H074 8 224.48 0.0020 0.003 0.49 0.05 0.07 H102-B001 H102 B001 8 198.54 0.0060 0.003 0.72 0.04 0.05 H103-H099 H103 H099 8 165.05 0.0070 0.004 0.83 0.04 0.06 H105-H024 H105 H024 10 300.94 0.0013 0.192 1.36 0.35 0.42 H106-H052 H106 H052 10 141.56 0.0011 0.077 0.99 0.23 0.27 H107-B005 H107 B005 8 284.80 0.0051 0.003 0.68 0.04 0.06 I001-I018 I001 I018 21 12.41 0.0073 1.192 3.93 0.44 0.25 I002-I001 I002 I001 12 343.56 0.0020 0.057 1.10 0.16 0.16 I003-I002 I003 I002 12 300.48 0.0020 0.057 1.09 0.16 0.16 Appendix 3 - Capacity Analysis - Model Results 28
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Existing Peak Wet Weather Flow (PWWF) Scenario I004-I003 I004 I003 12 351.75 0.0029 0.057 1.25 0.14 0.14 I005-I004 I005 I004 12 323.79 0.0020 0.039 0.97 0.13 0.13 I006-I005 I006 I005 12 4.86 0.0021 0.019 0.79 0.09 0.09 I007-I006 I007 I006 12 324.77 0.0020 0.019 0.79 0.09 0.09 I008-I007 I008 I007 12 135.46 0.0018 0.004 0.47 0.05 0.05 I009-I008 I009 I008 12 184.21 0.0021 0.000 0.00 0.00 0.00 I009-I023 I009 I023 12 10.72 0.0028 0.316 2.02 0.35 0.35 I010-I023 I010 I023 21 14.45 0.0021 1.908 2.86 0.78 0.44 I011-I010 I011 I010 10 330.03 0.0037 0.036 1.21 0.12 0.14 I012-I001 I012 I001 15 8.49 -0.0059 1.135 1.43 1.25 1.00 I013-I012 I013 I012 15 343.95 0.0017 0.956 2.24 0.66 0.53 I014-I013 I014 I013 15 351.61 0.0017 0.865 2.18 0.63 0.50 I015-I014 I015 I014 15 69.58 0.0017 0.865 2.19 0.62 0.50 I016A-I016 I016A I016 15 350.07 0.0015 0.845 2.07 0.64 0.51 I016B-I016A I016B I016A 15 68.68 0.0015 0.845 2.04 0.65 0.52 I016-I015 I016 I015 15 278.72 0.0015 0.845 2.07 0.64 0.51 I017A-I017 I017A I017 15 288.74 0.0015 0.699 1.98 0.57 0.46 I017B-I016B I017B I016B 15 248.61 0.0015 0.845 2.06 0.64 0.51 I017-I017B I017 I017B 15 322.02 0.0015 0.845 2.07 0.64 0.51 I019-I018 I019 I018 24 534.85 0.0015 3.255 2.90 1.08 0.54 I020-I019 I020 I019 24 460.59 0.0013 3.255 2.74 1.13 0.57 I021-I006 I021 I006 12 11.22 0.0006 0.000 0.00 0.00 0.00 I021-I020 I021 I020 24 329.35 0.0018 3.234 3.07 1.03 0.52 I022-I021 I022 I021 21 458.96 0.0014 2.916 2.75 1.13 0.65 I023-I022 I023 I022 21 185.80 0.0014 2.874 2.71 1.13 0.65 I024-I023 I024 I023 12 411.81 0.0036 0.650 2.69 0.48 0.48 I025-I004 I025 I004 8 318.34 0.0024 0.017 0.86 0.10 0.14 I026-I025 I026 I025 8 331.20 0.0024 0.009 0.70 0.07 0.11 I027-I026 I027 I026 8 341.53 0.0024 0.007 0.65 0.06 0.09 I028-I027 I028 I027 8 125.19 0.0090 0.004 0.88 0.04 0.05 I029-I005 I029 I005 8 316.51 0.0024 0.020 0.90 0.10 0.16 I030-I029 I030 I029 8 329.03 0.0024 0.015 0.83 0.09 0.14 I031-I030 I031 I030 8 330.33 0.0024 0.010 0.72 0.07 0.11 I032-I031 I032 I031 8 202.53 0.0024 0.004 0.56 0.05 0.07 I033-I007 I033 I007 8 314.33 0.0024 0.015 0.82 0.09 0.13 I034-I033 I034 I033 8 329.41 0.0024 0.015 0.82 0.09 0.13 I035-I034 I035 I034 8 331.58 0.0024 0.010 0.72 0.07 0.11 I036-I035 I036 I035 8 265.34 0.0023 0.005 0.58 0.05 0.08 I037-I009 I037 I009 12 314.91 0.0013 0.313 1.52 0.42 0.42 I038-I037 I038 I037 12 336.29 0.0022 0.310 1.84 0.37 0.37 I039-I038 I039 I038 12 325.20 0.0019 0.308 1.73 0.38 0.38 I040-I039 I040 I039 12 255.16 0.0018 0.305 1.72 0.38 0.38 I041-I040 I041 I040 12 405.24 0.0018 0.303 1.70 0.38 0.38 I042-I041 I042 I041 12 59.91 0.0024 0.303 1.89 0.35 0.35 I043-I042 I043 I042 12 273.24 0.0024 0.235 1.76 0.31 0.31 I044-I043 I044 I043 12 317.06 0.0012 0.232 1.35 0.37 0.37 I045-I009 I045 I009 12 300.87 0.0021 0.003 0.47 0.04 0.04 I046-I045 I046 I045 12 309.89 0.0021 0.003 0.47 0.04 0.04 I047-I046 I047 I046 12 326.42 0.0020 0.003 0.46 0.04 0.04 I048-I047 I048 I047 12 273.76 0.0024 0.003 0.49 0.04 0.04 I049-I048 I049 I048 12 411.14 0.0016 0.003 0.42 0.04 0.04 I050-I049 I050 I049 12 342.23 0.0020 0.003 0.46 0.04 0.04 I051-I050 I051 I050 12 329.16 0.0019 0.003 0.46 0.04 0.04 I052-I042 I052 I042 8 89.58 0.0036 0.068 1.48 0.17 0.26 I053-I052 I053 I052 8 157.22 0.0024 0.068 1.28 0.19 0.29 I054-I053 I054 I053 8 365.30 0.0024 0.011 0.76 0.08 0.12 Appendix 3 - Capacity Analysis - Model Results 29
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Existing Peak Wet Weather Flow (PWWF) Scenario I055-I054 I055 I054 8 197.30 0.0024 0.007 0.66 0.06 0.09 I056-I055 I056 I055 8 157.27 0.0024 0.004 0.53 0.05 0.07 I057-I056 I057 I056 8 121.50 0.0040 0.004 0.64 0.04 0.06 I058-I053 I058 I053 8 143.04 0.0024 0.049 1.16 0.16 0.24 I059-I058 I059 I058 8 206.48 0.0025 0.043 1.14 0.15 0.22 I060-I059 I060 I059 8 40.25 0.0025 0.041 1.12 0.15 0.22 I061-I060 I061 I060 8 112.20 0.0023 0.039 1.08 0.14 0.22 I062-I061 I062 I061 8 42.83 0.0210 0.039 2.34 0.08 0.13 I063-I062 I063 I062 8 124.59 0.0023 0.036 1.06 0.14 0.21 I064-I063 I064 I063 8 28.31 0.0035 0.036 1.22 0.13 0.19 I065-I064 I065 I064 8 110.72 0.0024 0.032 1.04 0.13 0.19 I066-I065 I066 I065 8 239.17 0.0024 0.026 0.97 0.12 0.18 I067-I066 I067 I066 8 200.61 0.0024 0.014 0.81 0.09 0.13 I068-I067 I068 I067 8 287.48 0.0039 0.005 0.70 0.05 0.07 I069-I054 I069 I054 8 149.46 0.0040 0.004 0.68 0.04 0.07 I070-I055 I070 I055 8 106.00 0.0040 0.004 0.64 0.04 0.06 I071-I058 I071 I058 8 16.37 0.0024 0.002 0.46 0.04 0.05 I072-I059 I072 I059 8 75.20 0.0024 0.002 0.45 0.03 0.05 I073-I066 I073 I066 8 185.87 0.0040 0.008 0.80 0.06 0.09 I074-I073 I074 I073 8 62.76 0.0024 0.005 0.58 0.05 0.08 I075-I073 I075 I073 8 69.34 0.0025 0.003 0.50 0.04 0.06 I076-I067 I076 I067 8 142.84 0.0037 0.005 0.68 0.05 0.07 I077-I076 I077 I076 8 66.32 0.0047 0.005 0.74 0.05 0.07 I078-I104 I078 I104 8 190.95 0.0036 0.162 1.89 0.27 0.40 I079-I078 I079 I078 8 241.08 0.0036 0.162 1.89 0.27 0.40 I080-I079 I080 I079 8 306.02 0.0115 0.025 1.67 0.08 0.12 I081-I080 I081 I080 8 304.94 0.0031 0.019 0.97 0.10 0.14 I082-I081 I082 I081 8 349.48 0.0037 0.015 0.95 0.08 0.12 I083-I082 I083 I082 8 197.65 0.0084 0.009 1.09 0.05 0.08 I084-I011 I084 I011 8 315.30 0.0036 0.014 0.93 0.08 0.12 I085-I084 I085 I084 8 330.76 0.0036 0.010 0.83 0.07 0.10 I086-I085 I086 I085 8 256.16 0.0036 0.005 0.67 0.05 0.07 I087-I013 I087 I013 8 45.32 0.0040 0.065 1.52 0.16 0.25 I088-I087 I088 I087 8 60.16 0.0815 0.065 4.39 0.08 0.12 I089-I088 I089 I088 8 191.60 0.0041 0.065 1.53 0.16 0.24 I090-I089 I090 I089 8 288.00 0.0048 0.013 1.01 0.07 0.11 I091-I089 I091 I089 8 222.07 0.0058 0.032 1.41 0.11 0.16 I092-I015 I092 I015 8 166.50 0.0171 0.020 1.80 0.07 0.10 I093-I092 I093 I092 8 229.14 0.0040 0.013 0.94 0.07 0.11 I094-I093 I094 I093 8 228.00 0.0040 0.010 0.87 0.07 0.10 I095-I092 I095 I092 8 360.95 0.0040 0.004 0.67 0.04 0.07 I096-I094 I096 I094 8 296.98 0.0060 0.003 0.67 0.03 0.05 I096-I095 I096 I095 8 333.17 0.0061 0.003 0.68 0.03 0.05 I098-I043 I098 I043 8 119.75 0.0023 0.003 0.48 0.04 0.06 I099-I034 I099 I034 8 120.83 0.0118 0.000 0.00 0.00 0.00 I102-I103 I102 I103 18 350.40 0.0015 1.700 2.46 0.87 0.58 I103-I104 I103 I104 18 325.41 0.0015 1.700 2.44 0.88 0.59 I104-I105 I104 I105 18 425.90 0.0020 1.864 2.78 0.85 0.57 I105-I106 I105 I106 18 234.72 0.0020 1.865 2.78 0.85 0.57 I106-I107 I106 I107 18 322.16 0.0021 1.865 2.84 0.84 0.56 I107-I108 I107 I108 18 337.56 0.0020 1.868 2.79 0.85 0.57 I108-I010 I108 I010 18 308.66 0.0020 1.870 2.81 0.85 0.57 J001-I011 J001 I011 10 303.57 0.0036 0.022 1.03 0.09 0.11 J002-J001 J002 J001 10 98.40 0.0037 0.014 0.90 0.07 0.09 J003-J002 J003 J002 10 258.16 0.0036 0.012 0.85 0.07 0.08 J004-J003 J004 J003 10 320.21 0.0036 0.000 0.00 0.00 0.00 Appendix 3 - Capacity Analysis - Model Results 30
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Existing Peak Wet Weather Flow (PWWF) Scenario J004-J015 J004 J015 12 6.48 0.0031 0.397 2.23 0.38 0.38 J005-J004 J005 J004 10 264.92 0.0030 0.349 2.14 0.39 0.47 J006-J005 J006 J005 10 45.47 0.0026 0.344 2.04 0.40 0.48 J007-J006 J007 J006 10 168.40 0.0050 0.341 2.57 0.33 0.40 J008-J007 J008 J007 10 203.96 0.0024 0.341 1.96 0.41 0.49 J009-J008 J009 J008 10 329.72 0.0025 0.332 1.98 0.40 0.48 J010A-J010 J010A J010 8 265.27 0.0100 0.006 1.00 0.04 0.06 J010B-J010A J010B J010A 8 247.90 0.0042 0.004 0.66 0.04 0.06 J010-J009 J010 J009 10 201.30 0.0023 0.332 1.93 0.41 0.49 J011-J010 J011 J010 10 148.25 0.0025 0.325 1.97 0.40 0.48 J012-J011 J012 J011 10 350.80 0.0025 0.324 1.95 0.40 0.48 J013-I024 J013 I024 12 329.16 0.0037 0.650 2.72 0.48 0.48 J013-J002 J013 J002 8 8.36 0.0551 0.002 1.38 0.02 0.03
J014-J013 J014 J013 12 249.33 0.0035 0.401 2.35 0.37 0.37 J015-J014 J015 J014 12 327.85 0.0035 0.401 2.35 0.37 0.37 J016-K002 J016 K002 8 52.58 0.0171 0.006 1.24 0.04 0.06 J017-J016 J017 J016 8 149.18 0.0056 0.005 0.78 0.04 0.06 J018-J017 J018 J017 8 72.17 0.0058 0.004 0.75 0.04 0.06 J019-J018 J019 J018 8 288.63 0.0032 0.003 0.56 0.04 0.06 J020-J001 J020 J001 8 319.06 0.0055 0.008 0.90 0.05 0.08 J021-J020 J021 J020 8 328.97 0.0056 0.005 0.79 0.04 0.07 J022-J021 J022 J021 8 241.41 0.0057 0.002 0.56 0.03 0.04 J023-J003 J023 J003 8 321.77 0.0025 0.006 0.63 0.06 0.09 J024-J023 J024 J023 8 153.56 0.0015 0.002 0.38 0.04 0.06 J025-J024 J025 J024 8 172.31 0.0085 0.000 0.00 0.00 0.00 J026-J023 J026 J023 8 160.02 0.0041 0.003 0.58 0.03 0.05 J027-J004 J027 J004 8 15.20 0.0053 0.041 1.46 0.12 0.18 J028A-J004 J028A J004 8 337.47 0.0142 0.007 1.23 0.04 0.06 J028-J027 J028 J027 8 309.10 0.0040 0.041 1.33 0.13 0.19 J029-J028 J029 J028 8 161.23 0.0030 0.038 1.17 0.13 0.20 J030-J029 J030 J029 8 232.61 0.0024 0.037 1.07 0.14 0.21 J031-J030 J031 J030 8 261.61 0.0020 0.028 0.93 0.13 0.19 J032-J031 J032 J031 8 332.51 0.0024 0.028 0.99 0.12 0.18 J033-J032 J033 J032 8 355.38 0.0024 0.024 0.94 0.11 0.17 J034-J033 J034 J033 8 362.99 0.0024 0.021 0.92 0.11 0.16 J035-J034 J035 J034 8 49.63 0.0202 0.019 1.85 0.06 0.09 J036-J035 J036 J035 8 352.08 0.0030 0.019 0.94 0.09 0.14 J037-J036 J037 J036 8 307.32 0.0024 0.014 0.80 0.09 0.13 J038-J037 J038 J037 8 153.47 0.0030 0.010 0.80 0.07 0.11 J039-J030 J039 J030 8 187.47 0.0025 0.009 0.72 0.07 0.11 J040-J039 J040 J039 8 250.60 0.0024 0.008 0.69 0.07 0.10 J041-J040 J041 J040 8 257.35 0.0024 0.005 0.57 0.05 0.08 J042-I079 J042 I079 8 302.12 0.0036 0.135 1.80 0.24 0.37 J043-J042 J043 J042 8 106.17 0.0036 0.121 1.74 0.23 0.35 J044-J043 J044 J043 8 246.14 0.0037 0.115 1.73 0.22 0.34 J045-J044 J045 J044 8 331.64 0.0036 0.081 1.55 0.19 0.28 J046-J045 J046 J045 8 101.06 0.0036 0.071 1.50 0.18 0.26 J047-J046 J047 J046 8 245.47 0.0024 0.019 0.88 0.10 0.15 J048-J047 J048 J047 8 257.53 0.0024 0.014 0.81 0.09 0.13 J049-J048 J049 J048 8 350.19 0.0024 0.014 0.81 0.09 0.13 J050-J049 J050 J049 8 200.23 0.0024 0.007 0.64 0.06 0.09 J051-J044 J051 J044 8 302.97 0.0024 0.028 0.99 0.12 0.18 J052-J051 J052 J051 8 301.14 0.0024 0.021 0.91 0.10 0.16 J053-J052 J053 J052 8 353.90 0.0021 0.011 0.71 0.08 0.12 J054-J053 J054 J053 8 199.03 0.0024 0.007 0.66 0.06 0.09 J055-J052 J055 J052 8 155.51 0.0023 0.003 0.52 0.05 0.07 Appendix 3 - Capacity Analysis - Model Results 31
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Existing Peak Wet Weather Flow (PWWF) Scenario J056-J044 J056 J044 8 386.06 0.0045 0.007 0.81 0.05 0.08 J057-J056 J057 J056 8 318.68 0.0027 0.003 0.52 0.04 0.06 J058-J057 J058 J057 8 224.51 0.0057 0.001 0.51 0.02 0.03 J059-J057 J059 J057 8 248.31 0.0037 0.001 0.40 0.02 0.03 J060-J042 J060 J042 8 300.82 0.0024 0.014 0.81 0.09 0.13 J061-J060 J061 J060 8 305.54 0.0023 0.010 0.72 0.08 0.11 J062-J061 J062 J061 8 350.99 0.0025 0.007 0.67 0.06 0.09 J063-J062 J063 J062 8 172.55 0.0024 0.004 0.53 0.04 0.07 J064-J043 J064 J043 8 302.05 0.0024 0.005 0.60 0.05 0.08 J065-J064 J065 J064 8 306.90 0.0023 0.005 0.57 0.05 0.08 J066-J065 J066 J065 8 347.83 0.0025 0.004 0.57 0.05 0.07 J067-J066 J067 J066 8 218.34 0.0023 0.001 0.39 0.03 0.04 J068-J046 J068 J046 8 330.39 0.0038 0.049 1.37 0.14 0.22 J069-J068 J069 J068 8 323.71 0.0034 0.026 1.10 0.11 0.16 J070-J069 J070 J069 8 249.20 0.0026 0.023 0.96 0.11 0.16 J071-J070 J071 J070 8 253.87 0.0030 0.020 0.98 0.10 0.15 J072-J071 J072 J071 8 351.21 0.0060 0.008 0.93 0.05 0.08 J073-J072 J073 J072 8 100.47 0.0060 0.004 0.77 0.04 0.06 J074-J068 J074 J068 8 251.93 0.0052 0.023 1.23 0.09 0.14 J075-J074 J075 J074 8 255.17 0.0048 0.018 1.11 0.08 0.13 J076-J075 J076 J075 8 349.80 0.0048 0.013 1.02 0.07 0.11 J077-J076 J077 J076 8 198.72 0.0048 0.007 0.82 0.05 0.08 J078-K033 J078 K033 8 324.22 0.0020 0.012 0.72 0.08 0.13 J079-J078 J079 J078 8 326.03 0.0020 0.009 0.67 0.07 0.11 J080-J079 J080 J079 8 296.41 0.0020 0.007 0.62 0.07 0.10 J081-J052 J081 J052 8 157.65 0.0024 0.004 0.53 0.05 0.07 J082-J080 J082 J080 8 26.47 0.0053 0.004 0.71 0.04 0.06 K001-J012 K001 J012 10 339.69 0.0029 0.320 2.08 0.38 0.45 K002-K001 K002 K001 8 65.28 0.0075 0.152 2.42 0.21 0.32 K003-K002 K003 K002 8 25.30 0.0079 0.146 2.44 0.21 0.31 K004-K003 K004 K003 8 313.97 0.0140 0.054 2.25 0.11 0.16 K005-K004 K005 K004 8 319.73 0.0040 0.048 1.39 0.14 0.21 K006-K003 K006 K003 8 214.91 0.0032 0.091 1.54 0.21 0.31 K007A-K007 K007A K007 8 406.37 0.0039 0.075 1.57 0.18 0.26 K007-K006 K007 K006 8 208.69 0.0032 0.091 1.54 0.21 0.31 K008-K007 K008 K007 8 263.04 0.0032 0.009 0.78 0.07 0.10 K009-K008 K009 K008 8 285.58 0.0032 0.006 0.67 0.05 0.08 K010-E010 K010 E010 8 133.52 0.0027 0.071 1.36 0.19 0.28 K011-K010 K011 K010 8 308.30 0.0024 0.067 1.28 0.19 0.28 K012-K011 K012 K011 8 202.46 0.0024 0.043 1.13 0.15 0.23 K013-K012 K013 K012 8 20.61 0.0029 0.041 1.19 0.14 0.21 K014-K013 K014 K013 8 140.37 0.0024 0.028 0.98 0.12 0.18 K015-K014 K015 K014 8 133.12 0.0025 0.026 0.98 0.12 0.18 K016-K015 K016 K015 8 128.02 0.0024 0.025 0.96 0.11 0.17 K017-K016 K017 K016 8 301.15 0.0024 0.025 0.96 0.12 0.17 K018-K017 K018 K017 8 298.64 0.0024 0.018 0.87 0.10 0.15 K019-K018 K019 K018 8 278.75 0.0181 0.011 1.50 0.05 0.07 K020-K013 K020 K013 8 359.70 0.0034 0.012 0.87 0.07 0.11 K021-K020 K021 K020 8 358.42 0.0034 0.007 0.74 0.06 0.09 K022-K021 K022 K021 8 361.29 0.0100 0.001 0.62 0.02 0.03 K023-K024 K023 K024 8 288.48 0.0032 0.009 0.79 0.07 0.10 K024-K025 K024 K025 8 282.86 0.0032 0.014 0.90 0.08 0.12 K025-K011 K025 K011 8 290.40 0.0032 0.019 0.97 0.09 0.14 K026-K025 K026 K025 8 201.10 0.0032 0.001 0.42 0.03 0.04 K027-K024 K027 K024 8 197.24 0.0033 0.002 0.52 0.03 0.05 K028-K023 K028 K023 8 201.74 0.0032 0.003 0.53 0.04 0.05 Appendix 3 - Capacity Analysis - Model Results 32
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Existing Peak Wet Weather Flow (PWWF) Scenario K029-E012 K029 E012 8 287.92 0.0031 0.010 0.79 0.07 0.10 K030-E001 K030 E001 8 191.67 0.0020 0.030 0.95 0.13 0.20 K031-K030 K031 K030 8 195.96 0.0036 0.027 1.13 0.11 0.16 K032-K031 K032 K031 8 153.65 0.0046 0.027 1.23 0.10 0.15 K033-K032 K033 K032 8 349.69 0.0006 0.014 0.50 0.12 0.18 K034-K813 K034 K813 8 316.89 0.0027 0.032 1.07 0.13 0.19 K035-K034 K035 K034 8 284.42 0.0043 0.032 1.27 0.11 0.17 K036-K035 K036 K035 8 282.79 0.0041 0.032 1.24 0.11 0.17 K039-J038 K039 J038 8 69.67 0.0040 0.010 0.88 0.07 0.10 K040-K039 K040 K039 8 253.98 0.0045 0.008 0.85 0.06 0.09 K812-L032 K812 L032 8 318.40 0.0038 0.032 1.22 0.12 0.17 K813-K812 K813 K812 8 339.95 0.0052 0.032 1.35 0.11 0.16 L001A-L001 L001A L001 8 128.50 0.0086 0.002 0.69 0.03 0.04 L001-L002 L001 L002 8 252.90 0.0055 0.033 1.40 0.11 0.16 L002-L003 L002 L003 8 177.56 0.0094 0.033 1.68 0.10 0.14 L003-K806 L003 K806 8 129.94 0.0031 0.047 1.26 0.15 0.22 L010-L032 L010 L032 8 299.86 0.0018 0.019 0.80 0.11 0.16 L011-L010 L011 L010 8 104.63 0.0030 0.019 0.95 0.10 0.14 L012-L011 L012 L011 8 94.44 0.0037 0.013 0.92 0.08 0.11 L013-F011 L013 F011 8 206.45 0.0032 0.007 0.71 0.06 0.09 L014-K023 L014 K023 8 305.05 0.0096 0.004 0.90 0.04 0.05 L015-L014 L015 L014 8 201.37 0.0032 0.002 0.49 0.03 0.05 L016-L001 L016 L001 8 453.04 0.0070 0.018 1.27 0.08 0.12 L017-L003 L017 L003 8 140.50 0.0040 0.014 0.96 0.08 0.11 L018-L017 L018 L017 8 156.46 0.0041 0.014 0.97 0.08 0.11 L019-L018 L019 L018 8 163.83 0.0075 0.014 1.19 0.07 0.10 L020-L803 L020 L803 8 211.78 0.0024 0.102 1.44 0.23 0.35 L021-L020 L021 L020 8 211.19 0.0023 0.010 0.71 0.07 0.11 L022-L021 L022 L021 8 64.73 0.0029 0.003 0.56 0.04 0.06 L023-L020 L023 L020 8 338.77 0.0024 0.085 1.36 0.21 0.32 L024-L023 L024 L023 8 207.76 0.0024 0.069 1.28 0.19 0.29 L025-L024 L025 L024 8 67.35 0.0336 0.064 3.21 0.10 0.14 L026-L025 L026 L025 8 110.72 0.0098 0.064 2.08 0.13 0.20 L027-L026 L027 L026 8 289.85 0.0383 0.016 2.20 0.05 0.07 L028-L027 L028 L027 8 90.64 0.0097 0.016 1.37 0.07 0.10 L029-L026 L029 L026 8 326.23 0.0022 0.027 0.95 0.12 0.19 L030-L029 L030 L029 8 346.29 0.0040 0.023 1.12 0.10 0.15 L031A-L031 L031A L031 8 321.18 0.0034 0.008 0.76 0.06 0.09 L031B-L031A L031B L031A 8 232.58 0.0047 0.003 0.67 0.04 0.06 L031-L023 L031 L023 8 28.42 0.0795 0.016 2.84 0.04 0.06 L032-L032A L032 L032A 8 48.96 0.1007 0.051 4.41 0.07 0.10 L803-L007 L803 L007 8 196.58 0.0124 0.109 2.64 0.16 0.24 L804-L803 L804 L803 8 118.93 0.0119 0.007 1.12 0.04 0.06 L805-L804 L805 L804 8 322.07 0.0020 0.007 0.60 0.06 0.10 L806-L805 L806 L805 8 318.88 0.0020 0.003 0.47 0.04 0.06 M001-H023 M001 H023 8 79.52 0.0021 0.140 1.50 0.29 0.43 M002-M001 M002 M001 8 250.41 0.0024 0.137 1.56 0.28 0.41 M003-M002 M003 M002 8 297.92 0.0024 0.129 1.52 0.27 0.40 M004-M003 M004 M003 8 103.43 0.0044 0.126 1.89 0.22 0.34 M005-M004 M005 M004 8 230.63 0.0023 0.116 1.48 0.25 0.38 M006-M005 M006 M005 8 359.65 0.0103 0.026 1.63 0.08 0.12 M007-M006 M007 M006 8 91.46 0.0040 0.020 1.08 0.09 0.14 M008-M007 M008 M007 8 59.49 0.0414 0.006 1.68 0.03 0.04 M009-M007 M009 M007 8 162.34 0.0029 0.014 0.86 0.08 0.13 M010-M009 M010 M009 8 213.81 0.0023 0.011 0.75 0.08 0.12 M011-M010 M011 M010 8 328.18 0.0024 0.008 0.67 0.06 0.10 Appendix 3 - Capacity Analysis - Model Results 33
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Existing Peak Wet Weather Flow (PWWF) Scenario M012-M011 M012 M011 8 120.73 0.0051 0.008 0.87 0.05 0.08 M013-M004 M013 M004 8 249.71 0.0305 0.006 1.54 0.03 0.05 M014-M013 M014 M013 8 78.79 0.0039 0.002 0.52 0.03 0.04 M015-M008 M015 M008 8 98.83 0.0065 0.006 0.88 0.05 0.07 M016-M005 M016 M005 8 66.98 0.0023 0.088 1.36 0.22 0.33 M017-M016 M017 M016 8 65.41 0.0023 0.086 1.35 0.22 0.33 M018-M017 M018 M017 8 238.51 0.0020 0.037 1.01 0.15 0.22 M019-M018 M019 M018 8 114.29 0.0024 0.006 0.61 0.06 0.09 M020-M019 M020 M019 8 29.32 0.1214 0.006 2.42 0.02 0.03 M021-M020 M021 M020 8 147.14 0.0040 0.006 0.74 0.05 0.08 M022-M017 M022 M017 8 216.73 0.0023 0.041 1.10 0.15 0.22 M023-M022 M023 M022 8 197.36 0.0024 0.036 1.07 0.14 0.21 M024-M023 M024 M023 8 242.75 0.0021 0.028 0.95 0.13 0.19 M025-M024 M025 M024 8 88.29 0.0399 0.003 1.36 0.02 0.03 M026-M024 M026 M024 8 85.67 0.0369 0.003 1.27 0.02 0.03 M027-M024 M027 M024 8 177.64 0.0025 0.022 0.94 0.11 0.16 M028-M027 M028 M027 8 80.26 0.0021 0.022 0.88 0.11 0.17 M029-M028 M029 M028 8 37.28 0.0026 0.020 0.92 0.10 0.15 M030-M029 M030 M029 8 229.79 0.0024 0.010 0.73 0.07 0.11 M031-M030 M031 M030 8 209.57 0.0024 0.007 0.66 0.06 0.09 M032-M031 M032 M031 8 210.07 0.0024 0.004 0.55 0.05 0.07 M033-M028 M033 M028 8 80.18 0.0160 0.002 0.84 0.02 0.03 M034-M029 M034 M029 8 156.56 0.0040 0.006 0.76 0.05 0.08 M035-M034 M035 M034 8 98.20 0.0040 0.006 0.75 0.05 0.08 M036-M018 M036 M018 8 347.08 0.0024 0.022 0.93 0.11 0.16 M037-M036 M037 M036 8 127.11 0.0290 0.003 1.24 0.02 0.04 M038-M036 M038 M036 8 207.42 0.0024 0.014 0.82 0.09 0.13 M039-M038 M039 M038 8 225.51 0.0024 0.011 0.75 0.08 0.12 M040-M039 M040 M039 8 152.47 0.0040 0.008 0.82 0.06 0.09 M041-M040 M041 M040 8 125.91 0.0041 0.003 0.63 0.04 0.06 M042-M040 M042 M040 8 109.35 0.0039 0.002 0.57 0.03 0.05 M043-H028 M043 H028 8 304.74 0.0013 0.072 1.05 0.23 0.34 M044-M043 M044 M043 8 150.92 0.0020 0.022 0.86 0.11 0.17 M045-M044 M045 M044 8 32.88 0.0046 0.008 0.86 0.06 0.09 M046-M045 M046 M045 8 113.39 0.0053 0.008 0.91 0.06 0.08 M047-M046 M047 M046 8 111.85 0.0060 0.003 0.67 0.03 0.05 M048-M044 M048 M044 8 141.92 0.0044 0.014 1.00 0.08 0.11 M049-M048 M049 M048 8 68.54 0.0146 0.002 0.78 0.02 0.03 M050-M048 M050 M048 8 264.07 0.0039 0.005 0.72 0.05 0.07 M051-M050 M051 M050 8 91.85 0.0039 0.003 0.57 0.03 0.05 M052-M050 M052 M050 8 97.89 0.0039 0.003 0.59 0.04 0.05 M053-M043 M053 M043 8 162.96 0.0020 0.050 1.10 0.17 0.25 M054-M053 M054 M053 8 200.63 0.0020 0.043 1.05 0.16 0.24 M055-M054 M055 M054 8 175.18 0.0021 0.037 1.02 0.14 0.22 M056-M055 M056 M055 8 124.49 0.0024 0.022 0.92 0.11 0.16 M057-M056 M057 M056 8 130.65 0.0015 0.022 0.78 0.12 0.18 M058-M057 M058 M057 8 265.40 0.0025 0.022 0.93 0.11 0.16 M059-M058 M059 M058 8 172.11 0.0024 0.013 0.78 0.08 0.12 M060-M055 M060 M055 8 112.44 0.0023 0.014 0.80 0.09 0.13 M061-M060 M061 M060 8 112.82 0.0024 0.003 0.52 0.04 0.07 M062-M060 M062 M060 8 166.87 0.0023 0.008 0.69 0.07 0.10 M063-M062 M063 M062 8 50.55 0.0025 0.008 0.70 0.07 0.10 M064-M063 M064 M063 8 41.82 0.0025 0.008 0.70 0.07 0.10 M065-M064 M065 M064 8 58.79 0.0023 0.008 0.68 0.07 0.10 M066A-N092 M066A N092 8 105.50 0.0845 0.012 2.63 0.03 0.05 M066-M066A M066 M066A 8 18.46 0.0157 0.012 1.47 0.05 0.08 Appendix 3 - Capacity Analysis - Model Results 34
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Existing Peak Wet Weather Flow (PWWF) Scenario M067-M066 M067 M066 8 351.06 0.0086 0.012 1.19 0.06 0.09 M068-N094 M068 N094 8 131.56 0.0017 0.083 1.19 0.23 0.35 M069-M068 M069 M068 8 68.75 0.0019 0.078 1.23 0.22 0.33 M070-M069 M070 M069 8 136.67 0.0020 0.068 1.20 0.20 0.30 M071-M070 M071 M070 8 141.35 0.0016 0.060 1.08 0.20 0.30 M072-M071 M072 M071 8 54.01 0.0020 0.060 1.17 0.19 0.28 M073-M072 M073 M072 8 44.37 0.0018 0.037 0.97 0.15 0.22 M074-M073 M074 M073 8 75.91 0.0018 0.025 0.88 0.12 0.19 M075-M074 M075 M074 8 149.71 0.0021 0.025 0.91 0.12 0.18 M076-M075 M076 M075 8 24.44 0.0021 0.019 0.83 0.10 0.16 M077-M076 M077 M076 8 178.24 0.0022 0.013 0.76 0.08 0.13 M078-M077 M078 M077 8 15.22 0.0046 0.003 0.65 0.04 0.06 M079-M078 M079 M078 8 103.98 0.0020 0.003 0.49 0.05 0.07 M080-M068 M080 M068 8 175.94 0.0205 0.004 1.17 0.03 0.04 M081-M070 M081 M070 8 39.12 0.0041 0.009 0.84 0.06 0.09 M082-M081 M082 M081 8 219.67 0.0040 0.004 0.64 0.04 0.06 M083-M082 M083 M082 8 122.25 0.0039 0.004 0.63 0.04 0.06 M084-M069 M084 M069 8 219.48 0.0041 0.010 0.88 0.07 0.10 M085-M084 M085 M084 8 325.40 0.0039 0.003 0.59 0.04 0.05 M086-M072 M086 M072 8 173.38 0.0040 0.023 1.12 0.10 0.15 M087-M086 M087 M086 8 279.92 0.0040 0.012 0.92 0.07 0.11 M088-M073 M088 M073 8 176.10 0.0040 0.004 0.64 0.04 0.06 M089-M075 M089 M075 8 132.74 0.0041 0.007 0.77 0.05 0.08 M090-M089 M090 M089 8 103.46 0.0041 0.004 0.66 0.04 0.06 M091-M089 M091 M089 8 85.87 0.0040 0.001 0.47 0.03 0.04 M092-M077 M092 M077 8 212.79 0.0024 0.009 0.72 0.07 0.11 M093-M092 M093 M092 8 169.76 0.0180 0.006 1.24 0.04 0.05 M094-M093 M094 M093 8 264.84 0.0024 0.004 0.53 0.05 0.07 M095-N013 M095 N013 8 392.43 0.0060 0.015 1.14 0.07 0.11 N002-N001 N002 N001 8 7.60 1.1124 0.019 7.54 0.02 0.04
N003-N002 N003 N002 8 140.56 0.0047 0.014 1.02 0.07 0.11 N004-N003 N004 N003 8 352.94 0.0040 0.014 0.97 0.08 0.12 N008-N002 N008 N002 8 187.28 0.0040 0.005 0.71 0.05 0.07 N009-N010 N009 N010 8 397.32 0.0087 0.001 0.59 0.02 0.03 N010-N006 N010 N006 8 6.12 0.9820 0.009 5.73 0.02 0.03
N011-N012 N011 N012 8 146.81 0.0070 0.002 0.68 0.03 0.04 N012-N007 N012 N007 8 10.94 0.0923 0.023 3.33 0.05 0.07 N013-N012 N013 N012 8 89.48 0.0192 0.020 1.87 0.06 0.09 N014-N013 N014 N013 8 82.82 0.0069 0.005 0.85 0.04 0.06 N015-N014 N015 N014 8 121.18 0.0120 0.003 0.85 0.03 0.04 N017-N018 N017 N018 8 142.82 0.0039 0.002 0.50 0.03 0.04 N018-N092 N018 N092 8 56.41 0.0452 0.020 2.49 0.05 0.08 N019-N018 N019 N018 8 177.21 0.0032 0.009 0.79 0.07 0.10 N020-N019 N020 N019 8 360.42 0.0033 0.009 0.80 0.07 0.10 N021-N018 N021 N018 8 138.34 0.0099 0.009 1.14 0.05 0.07 N022-N021 N022 N021 8 348.23 0.0032 0.008 0.75 0.06 0.09 N023-N022 N023 N022 8 302.26 0.0033 0.005 0.64 0.05 0.07 N024-I021 N024 I021 12 151.95 0.0026 0.318 1.96 0.36 0.36 N025-N024 N025 N024 15 102.82 0.0009 0.303 1.29 0.42 0.34 N026-N025 N026 N025 15 129.78 0.0008 0.300 1.23 0.43 0.35 N027-N026 N027 N026 15 20.16 0.0010 0.298 1.34 0.40 0.32 N028-N027 N028 N027 15 115.95 0.0008 0.296 1.23 0.43 0.34 N029-N028 N029 N028 15 28.33 0.0011 0.294 1.37 0.39 0.32 N030-N029 N030 N029 15 133.58 0.0008 0.292 1.25 0.42 0.34 N031-N030 N031 N030 15 95.83 0.0009 0.291 1.31 0.40 0.32 N032-N095 N032 N095 12 130.65 0.0012 0.280 1.45 0.41 0.41 Appendix 3 - Capacity Analysis - Model Results 35
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Existing Peak Wet Weather Flow (PWWF) Scenario N033-N032 N033 N032 12 325.24 0.0012 0.272 1.42 0.40 0.40 N034-N033 N034 N033 12 295.68 0.0012 0.234 1.38 0.37 0.37 N035-N034 N035 N034 12 296.87 0.0012 0.225 1.34 0.36 0.36 N036-N035 N036 N035 12 291.04 0.0015 0.192 1.40 0.32 0.32 N037-N036 N037 N036 12 295.39 0.0014 0.164 1.29 0.30 0.30 N038-N037 N038 N037 12 328.67 0.0011 0.137 1.13 0.29 0.29 N039-N038 N039 N038 8 351.12 0.0021 0.027 0.93 0.12 0.18 N040-N039 N040 N039 8 350.04 0.0027 0.022 0.96 0.11 0.16 N041-N040 N041 N040 8 350.40 0.0024 0.016 0.83 0.09 0.14 N042-N041 N042 N041 8 351.89 0.0024 0.009 0.70 0.07 0.11 N043-N042 N043 N042 8 155.63 0.0040 0.003 0.62 0.04 0.06 N044-N024 N044 N024 8 188.69 0.0038 0.013 0.93 0.08 0.11 N045-N044 N045 N044 8 120.12 0.0036 0.011 0.86 0.07 0.10 N046-N045 N046 N045 8 33.87 0.0033 0.009 0.78 0.06 0.10 N047-N046 N047 N046 8 113.01 0.0037 0.007 0.77 0.06 0.09 N048-N047 N048 N047 8 16.67 0.0036 0.005 0.69 0.05 0.07 N049-N048 N049 N048 8 144.14 0.0040 0.004 0.65 0.04 0.06 N050-N049 N050 N049 8 171.77 0.0038 0.001 0.38 0.02 0.03 N051-N025 N051 N025 8 83.97 0.0811 0.002 1.58 0.02 0.02 N052-N026 N052 N026 8 98.61 0.0484 0.002 1.29 0.02 0.03 N053-N027 N053 N027 8 85.84 0.0417 0.001 1.06 0.01 0.02 N054-N028 N054 N028 8 97.27 0.0358 0.002 1.17 0.02 0.03 N055-N029 N055 N029 8 83.87 0.0352 0.002 1.08 0.02 0.03 N056-N030 N056 N030 8 84.03 0.0331 0.002 1.07 0.02 0.03 N057-N033 N057 N033 8 290.98 0.0024 0.035 1.06 0.14 0.20 N058-N057 N058 N057 8 305.40 0.0024 0.027 0.98 0.12 0.18 N059-N058 N059 N058 8 308.21 0.0024 0.019 0.89 0.10 0.15 N060-N059 N060 N059 8 323.69 0.0024 0.015 0.82 0.09 0.13 N061-N060 N061 N060 8 90.73 0.0072 0.011 1.11 0.06 0.09 N062-N061 N062 N061 8 245.20 0.0022 0.007 0.65 0.07 0.10 N063-N062 N063 N062 8 231.82 0.0026 0.003 0.51 0.04 0.06 N064-N034 N064 N034 8 352.38 0.0047 0.009 0.90 0.06 0.09 N065-N064 N065 N064 8 192.34 0.0037 0.003 0.59 0.04 0.06 N066-N035 N066 N035 8 349.57 0.0024 0.027 0.98 0.12 0.18 N067-N066 N067 N066 8 351.73 0.0025 0.022 0.93 0.11 0.16 N068-N067 N068 N067 8 349.04 0.0024 0.015 0.83 0.09 0.14 N069-N068 N069 N068 8 349.92 0.0024 0.009 0.70 0.07 0.10 N070-N069 N070 N069 8 110.69 0.0024 0.003 0.49 0.04 0.06 N071-N036 N071 N036 8 351.14 0.0024 0.029 1.00 0.12 0.19 N072-N071 N072 N071 8 349.04 0.0024 0.022 0.92 0.11 0.16 N073-N072 N073 N072 8 350.89 0.0024 0.015 0.83 0.09 0.14 N074-N073 N074 N073 8 349.96 0.0024 0.009 0.70 0.07 0.10 N075-N074 N075 N074 8 121.01 0.0024 0.002 0.46 0.04 0.05 N076-N037 N076 N037 8 351.74 0.0024 0.027 0.98 0.12 0.18 N077-N076 N077 N076 8 350.59 0.0024 0.021 0.91 0.11 0.16 N078-N077 N078 N077 8 348.52 0.0024 0.015 0.82 0.09 0.13 N079-N078 N079 N078 8 348.41 0.0024 0.009 0.70 0.07 0.10 N080-N079 N080 N079 8 164.51 0.0024 0.003 0.52 0.04 0.07 N081-N044 N081 N044 8 48.75 0.0851 0.002 1.62 0.02 0.02 N082-N045 N082 N045 8 91.95 0.0302 0.002 1.10 0.02 0.03 N083-N046 N083 N046 8 49.33 0.0470 0.001 1.11 0.01 0.02 N084-N047 N084 N047 8 97.62 0.0163 0.002 0.89 0.02 0.03 N085-N048 N085 N048 8 45.43 0.0315 0.001 0.99 0.02 0.02 N086-N049 N086 N049 8 45.57 0.0033 0.001 0.44 0.03 0.04 N087-N057 N087 N057 8 228.58 0.0037 0.006 0.73 0.05 0.08 N088-N058 N088 N058 8 123.56 0.0047 0.004 0.72 0.04 0.06 Appendix 3 - Capacity Analysis - Model Results 36
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Existing Peak Wet Weather Flow (PWWF) Scenario N089-I022 N089 I022 8 360.33 0.0025 0.041 1.12 0.15 0.22 N090-N089 N090 N089 8 296.23 0.0024 0.024 0.95 0.11 0.17 N091-N090 N091 N090 8 195.08 0.0032 0.024 1.06 0.11 0.16 N095-N096 N095 N096 12 316.95 0.0012 0.289 1.45 0.42 0.42 N096-N097 N096 N097 15 10.82 0.0011 0.289 1.39 0.39 0.31 N097-N031 N097 N031 15 69.55 0.0007 0.289 1.19 0.43 0.35 N098-N010 N098 N010 8 199.26 0.0086 0.005 0.94 0.04 0.06 N099-N008 N099 N008 8 45.44 0.0046 0.003 0.65 0.04 0.06 O001-O032 O001 O032 8 352.39 0.0024 0.242 1.79 0.39 0.58 O002-O001 O002 O001 8 357.97 0.0024 0.229 1.76 0.37 0.56 O003-O002 O003 O002 8 339.74 0.0025 0.224 1.79 0.36 0.54 O004-O003 O004 O003 8 116.62 0.0021 0.215 1.65 0.37 0.56 O005-O004 O005 O004 8 231.69 0.0026 0.014 0.83 0.09 0.13 O006-O005 O006 O005 8 309.84 0.0025 0.014 0.82 0.09 0.13 O007-O006 O007 O006 8 201.12 0.0024 0.014 0.80 0.09 0.13 O008-O007 O008 O007 8 200.99 0.0026 0.010 0.75 0.07 0.11 O009A-O004 O009A O004 8 86.35 0.0029 0.201 1.85 0.32 0.49 O009-O009A O009 O009A 8 116.52 0.0022 0.201 1.65 0.35 0.53 O012-O133 O012 O133 8 137.80 0.0023 0.136 1.52 0.28 0.42 O013-O012 O013 O012 8 117.21 0.0024 0.131 1.54 0.27 0.40 O014-O013 O014 O013 8 31.49 0.0035 0.089 1.58 0.20 0.30 O015A-O015 O015A O015 8 139.99 0.0039 0.075 1.57 0.18 0.27 O015-O014 O015 O014 8 81.38 0.0042 0.089 1.69 0.19 0.28 O016A-O015A O016A O015A 8 105.26 0.0034 0.075 1.49 0.18 0.28 O016-O016A O016 O016A 8 26.31 0.0027 0.075 1.39 0.19 0.29 O017-O031 O017 O031 8 276.21 0.0052 0.017 1.12 0.08 0.12 O018-O017 O018 O017 8 88.55 0.0022 0.012 0.75 0.08 0.13 O019-O018 O019 O018 8 165.32 0.0022 0.005 0.56 0.05 0.08 O020-O018 O020 O018 8 311.12 0.0024 0.007 0.64 0.06 0.09 O021-O016 O021 O016 8 177.54 0.0020 0.055 1.12 0.18 0.27 O022-O021 O022 O021 8 217.34 0.0024 0.052 1.19 0.16 0.25 O023-O022 O023 O022 8 250.45 0.0024 0.047 1.14 0.16 0.24 O024-O023 O024 O023 8 204.55 0.0023 0.014 0.79 0.09 0.13 O025-O024 O025 O024 8 272.79 0.0026 0.012 0.79 0.08 0.12 O026-O025 O026 O025 8 219.91 0.0023 0.007 0.66 0.07 0.10 O027-O026 O027 O026 8 226.94 0.0023 0.004 0.55 0.05 0.08 O028-O023 O028 O023 8 135.42 0.0038 0.030 1.19 0.11 0.17 O029-O013 O029 O013 8 259.61 0.0034 0.042 1.26 0.14 0.20 O030A-O029 O030A O029 8 138.32 0.0027 0.016 0.87 0.09 0.14 O030-O030A O030 O030A 8 109.69 0.0041 0.016 1.01 0.08 0.12 O031-O016 O031 O016 8 254.98 0.0060 0.021 1.26 0.08 0.13 O032-J013 O032 J013 8 341.01 0.0034 0.251 2.08 0.35 0.53 O133-O134A O133 O134A 8 117.79 0.0023 0.140 1.55 0.28 0.42 O134A-O134 O134A O134 8 167.80 0.0024 0.140 1.57 0.28 0.42 O134-O136 O134 O136 8 160.98 0.0025 0.149 1.61 0.29 0.43 O136-O138 O136 O138 8 59.68 0.0034 0.186 1.91 0.30 0.45 O137-O136 O137 O136 8 121.57 0.0035 0.038 1.23 0.13 0.19 O138-O009 O138 O009 8 84.73 0.0034 0.201 1.96 0.31 0.46 O139A-O138 O139A O138 8 87.05 0.0060 0.015 1.12 0.07 0.11 O139-O139A O139 O139A 6 48.58 0.0107 0.000 0.00 0.00 0.00 O140-O139A O140 O139A 8 160.12 0.0000 0.000 0.00 0.00 0.00 O141-O140 O141 O140 6 87.24 0.0000 0.000 0.00 0.00 0.00 O142-O140 O142 O140 8 164.07 0.0000 0.000 0.00 0.00 0.00 O143-O142 O143 O142 6 55.73 0.0000 0.000 0.00 0.00 0.00 O144-O142 O144 O142 6 109.53 0.0000 0.000 0.00 0.00 0.00 OC03-V001 OC03 V001 21 13.56 0.0096 0.219 2.63 0.18 0.10 Appendix 3 - Capacity Analysis - Model Results 37
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Existing Peak Wet Weather Flow (PWWF) Scenario R001-R802 R001 R802 8 251.84 0.0035 0.141 1.79 0.25 0.38 R002-R001 R002 R001 8 194.35 0.0024 0.141 1.58 0.28 0.42 R003-R002 R003 R002 8 359.63 0.0024 0.032 1.03 0.13 0.20 R004-R003 R004 R003 8 360.43 0.0024 0.026 0.97 0.12 0.18 R005-R004 R005 R004 8 361.12 0.0024 0.019 0.89 0.10 0.15 R006-R005 R006 R005 8 71.73 0.0335 0.013 1.98 0.04 0.07 R007-R006 R007 R006 8 349.15 0.0024 0.013 0.79 0.08 0.13 R008-R085 R008 R085 8 337.74 0.0025 0.007 0.65 0.06 0.09 R009-R008 R009 R008 8 351.82 0.0024 0.003 0.52 0.04 0.07 R010-R009 R010 R009 8 86.57 0.0029 0.001 0.33 0.02 0.03 R011-R804 R011 R804 15 399.04 0.0049 1.336 3.61 0.59 0.47 R012-R011 R012 R011 15 399.22 0.0029 1.336 2.95 0.69 0.56 R013-R012 R013 R012 15 397.24 0.0042 1.336 3.40 0.62 0.50 R014-R013 R014 R013 15 403.57 0.0042 1.336 3.40 0.62 0.50 R015-R014 R015 R014 15 399.25 0.0047 1.336 3.56 0.60 0.48 R016-S001 R016 S001 8 346.96 0.0019 0.006 0.56 0.06 0.09 R017-R002 R017 R002 8 290.61 0.0024 0.107 1.46 0.24 0.36 R018-R017 R018 R017 8 283.74 0.0024 0.087 1.37 0.22 0.32 R019-R018 R019 R018 8 350.31 0.0024 0.011 0.75 0.08 0.12 R020-R019 R020 R019 8 294.36 0.0024 0.005 0.61 0.06 0.08 R021-R017 R021 R017 8 355.97 0.0024 0.018 0.87 0.10 0.15 R022-R021 R022 R021 8 346.07 0.0024 0.013 0.79 0.08 0.13 R023-R022 R023 R022 8 342.82 0.0024 0.007 0.64 0.06 0.09 R024-R018 R024 R018 8 260.63 0.0024 0.071 1.30 0.20 0.29 R025-R024 R025 R024 8 272.39 0.0024 0.040 1.10 0.15 0.22 R026-R025 R026 R025 8 278.88 0.0024 0.026 0.97 0.12 0.18 R027-R026 R027 R026 8 276.07 0.0024 0.009 0.71 0.07 0.11 R028-R027 R028 R027 8 274.36 0.0024 0.005 0.60 0.06 0.08 R029-R028 R029 R028 8 273.49 0.0024 0.005 0.60 0.06 0.08 R030-R029 R030 R029 8 272.90 0.0024 0.003 0.49 0.04 0.06 R031-R024 R031 R024 8 299.50 0.0027 0.029 1.05 0.12 0.18 R032-R031 R032 R031 8 302.97 0.0024 0.025 0.96 0.12 0.17 R033-R032 R033 R032 8 245.20 0.0029 0.019 0.95 0.10 0.15 R034-R033 R034 R033 8 47.27 0.0021 0.017 0.82 0.10 0.15 R035-R034 R035 R034 8 286.00 0.0023 0.008 0.68 0.07 0.10 R036-R035 R036 R035 8 273.43 0.0025 0.008 0.69 0.07 0.10 R037-R036 R037 R036 8 286.46 0.0024 0.004 0.55 0.05 0.07 R038-R025 R038 R025 8 275.78 0.0024 0.011 0.74 0.08 0.11 R039-R038 R039 R038 8 276.39 0.0024 0.008 0.68 0.07 0.10 R040-R039 R040 R039 8 270.05 0.0024 0.005 0.61 0.06 0.08 R041-R026 R041 R026 8 275.80 0.0024 0.014 0.81 0.09 0.13 R042-R041 R042 R041 8 273.71 0.0024 0.011 0.75 0.08 0.11 R043-R042 R043 R042 8 274.41 0.0024 0.005 0.60 0.06 0.08 R044-N038 R044 N038 10 242.49 0.0012 0.105 1.11 0.26 0.31 R045-R044 R045 R044 10 242.06 0.0012 0.100 1.09 0.25 0.31 R046-R045 R046 R045 10 267.37 0.0008 0.061 0.80 0.22 0.27 R047-R046 R047 R046 10 61.50 0.0013 0.045 0.90 0.17 0.20 R048-R047 R048 R047 10 233.14 0.0012 0.030 0.78 0.14 0.17 R049-R048 R049 R048 10 57.28 0.0012 0.016 0.64 0.10 0.12 R050-R049 R050 R049 10 220.48 0.0012 0.002 0.35 0.04 0.05 R051-R045 R051 R045 8 319.96 0.0024 0.036 1.07 0.14 0.21 R052-R051 R052 R051 8 309.16 0.0024 0.028 0.99 0.12 0.18 R053-R052 R053 R052 8 311.92 0.0024 0.019 0.89 0.10 0.15 R054-R053 R054 R053 8 316.77 0.0021 0.014 0.77 0.09 0.14 R055-R054 R055 R054 8 326.35 0.0024 0.005 0.61 0.05 0.08 R056-R055 R056 R055 8 271.45 0.0065 0.003 0.68 0.03 0.05 Appendix 3 - Capacity Analysis - Model Results 38
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Existing Peak Wet Weather Flow (PWWF) Scenario R057-R051 R057 R051 8 203.40 0.0024 0.005 0.60 0.06 0.08 R058-R052 R058 R052 8 200.69 0.0029 0.005 0.65 0.05 0.08 R059-R053 R059 R053 8 200.67 0.0024 0.005 0.61 0.06 0.08 R060-R054 R060 R054 8 289.45 0.0214 0.005 1.30 0.03 0.05 R061-R083 R061 R083 8 345.01 0.0020 0.008 0.65 0.07 0.10 R062-R061 R062 R061 8 334.33 0.0020 0.008 0.64 0.07 0.11 R063-R087 R063 R087 8 178.43 0.0020 0.002 0.43 0.04 0.06 R064-R084 R064 R084 8 344.71 0.0020 0.011 0.71 0.08 0.12 R065-R064 R065 R064 8 335.34 0.0020 0.008 0.64 0.07 0.11 R066-R086 R066 R086 8 177.02 0.0020 0.002 0.44 0.04 0.06 R067-R048 R067 R048 8 348.37 0.0020 0.014 0.75 0.09 0.13 R068-R067 R068 R067 8 349.66 0.0020 0.011 0.70 0.08 0.12 R069-R068 R069 R068 8 349.57 0.0020 0.008 0.64 0.07 0.11 R070-R069 R070 R069 8 351.74 0.0020 0.005 0.55 0.06 0.08 R071-R049 R071 R049 8 348.46 0.0020 0.014 0.75 0.09 0.13 R072-R071 R072 R071 8 349.87 0.0020 0.011 0.71 0.08 0.12 R073-R072 R073 R072 8 351.64 0.0020 0.008 0.64 0.07 0.11 R074-R073 R074 R073 8 348.30 0.0020 0.005 0.55 0.05 0.08 R076-R075 R076 R075 8 37.90 0.0676 0.019 2.85 0.05 0.07 R077-R076 R077 R076 8 438.48 0.0038 0.006 0.75 0.05 0.08 R078-R077 R078 R077 8 287.88 0.0056 0.004 0.77 0.04 0.06 R079-R078 R079 R078 8 198.96 0.0040 0.004 0.68 0.04 0.07 R080-R076 R080 R076 8 233.86 0.0047 0.011 0.95 0.07 0.10 R081-R080 R081 R080 8 280.29 0.0034 0.009 0.80 0.06 0.10 R082-R081 R082 R081 8 350.63 0.0040 0.003 0.60 0.04 0.06 R083-R046 R083 R046 8 324.60 0.0020 0.011 0.71 0.08 0.12 R084-R047 R084 R047 8 352.68 0.0020 0.014 0.75 0.09 0.13 R085-R007 R085 R007 8 359.08 0.0023 0.010 0.72 0.07 0.11 R086-R065 R086 R065 8 338.68 0.0020 0.005 0.55 0.06 0.08 R087-R062 R087 R062 8 339.00 0.0020 0.005 0.55 0.06 0.08 R088-R074 R088 R074 8 155.65 0.0019 0.002 0.39 0.03 0.05 R089-R070 R089 R070 8 153.82 0.0020 0.002 0.39 0.03 0.05 R801A-R801 R801A R801 8 331.58 0.0024 0.141 1.57 0.28 0.42 R801-R800 R801 R800 8 13.72 0.4110 1.478 19.35 0.25 0.37 R802-R801A R802 R801A 8 329.36 0.0024 0.141 1.58 0.28 0.42 R803-R801 R803 R801 15 15.39 0.0325 1.336 7.18 0.36 0.28 R804-R803 R804 R803 15 399.94 0.0042 1.336 3.41 0.62 0.50 S001-W015 S001 W015 10 286.25 0.0022 0.007 0.62 0.06 0.07 S002-R015 S002 R015 15 226.30 0.0040 1.331 3.35 0.63 0.50 S003A-S003 S003A S003 18 283.85 0.0017 1.158 2.33 0.67 0.45 S003-S002 S003 S002 18 228.18 0.0027 1.158 2.78 0.59 0.39 S004-S003A S004 S003A 18 273.63 0.0030 1.114 2.85 0.56 0.37 S012-S002 S012 S002 10 330.72 0.0008 0.174 1.11 0.38 0.46 S013-S012 S013 S012 10 335.12 0.0010 0.168 1.18 0.36 0.43 S014-S013 S014 S013 10 319.75 0.0014 0.168 1.33 0.32 0.39 S015-S014 S015 S014 10 332.47 0.0016 0.142 1.33 0.29 0.34 S016-S015 S016 S015 10 325.11 0.0011 0.137 1.14 0.31 0.37 S017-S016 S017 S016 8 335.44 0.0025 0.010 0.73 0.07 0.11 S019-S018 S019 S018 8 121.45 0.0023 0.015 0.81 0.09 0.14 S020-S019 S020 S019 8 319.84 0.0024 0.011 0.74 0.08 0.12 S021-S812 S021 S812 8 332.92 0.0022 0.059 1.20 0.18 0.27 S022-S021 S022 S021 8 320.66 0.0018 0.041 1.01 0.16 0.23 S023-S022 S023 S022 8 319.57 0.0023 0.015 0.82 0.09 0.14 S024-S023 S024 S023 8 180.13 0.0018 0.008 0.60 0.07 0.10 S025-S022 S025 S022 8 327.51 0.0031 0.014 0.89 0.08 0.12 S026-S025 S026 S025 8 265.04 0.0325 0.006 1.56 0.03 0.05 Appendix 3 - Capacity Analysis - Model Results 39
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Existing Peak Wet Weather Flow (PWWF) Scenario S027-S030 S027 S030 8 300.57 0.0045 0.006 0.78 0.05 0.08 S029-S014 S029 S014 8 288.81 0.0093 0.018 1.40 0.07 0.11 S030-S021 S030 S021 8 239.80 0.0022 0.008 0.65 0.07 0.10 S811-S016 S811 S016 8 320.57 0.0023 0.117 1.46 0.26 0.38 S812-S811 S812 S811 8 318.28 0.0018 0.115 1.35 0.27 0.41 S813-S812 S813 S812 8 334.70 0.0030 0.018 0.94 0.09 0.14 S814-S813 S814 S813 8 305.88 0.0024 0.010 0.73 0.08 0.11 S815-S814 S815 S814 8 17.31 0.0480 0.010 2.08 0.04 0.06 S817-S812 S817 S812 8 324.55 0.0020 0.029 0.94 0.13 0.19 S818-S817 S818 S817 8 249.78 0.0012 0.002 0.33 0.04 0.06 S819-S818 S819 S818 8 21.21 0.0009 0.002 0.31 0.04 0.06 S820-S817 S820 S817 8 328.59 0.0043 0.018 1.07 0.09 0.13 V001-V800 V001 V800 21 321.67 0.0033 0.222 1.82 0.23 0.13 V002-OC03 V002 OC03 8 40.60 0.2098 0.219 8.79 0.11 0.17 V003-V002 V003 V002 8 7.81 0.0077 0.164 2.50 0.22 0.33
V004-V002 V004 V002 8 252.13 0.0070 0.055 1.76 0.13 0.20 V004-V003 V004 V003 8 226.01 0.0020 0.164 1.54 0.32 0.48 V005-V004 V005 V004 8 377.67 0.0020 0.181 1.56 0.34 0.51 V006-V005 V006 V005 8 375.04 0.0020 0.175 1.55 0.33 0.50 V007-V006 V007 V006 8 275.46 0.0020 0.134 1.46 0.28 0.43 V008-V007 V008 V007 8 269.33 0.0020 0.122 1.42 0.27 0.41 V009-V008 V009 V008 8 269.11 0.0020 0.108 1.36 0.26 0.38 V010-V009 V010 V009 8 272.90 0.0016 0.019 0.76 0.11 0.17 V011-V010 V011 V010 8 241.98 0.0024 0.012 0.78 0.08 0.12 V012-V004 V012 V004 8 204.18 0.0079 0.034 1.60 0.10 0.15 V013-V012 V013 V012 8 202.31 0.0021 0.030 0.96 0.13 0.20 V014-V013 V014 V013 8 378.25 0.0020 0.018 0.81 0.10 0.15 V015-V014 V015 V014 8 347.44 0.0020 0.009 0.67 0.08 0.11 V016-V015 V016 V015 8 227.75 0.0015 0.007 0.57 0.07 0.11 V017-V016 V017 V016 8 237.50 0.0020 0.007 0.62 0.07 0.10 V018-V006 V018 V006 8 278.45 0.0023 0.035 1.05 0.14 0.21 V019-V018 V019 V018 8 273.69 0.0020 0.033 0.98 0.14 0.21 V020-V019 V020 V019 8 286.67 0.0020 0.028 0.93 0.13 0.19 V021-V020 V021 V020 8 107.40 0.0117 0.002 0.81 0.03 0.04 V022-V007 V022 V007 8 391.45 0.0020 0.009 0.66 0.07 0.11 V023-V022 V023 V022 8 388.78 0.0020 0.004 0.51 0.05 0.07 V024-V009 V024 V009 8 334.89 0.0020 0.087 1.28 0.23 0.34 V025-V010 V025 V010 8 213.17 0.0024 0.005 0.58 0.05 0.08 V027-OC07 V027 OC07 8 363.13 0.0181 0.007 1.30 0.04 0.06 V028-V027 V028 V027 8 392.19 0.0021 0.000 0.00 0.00 0.00 V029-OC04 V029 OC04 8 17.31 0.2899 0.167 9.09 0.09 0.14 V030-V029 V030 V029 8 169.97 0.0125 0.112 2.67 0.16 0.24 V031-V030 V031 V030 8 301.99 0.0020 0.063 1.17 0.19 0.29 V032-V031 V032 V031 8 525.05 0.0022 0.031 0.99 0.13 0.19 V033-V013 V033 V013 8 197.00 0.0023 0.007 0.65 0.06 0.09 V034-V033 V034 V033 8 198.55 0.0020 0.006 0.58 0.06 0.09 V035-V014 V035 V014 8 183.83 0.0026 0.005 0.61 0.05 0.08 V036-V020 V036 V020 8 279.62 0.0024 0.021 0.91 0.11 0.16 V800-Y812 V800 Y812 21 671.98 0.0016 0.222 1.39 0.28 0.16 V804-V008 V804 V008 8 392.85 0.0044 0.012 0.94 0.07 0.10 V806-V024 V806 V024 8 367.22 0.0045 0.082 1.70 0.18 0.27 V808-V806 V808 V806 8 158.48 0.0080 0.038 1.65 0.11 0.16 V809A-V808 V809A V808 8 295.92 0.0030 0.038 1.17 0.13 0.20 V809-V809A V809 V809A 8 18.49 0.0465 0.038 3.07 0.07 0.10 V812-V809 V812 V809 8 204.71 0.0027 0.038 1.13 0.14 0.21 V813-V812 V813 V812 8 381.88 0.0040 0.031 1.23 0.11 0.17 Appendix 3 - Capacity Analysis - Model Results 40
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Existing Peak Wet Weather Flow (PWWF) Scenario W002-OC09 W002 OC09 8 104.09 0.0549 0.362 6.32 0.20 0.30 W003-W002 W003 W002 8 363.56 0.0020 0.358 1.59 0.67 1.00 W004-W003 W004 W003 8 359.52 0.0020 0.346 1.77 0.55 0.82 W005-W004 W005 W004 8 338.50 0.0020 0.346 1.77 0.55 0.82 W006-OC09 W006 OC09 10 335.95 0.0017 0.444 1.83 0.54 0.65 W007-W006 W007 W006 10 328.62 0.0016 0.432 1.79 0.54 0.65 W008-W007 W008 W007 10 332.15 0.0016 0.424 1.75 0.54 0.65 W010-W008 W010 W008 8 164.00 0.0048 0.081 1.72 0.17 0.26 W011-W010 W011 W010 10 172.33 0.0031 0.074 1.41 0.17 0.21 W012-W011 W012 W011 10 336.40 0.0016 0.074 1.11 0.20 0.25 W013A-W013 W013A W013 8 339.38 0.0020 0.044 1.06 0.16 0.24 W013-W012 W013 W012 10 245.70 0.0016 0.057 1.04 0.18 0.21 W014-W013 W014 W013 10 85.39 0.0016 0.013 0.67 0.09 0.10 W015-W014 W015 W014 10 333.82 0.0016 0.013 0.66 0.09 0.10 W016-W008 W016 W008 8 315.15 0.0096 0.105 2.38 0.17 0.25 W017-W016 W017 W016 8 191.32 0.0035 0.096 1.61 0.21 0.31 W018-W017 W018 W017 8 138.34 0.0038 0.092 1.65 0.20 0.30 W019-W018 W019 W018 8 144.93 0.0020 0.085 1.28 0.22 0.34 W020-W019 W020 W019 8 282.09 0.0021 0.050 1.13 0.17 0.25 W021-W020 W021 W020 8 316.64 0.0019 0.026 0.89 0.13 0.19 W022-W021 W022 W021 8 175.83 0.0021 0.012 0.73 0.08 0.13 W023-W019 W023 W019 8 297.30 0.0020 0.016 0.78 0.10 0.15 W024-W023 W024 W023 8 269.07 0.0020 0.008 0.65 0.07 0.11 W025-W024 W025 W024 8 296.38 0.0020 0.004 0.52 0.05 0.08 W026-W024 W026 W024 8 133.78 0.0027 0.004 0.59 0.05 0.07 W027-W009 W027 W009 8 306.80 0.0023 0.238 1.77 0.38 0.58 W028-W027 W028 W027 8 307.72 0.0020 0.235 1.66 0.40 0.60 W029-W028 W029 W028 8 182.55 0.0051 0.235 2.36 0.30 0.45 W030-W029 W030 W029 8 77.43 0.0021 0.020 0.86 0.11 0.16 W031-W030 W031 W030 8 280.12 0.0020 0.018 0.81 0.10 0.15 W032-W031 W032 W031 8 329.52 0.0020 0.013 0.74 0.09 0.13 W033-W032 W033 W032 8 233.99 0.0020 0.010 0.68 0.08 0.12 W034-W033 W034 W033 8 330.81 0.0020 0.005 0.57 0.06 0.09 W035-W034 W035 W034 8 66.47 0.0022 0.003 0.48 0.04 0.06 W036-W034 W036 W034 8 83.81 0.0020 0.003 0.46 0.04 0.06 W037-W029 W037 W029 8 140.65 0.0022 0.212 1.70 0.36 0.54 W038-W037 W038 W037 8 276.97 0.0020 0.133 1.44 0.29 0.43 W039-W038 W039 W038 8 273.40 0.0020 0.133 1.45 0.28 0.43 W040-W039 W040 W039 8 372.46 0.0020 0.125 1.42 0.28 0.41 W041-W040 W041 W040 8 247.19 0.0020 0.114 1.38 0.26 0.39 W042-W041 W042 W041 8 300.53 0.0020 0.110 1.37 0.26 0.39 W043-W042 W043 W042 8 108.50 0.0369 0.110 3.89 0.12 0.18 W044-W039 W044 W039 8 190.68 0.0039 0.004 0.65 0.04 0.06 W045-W040 W045 W040 8 147.93 0.0020 0.007 0.61 0.06 0.10 W046-W045 W046 W045 8 236.00 0.0020 0.005 0.56 0.06 0.08 W047-W037 W047 W037 8 176.63 0.0020 0.077 1.24 0.21 0.32 W048-W047 W048 W047 8 346.48 0.0020 0.075 1.24 0.21 0.31 W049-W048 W049 W048 8 347.76 0.0020 0.070 1.21 0.20 0.30 W050-W049 W050 W049 8 201.18 0.0020 0.013 0.74 0.09 0.13 W051-W050 W051 W050 8 295.25 0.0020 0.011 0.70 0.08 0.12 W052-W051 W052 W051 8 291.54 0.0020 0.006 0.58 0.06 0.09 W053-W052 W053 W052 8 82.71 0.0031 0.002 0.47 0.03 0.04 W054-W049 W054 W049 8 134.84 0.0045 0.052 1.49 0.14 0.21 W055-W054 W055 W054 8 350.69 0.0023 0.035 1.04 0.14 0.21 W056-W055 W056 W055 8 300.89 0.0027 0.010 0.76 0.07 0.11 W056-W057 W056 W057 8 300.86 0.0024 0.010 0.72 0.07 0.11 Appendix 3 - Capacity Analysis - Model Results 41
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Existing Peak Wet Weather Flow (PWWF) Scenario Y001-Y806 Y001 Y802 8 323.27 0.0258 0.017 1.96 0.05 0.08 Y002-Y022 Y002 Y022 8 186.17 0.0047 0.017 1.08 0.08 0.12 Y003-Y002 Y003 Y002 8 129.16 0.0054 0.017 1.14 0.08 0.12 Y004-Y003 Y004 Y003 8 203.18 0.0053 0.017 1.13 0.08 0.12 Y005-Y806 Y005 Y806 8 337.49 0.0027 0.175 1.73 0.31 0.46 Y006-Y005 Y006 Y005 8 339.60 0.0028 0.175 1.76 0.30 0.45 Y007-Y006 Y007 Y006 8 150.72 0.0029 0.149 1.71 0.27 0.41 Y008-Y007 Y008 Y007 8 186.66 0.0030 0.126 1.65 0.25 0.37 Y009-Y008 Y009 Y008 8 225.62 0.0035 0.126 1.74 0.24 0.36 Y010-Y009 Y010 Y009 8 101.96 0.0029 0.041 1.19 0.14 0.21 Y011-Y010 Y011 Y010 8 204.62 0.0029 0.041 1.19 0.14 0.21 Y012-Y011 Y012 Y011 8 140.10 0.0031 0.041 1.21 0.14 0.21 Y013-Y810 Y013 Y810 8 362.09 0.0031 0.059 1.35 0.17 0.25 Y014-Y013 Y014 Y013 8 345.76 0.0036 0.036 1.22 0.12 0.19 Y015-V030 Y015 V030 8 208.01 0.0202 0.019 1.88 0.06 0.09 Y016-Y015 Y016 Y015 8 218.23 0.0024 0.013 0.79 0.08 0.13 Y017-V031 Y017 V031 8 217.44 0.0075 0.018 1.30 0.08 0.11 Y018-Y017 Y018 Y017 8 207.25 0.0016 0.014 0.71 0.10 0.15 Y019-V032 Y019 V032 8 442.51 0.0074 0.019 1.31 0.08 0.12 Y020-V029 Y020 V029 8 25.90 0.0981 0.055 4.46 0.07 0.10 Y021-Y019 Y021 Y019 8 36.84 0.0312 0.008 1.68 0.04 0.06 Y022-Y001 Y022 Y001 8 86.46 0.0063 0.017 1.19 0.08 0.11 Y023-Y810 Y023 Y810 8 273.34 0.0018 0.000 0.00 0.00 0.00 Y024-Y014 Y024 Y014 8 296.48 0.0033 0.036 1.20 0.13 0.19 Y810-Y808 Y810 Y808 8 326.58 0.0026 0.079 1.38 0.20 0.30 Y811-Y809 Y811 Y809 12 148.65 0.0078 0.071 1.88 0.13 0.13 Z001-Z831 Z001 Z831 8 91.85 0.0072 0.131 2.29 0.20 0.30 Z002A-Z831 Z002A Z831 10 394.36 0.0030 0.118 1.59 0.22 0.26 Z002-Z001 Z002 Z001 8 301.97 0.0017 0.131 1.35 0.30 0.44 Z003-Z002 Z003 Z002 8 62.09 0.0027 0.113 1.55 0.24 0.36 Z004-Z002A Z004 Z002A 10 319.44 0.0020 0.118 1.38 0.24 0.29 Z004-Z003 Z004 Z003 8 251.02 0.0019 0.096 1.29 0.24 0.37 Z005-Z004 Z005 Z004 8 287.84 0.0020 0.071 1.21 0.20 0.31 Z006-Z005 Z006 Z005 8 273.44 0.0021 0.066 1.20 0.19 0.29 Z007-Z029 Z007 Z029 8 230.35 0.0020 0.033 0.97 0.14 0.21 Z008-Z007 Z008 Z007 8 357.48 0.0022 0.033 1.00 0.13 0.20 Z009-Z008 Z009 Z008 8 223.11 0.0021 0.015 0.78 0.09 0.14 Z010-Z009 Z010 Z009 8 112.84 0.0039 0.000 0.00 0.00 0.00 Z011-Z010 Z011 Z010 8 425.76 0.0040 0.000 0.00 0.00 0.00 Z012-Z011 Z012 Z011 8 18.21 0.0033 0.000 0.00 0.00 0.00 Z015-Z028 Z015 Z028 12 153.83 0.0026 0.071 1.28 0.17 0.17 Z016-Z800 Z016 Z800 8 303.39 0.0045 0.079 1.67 0.17 0.26 Z017-Z016 Z017 Z016 8 290.36 0.0003 0.006 0.31 0.10 0.14 Z018-Z004 Z018 Z004 8 333.81 0.0020 0.143 1.46 0.30 0.45 Z019-Z018 Z019 Z018 8 355.97 0.0023 0.090 1.36 0.22 0.33 Z020-Z019 Z020 Z019 8 289.86 0.0020 0.084 1.27 0.22 0.33 Z021-Z022 Z021 Z022 8 221.72 0.0020 0.042 1.05 0.16 0.23 Z022-Z023 Z022 Z023 8 217.99 0.0015 0.047 0.98 0.18 0.27 Z023-Z024 Z023 Z024 12 22.53 0.0044 0.047 1.37 0.12 0.12 Z024-Z015 Z024 Z015 12 145.53 0.0027 0.063 1.25 0.16 0.16 Z025-Z015 Z025 Z015 6 69.07 0.0012 0.008 0.55 0.09 0.17 Z026-Z025 Z026 Z025 6 361.94 0.0012 0.008 0.56 0.09 0.17 Z029-Z021 Z029 Z021 8 230.68 0.0020 0.033 0.97 0.14 0.21 Z029-Z030 Z028 Z030 12 129.23 0.0027 0.071 1.30 0.16 0.16 Z030-Z031 Z030 Z031 12 165.25 0.0209 0.071 2.66 0.10 0.10 Z031-Y811 Z031 Y811 12 241.87 0.0073 0.071 1.84 0.13 0.13 Appendix 3 - Capacity Analysis - Model Results 42
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
B001-C001 B001 C001 10 279.79 0.0012 0.050 0.90 0.18 0.22 B002-B001 B002 B001 10 135.29 0.0012 0.046 0.87 0.17 0.21 B003-B002 B003 B002 10 122.75 0.0012 0.043 0.86 0.17 0.20 B004-B003 B004 B003 10 137.42 0.0012 0.032 0.79 0.14 0.17 B005-B004 B005 B004 10 131.33 0.0012 0.021 0.70 0.12 0.14 B006-B005 B006 B005 10 127.26 0.0012 0.016 0.63 0.10 0.12 B007-B006 B007 B006 10 259.35 0.0012 0.006 0.47 0.06 0.08 B008-B007 B008 B007 8 269.59 0.0026 0.006 0.63 0.06 0.08 B009-B008 B009 B008 8 259.91 0.0020 0.003 0.48 0.04 0.07 B010-B009 B010 B009 8 89.19 0.0020 0.001 0.31 0.02 0.03 B011-B006 B011 B006 8 270.78 0.0019 0.006 0.58 0.06 0.09 B012-B011 B012 B011 8 260.24 0.0020 0.003 0.50 0.05 0.07 B013-B012 B013 B012 8 200.15 0.0020 0.001 0.35 0.03 0.04 B014-B004 B014 B004 8 270.76 0.0020 0.011 0.71 0.08 0.12 B015-B014 B015 B014 8 261.26 0.0020 0.009 0.66 0.07 0.11 B016-B015 B016 B015 8 214.26 0.0024 0.004 0.54 0.05 0.07 B017-B016 B017 B016 8 198.07 0.0020 0.003 0.46 0.04 0.06 B018-B015 B018 B015 8 179.03 0.0020 0.001 0.36 0.03 0.04 B019-H022 B019 H022 10 176.55 0.0020 0.136 1.45 0.26 0.31 B020-B045 B020 B045 8 273.36 0.0032 0.123 1.68 0.24 0.36 B021-B020 B021 B020 8 327.92 0.0032 0.108 1.63 0.22 0.34 B022-B021 B022 B021 8 124.17 0.0038 0.035 1.24 0.12 0.18 B023-B022 B023 B022 8 192.07 0.0041 0.021 1.10 0.09 0.14 B024-B023 B024 B023 8 65.73 0.0037 0.005 0.68 0.05 0.07 B025-B024 B025 B024 8 243.62 0.0040 0.004 0.67 0.04 0.07 B026A-B026 B026A B026 8 48.20 0.0027 0.003 0.52 0.04 0.06 B026-B025 B026 B025 8 17.74 0.0034 0.003 0.56 0.04 0.06 B028-B022 B028 B022 8 262.11 0.0072 0.014 1.19 0.07 0.10 B029-B028 B029 B028 8 207.80 0.0040 0.005 0.72 0.05 0.07 B030-B029 B030 B029 8 214.83 0.0040 0.004 0.65 0.04 0.06 B031-B028 B031 B028 8 259.05 0.0048 0.007 0.85 0.05 0.08 B032-B031 B032 B031 8 255.69 0.0042 0.006 0.74 0.05 0.07 B033-B032 B033 B032 8 249.92 0.0040 0.003 0.60 0.04 0.05 B034-CO17 B034 C017 8 292.13 0.0023 0.015 0.81 0.09 0.14 B035-B034 B035 B034 8 255.96 0.0020 0.008 0.65 0.07 0.11 B036-B035 B036 B035 8 349.45 0.0020 0.004 0.51 0.05 0.07 B037-B034 B037 B034 8 355.71 0.0027 0.006 0.63 0.05 0.08 B038-B035 B038 B035 8 166.70 0.0024 0.003 0.51 0.04 0.06 B039-B002 B039 B002 8 241.67 0.0020 0.003 0.49 0.05 0.07 B040-B039 B040 B039 8 97.74 0.0024 0.001 0.36 0.03 0.04 B041-B019 B041 B019 10 261.62 0.0034 0.012 0.84 0.07 0.08 B045-B019 B045 B019 8 55.20 0.0011 0.125 1.13 0.33 0.49 C001-I017A C001 I017A 15 299.35 0.0015 0.500 1.79 0.48 0.38 C002-C003 C002 C003 8 248.27 0.0131 0.008 1.21 0.04 0.07 C003-C005 C003 C005 8 352.17 0.0024 0.061 1.24 0.18 0.27 C004-C058 C004 C058 12 10.63 0.0085 0.000 0.00 0.00 0.00 C004-I044 C004 I044 12 338.54 0.0020 0.178 1.53 0.28 0.28 C005-C004 C005 C004 8 350.88 0.0024 0.061 1.24 0.18 0.27 C006-C004 C006 C004 12 338.27 0.0040 0.108 1.69 0.18 0.18 C007-I102 C007 I102 18 315.96 0.0015 1.280 2.30 0.73 0.49 C008-C007 C008 C007 15 611.45 0.0026 1.280 2.83 0.69 0.56 C009-C008 C009 C008 15 16.65 0.0024 1.280 2.29 0.48 0.38 C010-D012 C010 D012 8 291.77 0.0049 0.027 1.26 0.10 0.15 C011-C010 C011 C010 8 299.80 0.0048 0.022 1.17 0.09 0.14 C012A-C001 C012A C001 12 236.19 0.0012 0.183 1.27 0.33 0.33 C012-C001 C012 C001 12 261.24 0.0015 0.256 1.52 0.37 0.37 Model Results - Future Peak Dry Weather Flow (PDWF) Scenario Appendix 3 - Capacity Analysis - Model Results 43
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Future Peak Dry Weather Flow (PDWF) Scenario C013A-C012A C013A C012A 10 274.22 0.0010 0.183 1.19 0.38 0.45 C013-C012 C013 C012 12 240.25 0.0013 0.252 1.42 0.38 0.38 C014-C013 C014 C013 12 130.42 0.0015 0.252 1.53 0.36 0.36 C015-C014 C015 C014 12 153.36 0.0015 0.252 1.51 0.36 0.36 C016-C015 C016 C015 12 185.94 0.0015 0.252 1.52 0.36 0.36 C017-C016 C017 C016 12 220.85 0.0015 0.250 1.51 0.36 0.36 C019-C013A C019 C013A 8 328.40 0.0116 0.043 1.96 0.10 0.15 C020-C019 C020 C019 8 252.66 0.0137 0.005 1.05 0.03 0.05 C021-C019 C021 C019 8 240.65 0.0040 0.028 1.19 0.11 0.16 C022-C021 C022 C021 8 151.67 0.0039 0.025 1.13 0.10 0.15 C023-C022 C023 C022 8 164.99 0.0089 0.004 0.85 0.03 0.05 C024-C022 C024 C022 8 227.08 0.0040 0.019 1.05 0.09 0.13 C026-C013A C026 C013A 12 285.83 0.0011 0.141 1.13 0.29 0.29 C027-C026 C027 C026 8 244.16 0.0043 0.135 1.92 0.23 0.35 C028-C027 C028 C027 8 262.35 0.0040 0.121 1.81 0.22 0.34 C029-C028 C029 C028 8 263.41 0.0040 0.097 1.69 0.20 0.30 C030-C029 C030 C029 8 257.33 0.0035 0.052 1.36 0.15 0.23 C031-C030 C031 C030 8 43.34 0.1324 0.049 4.78 0.06 0.09 C032-C031 C032 C031 8 143.13 0.0037 0.043 1.31 0.13 0.20 C033-C032 C033 C032 8 109.37 0.0038 0.042 1.31 0.13 0.20 C034-C033 C034 C033 8 172.49 0.0035 0.041 1.26 0.13 0.20 C035-C034 C035 C034 8 166.57 0.0036 0.039 1.26 0.13 0.19 C036-C035 C036 C035 8 237.82 0.0037 0.031 1.19 0.12 0.17 C037-C026 C037 C026 10 210.25 0.0017 0.006 0.53 0.06 0.07 C038-C027 C038 C027 8 268.21 0.0035 0.013 0.90 0.08 0.11 C039-C028 C039 C028 8 265.19 0.0036 0.023 1.07 0.10 0.15 C040-C029 C040 C029 8 271.91 0.0027 0.041 1.16 0.14 0.21 C041-C031 C041 C031 8 329.44 0.0056 0.007 0.86 0.05 0.07 C042-C041 C042 C041 8 149.57 0.0067 0.003 0.73 0.03 0.05 C043-C029 C043 C029 8 251.52 0.0084 0.002 0.73 0.03 0.04 C044-C030 C044 C030 8 211.72 0.0100 0.003 0.86 0.03 0.05 C045-C035 C045 C035 8 204.04 0.0064 0.005 0.85 0.04 0.07 C046-C047 C046 C047 8 308.01 0.0015 0.021 0.77 0.12 0.18 C047-C048 C047 C048 8 39.28 0.0214 0.032 2.21 0.08 0.11 C048-D014 C048 D014 8 348.69 0.0024 0.032 1.03 0.13 0.19 C049-C045 C049 C045 8 40.09 0.0055 0.004 0.74 0.04 0.06 C051-C011 C051 C011 8 156.72 0.0047 0.008 0.85 0.06 0.08 C052-C024 C052 C024 8 241.48 0.0039 0.011 0.88 0.07 0.10 C053-C052 C053 C052 8 295.90 0.0072 0.006 0.91 0.04 0.07 C054-C052 C054 C052 8 141.95 0.0039 0.002 0.54 0.03 0.05 C055-C024 C055 C024 8 139.43 0.0040 0.004 0.67 0.04 0.07 C056-C046 C056 C046 8 184.19 0.0005 0.007 0.37 0.09 0.14 C057-I051 C057 I051 12 314.01 0.0023 0.002 0.44 0.03 0.03 C058-C057 C058 C057 12 8.29 0.0084 0.000 0.00 0.00 0.00 C800-C017 C800 C017 12 113.47 0.0015 0.234 1.48 0.35 0.35 C806-C037 C806 C037 8 324.10 0.0013 0.005 0.47 0.06 0.09 C809-C038 C809 C038 8 265.63 0.0037 0.010 0.85 0.07 0.10 C812-C039 C812 C039 8 267.35 0.0036 0.020 1.04 0.09 0.14 C813-C040 C813 C040 8 263.35 0.0029 0.038 1.15 0.14 0.20 D001-C006 D001 C006 12 304.59 0.0040 0.100 1.65 0.18 0.18 D002-D090 D002 D090 10 83.50 0.0020 0.000 0.00 0.00 0.00 D003-D002 D003 D002 10 254.66 0.0020 0.000 0.00 0.00 0.00 D004-D091 D004 D091 10 260.32 0.0022 0.141 1.49 0.26 0.31 D005-D004 D005 D004 10 330.67 0.0021 0.141 1.48 0.26 0.32 D006-D005 D006 D005 10 342.70 0.0020 0.141 1.44 0.27 0.32 D007-D006 D007 D006 10 329.85 0.0020 0.015 0.74 0.09 0.10 Appendix 3 - Capacity Analysis - Model Results 44
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Future Peak Dry Weather Flow (PDWF) Scenario D008-D007 D008 D007 10 141.22 0.0019 0.013 0.71 0.08 0.10 D009-D008 D009 D008 10 183.07 0.0021 0.002 0.43 0.04 0.04 D010-D009 D010 D009 10 332.49 0.0020 0.002 0.43 0.04 0.04 D011-D001 D011 D001 10 291.10 0.0025 0.009 0.69 0.07 0.08 D012-D011 D012 D011 10 286.24 0.0025 0.000 0.00 0.00 0.00 D012-D098 D012 D098 10 293.36 0.0036 0.091 1.57 0.18 0.22 D013-D012 D013 D012 10 248.54 0.0026 0.062 1.25 0.17 0.20 D014-D013 D014 D013 10 247.66 0.0025 0.061 1.22 0.17 0.20 D015-D014 D015 D014 10 287.62 0.0025 0.025 0.94 0.11 0.13 D016-D015 D016 D015 10 291.68 0.0025 0.022 0.91 0.10 0.12 D018-D031 D018 D031 15 404.98 0.0011 0.686 1.76 0.62 0.49 D020-D018 D020 D018 15 395.03 0.0020 0.680 2.18 0.52 0.42 D021-D020 D021 D020 15 434.75 0.0018 0.678 2.11 0.53 0.43 D022A-D022 D022A D022 12 297.71 0.0067 0.574 3.26 0.38 0.38 D022-D021 D022 D021 15 388.37 0.0021 0.670 2.22 0.51 0.41 D023-D016 D023 D016 8 107.86 0.0045 0.007 0.80 0.05 0.08 D024-D023 D024 D023 10 325.46 0.0020 0.007 0.58 0.06 0.07 D025-D022 D025 D022 8 24.54 0.1663 0.094 6.29 0.08 0.12 D025-D023 D025 D023 8 12.47 0.0024 0.000 0.00 0.00 0.00 D026-D025 D026 D025 8 255.56 0.0026 0.094 1.45 0.22 0.33 D027A-D026 D027A D026 8 79.62 0.0069 0.091 2.04 0.17 0.25 D027-D027A D027 D027A 8 169.81 0.0032 0.091 1.54 0.21 0.31 D028-D027 D028 D027 8 218.28 0.0041 0.078 1.62 0.18 0.27 D029-D028 D029 D028 8 153.07 0.0018 0.069 1.17 0.21 0.31 D030-D029 D030 D029 8 273.60 0.0024 0.063 1.26 0.18 0.27 D031-C009 D031 C009 15 118.99 0.0075 1.280 4.17 0.51 0.41 D032-D031 D032 D031 15 325.61 0.0020 0.593 2.10 0.48 0.39 D033-D032 D033 D032 12 248.97 0.0020 0.397 1.90 0.43 0.43 D034-D033 D034 D033 12 340.84 0.0020 0.397 1.90 0.43 0.43 D035-D034 D035 D034 12 331.40 0.0021 0.397 1.92 0.43 0.43 D036-D035 D036 D035 12 478.18 0.0020 0.390 1.89 0.43 0.43 D037-D036 D037 D036 12 427.81 0.0020 0.388 1.89 0.42 0.42 D038-D032 D038 D032 8 150.39 0.0091 0.054 1.92 0.12 0.18 D039-D038 D039 D038 8 223.98 0.0040 0.047 1.39 0.14 0.21 D040-D039 D040 D039 8 217.89 0.0017 0.037 0.95 0.15 0.23 D041-D040 D041 D040 8 217.47 0.0032 0.031 1.13 0.12 0.18 D042-D041 D042 D041 8 140.39 0.0034 0.027 1.11 0.11 0.16 D043-D042 D043 D042 8 206.59 0.0039 0.027 1.16 0.11 0.16 D044-D043 D044 D043 8 24.37 0.0189 0.015 1.69 0.05 0.08 D045-D038 D045 D038 6 342.74 0.0199 0.006 1.38 0.04 0.08 D046-D006 D046 D006 8 101.71 0.0286 0.126 3.70 0.14 0.21 D047-D046 D047 D046 8 59.27 0.0034 0.126 1.72 0.24 0.36 D048-D047 D048 D047 8 274.19 0.0032 0.096 1.56 0.21 0.32 D049-D048 D049 D048 8 59.50 0.0032 0.089 1.54 0.20 0.30 D050-D049 D050 D049 8 290.24 0.0032 0.078 1.48 0.19 0.28 D051-D050 D051 D050 8 37.51 0.0032 0.056 1.35 0.16 0.24 D052-D051 D052 D051 8 166.67 0.0031 0.034 1.15 0.13 0.19 D053-D052 D053 D052 8 195.64 0.0041 0.033 1.25 0.12 0.17 D054-D053 D054 D053 8 346.91 0.0032 0.011 0.84 0.07 0.11 D055-D054 D055 D054 8 349.45 0.0033 0.007 0.73 0.06 0.09 D056-D055 D056 D055 8 353.38 0.0031 0.004 0.59 0.04 0.07 D057-D050 D057 D050 8 252.07 0.0024 0.020 0.90 0.10 0.16 D058-D057 D058 D057 8 263.26 0.0024 0.018 0.86 0.10 0.15 D059-D058 D059 D058 8 263.11 0.0024 0.013 0.79 0.08 0.13 D060-D059 D060 D059 8 263.54 0.0024 0.009 0.70 0.07 0.10 D061-D060 D061 D060 8 309.54 0.0032 0.003 0.57 0.04 0.06 Appendix 3 - Capacity Analysis - Model Results 45
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Future Peak Dry Weather Flow (PDWF) Scenario D062-D047 D062 D047 8 239.89 0.0033 0.027 1.10 0.11 0.17 D063-D062 D063 D062 8 259.25 0.0031 0.011 0.83 0.07 0.11 D064-D049 D064 D049 8 177.14 0.0031 0.012 0.84 0.07 0.11 D065-D064 D065 D064 8 198.08 0.0032 0.007 0.74 0.06 0.09 D067-D051 D067 D051 8 251.85 0.0031 0.022 1.02 0.10 0.15 D068-D067 D068 D067 8 255.94 0.0032 0.022 1.02 0.10 0.15 D069-D070 D069 D070 8 269.63 0.0020 0.013 0.73 0.09 0.13 D070-D071 D070 D071 8 254.91 0.0020 0.017 0.80 0.10 0.15 D071-D072 D071 D072 8 257.29 0.0020 0.019 0.84 0.11 0.16 D072-D073 D072 D073 8 209.73 0.0020 0.023 0.88 0.12 0.17 D073-D074 D073 D074 8 264.21 0.0020 0.036 1.00 0.15 0.22 D074-D030 D074 D030 8 81.80 0.0006 0.051 0.72 0.23 0.35 D075-D074 D075 D074 8 228.15 0.0024 0.011 0.75 0.08 0.12 D081-D073 D081 D073 8 184.78 0.0025 0.013 0.81 0.08 0.13 D082-D081 D082 D081 8 255.40 0.0020 0.011 0.72 0.08 0.12 D083-D082 D083 D082 8 256.66 0.0020 0.009 0.65 0.07 0.11 D084-D083 D084 D083 8 256.91 0.0036 0.006 0.73 0.05 0.08 D085-D084 D085 D084 8 250.72 0.0024 0.003 0.49 0.04 0.06 D086-D008 D086 D008 8 246.07 0.0040 0.009 0.86 0.06 0.10 D086-D008A D008A D008 8 185.17 0.0231 0.001 0.87 0.02 0.03 D087-D086 D087 D086 8 305.42 0.0040 0.007 0.77 0.05 0.08 D090-D001 D090 D001 8 17.57 0.0023 0.091 1.37 0.22 0.34 D091-D003 D091 D003 10 69.11 0.0007 0.000 0.00 0.00 0.00 D091-D032 D091 D032 10 8.94 0.0022 0.141 1.51 0.26 0.31 D092-D074 D092 D074 8 334.36 0.0024 0.003 0.52 0.04 0.07 D093-D059 D093 D059 8 158.00 0.0032 0.003 0.55 0.04 0.06 D094-D058 D094 D058 8 158.90 0.0032 0.003 0.55 0.04 0.06 D095-D057 D095 D057 8 159.26 0.0032 0.003 0.55 0.04 0.06 D096-D071 D096 D071 8 158.64 0.0183 0.003 0.98 0.02 0.04 D097-D070 D097 D070 8 155.79 0.0115 0.003 0.84 0.03 0.04 D098-D090 D098 D090 10 301.60 0.0022 0.091 1.32 0.21 0.25 E001-D010 E001 D010 10 316.10 0.0021 0.000 0.00 0.00 0.00 E001-E003 E001 E003 10 10.42 0.1344 0.039 4.35 0.05 0.06 E002-E001 E002 E001 8 39.33 0.0036 0.015 0.94 0.08 0.12 E003-D037 E003 D037 12 409.94 0.0021 0.379 1.90 0.42 0.42 E005A-E003 E005A E003 12 507.10 0.0041 0.330 2.34 0.32 0.32 E005-E005A E005 E005A 8 17.20 0.0279 0.257 4.51 0.20 0.30 E006-E005 E006 E005 8 286.15 0.0024 0.255 1.82 0.40 0.59 E007-E006 E007 E006 8 286.09 0.0024 0.240 1.80 0.38 0.57 E008-E007 E008 E007 8 283.56 0.0021 0.240 1.70 0.40 0.60 E009-E008 E009 E008 8 17.82 0.0067 0.135 2.25 0.21 0.31 E010-E009 E010 E009 8 168.63 0.0018 0.135 1.39 0.30 0.44 E011-E010 E011 E010 8 15.83 0.0030 0.022 1.00 0.10 0.15 E012-E011 E012 E011 8 317.97 0.0024 0.022 0.93 0.11 0.16 E013-E012 E013 E012 8 309.59 0.0032 0.013 0.88 0.08 0.12 E014-E013 E014 E013 8 202.26 0.0193 0.005 1.19 0.03 0.05 E015-E005A E015 E005A 8 305.23 0.0082 0.068 1.98 0.14 0.21 E016-E015 E016 E015 8 306.48 0.0025 0.061 1.26 0.18 0.27 E017-E016 E017 E016 8 241.83 0.0022 0.052 1.15 0.17 0.25 E018-E017 E018 E017 8 192.34 0.0024 0.012 0.77 0.08 0.12 E019-E018 E019 E018 8 271.24 0.0024 0.010 0.74 0.08 0.11 E020-E019 E020 E019 8 269.46 0.0024 0.009 0.71 0.07 0.11 E021-E020 E021 E020 8 258.84 0.0029 0.007 0.71 0.06 0.09 E022-E021 E022 E021 8 309.40 0.0024 0.003 0.49 0.04 0.06 E023-E021 E023 E021 8 298.27 0.0024 0.003 0.51 0.04 0.06 E024-E023 E024 E023 8 175.78 0.0024 0.001 0.38 0.03 0.04 Appendix 3 - Capacity Analysis - Model Results 46
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Future Peak Dry Weather Flow (PDWF) Scenario E026-D060 E026 D060 8 263.25 0.0024 0.004 0.56 0.05 0.07 E027-E026 E027 E026 8 255.02 0.0024 0.003 0.50 0.04 0.06 E028-E027 E028 E027 8 248.27 0.0024 0.001 0.41 0.03 0.04 E029-D069 E029 D069 8 273.09 0.0023 0.011 0.73 0.08 0.11 E030-E029 E030 E029 8 265.12 0.0028 0.009 0.74 0.07 0.10 E031-E017 E031 E017 8 181.74 0.0037 0.013 0.92 0.08 0.11 E032-E031 E032 E031 8 68.05 0.0035 0.012 0.87 0.07 0.11 E033-E032 E033 E032 8 98.89 0.0023 0.001 0.38 0.03 0.04 E034-E032 E034 E032 8 354.07 0.0024 0.010 0.73 0.08 0.11 E035-E034 E035 E034 8 345.39 0.0024 0.008 0.68 0.06 0.10 E036-E035 E036 E035 8 202.77 0.0024 0.003 0.51 0.04 0.06 E037-E017 E037 E017 8 227.30 0.0023 0.026 0.96 0.12 0.18 E038-E037 E038 E037 8 299.86 0.0024 0.014 0.81 0.09 0.13 E039-E038 E039 E038 8 299.65 0.0024 0.011 0.75 0.08 0.12 E040-E039 E040 E039 8 299.48 0.0021 0.008 0.64 0.07 0.10 E041-E040 E041 E040 8 303.30 0.0027 0.004 0.58 0.05 0.07 E042-E041 E042 E041 8 139.42 0.0025 0.001 0.38 0.03 0.04 E043-E037 E043 E037 8 230.96 0.0076 0.008 1.03 0.05 0.08 E044-E043 E044 E043 8 349.56 0.0024 0.004 0.55 0.05 0.07 E045-E044 E045 E044 8 203.86 0.0024 0.001 0.34 0.02 0.03 E046-E016 E046 E016 8 347.94 0.0024 0.007 0.65 0.06 0.09 E047-E046 E047 E046 8 111.30 0.0023 0.003 0.52 0.04 0.07 E048-E015 E048 E015 8 343.93 0.0102 0.007 1.08 0.04 0.07 E049-E048 E049 E048 8 105.88 0.0025 0.003 0.52 0.04 0.06 E050-E002 E050 E002 8 350.45 0.0034 0.015 0.93 0.08 0.12 E051-E050 E051 E050 8 151.23 0.0040 0.011 0.90 0.07 0.10 E052-E008 E052 E008 8 168.78 0.0010 0.106 1.06 0.30 0.46 E054-E810 E054 E810 8 258.33 0.0020 0.029 0.94 0.13 0.20 E055-E054 E055 E054 8 363.76 0.0024 0.013 0.79 0.08 0.13 E056-E055 E056 E055 8 359.81 0.0024 0.010 0.74 0.07 0.11 E057-E056 E057 E056 8 363.34 0.0024 0.006 0.62 0.06 0.09 E058-E054 E058 E054 8 268.53 0.0020 0.014 0.76 0.09 0.14 E059-E058 E059 E058 8 360.76 0.0020 0.011 0.70 0.08 0.12 E060-E059 E060 E059 8 360.38 0.0020 0.009 0.65 0.07 0.11 E061-E060 E061 E060 8 364.40 0.0020 0.004 0.53 0.05 0.08 E801-E030 E801 E030 8 267.27 0.0020 0.008 0.63 0.07 0.10 E806-E052 E806 E052 8 24.49 0.0010 0.074 0.95 0.25 0.38 E807-E806 E807 E806 8 187.08 0.0008 0.074 0.88 0.27 0.40 E808A-E807 E808A E807 8 358.79 0.0011 0.074 0.98 0.25 0.37 E808-E808A E808 E808A 8 131.23 0.0010 0.074 0.97 0.25 0.37 E809-E808 E809 E808 8 255.48 0.0011 0.060 0.94 0.22 0.33 E810-E809 E810 E809 8 261.87 0.0011 0.033 0.78 0.16 0.24 E811-E810 E811 E810 8 348.96 0.0024 0.004 0.55 0.05 0.07 E812-E811 E812 E811 8 255.53 0.0024 0.002 0.46 0.04 0.06 E833-E058 E833 E058 8 119.97 0.0021 0.001 0.35 0.03 0.04 F002-F001 F002 F001 21 8.05 0.2473 0.020 3.89 0.03 0.02 F003-F002 F003 F002 15 349.22 0.0031 0.020 0.89 0.08 0.07 F004-F003 F004 F003 15 357.41 0.0047 0.005 0.69 0.04 0.03 F005-F004 F005 F004 15 351.22 0.0047 0.005 0.69 0.04 0.03 F006-F800 F006 F800 8 418.39 0.0050 0.022 1.19 0.09 0.14 F007-F006 F007 F006 8 83.80 0.0075 0.022 1.38 0.08 0.12 F008-F007 F008 F007 8 335.84 0.0052 0.012 1.00 0.07 0.10 F009-F008 F009 F008 8 328.78 0.0015 0.005 0.50 0.06 0.09 F011-F001 F011 F001 8 46.69 0.0291 0.012 1.82 0.04 0.07 G001-G001A G001 G001A 8 216.66 0.0027 0.032 1.08 0.13 0.19 G002-G001 G002 G001 8 191.60 0.0020 0.011 0.70 0.08 0.12 Appendix 3 - Capacity Analysis - Model Results 47
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Future Peak Dry Weather Flow (PDWF) Scenario G003-G002 G003 G002 8 164.47 0.0020 0.008 0.64 0.07 0.11 G004-G003 G004 G003 8 281.87 0.0020 0.005 0.55 0.05 0.08 G005-G004 G005 G004 8 298.34 0.0020 0.005 0.55 0.05 0.08 G006-G005 G006 G005 8 169.64 0.0020 0.001 0.38 0.03 0.05 G007-G012 G007 G012 8 134.80 0.0040 0.001 0.46 0.02 0.04 G008-G001 G008 G001 8 106.31 0.0029 0.021 0.97 0.10 0.15 G009-G008 G009 G008 8 321.87 0.0023 0.017 0.84 0.10 0.15 G010-G009 G010 G009 8 245.00 0.0020 0.015 0.78 0.09 0.14 G011-G010 G011 G010 8 261.41 0.0020 0.012 0.71 0.08 0.13 G012-G011 G012 G011 8 88.58 0.0019 0.010 0.66 0.08 0.11 G013-G012 G013 G012 8 327.73 0.0020 0.008 0.65 0.07 0.11 G014-G013 G014 G013 8 328.54 0.0020 0.005 0.56 0.06 0.08 G015-G009 G015 G009 8 196.50 0.0039 0.002 0.54 0.03 0.05 G016-G008 G016 G008 8 33.09 0.0181 0.001 0.72 0.02 0.02 G801-G014 G801 G014 8 121.87 0.0021 0.002 0.41 0.03 0.05 H010-H002 H010 H002 12 11.95 0.1163 0.395 8.09 0.15 0.15 H011-H010 H011 H010 10 298.95 0.0020 0.178 1.54 0.30 0.36 H013-H011 H013 H011 10 285.32 0.0019 0.175 1.51 0.30 0.36 H015-H013 H015 H013 10 288.22 0.0016 0.172 1.40 0.32 0.38 H016-H015 H016 H015 10 342.70 0.0018 0.170 1.47 0.30 0.36 H017-H016 H017 H016 10 189.85 0.0020 0.170 1.51 0.30 0.36 H018-H017 H018 H017 10 163.53 0.0020 0.160 1.51 0.28 0.34 H019A-H018 H019A H018 10 105.19 0.0021 0.150 1.50 0.27 0.33 H019-H019A H019 H019A 10 244.75 0.0020 0.150 1.48 0.27 0.33 H020-H019 H020 H019 10 349.29 0.0020 0.150 1.47 0.28 0.33 H021-H020 H021 H020 10 75.24 0.0021 0.150 1.49 0.27 0.33 H022-H021 H022 H021 10 72.48 0.0017 0.138 1.35 0.28 0.33 H023-H010 H023 H010 8 62.07 0.0169 0.217 3.59 0.21 0.31 H024-H023 H024 H023 8 558.60 0.0163 0.117 2.97 0.15 0.23 H024-H025 H024 H025 10 245.01 0.0018 0.039 0.96 0.14 0.17 H025-H026 H025 H026 10 260.18 0.0012 0.062 0.94 0.20 0.24 H026-H027 H026 H027 10 279.48 0.0012 0.065 0.96 0.21 0.25 H027-H028 H027 H028 10 112.54 0.0013 0.074 1.04 0.21 0.25 H028-H029 H028 H029 10 257.18 0.0017 0.135 1.35 0.27 0.33 H029-H030 H029 H030 10 368.36 0.0012 0.146 1.23 0.31 0.37 H030-H031 H030 H031 10 371.57 0.0012 0.154 1.23 0.32 0.39 H031-I012 H031 I012 10 217.20 0.0018 0.155 1.44 0.29 0.34 H037-H105 H037 H105 10 143.48 0.0012 0.143 1.20 0.31 0.37 H038-H037 H038 H037 8 255.33 0.0020 0.007 0.60 0.06 0.10 H039-H038 H039 H038 8 221.94 0.0023 0.003 0.50 0.04 0.07 H040-H037 H040 H037 10 176.19 0.0013 0.135 1.21 0.29 0.35 H041-H040 H041 H040 10 180.57 0.0011 0.133 1.14 0.30 0.36 H042-H041 H042 H041 10 208.95 0.0013 0.130 1.21 0.29 0.34 H043-H042 H043 H042 10 348.08 0.0012 0.129 1.18 0.29 0.35 H044-H043 H044 H043 8 263.66 0.0024 0.017 0.85 0.09 0.14 H045-H044 H045 H044 8 105.25 0.0025 0.013 0.79 0.08 0.12 H046-H045 H046 H045 8 185.11 0.0024 0.011 0.74 0.08 0.12 H047-H046 H047 H046 8 256.71 0.0024 0.007 0.65 0.06 0.09 H048-H047 H048 H047 8 257.07 0.0024 0.005 0.58 0.05 0.08 H049-H048 H049 H048 8 76.99 0.0025 0.001 0.32 0.02 0.03 H050-H043 H050 H043 10 370.83 0.0012 0.108 1.11 0.27 0.32 H051-H050 H051 H050 10 173.91 0.0012 0.070 0.99 0.21 0.25 H052-H051 H052 H051 8 31.75 0.0025 0.068 1.31 0.19 0.28 H053-H052 H053 H052 8 367.94 0.0049 0.012 0.98 0.07 0.10 H054-H053 H054 H053 8 349.15 0.0024 0.008 0.69 0.07 0.10 H055-H054 H055 H054 8 356.63 0.0024 0.005 0.59 0.05 0.08 Appendix 3 - Capacity Analysis - Model Results 48
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Future Peak Dry Weather Flow (PDWF) Scenario H056-H050 H056 H050 8 120.40 0.0098 0.034 1.73 0.10 0.14 H057-H056 H057 H056 8 111.24 0.0058 0.034 1.43 0.11 0.16 H058-H057 H058 H057 8 202.28 0.0042 0.004 0.65 0.04 0.06 H059-H058 H059 H058 8 156.47 0.0025 0.002 0.46 0.03 0.05 H060-H044 H060 H044 8 295.35 0.0040 0.003 0.61 0.04 0.06 H061-H045 H061 H045 8 102.73 0.0024 0.002 0.44 0.03 0.05 H062-H046 H062 H046 8 154.62 0.0041 0.003 0.59 0.03 0.05 H063-H047 H063 H047 8 140.27 0.0040 0.002 0.57 0.03 0.05 H064-H048 H064 H048 8 139.81 0.0040 0.002 0.57 0.03 0.05 H065-H106 H065 H106 10 180.62 0.0013 0.056 0.95 0.19 0.23 H066-H065 H066 H065 8 250.93 0.0072 0.016 1.22 0.07 0.11 H067-H066 H067 H066 8 348.08 0.0024 0.013 0.79 0.08 0.12 H068A-H068 H068A H068 8 251.25 0.0024 0.003 0.53 0.04 0.07 H068B-H068A H068B H068A 8 465.67 0.0060 0.002 0.66 0.03 0.05 H068-H067 H068 H067 8 312.25 0.0024 0.011 0.75 0.08 0.12 H069-H068 H069 H068 8 389.36 0.0042 0.004 0.68 0.04 0.06 H070-H065 H070 H065 8 71.63 0.0020 0.041 1.03 0.15 0.23 H071-H070 H071 H070 8 244.58 0.0020 0.037 1.01 0.15 0.22 H072-H071 H072 H071 8 327.00 0.0020 0.030 0.95 0.13 0.20 H073-H072 H073 H072 8 259.59 0.0018 0.025 0.87 0.12 0.19 H074-H073 H074 H073 8 251.92 0.0023 0.012 0.76 0.08 0.12 H075-H074 H075 H074 8 179.86 0.0026 0.008 0.71 0.07 0.10 H076-H075 H076 H075 8 270.02 0.0060 0.005 0.80 0.04 0.06 H077-H076 H077 H076 8 140.40 0.0061 0.001 0.50 0.02 0.03 H078-H075 H078 H075 8 281.19 0.0023 0.004 0.53 0.05 0.07 H079-H076 H079 H076 8 143.56 0.0100 0.002 0.78 0.03 0.04 H080-H071 H080 H071 8 224.74 0.0020 0.005 0.54 0.05 0.08 H081-H080 H081 H080 8 260.17 0.0024 0.004 0.54 0.05 0.07 H082-H073 H082 H073 8 329.25 0.0024 0.005 0.58 0.05 0.08 H083-B021 H083 B021 8 54.69 0.0035 0.065 1.44 0.17 0.25 H084-H083 H084 H083 8 227.00 0.0030 0.053 1.29 0.16 0.24 H085-H084 H085 H084 8 193.57 0.0024 0.051 1.19 0.16 0.25 H086-H085 H086 H085 8 21.87 0.0018 0.050 1.06 0.17 0.26 H087-H086 H087 H086 8 208.71 0.0024 0.036 1.06 0.14 0.21 H088-H087 H088 H087 8 122.13 0.0024 0.034 1.05 0.13 0.20 H089-H088 H089 H088 8 107.80 0.0022 0.033 1.01 0.14 0.20 H090-H089 H090 H089 8 77.79 0.0015 0.030 0.86 0.14 0.21 H091-H090 H091 H090 8 27.03 0.0037 0.024 1.10 0.10 0.15 H092-H091 H092 H091 8 203.17 0.0024 0.018 0.86 0.10 0.15 H093-B023 H093 B023 8 400.45 0.0042 0.015 1.01 0.08 0.12 H094-H093 H094 H093 8 399.49 0.0038 0.008 0.81 0.06 0.09 H095-B026A H095 B026A 8 153.64 0.0043 0.003 0.61 0.04 0.05 H096-H095 H096 H095 8 85.04 0.0025 0.003 0.51 0.04 0.06 H097-B003 H097 B003 8 373.62 0.0024 0.011 0.74 0.08 0.12 H098-H097 H098 H097 8 166.59 0.0024 0.003 0.49 0.04 0.06 H099-H097 H099 H097 8 267.45 0.0151 0.005 1.11 0.03 0.05 H100-H099 H100 H099 8 148.76 0.0176 0.001 0.69 0.01 0.02 H101-H074 H101 H074 8 224.48 0.0020 0.002 0.44 0.04 0.06 H102-B001 H102 B001 8 198.54 0.0060 0.002 0.65 0.03 0.05 H103-H099 H103 H099 8 165.05 0.0070 0.003 0.75 0.03 0.05 H105-H024 H105 H024 10 300.94 0.0013 0.146 1.26 0.30 0.36 H106-H052 H106 H052 10 141.56 0.0011 0.056 0.91 0.19 0.23 H107-B005 H107 B005 8 284.80 0.0051 0.003 0.62 0.03 0.05 I001-I018 I001 I018 21 12.41 0.0073 0.895 3.62 0.38 0.22 I002-I001 I002 I001 12 343.56 0.0020 0.043 1.01 0.14 0.14 I003-I002 I003 I002 12 300.48 0.0020 0.043 1.00 0.14 0.14 Appendix 3 - Capacity Analysis - Model Results 49
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Future Peak Dry Weather Flow (PDWF) Scenario I004-I003 I004 I003 12 351.75 0.0029 0.043 1.15 0.13 0.13 I005-I004 I005 I004 12 323.79 0.0020 0.030 0.90 0.12 0.12 I006-I005 I006 I005 12 4.86 0.0021 0.014 0.72 0.08 0.08 I007-I006 I007 I006 12 324.77 0.0020 0.014 0.72 0.08 0.08 I008-I007 I008 I007 12 135.46 0.0018 0.003 0.43 0.04 0.04 I009-I008 I009 I008 12 184.21 0.0021 0.000 0.00 0.00 0.00 I009-I023 I009 I023 12 10.72 0.0028 0.238 1.87 0.30 0.30 I010-I023 I010 I023 21 14.45 0.0021 1.455 2.66 0.67 0.38 I011-I010 I011 I010 10 330.03 0.0037 0.041 1.26 0.12 0.15 I012-I001 I012 I001 15 8.49 -0.0059 0.852 1.07 1.25 1.00 I013-I012 I013 I012 15 343.95 0.0017 0.697 2.07 0.55 0.44 I014-I013 I014 I013 15 351.61 0.0017 0.621 2.00 0.52 0.41 I015-I014 I015 I014 15 69.58 0.0017 0.621 2.01 0.52 0.41 I016A-I016 I016A I016 15 350.07 0.0015 0.606 1.90 0.53 0.42 I016B-I016A I016B I016A 15 68.68 0.0015 0.606 1.87 0.53 0.43 I016-I015 I016 I015 15 278.72 0.0015 0.606 1.90 0.53 0.42 I017A-I017 I017A I017 15 288.74 0.0015 0.500 1.81 0.47 0.38 I017B-I016B I017B I016B 15 248.61 0.0015 0.606 1.89 0.53 0.42 I017-I017B I017 I017B 15 322.02 0.0015 0.606 1.90 0.53 0.42 I019-I018 I019 I018 24 534.85 0.0015 2.463 2.71 0.92 0.46 I020-I019 I020 I019 24 460.59 0.0013 2.463 2.56 0.96 0.48 I021-I006 I021 I006 12 11.22 0.0006 0.000 0.00 0.00 0.00 I021-I020 I021 I020 24 329.35 0.0018 2.448 2.86 0.88 0.44 I022-I021 I022 I021 21 458.96 0.0014 2.221 2.59 0.95 0.54 I023-I022 I023 I022 21 185.80 0.0014 2.191 2.55 0.95 0.54 I024-I023 I024 I023 12 411.81 0.0036 0.497 2.51 0.41 0.41 I025-I004 I025 I004 8 318.34 0.0024 0.013 0.79 0.08 0.13 I026-I025 I026 I025 8 331.20 0.0024 0.007 0.65 0.06 0.09 I027-I026 I027 I026 8 341.53 0.0024 0.005 0.60 0.05 0.08 I028-I027 I028 I027 8 125.19 0.0090 0.003 0.80 0.03 0.05 I029-I005 I029 I005 8 316.51 0.0024 0.016 0.84 0.09 0.14 I030-I029 I030 I029 8 329.03 0.0024 0.012 0.78 0.08 0.12 I031-I030 I031 I030 8 330.33 0.0024 0.007 0.65 0.06 0.09 I032-I031 I032 I031 8 202.53 0.0024 0.003 0.50 0.04 0.06 I033-I007 I033 I007 8 314.33 0.0024 0.011 0.75 0.08 0.12 I034-I033 I034 I033 8 329.41 0.0024 0.011 0.75 0.08 0.12 I035-I034 I035 I034 8 331.58 0.0024 0.007 0.66 0.06 0.10 I036-I035 I036 I035 8 265.34 0.0023 0.004 0.53 0.05 0.07 I037-I009 I037 I009 12 314.91 0.0013 0.236 1.41 0.36 0.36 I038-I037 I038 I037 12 336.29 0.0022 0.234 1.70 0.32 0.32 I039-I038 I039 I038 12 325.20 0.0019 0.232 1.60 0.33 0.33 I040-I039 I040 I039 12 255.16 0.0018 0.230 1.59 0.33 0.33 I041-I040 I041 I040 12 405.24 0.0018 0.228 1.57 0.33 0.33 I042-I041 I042 I041 12 59.91 0.0024 0.228 1.75 0.30 0.30 I043-I042 I043 I042 12 273.24 0.0024 0.180 1.63 0.27 0.27 I044-I043 I044 I043 12 317.06 0.0012 0.178 1.25 0.32 0.32 I045-I009 I045 I009 12 300.87 0.0021 0.002 0.43 0.04 0.04 I046-I045 I046 I045 12 309.89 0.0021 0.002 0.43 0.04 0.04 I047-I046 I047 I046 12 326.42 0.0020 0.002 0.42 0.04 0.04 I048-I047 I048 I047 12 273.76 0.0024 0.002 0.45 0.03 0.03 I049-I048 I049 I048 12 411.14 0.0016 0.002 0.39 0.04 0.04 I050-I049 I050 I049 12 342.23 0.0020 0.002 0.42 0.04 0.04 I051-I050 I051 I050 12 329.16 0.0019 0.002 0.42 0.04 0.04 I052-I042 I052 I042 8 89.58 0.0036 0.049 1.34 0.15 0.22 I053-I052 I053 I052 8 157.22 0.0024 0.049 1.16 0.16 0.24 I054-I053 I054 I053 8 365.30 0.0024 0.008 0.69 0.07 0.10 Appendix 3 - Capacity Analysis - Model Results 50
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Future Peak Dry Weather Flow (PDWF) Scenario I055-I054 I055 I054 8 197.30 0.0024 0.005 0.60 0.05 0.08 I056-I055 I056 I055 8 157.27 0.0024 0.003 0.48 0.04 0.06 I057-I056 I057 I056 8 121.50 0.0040 0.003 0.58 0.03 0.05 I058-I053 I058 I053 8 143.04 0.0024 0.035 1.06 0.14 0.20 I059-I058 I059 I058 8 206.48 0.0025 0.031 1.03 0.13 0.19 I060-I059 I060 I059 8 40.25 0.0025 0.029 1.02 0.12 0.19 I061-I060 I061 I060 8 112.20 0.0023 0.028 0.98 0.12 0.18 I062-I061 I062 I061 8 42.83 0.0210 0.028 2.11 0.07 0.11 I063-I062 I063 I062 8 124.59 0.0023 0.026 0.96 0.12 0.18 I064-I063 I064 I063 8 28.31 0.0035 0.026 1.11 0.11 0.16 I065-I064 I065 I064 8 110.72 0.0024 0.023 0.94 0.11 0.16 I066-I065 I066 I065 8 239.17 0.0024 0.019 0.88 0.10 0.15 I067-I066 I067 I066 8 200.61 0.0024 0.010 0.74 0.07 0.11 I068-I067 I068 I067 8 287.48 0.0039 0.004 0.63 0.04 0.06 I069-I054 I069 I054 8 149.46 0.0040 0.003 0.62 0.04 0.06 I070-I055 I070 I055 8 106.00 0.0040 0.003 0.57 0.03 0.05 I071-I058 I071 I058 8 16.37 0.0024 0.002 0.41 0.03 0.05 I072-I059 I072 I059 8 75.20 0.0024 0.001 0.40 0.03 0.04 I073-I066 I073 I066 8 185.87 0.0040 0.005 0.72 0.05 0.07 I074-I073 I074 I073 8 62.76 0.0024 0.003 0.53 0.04 0.07 I075-I073 I075 I073 8 69.34 0.0025 0.002 0.45 0.03 0.05 I076-I067 I076 I067 8 142.84 0.0037 0.003 0.62 0.04 0.06 I077-I076 I077 I076 8 66.32 0.0047 0.003 0.67 0.04 0.06 I078-I104 I078 I104 8 190.95 0.0036 0.124 1.76 0.23 0.35 I079-I078 I079 I078 8 241.08 0.0036 0.124 1.76 0.23 0.35 I080-I079 I080 I079 8 306.02 0.0115 0.018 1.51 0.07 0.10 I081-I080 I081 I080 8 304.94 0.0031 0.014 0.88 0.08 0.12 I082-I081 I082 I081 8 349.48 0.0037 0.011 0.86 0.07 0.10 I083-I082 I083 I082 8 197.65 0.0084 0.006 0.99 0.04 0.07 I084-I011 I084 I011 8 315.30 0.0036 0.011 0.86 0.07 0.11 I085-I084 I085 I084 8 330.76 0.0036 0.007 0.76 0.06 0.09 I086-I085 I086 I085 8 256.16 0.0036 0.004 0.62 0.04 0.06 I087-I013 I087 I013 8 45.32 0.0040 0.046 1.37 0.14 0.21 I088-I087 I088 I087 8 60.16 0.0815 0.046 3.97 0.07 0.10 I089-I088 I089 I088 8 191.60 0.0041 0.046 1.39 0.14 0.21 I090-I089 I090 I089 8 288.00 0.0048 0.010 0.92 0.06 0.09 I091-I089 I091 I089 8 222.07 0.0058 0.023 1.27 0.09 0.13 I092-I015 I092 I015 8 166.50 0.0171 0.015 1.62 0.06 0.08 I093-I092 I093 I092 8 229.14 0.0040 0.009 0.85 0.06 0.09 I094-I093 I094 I093 8 228.00 0.0040 0.007 0.79 0.06 0.08 I095-I092 I095 I092 8 360.95 0.0040 0.003 0.60 0.04 0.06 I096-I094 I096 I094 8 296.98 0.0060 0.002 0.61 0.03 0.04 I096-I095 I096 I095 8 333.17 0.0061 0.002 0.61 0.03 0.04 I098-I043 I098 I043 8 119.75 0.0023 0.002 0.43 0.03 0.05 I099-I034 I099 I034 8 120.83 0.0118 0.000 0.00 0.00 0.00 I102-I103 I102 I103 18 350.40 0.0015 1.283 2.30 0.74 0.49 I103-I104 I103 I104 18 325.41 0.0015 1.283 2.28 0.74 0.49 I104-I105 I104 I105 18 425.90 0.0020 1.408 2.60 0.72 0.48 I105-I106 I105 I106 18 234.72 0.0020 1.409 2.59 0.72 0.48 I106-I107 I106 I107 18 322.16 0.0021 1.409 2.65 0.71 0.47 I107-I108 I107 I108 18 337.56 0.0020 1.410 2.61 0.72 0.48 I108-I010 I108 I010 18 308.66 0.0020 1.412 2.62 0.72 0.48 J001-I011 J001 I011 10 303.57 0.0036 0.030 1.14 0.11 0.13 J002-J001 J002 J001 10 98.40 0.0037 0.015 0.92 0.08 0.09 J003-J002 J003 J002 10 258.16 0.0036 0.015 0.91 0.08 0.09 J004-J003 J004 J003 10 320.21 0.0036 0.000 0.00 0.00 0.00 Appendix 3 - Capacity Analysis - Model Results 51
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Future Peak Dry Weather Flow (PDWF) Scenario J004-J015 J004 J015 12 6.48 0.0031 0.312 2.08 0.34 0.34 J005-J004 J005 J004 10 264.92 0.0030 0.259 1.98 0.33 0.40 J006-J005 J006 J005 10 45.47 0.0026 0.256 1.89 0.34 0.41 J007-J006 J007 J006 10 168.40 0.0050 0.254 2.37 0.29 0.34 J008-J007 J008 J007 10 203.96 0.0024 0.254 1.82 0.35 0.42 J009-J008 J009 J008 10 329.72 0.0025 0.239 1.82 0.33 0.40 J010A-J010 J010A J010 8 265.27 0.0100 0.004 0.90 0.03 0.05 J010B-J010A J010B J010A 8 247.90 0.0042 0.003 0.59 0.03 0.05 J010-J009 J010 J009 10 201.30 0.0023 0.239 1.77 0.34 0.41 J011-J010 J011 J010 10 148.25 0.0025 0.234 1.81 0.33 0.40 J012-J011 J012 J011 10 350.80 0.0025 0.234 1.79 0.33 0.40 J013-I024 J013 I024 12 329.16 0.0037 0.497 2.53 0.41 0.41 J013-J002 J013 J002 8 8.36 0.0551 0.000 0.00 0.00 0.00
J014-J013 J014 J013 12 249.33 0.0035 0.315 2.19 0.33 0.33 J015-J014 J015 J014 12 327.85 0.0035 0.315 2.19 0.33 0.33 J016-K002 J016 K002 8 52.58 0.0171 0.004 1.12 0.03 0.05 J017-J016 J017 J016 8 149.18 0.0056 0.003 0.70 0.04 0.05 J018-J017 J018 J017 8 72.17 0.0058 0.003 0.67 0.03 0.05 J019-J018 J019 J018 8 288.63 0.0032 0.002 0.51 0.03 0.05 J020-J001 J020 J001 8 319.06 0.0055 0.016 1.11 0.07 0.11 J021-J020 J021 J020 8 328.97 0.0056 0.014 1.08 0.07 0.11 J022-J021 J022 J021 8 241.41 0.0057 0.011 1.02 0.06 0.10 J023-J003 J023 J003 8 321.77 0.0025 0.011 0.75 0.08 0.11 J024-J023 J024 J023 8 153.56 0.0015 0.007 0.56 0.07 0.11 J025-J024 J025 J024 8 172.31 0.0085 0.006 0.96 0.04 0.06 J026-J023 J026 J023 8 160.02 0.0041 0.002 0.53 0.03 0.04 J027-J004 J027 J004 8 15.20 0.0053 0.044 1.49 0.13 0.19 J028A-J004 J028A J004 8 337.47 0.0142 0.005 1.11 0.04 0.05 J028-J027 J028 J027 8 309.10 0.0040 0.044 1.36 0.13 0.20 J029-J028 J029 J028 8 161.23 0.0030 0.042 1.20 0.14 0.21 J030-J029 J030 J029 8 232.61 0.0024 0.038 1.08 0.14 0.21 J031-J030 J031 J030 8 261.61 0.0020 0.027 0.92 0.12 0.19 J032-J031 J032 J031 8 332.51 0.0024 0.027 0.98 0.12 0.18 J033-J032 J033 J032 8 355.38 0.0024 0.024 0.94 0.11 0.17 J034-J033 J034 J033 8 362.99 0.0024 0.017 0.86 0.10 0.14 J035-J034 J035 J034 8 49.63 0.0202 0.015 1.72 0.05 0.08 J036-J035 J036 J035 8 352.08 0.0030 0.015 0.88 0.08 0.13 J037-J036 J037 J036 8 307.32 0.0024 0.010 0.73 0.07 0.11 J038-J037 J038 J037 8 153.47 0.0030 0.007 0.72 0.06 0.09 J039-J030 J039 J030 8 187.47 0.0025 0.011 0.76 0.08 0.12 J040-J039 J040 J039 8 250.60 0.0024 0.010 0.73 0.08 0.11 J041-J040 J041 J040 8 257.35 0.0024 0.008 0.67 0.07 0.10 J042-I079 J042 I079 8 302.12 0.0036 0.104 1.68 0.21 0.32 J043-J042 J043 J042 8 106.17 0.0036 0.093 1.62 0.20 0.30 J044-J043 J044 J043 8 246.14 0.0037 0.088 1.60 0.19 0.29 J045-J044 J045 J044 8 331.64 0.0036 0.062 1.44 0.16 0.25 J046-J045 J046 J045 8 101.06 0.0036 0.055 1.39 0.15 0.23 J047-J046 J047 J046 8 245.47 0.0024 0.016 0.85 0.09 0.14 J048-J047 J048 J047 8 257.53 0.0024 0.010 0.73 0.08 0.11 J049-J048 J049 J048 8 350.19 0.0024 0.010 0.74 0.08 0.11 J050-J049 J050 J049 8 200.23 0.0024 0.005 0.58 0.05 0.08 J051-J044 J051 J044 8 302.97 0.0024 0.020 0.89 0.10 0.16 J052-J051 J052 J051 8 301.14 0.0024 0.015 0.82 0.09 0.13 J053-J052 J053 J052 8 353.90 0.0021 0.008 0.65 0.07 0.10 J054-J053 J054 J053 8 199.03 0.0024 0.005 0.59 0.05 0.08 J055-J052 J055 J052 8 155.51 0.0023 0.002 0.47 0.04 0.06 Appendix 3 - Capacity Analysis - Model Results 52
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Future Peak Dry Weather Flow (PDWF) Scenario J056-J044 J056 J044 8 386.06 0.0045 0.006 0.78 0.05 0.07 J057-J056 J057 J056 8 318.68 0.0027 0.002 0.47 0.03 0.05 J058-J057 J058 J057 8 224.51 0.0057 0.001 0.46 0.02 0.03 J059-J057 J059 J057 8 248.31 0.0037 0.001 0.36 0.02 0.03 J060-J042 J060 J042 8 300.82 0.0024 0.011 0.75 0.08 0.12 J061-J060 J061 J060 8 305.54 0.0023 0.007 0.65 0.06 0.10 J062-J061 J062 J061 8 350.99 0.0025 0.005 0.61 0.05 0.08 J063-J062 J063 J062 8 172.55 0.0024 0.003 0.48 0.04 0.06 J064-J043 J064 J043 8 302.05 0.0024 0.005 0.58 0.05 0.08 J065-J064 J065 J064 8 306.90 0.0023 0.004 0.54 0.05 0.07 J066-J065 J066 J065 8 347.83 0.0025 0.003 0.51 0.04 0.06 J067-J066 J067 J066 8 218.34 0.0023 0.001 0.35 0.03 0.04 J068-J046 J068 J046 8 330.39 0.0038 0.036 1.26 0.12 0.19 J069-J068 J069 J068 8 323.71 0.0034 0.019 1.00 0.09 0.14 J070-J069 J070 J069 8 249.20 0.0026 0.017 0.87 0.09 0.14 J071-J070 J071 J070 8 253.87 0.0030 0.015 0.89 0.08 0.13 J072-J071 J072 J071 8 351.21 0.0060 0.006 0.84 0.05 0.07 J073-J072 J073 J072 8 100.47 0.0060 0.003 0.70 0.03 0.05 J074-J068 J074 J068 8 251.93 0.0052 0.018 1.13 0.08 0.12 J075-J074 J075 J074 8 255.17 0.0048 0.013 1.01 0.07 0.11 J076-J075 J076 J075 8 349.80 0.0048 0.010 0.93 0.06 0.09 J077-J076 J077 J076 8 198.72 0.0048 0.005 0.75 0.04 0.07 J078-K033 J078 K033 8 324.22 0.0020 0.012 0.72 0.08 0.12 J079-J078 J079 J078 8 326.03 0.0020 0.010 0.68 0.08 0.11 J080-J079 J080 J079 8 296.41 0.0020 0.006 0.59 0.06 0.09 J081-J052 J081 J052 8 157.65 0.0024 0.003 0.48 0.04 0.06 J082-J080 J082 J080 8 26.47 0.0053 0.003 0.65 0.03 0.05 K001-J012 K001 J012 10 339.69 0.0029 0.231 1.90 0.31 0.38 K002-K001 K002 K001 8 65.28 0.0075 0.111 2.22 0.18 0.27 K003-K002 K003 K002 8 25.30 0.0079 0.106 2.23 0.18 0.26 K004-K003 K004 K003 8 313.97 0.0140 0.040 2.04 0.09 0.14 K005-K004 K005 K004 8 319.73 0.0040 0.035 1.27 0.12 0.18 K006-K003 K006 K003 8 214.91 0.0032 0.067 1.41 0.18 0.26 K007A-K007 K007A K007 8 406.37 0.0039 0.055 1.44 0.15 0.23 K007-K006 K007 K006 8 208.69 0.0032 0.067 1.41 0.18 0.26 K008-K007 K008 K007 8 263.04 0.0032 0.006 0.71 0.06 0.08 K009-K008 K009 K008 8 285.58 0.0032 0.004 0.61 0.04 0.07 K010-E010 K010 E010 8 133.52 0.0027 0.113 1.54 0.24 0.36 K011-K010 K011 K010 8 308.30 0.0024 0.109 1.47 0.24 0.37 K012-K011 K012 K011 8 202.46 0.0024 0.092 1.40 0.22 0.33 K013-K012 K013 K012 8 20.61 0.0029 0.091 1.49 0.21 0.32 K014-K013 K014 K013 8 140.37 0.0024 0.058 1.21 0.18 0.26 K015-K014 K015 K014 8 133.12 0.0025 0.057 1.23 0.17 0.26 K016-K015 K016 K015 8 128.02 0.0024 0.053 1.20 0.17 0.25 K017-K016 K017 K016 8 301.15 0.0024 0.053 1.19 0.17 0.25 K018-K017 K018 K017 8 298.64 0.0024 0.038 1.09 0.14 0.21 K019-K018 K019 K018 8 278.75 0.0181 0.021 1.86 0.07 0.10 K020-K013 K020 K013 8 359.70 0.0034 0.032 1.17 0.12 0.18 K021-K020 K021 K020 8 358.42 0.0034 0.023 1.06 0.10 0.15 K022-K021 K022 K021 8 361.29 0.0100 0.013 1.29 0.06 0.09 K023-K024 K023 K024 8 288.48 0.0032 0.007 0.71 0.06 0.09 K024-K025 K024 K025 8 282.86 0.0032 0.010 0.81 0.07 0.10 K025-K011 K025 K011 8 290.40 0.0032 0.014 0.88 0.08 0.12 K026-K025 K026 K025 8 201.10 0.0032 0.001 0.38 0.02 0.03 K027-K024 K027 K024 8 197.24 0.0033 0.002 0.47 0.03 0.04 K028-K023 K028 K023 8 201.74 0.0032 0.002 0.48 0.03 0.05 Appendix 3 - Capacity Analysis - Model Results 53
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Future Peak Dry Weather Flow (PDWF) Scenario K029-E012 K029 E012 8 287.92 0.0031 0.007 0.72 0.06 0.09 K030-E001 K030 E001 8 191.67 0.0020 0.025 0.89 0.12 0.18 K031-K030 K031 K030 8 195.96 0.0036 0.022 1.06 0.10 0.15 K032-K031 K032 K031 8 153.65 0.0046 0.022 1.16 0.09 0.14 K033-K032 K033 K032 8 349.69 0.0006 0.013 0.48 0.12 0.18 K034-K813 K034 K813 8 316.89 0.0027 0.023 0.97 0.11 0.16 K035-K034 K035 K034 8 284.42 0.0043 0.023 1.15 0.10 0.14 K036-K035 K036 K035 8 282.79 0.0041 0.023 1.13 0.10 0.15 K039-J038 K039 J038 8 69.67 0.0040 0.007 0.80 0.06 0.09 K040-K039 K040 K039 8 253.98 0.0045 0.006 0.77 0.05 0.07 K812-L032 K812 L032 8 318.40 0.0038 0.023 1.10 0.10 0.15 K813-K812 K813 K812 8 339.95 0.0052 0.023 1.22 0.09 0.14 L001A-L001 L001A L001 8 128.50 0.0086 0.001 0.62 0.02 0.03 L001-L002 L001 L002 8 252.90 0.0055 0.024 1.26 0.09 0.14 L002-L003 L002 L003 8 177.56 0.0094 0.024 1.52 0.08 0.12 L003-K806 L003 K806 8 129.94 0.0031 0.034 1.14 0.13 0.19 L010-L032 L010 L032 8 299.86 0.0018 0.014 0.72 0.09 0.14 L011-L010 L011 L010 8 104.63 0.0030 0.014 0.86 0.08 0.12 L012-L011 L012 L011 8 94.44 0.0037 0.009 0.83 0.06 0.10 L013-F011 L013 F011 8 206.45 0.0032 0.005 0.64 0.05 0.07 L014-K023 L014 K023 8 305.05 0.0096 0.003 0.82 0.03 0.05 L015-L014 L015 L014 8 201.37 0.0032 0.001 0.44 0.03 0.04 L016-L001 L016 L001 8 453.04 0.0070 0.013 1.15 0.07 0.10 L017-L003 L017 L003 8 140.50 0.0040 0.010 0.87 0.07 0.10 L018-L017 L018 L017 8 156.46 0.0041 0.010 0.87 0.06 0.10 L019-L018 L019 L018 8 163.83 0.0075 0.010 1.08 0.06 0.08 L020-L803 L020 L803 8 211.78 0.0024 0.073 1.31 0.20 0.29 L021-L020 L021 L020 8 211.19 0.0023 0.007 0.64 0.06 0.09 L022-L021 L022 L021 8 64.73 0.0029 0.002 0.50 0.04 0.05 L023-L020 L023 L020 8 338.77 0.0024 0.060 1.24 0.18 0.27 L024-L023 L024 L023 8 207.76 0.0024 0.049 1.16 0.16 0.24 L025-L024 L025 L024 8 67.35 0.0336 0.046 2.90 0.08 0.12 L026-L025 L026 L025 8 110.72 0.0098 0.046 1.88 0.11 0.17 L027-L026 L027 L026 8 289.85 0.0383 0.011 1.99 0.04 0.06 L028-L027 L028 L027 8 90.64 0.0097 0.011 1.23 0.06 0.08 L029-L026 L029 L026 8 326.23 0.0022 0.019 0.86 0.10 0.16 L030-L029 L030 L029 8 346.29 0.0040 0.016 1.01 0.08 0.13 L031A-L031 L031A L031 8 321.18 0.0034 0.006 0.69 0.05 0.08 L031B-L031A L031B L031A 8 232.58 0.0047 0.002 0.60 0.03 0.05 L031-L023 L031 L023 8 28.42 0.0795 0.011 2.56 0.03 0.05 L032-L032A L032 L032A 8 48.96 0.1007 0.037 3.98 0.06 0.08 L803-L007 L803 L007 8 196.58 0.0124 0.078 2.39 0.13 0.20 L804-L803 L804 L803 8 118.93 0.0119 0.005 1.01 0.04 0.05 L805-L804 L805 L804 8 322.07 0.0020 0.005 0.54 0.05 0.08 L806-L805 L806 L805 8 318.88 0.0020 0.002 0.43 0.04 0.06 M001-H023 M001 H023 8 79.52 0.0021 0.100 1.37 0.24 0.36 M002-M001 M002 M001 8 250.41 0.0024 0.098 1.42 0.23 0.35 M003-M002 M003 M002 8 297.92 0.0024 0.092 1.39 0.22 0.34 M004-M003 M004 M003 8 103.43 0.0044 0.090 1.72 0.19 0.28 M005-M004 M005 M004 8 230.63 0.0023 0.083 1.35 0.21 0.32 M006-M005 M006 M005 8 359.65 0.0103 0.019 1.47 0.07 0.11 M007-M006 M007 M006 8 91.46 0.0040 0.014 0.97 0.08 0.12 M008-M007 M008 M007 8 59.49 0.0414 0.004 1.51 0.03 0.04 M009-M007 M009 M007 8 162.34 0.0029 0.010 0.78 0.07 0.11 M010-M009 M010 M009 8 213.81 0.0023 0.008 0.67 0.07 0.10 M011-M010 M011 M010 8 328.18 0.0024 0.005 0.60 0.06 0.08 Appendix 3 - Capacity Analysis - Model Results 54
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Future Peak Dry Weather Flow (PDWF) Scenario M012-M011 M012 M011 8 120.73 0.0051 0.005 0.78 0.05 0.07 M013-M004 M013 M004 8 249.71 0.0305 0.004 1.39 0.03 0.04 M014-M013 M014 M013 8 78.79 0.0039 0.001 0.47 0.03 0.04 M015-M008 M015 M008 8 98.83 0.0065 0.004 0.79 0.04 0.06 M016-M005 M016 M005 8 66.98 0.0023 0.063 1.24 0.18 0.28 M017-M016 M017 M016 8 65.41 0.0023 0.062 1.23 0.18 0.27 M018-M017 M018 M017 8 238.51 0.0020 0.026 0.92 0.12 0.19 M019-M018 M019 M018 8 114.29 0.0024 0.004 0.55 0.05 0.07 M020-M019 M020 M019 8 29.32 0.1214 0.004 2.18 0.02 0.03 M021-M020 M021 M020 8 147.14 0.0040 0.004 0.67 0.04 0.06 M022-M017 M022 M017 8 216.73 0.0023 0.029 0.99 0.13 0.19 M023-M022 M023 M022 8 197.36 0.0024 0.026 0.97 0.12 0.18 M024-M023 M024 M023 8 242.75 0.0021 0.020 0.86 0.11 0.16 M025-M024 M025 M024 8 88.29 0.0399 0.002 1.22 0.02 0.03 M026-M024 M026 M024 8 85.67 0.0369 0.002 1.14 0.02 0.03 M027-M024 M027 M024 8 177.64 0.0025 0.016 0.85 0.09 0.14 M028-M027 M028 M027 8 80.26 0.0021 0.016 0.80 0.10 0.14 M029-M028 M029 M028 8 37.28 0.0026 0.015 0.83 0.09 0.13 M030-M029 M030 M029 8 229.79 0.0024 0.007 0.66 0.06 0.09 M031-M030 M031 M030 8 209.57 0.0024 0.005 0.59 0.05 0.08 M032-M031 M032 M031 8 210.07 0.0024 0.003 0.50 0.04 0.06 M033-M028 M033 M028 8 80.18 0.0160 0.001 0.76 0.02 0.03 M034-M029 M034 M029 8 156.56 0.0040 0.004 0.68 0.04 0.07 M035-M034 M035 M034 8 98.20 0.0040 0.004 0.68 0.04 0.07 M036-M018 M036 M018 8 347.08 0.0024 0.016 0.84 0.09 0.14 M037-M036 M037 M036 8 127.11 0.0290 0.002 1.12 0.02 0.03 M038-M036 M038 M036 8 207.42 0.0024 0.010 0.74 0.08 0.11 M039-M038 M039 M038 8 225.51 0.0024 0.008 0.68 0.07 0.10 M040-M039 M040 M039 8 152.47 0.0040 0.006 0.74 0.05 0.08 M041-M040 M041 M040 8 125.91 0.0041 0.002 0.57 0.03 0.05 M042-M040 M042 M040 8 109.35 0.0039 0.002 0.51 0.03 0.04 M043-H028 M043 H028 8 304.74 0.0013 0.051 0.95 0.19 0.29 M044-M043 M044 M043 8 150.92 0.0020 0.016 0.78 0.10 0.15 M045-M044 M045 M044 8 32.88 0.0046 0.006 0.78 0.05 0.07 M046-M045 M046 M045 8 113.39 0.0053 0.006 0.82 0.05 0.07 M047-M046 M047 M046 8 111.85 0.0060 0.002 0.60 0.03 0.04 M048-M044 M048 M044 8 141.92 0.0044 0.010 0.90 0.06 0.10 M049-M048 M049 M048 8 68.54 0.0146 0.001 0.71 0.02 0.03 M050-M048 M050 M048 8 264.07 0.0039 0.004 0.65 0.04 0.06 M051-M050 M051 M050 8 91.85 0.0039 0.002 0.52 0.03 0.04 M052-M050 M052 M050 8 97.89 0.0039 0.002 0.53 0.03 0.05 M053-M043 M053 M043 8 162.96 0.0020 0.036 1.00 0.14 0.21 M054-M053 M054 M053 8 200.63 0.0020 0.031 0.95 0.13 0.20 M055-M054 M055 M054 8 175.18 0.0021 0.026 0.92 0.12 0.18 M056-M055 M056 M055 8 124.49 0.0024 0.016 0.83 0.09 0.14 M057-M056 M057 M056 8 130.65 0.0015 0.016 0.71 0.10 0.15 M058-M057 M058 M057 8 265.40 0.0025 0.016 0.84 0.09 0.14 M059-M058 M059 M058 8 172.11 0.0024 0.009 0.71 0.07 0.11 M060-M055 M060 M055 8 112.44 0.0023 0.010 0.72 0.08 0.11 M061-M060 M061 M060 8 112.82 0.0024 0.002 0.47 0.04 0.06 M062-M060 M062 M060 8 166.87 0.0023 0.006 0.62 0.06 0.09 M063-M062 M063 M062 8 50.55 0.0025 0.006 0.63 0.06 0.09 M064-M063 M064 M063 8 41.82 0.0025 0.006 0.63 0.06 0.09 M065-M064 M065 M064 8 58.79 0.0023 0.006 0.62 0.06 0.09 M066A-N092 M066A N092 8 105.50 0.0845 0.008 2.38 0.03 0.04 M066-M066A M066 M066A 8 18.46 0.0157 0.008 1.32 0.04 0.06 Appendix 3 - Capacity Analysis - Model Results 55
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Future Peak Dry Weather Flow (PDWF) Scenario M067-M066 M067 M066 8 351.06 0.0086 0.008 1.07 0.05 0.07 M068-N094 M068 N094 8 131.56 0.0017 0.059 1.08 0.19 0.29 M069-M068 M069 M068 8 68.75 0.0019 0.056 1.11 0.18 0.27 M070-M069 M070 M069 8 136.67 0.0020 0.049 1.09 0.17 0.25 M071-M070 M071 M070 8 141.35 0.0016 0.043 0.98 0.17 0.25 M072-M071 M072 M071 8 54.01 0.0020 0.043 1.06 0.16 0.23 M073-M072 M073 M072 8 44.37 0.0018 0.026 0.88 0.13 0.19 M074-M073 M074 M073 8 75.91 0.0018 0.018 0.79 0.10 0.16 M075-M074 M075 M074 8 149.71 0.0021 0.018 0.83 0.10 0.15 M076-M075 M076 M075 8 24.44 0.0021 0.013 0.75 0.09 0.13 M077-M076 M077 M076 8 178.24 0.0022 0.009 0.69 0.07 0.11 M078-M077 M078 M077 8 15.22 0.0046 0.002 0.59 0.03 0.05 M079-M078 M079 M078 8 103.98 0.0020 0.002 0.44 0.04 0.06 M080-M068 M080 M068 8 175.94 0.0205 0.003 1.06 0.03 0.04 M081-M070 M081 M070 8 39.12 0.0041 0.006 0.76 0.05 0.08 M082-M081 M082 M081 8 219.67 0.0040 0.003 0.58 0.03 0.05 M083-M082 M083 M082 8 122.25 0.0039 0.003 0.57 0.03 0.05 M084-M069 M084 M069 8 219.48 0.0041 0.007 0.80 0.06 0.08 M085-M084 M085 M084 8 325.40 0.0039 0.002 0.53 0.03 0.05 M086-M072 M086 M072 8 173.38 0.0040 0.017 1.02 0.08 0.13 M087-M086 M087 M086 8 279.92 0.0040 0.009 0.83 0.06 0.09 M088-M073 M088 M073 8 176.10 0.0040 0.003 0.57 0.03 0.05 M089-M075 M089 M075 8 132.74 0.0041 0.005 0.70 0.05 0.07 M090-M089 M090 M089 8 103.46 0.0041 0.003 0.59 0.04 0.05 M091-M089 M091 M089 8 85.87 0.0040 0.001 0.42 0.02 0.03 M092-M077 M092 M077 8 212.79 0.0024 0.007 0.65 0.06 0.09 M093-M092 M093 M092 8 169.76 0.0180 0.004 1.12 0.03 0.05 M094-M093 M094 M093 8 264.84 0.0024 0.003 0.48 0.04 0.06 M095-N013 M095 N013 8 392.43 0.0060 0.011 1.03 0.06 0.09 N002-N001 N002 N001 8 7.60 1.1124 0.014 6.80 0.02 0.03
N003-N002 N003 N002 8 140.56 0.0047 0.010 0.93 0.06 0.10 N004-N003 N004 N003 8 352.94 0.0040 0.010 0.87 0.07 0.10 N008-N002 N008 N002 8 187.28 0.0040 0.004 0.64 0.04 0.06 N009-N010 N009 N010 8 397.32 0.0087 0.001 0.53 0.02 0.03 N010-N006 N010 N006 8 6.12 0.9820 0.006 5.17 0.01 0.02
N011-N012 N011 N012 8 146.81 0.0070 0.002 0.61 0.02 0.04 N012-N007 N012 N007 8 10.94 0.0923 0.016 3.01 0.04 0.06 N013-N012 N013 N012 8 89.48 0.0192 0.014 1.69 0.05 0.08 N014-N013 N014 N013 8 82.82 0.0069 0.004 0.77 0.04 0.05 N015-N014 N015 N014 8 121.18 0.0120 0.002 0.76 0.02 0.03 N017-N018 N017 N018 8 142.82 0.0039 0.001 0.45 0.02 0.04 N018-N092 N018 N092 8 56.41 0.0452 0.014 2.25 0.04 0.07 N019-N018 N019 N018 8 177.21 0.0032 0.007 0.72 0.06 0.09 N020-N019 N020 N019 8 360.42 0.0033 0.007 0.72 0.06 0.09 N021-N018 N021 N018 8 138.34 0.0099 0.006 1.03 0.04 0.06 N022-N021 N022 N021 8 348.23 0.0032 0.006 0.68 0.05 0.08 N023-N022 N023 N022 8 302.26 0.0033 0.003 0.58 0.04 0.06 N024-I021 N024 I021 12 151.95 0.0026 0.228 1.79 0.30 0.30 N025-N024 N025 N024 15 102.82 0.0009 0.217 1.17 0.35 0.28 N026-N025 N026 N025 15 129.78 0.0008 0.214 1.12 0.36 0.29 N027-N026 N027 N026 15 20.16 0.0010 0.213 1.22 0.34 0.27 N028-N027 N028 N027 15 115.95 0.0008 0.212 1.12 0.36 0.29 N029-N028 N029 N028 15 28.33 0.0011 0.210 1.25 0.33 0.27 N030-N029 N030 N029 15 133.58 0.0008 0.209 1.14 0.35 0.28 N031-N030 N031 N030 15 95.83 0.0009 0.208 1.19 0.34 0.27 N032-N095 N032 N095 12 130.65 0.0012 0.200 1.32 0.34 0.34 Appendix 3 - Capacity Analysis - Model Results 56
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Future Peak Dry Weather Flow (PDWF) Scenario N033-N032 N033 N032 12 325.24 0.0012 0.194 1.30 0.34 0.34 N034-N033 N034 N033 12 295.68 0.0012 0.167 1.25 0.31 0.31 N035-N034 N035 N034 12 296.87 0.0012 0.161 1.22 0.31 0.31 N036-N035 N036 N035 12 291.04 0.0015 0.137 1.27 0.27 0.27 N037-N036 N037 N036 12 295.39 0.0014 0.117 1.17 0.25 0.25 N038-N037 N038 N037 12 328.67 0.0011 0.098 1.02 0.24 0.24 N039-N038 N039 N038 8 351.12 0.0021 0.019 0.85 0.10 0.16 N040-N039 N040 N039 8 350.04 0.0027 0.016 0.87 0.09 0.14 N041-N040 N041 N040 8 350.40 0.0024 0.011 0.75 0.08 0.12 N042-N041 N042 N041 8 351.89 0.0024 0.006 0.64 0.06 0.09 N043-N042 N043 N042 8 155.63 0.0040 0.002 0.56 0.03 0.05 N044-N024 N044 N024 8 188.69 0.0038 0.010 0.84 0.07 0.10 N045-N044 N045 N044 8 120.12 0.0036 0.008 0.78 0.06 0.09 N046-N045 N046 N045 8 33.87 0.0033 0.006 0.71 0.06 0.08 N047-N046 N047 N046 8 113.01 0.0037 0.005 0.70 0.05 0.07 N048-N047 N048 N047 8 16.67 0.0036 0.004 0.63 0.04 0.06 N049-N048 N049 N048 8 144.14 0.0040 0.003 0.59 0.04 0.05 N050-N049 N050 N049 8 171.77 0.0038 0.001 0.35 0.02 0.02 N051-N025 N051 N025 8 83.97 0.0811 0.002 1.43 0.01 0.02 N052-N026 N052 N026 8 98.61 0.0484 0.002 1.17 0.02 0.02 N053-N027 N053 N027 8 85.84 0.0417 0.001 0.97 0.01 0.02 N054-N028 N054 N028 8 97.27 0.0358 0.002 1.07 0.02 0.02 N055-N029 N055 N029 8 83.87 0.0352 0.001 0.98 0.01 0.02 N056-N030 N056 N030 8 84.03 0.0331 0.001 0.97 0.02 0.02 N057-N033 N057 N033 8 290.98 0.0024 0.025 0.96 0.12 0.17 N058-N057 N058 N057 8 305.40 0.0024 0.019 0.89 0.10 0.15 N059-N058 N059 N058 8 308.21 0.0024 0.014 0.80 0.09 0.13 N060-N059 N060 N059 8 323.69 0.0024 0.011 0.74 0.08 0.11 N061-N060 N061 N060 8 90.73 0.0072 0.008 1.01 0.05 0.08 N062-N061 N062 N061 8 245.20 0.0022 0.005 0.59 0.06 0.08 N063-N062 N063 N062 8 231.82 0.0026 0.002 0.46 0.03 0.05 N064-N034 N064 N034 8 352.38 0.0047 0.007 0.82 0.05 0.08 N065-N064 N065 N064 8 192.34 0.0037 0.002 0.53 0.03 0.05 N066-N035 N066 N035 8 349.57 0.0024 0.019 0.89 0.10 0.15 N067-N066 N067 N066 8 351.73 0.0025 0.015 0.84 0.09 0.14 N068-N067 N068 N067 8 349.04 0.0024 0.011 0.75 0.08 0.12 N069-N068 N069 N068 8 349.92 0.0024 0.006 0.63 0.06 0.09 N070-N069 N070 N069 8 110.69 0.0024 0.002 0.44 0.03 0.05 N071-N036 N071 N036 8 351.14 0.0024 0.021 0.90 0.10 0.16 N072-N071 N072 N071 8 349.04 0.0024 0.015 0.83 0.09 0.14 N073-N072 N073 N072 8 350.89 0.0024 0.011 0.75 0.08 0.12 N074-N073 N074 N073 8 349.96 0.0024 0.006 0.63 0.06 0.09 N075-N074 N075 N074 8 121.01 0.0024 0.002 0.42 0.03 0.05 N076-N037 N076 N037 8 351.74 0.0024 0.019 0.89 0.10 0.15 N077-N076 N077 N076 8 350.59 0.0024 0.015 0.83 0.09 0.14 N078-N077 N078 N077 8 348.52 0.0024 0.011 0.74 0.08 0.11 N079-N078 N079 N078 8 348.41 0.0024 0.006 0.63 0.06 0.09 N080-N079 N080 N079 8 164.51 0.0024 0.002 0.47 0.04 0.06 N081-N044 N081 N044 8 48.75 0.0851 0.002 1.48 0.01 0.02 N082-N045 N082 N045 8 91.95 0.0302 0.002 1.00 0.02 0.03 N083-N046 N083 N046 8 49.33 0.0470 0.001 1.01 0.01 0.02 N084-N047 N084 N047 8 97.62 0.0163 0.002 0.81 0.02 0.03 N085-N048 N085 N048 8 45.43 0.0315 0.001 0.90 0.01 0.02 N086-N049 N086 N049 8 45.57 0.0033 0.001 0.40 0.02 0.03 N087-N057 N087 N057 8 228.58 0.0037 0.004 0.66 0.04 0.07 N088-N058 N088 N058 8 123.56 0.0047 0.003 0.65 0.04 0.05 Appendix 3 - Capacity Analysis - Model Results 57
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Future Peak Dry Weather Flow (PDWF) Scenario N089-I022 N089 I022 8 360.33 0.0025 0.030 1.02 0.12 0.19 N090-N089 N090 N089 8 296.23 0.0024 0.017 0.86 0.10 0.14 N091-N090 N091 N090 8 195.08 0.0032 0.017 0.95 0.09 0.13 N095-N096 N095 N096 12 316.95 0.0012 0.207 1.32 0.35 0.35 N096-N097 N096 N097 15 10.82 0.0011 0.207 1.26 0.33 0.26 N097-N031 N097 N031 15 69.55 0.0007 0.207 1.08 0.36 0.29 N098-N010 N098 N010 8 199.26 0.0086 0.004 0.85 0.03 0.05 N099-N008 N099 N008 8 45.44 0.0046 0.002 0.59 0.03 0.05 O001-O032 O001 O032 8 352.39 0.0024 0.175 1.66 0.32 0.47 O002-O001 O002 O001 8 357.97 0.0024 0.165 1.62 0.31 0.46 O003-O002 O003 O002 8 339.74 0.0025 0.162 1.65 0.30 0.45 O004-O003 O004 O003 8 116.62 0.0021 0.155 1.52 0.31 0.46 O005-O004 O005 O004 8 231.69 0.0026 0.010 0.75 0.07 0.11 O006-O005 O006 O005 8 309.84 0.0025 0.010 0.74 0.07 0.11 O007-O006 O007 O006 8 201.12 0.0024 0.010 0.73 0.07 0.11 O008-O007 O008 O007 8 200.99 0.0026 0.007 0.68 0.06 0.09 O009A-O004 O009A O004 8 86.35 0.0029 0.145 1.70 0.27 0.40 O009-O009A O009 O009A 8 116.52 0.0022 0.145 1.52 0.29 0.44 O012-O133 O012 O133 8 137.80 0.0023 0.098 1.39 0.23 0.35 O013-O012 O013 O012 8 117.21 0.0024 0.094 1.40 0.23 0.34 O014-O013 O014 O013 8 31.49 0.0035 0.065 1.45 0.17 0.25 O015A-O015 O015A O015 8 139.99 0.0039 0.055 1.43 0.15 0.23 O015-O014 O015 O014 8 81.38 0.0042 0.065 1.54 0.16 0.24 O016A-O015A O016A O015A 8 105.26 0.0034 0.055 1.36 0.16 0.24 O016-O016A O016 O016A 8 26.31 0.0027 0.055 1.26 0.17 0.25 O017-O031 O017 O031 8 276.21 0.0052 0.012 1.02 0.07 0.10 O018-O017 O018 O017 8 88.55 0.0022 0.009 0.69 0.07 0.11 O019-O018 O019 O018 8 165.32 0.0022 0.003 0.50 0.04 0.07 O020-O018 O020 O018 8 311.12 0.0024 0.005 0.59 0.05 0.08 O021-O016 O021 O016 8 177.54 0.0020 0.040 1.02 0.15 0.23 O022-O021 O022 O021 8 217.34 0.0024 0.038 1.09 0.14 0.21 O023-O022 O023 O022 8 250.45 0.0024 0.034 1.04 0.13 0.20 O024-O023 O024 O023 8 204.55 0.0023 0.010 0.72 0.08 0.11 O025-O024 O025 O024 8 272.79 0.0026 0.008 0.71 0.07 0.10 O026-O025 O026 O025 8 219.91 0.0023 0.005 0.60 0.06 0.08 O027-O026 O027 O026 8 226.94 0.0023 0.003 0.50 0.04 0.06 O028-O023 O028 O023 8 135.42 0.0038 0.022 1.09 0.10 0.15 O029-O013 O029 O013 8 259.61 0.0034 0.030 1.14 0.12 0.17 O030A-O029 O030A O029 8 138.32 0.0027 0.011 0.78 0.08 0.12 O030-O030A O030 O030A 8 109.69 0.0041 0.011 0.91 0.07 0.10 O031-O016 O031 O016 8 254.98 0.0060 0.015 1.15 0.07 0.11 O032-J013 O032 J013 8 341.01 0.0034 0.182 1.92 0.29 0.44 O133-O134A O133 O134A 8 117.79 0.0023 0.101 1.42 0.24 0.35 O134A-O134 O134A O134 8 167.80 0.0024 0.101 1.44 0.23 0.35 O134-O136 O134 O136 8 160.98 0.0025 0.107 1.47 0.24 0.36 O136-O138 O136 O138 8 59.68 0.0034 0.135 1.75 0.25 0.37 O137-O136 O137 O136 8 121.57 0.0035 0.027 1.12 0.11 0.17 O138-O009 O138 O009 8 84.73 0.0034 0.145 1.80 0.26 0.39 O139A-O138 O139A O138 8 87.05 0.0060 0.010 1.02 0.06 0.09 O139-O139A O139 O139A 6 48.58 0.0107 0.000 0.00 0.00 0.00 O140-O139A O140 O139A 8 160.12 0.0000 0.000 0.00 0.00 0.00 O141-O140 O141 O140 6 87.24 0.0000 0.000 0.00 0.00 0.00 O142-O140 O142 O140 8 164.07 0.0000 0.000 0.00 0.00 0.00 O143-O142 O143 O142 6 55.73 0.0000 0.000 0.00 0.00 0.00 O144-O142 O144 O142 6 109.53 0.0000 0.000 0.00 0.00 0.00 OC03-V001 OC03 V001 21 13.56 0.0096 0.157 2.37 0.15 0.09 Appendix 3 - Capacity Analysis - Model Results 58
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Future Peak Dry Weather Flow (PDWF) Scenario R001-R802 R001 R802 8 251.84 0.0035 0.101 1.63 0.21 0.32 R002-R001 R002 R001 8 194.35 0.0024 0.101 1.44 0.23 0.35 R003-R002 R003 R002 8 359.63 0.0024 0.023 0.94 0.11 0.17 R004-R003 R004 R003 8 360.43 0.0024 0.018 0.88 0.10 0.15 R005-R004 R005 R004 8 361.12 0.0024 0.014 0.80 0.09 0.13 R006-R005 R006 R005 8 71.73 0.0335 0.009 1.79 0.04 0.06 R007-R006 R007 R006 8 349.15 0.0024 0.009 0.71 0.07 0.11 R008-R085 R008 R085 8 337.74 0.0025 0.005 0.59 0.05 0.08 R009-R008 R009 R008 8 351.82 0.0024 0.002 0.47 0.04 0.06 R010-R009 R010 R009 8 86.57 0.0029 0.000 0.30 0.02 0.02 R011-R804 R011 R804 15 399.04 0.0049 0.995 3.34 0.50 0.40 R012-R011 R012 R011 15 399.22 0.0029 0.995 2.75 0.58 0.47 R013-R012 R013 R012 15 397.24 0.0042 0.995 3.15 0.52 0.42 R014-R013 R014 R013 15 403.57 0.0042 0.995 3.15 0.53 0.42 R015-R014 R015 R014 15 399.25 0.0047 0.995 3.30 0.51 0.41 R016-S001 R016 S001 8 346.96 0.0019 0.004 0.51 0.05 0.08 R017-R002 R017 R002 8 290.61 0.0024 0.077 1.33 0.20 0.30 R018-R017 R018 R017 8 283.74 0.0024 0.062 1.24 0.18 0.27 R019-R018 R019 R018 8 350.31 0.0024 0.008 0.68 0.07 0.10 R020-R019 R020 R019 8 294.36 0.0024 0.004 0.55 0.05 0.07 R021-R017 R021 R017 8 355.97 0.0024 0.013 0.79 0.09 0.13 R022-R021 R022 R021 8 346.07 0.0024 0.009 0.72 0.07 0.11 R023-R022 R023 R022 8 342.82 0.0024 0.005 0.58 0.05 0.08 R024-R018 R024 R018 8 260.63 0.0024 0.051 1.18 0.16 0.25 R025-R024 R025 R024 8 272.39 0.0024 0.028 0.99 0.12 0.18 R026-R025 R026 R025 8 278.88 0.0024 0.018 0.88 0.10 0.15 R027-R026 R027 R026 8 276.07 0.0024 0.007 0.64 0.06 0.09 R028-R027 R028 R027 8 274.36 0.0024 0.004 0.55 0.05 0.07 R029-R028 R029 R028 8 273.49 0.0024 0.004 0.54 0.05 0.07 R030-R029 R030 R029 8 272.90 0.0024 0.002 0.44 0.03 0.05 R031-R024 R031 R024 8 299.50 0.0027 0.021 0.95 0.10 0.15 R032-R031 R032 R031 8 302.97 0.0024 0.018 0.87 0.10 0.15 R033-R032 R033 R032 8 245.20 0.0029 0.014 0.86 0.08 0.12 R034-R033 R034 R033 8 47.27 0.0021 0.012 0.74 0.08 0.13 R035-R034 R035 R034 8 286.00 0.0023 0.006 0.62 0.06 0.09 R036-R035 R036 R035 8 273.43 0.0025 0.006 0.63 0.06 0.09 R037-R036 R037 R036 8 286.46 0.0024 0.003 0.49 0.04 0.06 R038-R025 R038 R025 8 275.78 0.0024 0.008 0.67 0.07 0.10 R039-R038 R039 R038 8 276.39 0.0024 0.006 0.62 0.06 0.09 R040-R039 R040 R039 8 270.05 0.0024 0.004 0.55 0.05 0.07 R041-R026 R041 R026 8 275.80 0.0024 0.010 0.73 0.07 0.11 R042-R041 R042 R041 8 273.71 0.0024 0.008 0.67 0.07 0.10 R043-R042 R043 R042 8 274.41 0.0024 0.004 0.54 0.05 0.07 R044-N038 R044 N038 10 242.49 0.0012 0.075 1.01 0.22 0.26 R045-R044 R045 R044 10 242.06 0.0012 0.071 0.99 0.21 0.26 R046-R045 R046 R045 10 267.37 0.0008 0.043 0.73 0.19 0.23 R047-R046 R047 R046 10 61.50 0.0013 0.033 0.81 0.14 0.17 R048-R047 R048 R047 10 233.14 0.0012 0.021 0.71 0.12 0.14 R049-R048 R049 R048 10 57.28 0.0012 0.011 0.58 0.09 0.10 R050-R049 R050 R049 10 220.48 0.0012 0.002 0.32 0.03 0.04 R051-R045 R051 R045 8 319.96 0.0024 0.026 0.97 0.12 0.17 R052-R051 R052 R051 8 309.16 0.0024 0.020 0.89 0.10 0.15 R053-R052 R053 R052 8 311.92 0.0024 0.014 0.81 0.09 0.13 R054-R053 R054 R053 8 316.77 0.0021 0.010 0.69 0.08 0.12 R055-R054 R055 R054 8 326.35 0.0024 0.004 0.55 0.05 0.07 R056-R055 R056 R055 8 271.45 0.0065 0.002 0.62 0.03 0.04 Appendix 3 - Capacity Analysis - Model Results 59
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Future Peak Dry Weather Flow (PDWF) Scenario R057-R051 R057 R051 8 203.40 0.0024 0.004 0.55 0.05 0.07 R058-R052 R058 R052 8 200.69 0.0029 0.004 0.59 0.05 0.07 R059-R053 R059 R053 8 200.67 0.0024 0.004 0.55 0.05 0.07 R060-R054 R060 R054 8 289.45 0.0214 0.004 1.17 0.03 0.04 R061-R083 R061 R083 8 345.01 0.0020 0.006 0.58 0.06 0.09 R062-R061 R062 R061 8 334.33 0.0020 0.006 0.58 0.06 0.09 R063-R087 R063 R087 8 178.43 0.0020 0.002 0.39 0.03 0.05 R064-R084 R064 R084 8 344.71 0.0020 0.008 0.65 0.07 0.10 R065-R064 R065 R064 8 335.34 0.0020 0.006 0.58 0.06 0.09 R066-R086 R066 R086 8 177.02 0.0020 0.002 0.39 0.03 0.05 R067-R048 R067 R048 8 348.37 0.0020 0.010 0.68 0.08 0.11 R068-R067 R068 R067 8 349.66 0.0020 0.008 0.63 0.07 0.10 R069-R068 R069 R068 8 349.57 0.0020 0.006 0.58 0.06 0.09 R070-R069 R070 R069 8 351.74 0.0020 0.003 0.50 0.05 0.07 R071-R049 R071 R049 8 348.46 0.0020 0.010 0.68 0.08 0.11 R072-R071 R072 R071 8 349.87 0.0020 0.008 0.64 0.07 0.10 R073-R072 R073 R072 8 351.64 0.0020 0.006 0.58 0.06 0.09 R074-R073 R074 R073 8 348.30 0.0020 0.003 0.50 0.05 0.07 R076-R075 R076 R075 8 37.90 0.0676 0.014 2.57 0.04 0.06 R077-R076 R077 R076 8 438.48 0.0038 0.005 0.67 0.05 0.07 R078-R077 R078 R077 8 287.88 0.0056 0.003 0.69 0.04 0.05 R079-R078 R079 R078 8 198.96 0.0040 0.003 0.62 0.04 0.06 R080-R076 R080 R076 8 233.86 0.0047 0.008 0.86 0.06 0.08 R081-R080 R081 R080 8 280.29 0.0034 0.006 0.72 0.06 0.08 R082-R081 R082 R081 8 350.63 0.0040 0.002 0.54 0.03 0.05 R083-R046 R083 R046 8 324.60 0.0020 0.008 0.64 0.07 0.11 R084-R047 R084 R047 8 352.68 0.0020 0.010 0.68 0.08 0.11 R085-R007 R085 R007 8 359.08 0.0023 0.007 0.65 0.06 0.09 R086-R065 R086 R065 8 338.68 0.0020 0.003 0.50 0.05 0.07 R087-R062 R087 R062 8 339.00 0.0020 0.003 0.50 0.05 0.07 R088-R074 R088 R074 8 155.65 0.0019 0.001 0.35 0.03 0.04 R089-R070 R089 R070 8 153.82 0.0020 0.001 0.36 0.03 0.04 R801A-R801 R801A R801 8 331.58 0.0024 0.101 1.44 0.23 0.35 R801-R800 R801 R800 8 13.72 0.4110 1.096 17.81 0.21 0.32 R802-R801A R802 R801A 8 329.36 0.0024 0.101 1.44 0.23 0.35 R803-R801 R803 R801 15 15.39 0.0325 0.995 6.59 0.31 0.25 R804-R803 R804 R803 15 399.94 0.0042 0.995 3.16 0.52 0.42 S001-W015 S001 W015 10 286.25 0.0022 0.005 0.56 0.05 0.06 S002-R015 S002 R015 15 226.30 0.0040 0.991 3.10 0.53 0.42 S003A-S003 S003A S003 18 283.85 0.0017 0.827 2.13 0.56 0.37 S003-S002 S003 S002 18 228.18 0.0027 0.827 2.53 0.49 0.33 S004-S003A S004 S003A 18 273.63 0.0030 0.796 2.60 0.47 0.31 S012-S002 S012 S002 10 330.72 0.0008 0.165 1.09 0.37 0.44 S013-S012 S013 S012 10 335.12 0.0010 0.161 1.16 0.35 0.42 S014-S013 S014 S013 10 319.75 0.0014 0.135 1.25 0.29 0.35 S015-S014 S015 S014 10 332.47 0.0016 0.117 1.26 0.26 0.31 S016-S015 S016 S015 10 325.11 0.0011 0.107 1.06 0.27 0.33 S017-S016 S017 S016 8 335.44 0.0025 0.013 0.79 0.08 0.13 S019-S018 S019 S018 8 121.45 0.0023 0.011 0.73 0.08 0.12 S020-S019 S020 S019 8 319.84 0.0024 0.008 0.67 0.07 0.10 S021-S812 S021 S812 8 332.92 0.0022 0.043 1.10 0.15 0.23 S022-S021 S022 S021 8 320.66 0.0018 0.029 0.91 0.13 0.20 S023-S022 S023 S022 8 319.57 0.0023 0.011 0.74 0.08 0.12 S024-S023 S024 S023 8 180.13 0.0018 0.005 0.55 0.06 0.09 S025-S022 S025 S022 8 327.51 0.0031 0.010 0.80 0.07 0.11 S026-S025 S026 S025 8 265.04 0.0325 0.004 1.41 0.03 0.04 Appendix 3 - Capacity Analysis - Model Results 60
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Future Peak Dry Weather Flow (PDWF) Scenario S027-S030 S027 S030 8 300.57 0.0045 0.006 0.77 0.05 0.07 S029-S014 S029 S014 8 288.81 0.0093 0.013 1.27 0.06 0.09 S030-S021 S030 S021 8 239.80 0.0022 0.007 0.63 0.06 0.10 S811-S016 S811 S016 8 320.57 0.0023 0.087 1.35 0.22 0.33 S812-S811 S812 S811 8 318.28 0.0018 0.086 1.24 0.23 0.35 S813-S812 S813 S812 8 334.70 0.0030 0.013 0.85 0.08 0.12 S814-S813 S814 S813 8 305.88 0.0024 0.007 0.66 0.06 0.10 S815-S814 S815 S814 8 17.31 0.0480 0.007 1.88 0.03 0.05 S817-S812 S817 S812 8 324.55 0.0020 0.023 0.88 0.12 0.17 S818-S817 S818 S817 8 249.78 0.0012 0.001 0.30 0.03 0.05 S819-S818 S819 S818 8 21.21 0.0009 0.001 0.28 0.03 0.05 S820-S817 S820 S817 8 328.59 0.0043 0.015 1.01 0.08 0.12 V001-V800 V001 V800 21 321.67 0.0033 0.159 1.64 0.20 0.11 V002-OC03 V002 OC03 8 40.60 0.2098 0.157 7.96 0.09 0.14 V003-V002 V003 V002 8 7.81 0.0077 0.117 2.27 0.19 0.28
V004-V002 V004 V002 8 252.13 0.0070 0.039 1.59 0.11 0.17 V004-V003 V004 V003 8 226.01 0.0020 0.117 1.41 0.26 0.40 V005-V004 V005 V004 8 377.67 0.0020 0.129 1.43 0.28 0.42 V006-V005 V006 V005 8 375.04 0.0020 0.125 1.42 0.28 0.41 V007-V006 V007 V006 8 275.46 0.0020 0.095 1.33 0.24 0.36 V008-V007 V008 V007 8 269.33 0.0020 0.087 1.30 0.23 0.34 V009-V008 V009 V008 8 269.11 0.0020 0.077 1.24 0.21 0.32 V010-V009 V010 V009 8 272.90 0.0016 0.013 0.69 0.09 0.14 V011-V010 V011 V010 8 241.98 0.0024 0.009 0.70 0.07 0.10 V012-V004 V012 V004 8 204.18 0.0079 0.025 1.45 0.09 0.13 V013-V012 V013 V012 8 202.31 0.0021 0.021 0.87 0.11 0.17 V014-V013 V014 V013 8 378.25 0.0020 0.013 0.73 0.09 0.13 V015-V014 V015 V014 8 347.44 0.0020 0.007 0.60 0.06 0.10 V016-V015 V016 V015 8 227.75 0.0015 0.005 0.51 0.06 0.09 V017-V016 V017 V016 8 237.50 0.0020 0.005 0.56 0.06 0.08 V018-V006 V018 V006 8 278.45 0.0023 0.025 0.95 0.12 0.18 V019-V018 V019 V018 8 273.69 0.0020 0.023 0.88 0.12 0.17 V020-V019 V020 V019 8 286.67 0.0020 0.020 0.84 0.11 0.16 V021-V020 V021 V020 8 107.40 0.0117 0.002 0.73 0.02 0.03 V022-V007 V022 V007 8 391.45 0.0020 0.006 0.59 0.06 0.09 V023-V022 V023 V022 8 388.78 0.0020 0.003 0.46 0.04 0.06 V024-V009 V024 V009 8 334.89 0.0020 0.062 1.17 0.19 0.29 V025-V010 V025 V010 8 213.17 0.0024 0.003 0.52 0.04 0.06 V027-OC07 V027 OC07 8 363.13 0.0181 0.101 2.95 0.14 0.21 V028-V027 V028 V027 8 392.19 0.0021 0.096 1.36 0.23 0.35 V029-OC04 V029 OC04 8 17.31 0.2899 0.121 8.26 0.08 0.12 V030-V029 V030 V029 8 169.97 0.0125 0.081 2.43 0.14 0.21 V031-V030 V031 V030 8 301.99 0.0020 0.045 1.07 0.16 0.24 V032-V031 V032 V031 8 525.05 0.0022 0.022 0.90 0.11 0.17 V033-V013 V033 V013 8 197.00 0.0023 0.005 0.59 0.05 0.08 V034-V033 V034 V033 8 198.55 0.0020 0.004 0.53 0.05 0.08 V035-V014 V035 V014 8 183.83 0.0026 0.004 0.55 0.04 0.07 V036-V020 V036 V020 8 279.62 0.0024 0.015 0.82 0.09 0.14 V800-Y812 V800 Y812 21 671.98 0.0016 0.159 1.26 0.24 0.14 V804-V008 V804 V008 8 392.85 0.0044 0.008 0.85 0.06 0.09 V806-V024 V806 V024 8 367.22 0.0045 0.059 1.54 0.15 0.23 V808-V806 V808 V806 8 158.48 0.0080 0.027 1.49 0.09 0.13 V809A-V808 V809A V808 8 295.92 0.0030 0.027 1.06 0.11 0.17 V809-V809A V809 V809A 8 18.49 0.0465 0.027 2.77 0.06 0.09 V812-V809 V812 V809 8 204.71 0.0027 0.027 1.02 0.12 0.17 V813-V812 V813 V812 8 381.88 0.0040 0.022 1.11 0.10 0.14 Appendix 3 - Capacity Analysis - Model Results 61
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Future Peak Dry Weather Flow (PDWF) Scenario W002-OC09 W002 OC09 8 104.09 0.0549 0.258 5.74 0.17 0.25 W003-W002 W003 W002 8 363.56 0.0020 0.256 1.69 0.42 0.64 W004-W003 W004 W003 8 359.52 0.0020 0.247 1.68 0.41 0.62 W005-W004 W005 W004 8 338.50 0.0020 0.247 1.68 0.41 0.62 W006-OC09 W006 OC09 10 335.95 0.0017 0.348 1.73 0.46 0.56 W007-W006 W007 W006 10 328.62 0.0016 0.339 1.70 0.46 0.55 W008-W007 W008 W007 10 332.15 0.0016 0.331 1.66 0.46 0.55 W010-W008 W010 W008 8 164.00 0.0048 0.085 1.75 0.18 0.27 W011-W010 W011 W010 10 172.33 0.0031 0.078 1.43 0.18 0.21 W012-W011 W012 W011 10 336.40 0.0016 0.078 1.13 0.21 0.25 W013A-W013 W013A W013 8 339.38 0.0020 0.032 0.96 0.14 0.20 W013-W012 W013 W012 10 245.70 0.0016 0.041 0.94 0.15 0.18 W014-W013 W014 W013 10 85.39 0.0016 0.009 0.61 0.07 0.09 W015-W014 W015 W014 10 333.82 0.0016 0.009 0.60 0.07 0.09 W016-W008 W016 W008 8 315.15 0.0096 0.075 2.16 0.14 0.21 W017-W016 W017 W016 8 191.32 0.0035 0.069 1.47 0.17 0.26 W018-W017 W018 W017 8 138.34 0.0038 0.066 1.50 0.17 0.25 W019-W018 W019 W018 8 144.93 0.0020 0.061 1.16 0.19 0.28 W020-W019 W020 W019 8 282.09 0.0021 0.036 1.02 0.14 0.21 W021-W020 W021 W020 8 316.64 0.0019 0.019 0.81 0.11 0.16 W022-W021 W022 W021 8 175.83 0.0021 0.009 0.66 0.07 0.11 W023-W019 W023 W019 8 297.30 0.0020 0.011 0.70 0.08 0.12 W024-W023 W024 W023 8 269.07 0.0020 0.006 0.59 0.06 0.09 W025-W024 W025 W024 8 296.38 0.0020 0.003 0.47 0.04 0.06 W026-W024 W026 W024 8 133.78 0.0027 0.003 0.54 0.04 0.06 W027-W009 W027 W009 8 306.80 0.0023 0.171 1.63 0.32 0.47 W028-W027 W028 W027 8 307.72 0.0020 0.169 1.53 0.33 0.49 W029-W028 W029 W028 8 182.55 0.0051 0.169 2.16 0.25 0.38 W030-W029 W030 W029 8 77.43 0.0021 0.015 0.77 0.09 0.14 W031-W030 W031 W030 8 280.12 0.0020 0.013 0.73 0.09 0.13 W032-W031 W032 W031 8 329.52 0.0020 0.009 0.67 0.07 0.11 W033-W032 W033 W032 8 233.99 0.0020 0.007 0.62 0.07 0.10 W034-W033 W034 W033 8 330.81 0.0020 0.004 0.51 0.05 0.07 W035-W034 W035 W034 8 66.47 0.0022 0.002 0.43 0.04 0.05 W036-W034 W036 W034 8 83.81 0.0020 0.002 0.41 0.03 0.05 W037-W029 W037 W029 8 140.65 0.0022 0.153 1.56 0.30 0.45 W038-W037 W038 W037 8 276.97 0.0020 0.096 1.32 0.24 0.36 W039-W038 W039 W038 8 273.40 0.0020 0.096 1.33 0.24 0.36 W040-W039 W040 W039 8 372.46 0.0020 0.090 1.30 0.23 0.35 W041-W040 W041 W040 8 247.19 0.0020 0.082 1.26 0.22 0.33 W042-W041 W042 W041 8 300.53 0.0020 0.080 1.26 0.22 0.32 W043-W042 W043 W042 8 108.50 0.0369 0.080 3.53 0.10 0.16 W044-W039 W044 W039 8 190.68 0.0039 0.003 0.59 0.04 0.05 W045-W040 W045 W040 8 147.93 0.0020 0.005 0.55 0.05 0.08 W046-W045 W046 W045 8 236.00 0.0020 0.004 0.51 0.05 0.07 W047-W037 W047 W037 8 176.63 0.0020 0.055 1.13 0.18 0.27 W048-W047 W048 W047 8 346.48 0.0020 0.053 1.13 0.18 0.26 W049-W048 W049 W048 8 347.76 0.0020 0.050 1.10 0.17 0.26 W050-W049 W050 W049 8 201.18 0.0020 0.009 0.67 0.07 0.11 W051-W050 W051 W050 8 295.25 0.0020 0.008 0.63 0.07 0.10 W052-W051 W052 W051 8 291.54 0.0020 0.004 0.53 0.05 0.08 W053-W052 W053 W052 8 82.71 0.0031 0.001 0.42 0.03 0.04 W054-W049 W054 W049 8 134.84 0.0045 0.037 1.35 0.12 0.18 W055-W054 W055 W054 8 350.69 0.0023 0.025 0.94 0.12 0.18 W056-W055 W056 W055 8 300.89 0.0027 0.007 0.68 0.06 0.09 W056-W057 W056 W057 8 300.86 0.0024 0.007 0.65 0.06 0.09 Appendix 3 - Capacity Analysis - Model Results 62
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Future Peak Dry Weather Flow (PDWF) Scenario Y001-Y806 Y001 Y802 8 323.27 0.0258 0.012 1.77 0.05 0.07 Y002-Y022 Y002 Y022 8 186.17 0.0047 0.012 0.98 0.07 0.10 Y003-Y002 Y003 Y002 8 129.16 0.0054 0.012 1.03 0.07 0.10 Y004-Y003 Y004 Y003 8 203.18 0.0053 0.012 1.02 0.07 0.10 Y005-Y806 Y005 Y806 8 337.49 0.0027 0.125 1.58 0.25 0.38 Y006-Y005 Y006 Y005 8 339.60 0.0028 0.125 1.61 0.25 0.38 Y007-Y006 Y007 Y006 8 150.72 0.0029 0.107 1.56 0.23 0.34 Y008-Y007 Y008 Y007 8 186.66 0.0030 0.090 1.51 0.21 0.31 Y009-Y008 Y009 Y008 8 225.62 0.0035 0.090 1.58 0.20 0.30 Y010-Y009 Y010 Y009 8 101.96 0.0029 0.029 1.08 0.12 0.18 Y011-Y010 Y011 Y010 8 204.62 0.0029 0.029 1.08 0.12 0.18 Y012-Y011 Y012 Y011 8 140.10 0.0031 0.029 1.09 0.12 0.18 Y013-Y810 Y013 Y810 8 362.09 0.0031 0.042 1.22 0.14 0.21 Y014-Y013 Y014 Y013 8 345.76 0.0036 0.025 1.11 0.11 0.16 Y015-V030 Y015 V030 8 208.01 0.0202 0.014 1.70 0.05 0.08 Y016-Y015 Y016 Y015 8 218.23 0.0024 0.009 0.71 0.07 0.11 Y017-V031 Y017 V031 8 217.44 0.0075 0.013 1.17 0.06 0.10 Y018-Y017 Y018 Y017 8 207.25 0.0016 0.010 0.64 0.08 0.12 Y019-V032 Y019 V032 8 442.51 0.0074 0.014 1.19 0.07 0.10 Y020-V029 Y020 V029 8 25.90 0.0981 0.040 4.06 0.06 0.09 Y021-Y019 Y021 Y019 8 36.84 0.0312 0.006 1.54 0.03 0.05 Y022-Y001 Y022 Y001 8 86.46 0.0063 0.012 1.08 0.06 0.10 Y023-Y810 Y023 Y810 8 273.34 0.0018 0.000 0.00 0.00 0.00 Y024-Y014 Y024 Y014 8 296.48 0.0033 0.025 1.08 0.11 0.16 Y810-Y808 Y810 Y808 8 326.58 0.0026 0.056 1.26 0.17 0.25 Y811-Y809 Y811 Y809 12 148.65 0.0078 0.148 2.34 0.18 0.18 Z001-Z831 Z001 Z831 8 91.85 0.0072 0.094 2.08 0.17 0.25 Z002A-Z831 Z002A Z831 10 394.36 0.0030 0.085 1.44 0.19 0.22 Z002-Z001 Z002 Z001 8 301.97 0.0017 0.094 1.24 0.25 0.37 Z003-Z002 Z003 Z002 8 62.09 0.0027 0.082 1.42 0.20 0.30 Z004-Z002A Z004 Z002A 10 319.44 0.0020 0.085 1.25 0.21 0.25 Z004-Z003 Z004 Z003 8 251.02 0.0019 0.070 1.18 0.21 0.31 Z005-Z004 Z005 Z004 8 287.84 0.0020 0.052 1.11 0.17 0.26 Z006-Z005 Z006 Z005 8 273.44 0.0021 0.048 1.10 0.17 0.25 Z007-Z029 Z007 Z029 8 230.35 0.0020 0.120 1.41 0.27 0.40 Z008-Z007 Z008 Z007 8 357.48 0.0022 0.120 1.45 0.26 0.39 Z009-Z008 Z009 Z008 8 223.11 0.0021 0.107 1.38 0.25 0.38 Z010-Z009 Z010 Z009 8 112.84 0.0039 0.096 1.68 0.20 0.30 Z011-Z010 Z011 Z010 8 425.76 0.0040 0.096 1.69 0.20 0.30 Z012-Z011 Z012 Z011 8 18.21 0.0033 0.096 1.58 0.21 0.31 Z015-Z028 Z015 Z028 12 153.83 0.0026 0.148 1.58 0.24 0.24 Z016-Z800 Z016 Z800 8 303.39 0.0045 0.056 1.51 0.15 0.22 Z017-Z016 Z017 Z016 8 290.36 0.0003 0.004 0.28 0.08 0.12 Z018-Z004 Z018 Z004 8 333.81 0.0020 0.102 1.33 0.25 0.37 Z019-Z018 Z019 Z018 8 355.97 0.0023 0.064 1.24 0.19 0.28 Z020-Z019 Z020 Z019 8 289.86 0.0020 0.060 1.16 0.19 0.28 Z021-Z022 Z021 Z022 8 221.72 0.0020 0.127 1.42 0.28 0.42 Z022-Z023 Z022 Z023 8 217.99 0.0015 0.130 1.30 0.30 0.46 Z023-Z024 Z023 Z024 12 22.53 0.0044 0.130 1.85 0.20 0.20 Z024-Z015 Z024 Z015 12 145.53 0.0027 0.142 1.58 0.23 0.23 Z025-Z015 Z025 Z015 6 69.07 0.0012 0.006 0.50 0.07 0.15 Z026-Z025 Z026 Z025 6 361.94 0.0012 0.006 0.50 0.07 0.15 Z029-Z021 Z029 Z021 8 230.68 0.0020 0.120 1.40 0.27 0.40 Z029-Z030 Z028 Z030 12 129.23 0.0027 0.148 1.61 0.24 0.24 Z030-Z031 Z030 Z031 12 165.25 0.0209 0.148 3.30 0.14 0.14 Z031-Y811 Z031 Y811 12 241.87 0.0073 0.148 2.28 0.19 0.19 Appendix 3 - Capacity Analysis - Model Results 63
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
B001-C001 B001 C001 10 279.79 0.0012 0.071 0.99 0.21 0.25 B002-B001 B002 B001 10 135.29 0.0012 0.065 0.96 0.20 0.25 B003-B002 B003 B002 10 122.75 0.0012 0.060 0.95 0.20 0.23 B004-B003 B004 B003 10 137.42 0.0012 0.045 0.88 0.17 0.20 B005-B004 B005 B004 10 131.33 0.0012 0.029 0.77 0.14 0.16 B006-B005 B006 B005 10 127.26 0.0012 0.022 0.70 0.12 0.14 B007-B006 B007 B006 10 259.35 0.0012 0.008 0.52 0.07 0.09 B008-B007 B008 B007 8 269.59 0.0026 0.008 0.70 0.06 0.10 B009-B008 B009 B008 8 259.91 0.0020 0.004 0.53 0.05 0.08 B010-B009 B010 B009 8 89.19 0.0020 0.001 0.35 0.03 0.04 B011-B006 B011 B006 8 270.78 0.0019 0.008 0.64 0.07 0.11 B012-B011 B012 B011 8 260.24 0.0020 0.005 0.55 0.06 0.08 B013-B012 B013 B012 8 200.15 0.0020 0.002 0.39 0.03 0.05 B014-B004 B014 B004 8 270.76 0.0020 0.016 0.78 0.10 0.14 B015-B014 B015 B014 8 261.26 0.0020 0.012 0.73 0.09 0.13 B016-B015 B016 B015 8 214.26 0.0024 0.005 0.60 0.05 0.08 B017-B016 B017 B016 8 198.07 0.0020 0.004 0.51 0.05 0.07 B018-B015 B018 B015 8 179.03 0.0020 0.002 0.39 0.03 0.05 B019-H022 B019 H022 10 176.55 0.0020 0.191 1.59 0.31 0.37 B020-B045 B020 B045 8 273.36 0.0032 0.172 1.84 0.29 0.43 B021-B020 B021 B020 8 327.92 0.0032 0.152 1.79 0.27 0.40 B022-B021 B022 B021 8 124.17 0.0038 0.049 1.37 0.14 0.22 B023-B022 B023 B022 8 192.07 0.0041 0.029 1.21 0.11 0.16 B024-B023 B024 B023 8 65.73 0.0037 0.007 0.75 0.06 0.08 B025-B024 B025 B024 8 243.62 0.0040 0.006 0.74 0.05 0.08 B026A-B026 B026A B026 8 48.20 0.0027 0.004 0.58 0.05 0.07 B026-B025 B026 B025 8 17.74 0.0034 0.004 0.62 0.04 0.07 B028-B022 B028 B022 8 262.11 0.0072 0.020 1.32 0.08 0.12 B029-B028 B029 B028 8 207.80 0.0040 0.008 0.80 0.06 0.09 B030-B029 B030 B029 8 214.83 0.0040 0.005 0.72 0.05 0.07 B031-B028 B031 B028 8 259.05 0.0048 0.010 0.94 0.06 0.10 B032-B031 B032 B031 8 255.69 0.0042 0.008 0.82 0.06 0.09 B033-B032 B033 B032 8 249.92 0.0040 0.004 0.66 0.04 0.06 B034-CO17 B034 C017 8 292.13 0.0023 0.022 0.90 0.11 0.16 B035-B034 B035 B034 8 255.96 0.0020 0.012 0.72 0.08 0.13 B036-B035 B036 B035 8 349.45 0.0020 0.005 0.56 0.06 0.09 B037-B034 B037 B034 8 355.71 0.0027 0.008 0.70 0.06 0.10 B038-B035 B038 B035 8 166.70 0.0024 0.004 0.57 0.05 0.07 B039-B002 B039 B002 8 241.67 0.0020 0.005 0.54 0.06 0.08 B040-B039 B040 B039 8 97.74 0.0024 0.001 0.40 0.03 0.04 B041-B019 B041 B019 10 261.62 0.0034 0.016 0.93 0.08 0.10 B045-B019 B045 B019 8 55.20 0.0011 0.175 1.23 0.40 0.60 C001-I017A C001 I017A 15 299.35 0.0015 0.700 1.96 0.58 0.46 C002-C003 C002 C003 8 248.27 0.0131 0.011 1.34 0.05 0.08 C003-C005 C003 C005 8 352.17 0.0024 0.085 1.36 0.21 0.32 C004-C058 C004 C058 12 10.63 0.0085 0.000 0.00 0.00 0.00 C004-I044 C004 I044 12 338.54 0.0020 0.249 1.68 0.33 0.33 C005-C004 C005 C004 8 350.88 0.0024 0.085 1.37 0.21 0.32 C006-C004 C006 C004 12 338.27 0.0040 0.152 1.86 0.22 0.22 C007-I102 C007 I102 18 315.96 0.0015 1.720 2.47 0.88 0.59 C008-C007 C008 C007 15 611.45 0.0026 1.720 3.01 0.85 0.68 C009-C008 C009 C008 15 16.65 0.0024 1.720 2.47 0.56 0.45 C010-D012 C010 D012 8 291.77 0.0049 0.038 1.39 0.12 0.18 C011-C010 C011 C010 8 299.80 0.0048 0.031 1.30 0.11 0.16 C012A-C001 C012A C001 12 236.19 0.0012 0.257 1.40 0.39 0.39 C012-C001 C012 C001 12 261.24 0.0015 0.359 1.66 0.44 0.44 Model Results - Future Peak Wet Weather Flow (PWWF) Scenario Appendix 3 - Capacity Analysis - Model Results 64
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Future Peak Wet Weather Flow (PWWF) Scenario C013A-C012A C013A C012A 10 274.22 0.0010 0.257 1.29 0.46 0.55 C013-C012 C013 C012 12 240.25 0.0013 0.353 1.55 0.46 0.46 C014-C013 C014 C013 12 130.42 0.0015 0.352 1.67 0.43 0.43 C015-C014 C015 C014 12 153.36 0.0015 0.352 1.66 0.44 0.44 C016-C015 C016 C015 12 185.94 0.0015 0.352 1.66 0.44 0.44 C017-C016 C017 C016 12 220.85 0.0015 0.350 1.65 0.44 0.44 C019-C013A C019 C013A 8 328.40 0.0116 0.060 2.16 0.12 0.18 C020-C019 C020 C019 8 252.66 0.0137 0.006 1.17 0.04 0.06 C021-C019 C021 C019 8 240.65 0.0040 0.039 1.31 0.13 0.19 C022-C021 C022 C021 8 151.67 0.0039 0.035 1.25 0.12 0.18 C023-C022 C023 C022 8 164.99 0.0089 0.005 0.94 0.04 0.06 C024-C022 C024 C022 8 227.08 0.0040 0.026 1.16 0.10 0.16 C026-C013A C026 C013A 12 285.83 0.0011 0.197 1.24 0.35 0.35 C027-C026 C027 C026 8 244.16 0.0043 0.189 2.10 0.28 0.42 C028-C027 C028 C027 8 262.35 0.0040 0.169 1.98 0.27 0.40 C029-C028 C029 C028 8 263.41 0.0040 0.135 1.86 0.24 0.36 C030-C029 C030 C029 8 257.33 0.0035 0.073 1.50 0.18 0.27 C031-C030 C031 C030 8 43.34 0.1324 0.069 5.29 0.07 0.11 C032-C031 C032 C031 8 143.13 0.0037 0.060 1.44 0.16 0.24 C033-C032 C033 C032 8 109.37 0.0038 0.059 1.44 0.16 0.24 C034-C033 C034 C033 8 172.49 0.0035 0.057 1.39 0.16 0.24 C035-C034 C035 C034 8 166.57 0.0036 0.054 1.39 0.15 0.23 C036-C035 C036 C035 8 237.82 0.0037 0.044 1.31 0.14 0.21 C037-C026 C037 C026 10 210.25 0.0017 0.008 0.58 0.07 0.08 C038-C027 C038 C027 8 268.21 0.0035 0.018 1.00 0.09 0.13 C039-C028 C039 C028 8 265.19 0.0036 0.032 1.19 0.12 0.18 C040-C029 C040 C029 8 271.91 0.0027 0.057 1.28 0.17 0.25 C041-C031 C041 C031 8 329.44 0.0056 0.009 0.95 0.06 0.09 C042-C041 C042 C041 8 149.57 0.0067 0.004 0.81 0.04 0.06 C043-C029 C043 C029 8 251.52 0.0084 0.003 0.81 0.03 0.05 C044-C030 C044 C030 8 211.72 0.0100 0.005 0.95 0.04 0.06 C045-C035 C045 C035 8 204.04 0.0064 0.008 0.94 0.05 0.08 C046-C047 C046 C047 8 308.01 0.0015 0.030 0.86 0.14 0.21 C047-C048 C047 C048 8 39.28 0.0214 0.044 2.45 0.09 0.13 C048-D014 C048 D014 8 348.69 0.0024 0.044 1.13 0.15 0.23 C049-C045 C049 C045 8 40.09 0.0055 0.006 0.82 0.05 0.07 C051-C011 C051 C011 8 156.72 0.0047 0.011 0.94 0.07 0.10 C052-C024 C052 C024 8 241.48 0.0039 0.015 0.98 0.08 0.12 C053-C052 C053 C052 8 295.90 0.0072 0.008 1.00 0.05 0.08 C054-C052 C054 C052 8 141.95 0.0039 0.003 0.60 0.04 0.06 C055-C024 C055 C024 8 139.43 0.0040 0.006 0.74 0.05 0.08 C056-C046 C056 C046 8 184.19 0.0005 0.010 0.41 0.11 0.16 C057-I051 C057 I051 12 314.01 0.0023 0.003 0.49 0.04 0.04 C058-C057 C058 C057 12 8.29 0.0084 0.000 0.00 0.00 0.00 C800-C017 C800 C017 12 113.47 0.0015 0.327 1.62 0.42 0.42 C806-C037 C806 C037 8 324.10 0.0013 0.007 0.52 0.07 0.11 C809-C038 C809 C038 8 265.63 0.0037 0.014 0.94 0.08 0.12 C812-C039 C812 C039 8 267.35 0.0036 0.028 1.15 0.11 0.17 C813-C040 C813 C040 8 263.35 0.0029 0.054 1.27 0.16 0.24 D001-C006 D001 C006 12 304.59 0.0040 0.140 1.82 0.21 0.21 D002-D090 D002 D090 10 83.50 0.0020 0.000 0.00 0.00 0.00 D003-D002 D003 D002 10 254.66 0.0020 0.000 0.00 0.00 0.00 D004-D091 D004 D091 10 260.32 0.0022 0.197 1.63 0.31 0.38 D005-D004 D005 D004 10 330.67 0.0021 0.197 1.62 0.31 0.38 D006-D005 D006 D005 10 342.70 0.0020 0.197 1.58 0.32 0.38 D007-D006 D007 D006 10 329.85 0.0020 0.020 0.82 0.10 0.12 Appendix 3 - Capacity Analysis - Model Results 65
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Future Peak Wet Weather Flow (PWWF) Scenario D008-D007 D008 D007 10 141.22 0.0019 0.018 0.78 0.10 0.12 D009-D008 D009 D008 10 183.07 0.0021 0.003 0.48 0.04 0.05 D010-D009 D010 D009 10 332.49 0.0020 0.003 0.47 0.04 0.05 D011-D001 D011 D001 10 291.10 0.0025 0.013 0.78 0.08 0.09 D012-D011 D012 D011 10 286.24 0.0025 0.001 0.30 0.02 0.02 D012-D098 D012 D098 10 293.36 0.0036 0.127 1.72 0.22 0.26 D013-D012 D013 D012 10 248.54 0.0026 0.087 1.38 0.20 0.24 D014-D013 D014 D013 10 247.66 0.0025 0.085 1.35 0.20 0.23 D015-D014 D015 D014 10 287.62 0.0025 0.035 1.04 0.13 0.15 D016-D015 D016 D015 10 291.68 0.0025 0.030 1.00 0.12 0.14 D018-D031 D018 D031 15 404.98 0.0011 0.960 1.90 0.76 0.61 D020-D018 D020 D018 15 395.03 0.0020 0.952 2.38 0.63 0.50 D021-D020 D021 D020 15 434.75 0.0018 0.949 2.30 0.65 0.52 D022A-D022 D022A D022 12 297.71 0.0067 0.803 3.57 0.46 0.46 D022-D021 D022 D021 15 388.37 0.0021 0.938 2.42 0.61 0.49 D023-D016 D023 D016 8 107.86 0.0045 0.009 0.89 0.06 0.09 D024-D023 D024 D023 10 325.46 0.0020 0.009 0.64 0.07 0.08 D025-D022 D025 D022 8 24.54 0.1663 0.131 6.96 0.09 0.14 D025-D023 D025 D023 8 12.47 0.0024 0.000 0.00 0.00 0.00 D026-D025 D026 D025 8 255.56 0.0026 0.131 1.59 0.26 0.39 D027A-D026 D027A D026 8 79.62 0.0069 0.127 2.24 0.20 0.30 D027-D027A D027 D027A 8 169.81 0.0032 0.127 1.69 0.25 0.37 D028-D027 D028 D027 8 218.28 0.0041 0.110 1.78 0.21 0.32 D029-D028 D029 D028 8 153.07 0.0018 0.097 1.29 0.25 0.37 D030-D029 D030 D029 8 273.60 0.0024 0.088 1.38 0.22 0.33 D031-C009 D031 C009 15 118.99 0.0075 1.720 4.51 0.61 0.49 D032-D031 D032 D031 15 325.61 0.0020 0.758 2.25 0.55 0.44 D033-D032 D033 D032 12 248.97 0.0020 0.483 2.00 0.48 0.48 D034-D033 D034 D033 12 340.84 0.0020 0.483 2.00 0.48 0.48 D035-D034 D035 D034 12 331.40 0.0021 0.483 2.02 0.48 0.48 D036-D035 D036 D035 12 478.18 0.0020 0.474 1.99 0.48 0.48 D037-D036 D037 D036 12 427.81 0.0020 0.472 1.99 0.47 0.47 D038-D032 D038 D032 8 150.39 0.0091 0.075 2.12 0.14 0.21 D039-D038 D039 D038 8 223.98 0.0040 0.066 1.53 0.16 0.25 D040-D039 D040 D039 8 217.89 0.0017 0.052 1.05 0.18 0.27 D041-D040 D041 D040 8 217.47 0.0032 0.043 1.25 0.14 0.21 D042-D041 D042 D041 8 140.39 0.0034 0.037 1.22 0.13 0.19 D043-D042 D043 D042 8 206.59 0.0039 0.037 1.28 0.12 0.19 D044-D043 D044 D043 8 24.37 0.0189 0.021 1.87 0.06 0.10 D045-D038 D045 D038 6 342.74 0.0199 0.009 1.52 0.05 0.09 D046-D006 D046 D006 8 101.71 0.0286 0.177 4.08 0.16 0.25 D047-D046 D047 D046 8 59.27 0.0034 0.176 1.89 0.29 0.43 D048-D047 D048 D047 8 274.19 0.0032 0.134 1.72 0.25 0.38 D049-D048 D049 D048 8 59.50 0.0032 0.125 1.69 0.24 0.36 D050-D049 D050 D049 8 290.24 0.0032 0.109 1.62 0.22 0.34 D051-D050 D051 D050 8 37.51 0.0032 0.079 1.48 0.19 0.29 D052-D051 D052 D051 8 166.67 0.0031 0.048 1.27 0.15 0.22 D053-D052 D053 D052 8 195.64 0.0041 0.046 1.38 0.14 0.20 D054-D053 D054 D053 8 346.91 0.0032 0.016 0.93 0.09 0.13 D055-D054 D055 D054 8 349.45 0.0033 0.010 0.81 0.07 0.10 D056-D055 D056 D055 8 353.38 0.0031 0.005 0.65 0.05 0.08 D057-D050 D057 D050 8 252.07 0.0024 0.029 1.00 0.12 0.18 D058-D057 D058 D057 8 263.26 0.0024 0.025 0.95 0.11 0.17 D059-D058 D059 D058 8 263.11 0.0024 0.018 0.87 0.10 0.15 D060-D059 D060 D059 8 263.54 0.0024 0.012 0.77 0.08 0.12 D061-D060 D061 D060 8 309.54 0.0032 0.005 0.64 0.05 0.07 Appendix 3 - Capacity Analysis - Model Results 66
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Future Peak Wet Weather Flow (PWWF) Scenario D062-D047 D062 D047 8 239.89 0.0033 0.038 1.22 0.13 0.20 D063-D062 D063 D062 8 259.25 0.0031 0.016 0.92 0.09 0.13 D064-D049 D064 D049 8 177.14 0.0031 0.016 0.92 0.09 0.13 D065-D064 D065 D064 8 198.08 0.0032 0.010 0.81 0.07 0.10 D067-D051 D067 D051 8 251.85 0.0031 0.031 1.13 0.12 0.18 D068-D067 D068 D067 8 255.94 0.0032 0.031 1.13 0.12 0.18 D069-D070 D069 D070 8 269.63 0.0020 0.018 0.81 0.10 0.15 D070-D071 D070 D071 8 254.91 0.0020 0.023 0.88 0.12 0.17 D071-D072 D071 D072 8 257.29 0.0020 0.027 0.92 0.12 0.19 D072-D073 D072 D073 8 209.73 0.0020 0.032 0.97 0.14 0.21 D073-D074 D073 D074 8 264.21 0.0020 0.051 1.10 0.17 0.26 D074-D030 D074 D030 8 81.80 0.0006 0.071 0.79 0.28 0.42 D075-D074 D075 D074 8 228.15 0.0024 0.015 0.83 0.09 0.14 D081-D073 D081 D073 8 184.78 0.0025 0.019 0.90 0.10 0.15 D082-D081 D082 D081 8 255.40 0.0020 0.016 0.79 0.10 0.15 D083-D082 D083 D082 8 256.66 0.0020 0.012 0.72 0.08 0.13 D084-D083 D084 D083 8 256.91 0.0036 0.009 0.81 0.06 0.09 D085-D084 D085 D084 8 250.72 0.0024 0.004 0.54 0.05 0.07 D086-D008 D086 D008 8 246.07 0.0040 0.013 0.95 0.08 0.11 D086-D008A D008A D008 8 185.17 0.0231 0.002 0.96 0.02 0.03 D087-D086 D087 D086 8 305.42 0.0040 0.009 0.85 0.06 0.10 D090-D001 D090 D001 8 17.57 0.0023 0.127 1.50 0.27 0.40 D091-D003 D091 D003 10 69.11 0.0007 0.000 0.00 0.00 0.00 D091-D032 D091 D032 10 8.94 0.0022 0.197 1.65 0.31 0.37 D092-D074 D092 D074 8 334.36 0.0024 0.005 0.58 0.05 0.08 D093-D059 D093 D059 8 158.00 0.0032 0.004 0.61 0.04 0.07 D094-D058 D094 D058 8 158.90 0.0032 0.004 0.61 0.04 0.07 D095-D057 D095 D057 8 159.26 0.0032 0.004 0.61 0.04 0.07 D096-D071 D096 D071 8 158.64 0.0183 0.004 1.09 0.03 0.04 D097-D070 D097 D070 8 155.79 0.0115 0.004 0.93 0.03 0.05 D098-D090 D098 D090 10 301.60 0.0022 0.127 1.45 0.25 0.30 E001-D010 E001 D010 10 316.10 0.0021 0.000 0.00 0.00 0.00 E001-E003 E001 E003 10 10.42 0.1344 0.055 4.82 0.06 0.07 E002-E001 E002 E001 8 39.33 0.0036 0.021 1.04 0.10 0.14 E003-D037 E003 D037 12 409.94 0.0021 0.459 2.00 0.46 0.46 E005A-E003 E005A E003 12 507.10 0.0041 0.390 2.45 0.35 0.35 E005-E005A E005 E005A 8 17.20 0.0279 0.288 4.65 0.21 0.32 E006-E005 E006 E005 8 286.15 0.0024 0.285 1.87 0.43 0.64 E007-E006 E007 E006 8 286.09 0.0024 0.264 1.84 0.41 0.61 E008-E007 E008 E007 8 283.56 0.0021 0.264 1.73 0.43 0.64 E009-E008 E009 E008 8 17.82 0.0067 0.116 2.16 0.19 0.29 E010-E009 E010 E009 8 168.63 0.0018 0.116 1.34 0.27 0.41 E011-E010 E011 E010 8 15.83 0.0030 0.031 1.11 0.12 0.18 E012-E011 E012 E011 8 317.97 0.0024 0.031 1.02 0.13 0.19 E013-E012 E013 E012 8 309.59 0.0032 0.019 0.97 0.09 0.14 E014-E013 E014 E013 8 202.26 0.0193 0.006 1.31 0.04 0.05 E015-E005A E015 E005A 8 305.23 0.0082 0.095 2.18 0.17 0.25 E016-E015 E016 E015 8 306.48 0.0025 0.085 1.38 0.21 0.32 E017-E016 E017 E016 8 241.83 0.0022 0.073 1.27 0.20 0.30 E018-E017 E018 E017 8 192.34 0.0024 0.017 0.85 0.10 0.14 E019-E018 E019 E018 8 271.24 0.0024 0.015 0.81 0.09 0.13 E020-E019 E020 E019 8 269.46 0.0024 0.013 0.78 0.08 0.12 E021-E020 E021 E020 8 258.84 0.0029 0.010 0.78 0.07 0.11 E022-E021 E022 E021 8 309.40 0.0024 0.004 0.55 0.05 0.07 E023-E021 E023 E021 8 298.27 0.0024 0.004 0.57 0.05 0.07 E024-E023 E024 E023 8 175.78 0.0024 0.002 0.42 0.03 0.05 Appendix 3 - Capacity Analysis - Model Results 67
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Future Peak Wet Weather Flow (PWWF) Scenario E026-D060 E026 D060 8 263.25 0.0024 0.006 0.62 0.06 0.09 E027-E026 E027 E026 8 255.02 0.0024 0.004 0.56 0.05 0.07 E028-E027 E028 E027 8 248.27 0.0024 0.002 0.45 0.03 0.05 E029-D069 E029 D069 8 273.09 0.0023 0.015 0.81 0.09 0.13 E030-E029 E030 E029 8 265.12 0.0028 0.013 0.82 0.08 0.12 E031-E017 E031 E017 8 181.74 0.0037 0.018 1.01 0.09 0.13 E032-E031 E032 E031 8 68.05 0.0035 0.016 0.96 0.09 0.13 E033-E032 E033 E032 8 98.89 0.0023 0.002 0.42 0.03 0.05 E034-E032 E034 E032 8 354.07 0.0024 0.014 0.81 0.09 0.13 E035-E034 E035 E034 8 345.39 0.0024 0.011 0.75 0.08 0.11 E036-E035 E036 E035 8 202.77 0.0024 0.004 0.56 0.05 0.07 E037-E017 E037 E017 8 227.30 0.0023 0.036 1.06 0.14 0.21 E038-E037 E038 E037 8 299.86 0.0024 0.020 0.89 0.10 0.15 E039-E038 E039 E038 8 299.65 0.0024 0.016 0.83 0.09 0.14 E040-E039 E040 E039 8 299.48 0.0021 0.011 0.71 0.08 0.12 E041-E040 E041 E040 8 303.30 0.0027 0.006 0.64 0.06 0.08 E042-E041 E042 E041 8 139.42 0.0025 0.002 0.42 0.03 0.05 E043-E037 E043 E037 8 230.96 0.0076 0.012 1.15 0.06 0.09 E044-E043 E044 E043 8 349.56 0.0024 0.005 0.61 0.06 0.08 E045-E044 E045 E044 8 203.86 0.0024 0.001 0.38 0.03 0.04 E046-E016 E046 E016 8 347.94 0.0024 0.009 0.72 0.07 0.11 E047-E046 E047 E046 8 111.30 0.0023 0.005 0.57 0.05 0.08 E048-E015 E048 E015 8 343.93 0.0102 0.010 1.20 0.05 0.08 E049-E048 E049 E048 8 105.88 0.0025 0.004 0.58 0.05 0.08 E050-E002 E050 E002 8 350.45 0.0034 0.021 1.03 0.10 0.14 E051-E050 E051 E050 8 151.23 0.0040 0.016 1.00 0.08 0.12 E052-E008 E052 E008 8 168.78 0.0010 0.148 1.15 0.37 0.56 E054-E810 E054 E810 8 258.33 0.0020 0.041 1.03 0.15 0.23 E055-E054 E055 E054 8 363.76 0.0024 0.018 0.87 0.10 0.15 E056-E055 E056 E055 8 359.81 0.0024 0.014 0.81 0.09 0.13 E057-E056 E057 E056 8 363.34 0.0024 0.008 0.69 0.07 0.10 E058-E054 E058 E054 8 268.53 0.0020 0.020 0.84 0.11 0.16 E059-E058 E059 E058 8 360.76 0.0020 0.015 0.78 0.10 0.14 E060-E059 E060 E059 8 360.38 0.0020 0.012 0.72 0.08 0.13 E061-E060 E061 E060 8 364.40 0.0020 0.006 0.59 0.06 0.09 E801-E030 E801 E030 8 267.27 0.0020 0.011 0.70 0.08 0.12 E806-E052 E806 E052 8 24.49 0.0010 0.103 1.04 0.30 0.45 E807-E806 E807 E806 8 187.08 0.0008 0.103 0.96 0.32 0.48 E808A-E807 E808A E807 8 358.79 0.0011 0.103 1.07 0.29 0.44 E808-E808A E808 E808A 8 131.23 0.0010 0.103 1.06 0.30 0.45 E809-E808 E809 E808 8 255.48 0.0011 0.085 1.04 0.26 0.39 E810-E809 E810 E809 8 261.87 0.0011 0.046 0.86 0.19 0.29 E811-E810 E811 E810 8 348.96 0.0024 0.005 0.61 0.06 0.08 E812-E811 E812 E811 8 255.53 0.0024 0.003 0.51 0.04 0.06 E833-E058 E833 E058 8 119.97 0.0021 0.001 0.39 0.03 0.05 F002-F001 F002 F001 21 8.05 0.2473 0.027 4.32 0.03 0.02 F003-F002 F003 F002 15 349.22 0.0031 0.027 0.99 0.10 0.08 F004-F003 F004 F003 15 357.41 0.0047 0.007 0.76 0.05 0.04 F005-F004 F005 F004 15 351.22 0.0047 0.007 0.76 0.05 0.04 F006-F800 F006 F800 8 418.39 0.0050 0.031 1.32 0.11 0.16 F007-F006 F007 F006 8 83.80 0.0075 0.031 1.52 0.10 0.15 F008-F007 F008 F007 8 335.84 0.0052 0.017 1.11 0.08 0.12 F009-F008 F009 F008 8 328.78 0.0015 0.007 0.55 0.07 0.10 F011-F001 F011 F001 8 46.69 0.0291 0.016 2.01 0.05 0.08 G001-G001A G001 G001A 8 216.66 0.0027 0.044 1.19 0.15 0.22 G002-G001 G002 G001 8 191.60 0.0020 0.015 0.78 0.10 0.14 Appendix 3 - Capacity Analysis - Model Results 68
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Future Peak Wet Weather Flow (PWWF) Scenario G003-G002 G003 G002 8 164.47 0.0020 0.011 0.70 0.08 0.12 G004-G003 G004 G003 8 281.87 0.0020 0.007 0.60 0.06 0.10 G005-G004 G005 G004 8 298.34 0.0020 0.007 0.61 0.06 0.10 G006-G005 G006 G005 8 169.64 0.0020 0.002 0.43 0.04 0.06 G007-G012 G007 G012 8 134.80 0.0040 0.002 0.51 0.03 0.04 G008-G001 G008 G001 8 106.31 0.0029 0.029 1.07 0.12 0.18 G009-G008 G009 G008 8 321.87 0.0023 0.024 0.93 0.11 0.17 G010-G009 G010 G009 8 245.00 0.0020 0.021 0.86 0.11 0.17 G011-G010 G011 G010 8 261.41 0.0020 0.017 0.79 0.10 0.15 G012-G011 G012 G011 8 88.58 0.0019 0.013 0.74 0.09 0.13 G013-G012 G013 G012 8 327.73 0.0020 0.012 0.71 0.08 0.13 G014-G013 G014 G013 8 328.54 0.0020 0.007 0.62 0.07 0.10 G015-G009 G015 G009 8 196.50 0.0039 0.003 0.60 0.04 0.06 G016-G008 G016 G008 8 33.09 0.0181 0.001 0.80 0.02 0.03 G801-G014 G801 G014 8 121.87 0.0021 0.002 0.45 0.04 0.06 H010-H002 H010 H002 12 11.95 0.1163 0.552 8.93 0.18 0.18 H011-H010 H011 H010 10 298.95 0.0020 0.250 1.68 0.36 0.44 H013-H011 H013 H011 10 285.32 0.0019 0.245 1.65 0.36 0.44 H015-H013 H015 H013 10 288.22 0.0016 0.241 1.53 0.38 0.46 H016-H015 H016 H015 10 342.70 0.0018 0.238 1.61 0.36 0.44 H017-H016 H017 H016 10 189.85 0.0020 0.238 1.66 0.36 0.43 H018-H017 H018 H017 10 163.53 0.0020 0.224 1.65 0.34 0.41 H019A-H018 H019A H018 10 105.19 0.0021 0.209 1.64 0.33 0.39 H019-H019A H019 H019A 10 244.75 0.0020 0.209 1.62 0.33 0.39 H020-H019 H020 H019 10 349.29 0.0020 0.209 1.62 0.33 0.40 H021-H020 H021 H020 10 75.24 0.0021 0.209 1.63 0.33 0.39 H022-H021 H022 H021 10 72.48 0.0017 0.194 1.48 0.33 0.40 H023-H010 H023 H010 8 62.07 0.0169 0.302 3.93 0.25 0.37 H024-H023 H024 H023 8 558.60 0.0163 0.163 3.26 0.18 0.27 H024-H025 H024 H025 10 245.01 0.0018 0.056 1.07 0.17 0.21 H025-H026 H025 H026 10 260.18 0.0012 0.088 1.04 0.24 0.29 H026-H027 H026 H027 10 279.48 0.0012 0.093 1.06 0.25 0.30 H027-H028 H027 H028 10 112.54 0.0013 0.104 1.15 0.25 0.30 H028-H029 H028 H029 10 257.18 0.0017 0.191 1.49 0.33 0.39 H029-H030 H029 H030 10 368.36 0.0012 0.206 1.34 0.37 0.45 H030-H031 H030 H031 10 371.57 0.0012 0.216 1.34 0.39 0.47 H031-I012 H031 I012 10 217.20 0.0018 0.218 1.59 0.34 0.41 H037-H105 H037 H105 10 143.48 0.0012 0.200 1.32 0.37 0.45 H038-H037 H038 H037 8 255.33 0.0020 0.009 0.66 0.08 0.11 H039-H038 H039 H038 8 221.94 0.0023 0.004 0.56 0.05 0.08 H040-H037 H040 H037 10 176.19 0.0013 0.189 1.32 0.35 0.42 H041-H040 H041 H040 10 180.57 0.0011 0.186 1.25 0.37 0.44 H042-H041 H042 H041 10 208.95 0.0013 0.182 1.33 0.34 0.41 H043-H042 H043 H042 10 348.08 0.0012 0.180 1.29 0.35 0.42 H044-H043 H044 H043 8 263.66 0.0024 0.023 0.94 0.11 0.17 H045-H044 H045 H044 8 105.25 0.0025 0.018 0.87 0.10 0.14 H046-H045 H046 H045 8 185.11 0.0024 0.015 0.82 0.09 0.14 H047-H046 H047 H046 8 256.71 0.0024 0.010 0.72 0.07 0.11 H048-H047 H048 H047 8 257.07 0.0024 0.007 0.64 0.06 0.09 H049-H048 H049 H048 8 76.99 0.0025 0.001 0.36 0.02 0.04 H050-H043 H050 H043 10 370.83 0.0012 0.152 1.22 0.32 0.38 H051-H050 H051 H050 10 173.91 0.0012 0.098 1.09 0.25 0.30 H052-H051 H052 H051 8 31.75 0.0025 0.096 1.44 0.22 0.34 H053-H052 H053 H052 8 367.94 0.0049 0.017 1.09 0.08 0.12 H054-H053 H054 H053 8 349.15 0.0024 0.012 0.76 0.08 0.12 H055-H054 H055 H054 8 356.63 0.0024 0.007 0.65 0.06 0.09 Appendix 3 - Capacity Analysis - Model Results 69
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Future Peak Wet Weather Flow (PWWF) Scenario H056-H050 H056 H050 8 120.40 0.0098 0.048 1.91 0.11 0.17 H057-H056 H057 H056 8 111.24 0.0058 0.048 1.58 0.13 0.19 H058-H057 H058 H057 8 202.28 0.0042 0.005 0.72 0.05 0.07 H059-H058 H059 H058 8 156.47 0.0025 0.003 0.51 0.04 0.06 H060-H044 H060 H044 8 295.35 0.0040 0.004 0.67 0.04 0.07 H061-H045 H061 H045 8 102.73 0.0024 0.003 0.49 0.04 0.06 H062-H046 H062 H046 8 154.62 0.0041 0.004 0.65 0.04 0.06 H063-H047 H063 H047 8 140.27 0.0040 0.003 0.63 0.04 0.06 H064-H048 H064 H048 8 139.81 0.0040 0.003 0.63 0.04 0.06 H065-H106 H065 H106 10 180.62 0.0013 0.079 1.05 0.22 0.27 H066-H065 H066 H065 8 250.93 0.0072 0.022 1.35 0.08 0.12 H067-H066 H067 H066 8 348.08 0.0024 0.018 0.87 0.10 0.15 H068A-H068 H068A H068 8 251.25 0.0024 0.005 0.59 0.05 0.08 H068B-H068A H068B H068A 8 465.67 0.0060 0.003 0.73 0.04 0.05 H068-H067 H068 H067 8 312.25 0.0024 0.016 0.83 0.09 0.14 H069-H068 H069 H068 8 389.36 0.0042 0.006 0.75 0.05 0.08 H070-H065 H070 H065 8 71.63 0.0020 0.057 1.13 0.18 0.27 H071-H070 H071 H070 8 244.58 0.0020 0.052 1.12 0.17 0.26 H072-H071 H072 H071 8 327.00 0.0020 0.042 1.05 0.16 0.23 H073-H072 H073 H072 8 259.59 0.0018 0.035 0.96 0.15 0.22 H074-H073 H074 H073 8 251.92 0.0023 0.016 0.84 0.09 0.14 H075-H074 H075 H074 8 179.86 0.0026 0.012 0.78 0.08 0.12 H076-H075 H076 H075 8 270.02 0.0060 0.007 0.88 0.05 0.07 H077-H076 H077 H076 8 140.40 0.0061 0.001 0.55 0.02 0.03 H078-H075 H078 H075 8 281.19 0.0023 0.005 0.58 0.05 0.08 H079-H076 H079 H076 8 143.56 0.0100 0.003 0.87 0.03 0.05 H080-H071 H080 H071 8 224.74 0.0020 0.006 0.60 0.06 0.09 H081-H080 H081 H080 8 260.17 0.0024 0.005 0.60 0.05 0.08 H082-H073 H082 H073 8 329.25 0.0024 0.007 0.64 0.06 0.09 H083-B021 H083 B021 8 54.69 0.0035 0.091 1.59 0.20 0.30 H084-H083 H084 H083 8 227.00 0.0030 0.075 1.42 0.19 0.28 H085-H084 H085 H084 8 193.57 0.0024 0.072 1.31 0.19 0.29 H086-H085 H086 H085 8 21.87 0.0018 0.069 1.17 0.21 0.31 H087-H086 H087 H086 8 208.71 0.0024 0.051 1.17 0.16 0.25 H088-H087 H088 H087 8 122.13 0.0024 0.048 1.16 0.16 0.24 H089-H088 H089 H088 8 107.80 0.0022 0.046 1.12 0.16 0.24 H090-H089 H090 H089 8 77.79 0.0015 0.042 0.95 0.17 0.25 H091-H090 H091 H090 8 27.03 0.0037 0.033 1.21 0.12 0.18 H092-H091 H092 H091 8 203.17 0.0024 0.025 0.95 0.11 0.17 H093-B023 H093 B023 8 400.45 0.0042 0.021 1.11 0.09 0.14 H094-H093 H094 H093 8 399.49 0.0038 0.011 0.89 0.07 0.11 H095-B026A H095 B026A 8 153.64 0.0043 0.004 0.68 0.04 0.06 H096-H095 H096 H095 8 85.04 0.0025 0.004 0.56 0.05 0.07 H097-B003 H097 B003 8 373.62 0.0024 0.015 0.82 0.09 0.14 H098-H097 H098 H097 8 166.59 0.0024 0.004 0.55 0.05 0.07 H099-H097 H099 H097 8 267.45 0.0151 0.007 1.23 0.04 0.06 H100-H099 H100 H099 8 148.76 0.0176 0.001 0.76 0.02 0.03 H101-H074 H101 H074 8 224.48 0.0020 0.003 0.49 0.05 0.07 H102-B001 H102 B001 8 198.54 0.0060 0.003 0.72 0.04 0.05 H103-H099 H103 H099 8 165.05 0.0070 0.004 0.83 0.04 0.06 H105-H024 H105 H024 10 300.94 0.0013 0.204 1.38 0.36 0.44 H106-H052 H106 H052 10 141.56 0.0011 0.079 1.00 0.23 0.28 H107-B005 H107 B005 8 284.80 0.0051 0.004 0.69 0.04 0.06 I001-I018 I001 I018 21 12.41 0.0073 1.255 3.99 0.45 0.26 I002-I001 I002 I001 12 343.56 0.0020 0.060 1.12 0.16 0.16 I003-I002 I003 I002 12 300.48 0.0020 0.060 1.11 0.16 0.16 Appendix 3 - Capacity Analysis - Model Results 70
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Future Peak Wet Weather Flow (PWWF) Scenario I004-I003 I004 I003 12 351.75 0.0029 0.060 1.27 0.15 0.15 I005-I004 I005 I004 12 323.79 0.0020 0.042 0.99 0.14 0.14 I006-I005 I006 I005 12 4.86 0.0021 0.019 0.80 0.09 0.09 I007-I006 I007 I006 12 324.77 0.0020 0.019 0.79 0.09 0.09 I008-I007 I008 I007 12 135.46 0.0018 0.004 0.47 0.05 0.05 I009-I008 I009 I008 12 184.21 0.0021 0.000 0.00 0.00 0.00 I009-I023 I009 I023 12 10.72 0.0028 0.334 2.05 0.36 0.36 I010-I023 I010 I023 21 14.45 0.0021 1.974 2.88 0.79 0.45 I011-I010 I011 I010 10 330.03 0.0037 0.066 1.45 0.16 0.19 I012-I001 I012 I001 15 8.49 -0.0059 1.195 1.51 1.25 1.00 I013-I012 I013 I012 15 343.95 0.0017 0.976 2.25 0.67 0.54 I014-I013 I014 I013 15 351.61 0.0017 0.869 2.18 0.63 0.50 I015-I014 I015 I014 15 69.58 0.0017 0.869 2.19 0.62 0.50 I016A-I016 I016A I016 15 350.07 0.0015 0.849 2.07 0.64 0.51 I016B-I016A I016B I016A 15 68.68 0.0015 0.849 2.04 0.65 0.52 I016-I015 I016 I015 15 278.72 0.0015 0.849 2.07 0.64 0.51 I017A-I017 I017A I017 15 288.74 0.0015 0.700 1.98 0.57 0.46 I017B-I016B I017B I016B 15 248.61 0.0015 0.849 2.06 0.64 0.51 I017-I017B I017 I017B 15 322.02 0.0015 0.849 2.07 0.64 0.51 I019-I018 I019 I018 24 534.85 0.0015 3.377 2.93 1.11 0.55 I020-I019 I020 I019 24 460.59 0.0013 3.377 2.76 1.16 0.58 I021-I006 I021 I006 12 11.22 0.0006 0.000 0.00 0.00 0.00 I021-I020 I021 I020 24 329.35 0.0018 3.355 3.10 1.05 0.53 I022-I021 I022 I021 21 458.96 0.0014 3.037 2.77 1.16 0.66 I023-I022 I023 I022 21 185.80 0.0014 2.995 2.73 1.16 0.66 I024-I023 I024 I023 12 411.81 0.0036 0.687 2.73 0.50 0.50 I025-I004 I025 I004 8 318.34 0.0024 0.018 0.87 0.10 0.15 I026-I025 I026 I025 8 331.20 0.0024 0.010 0.72 0.07 0.11 I027-I026 I027 I026 8 341.53 0.0024 0.007 0.67 0.06 0.10 I028-I027 I028 I027 8 125.19 0.0090 0.004 0.89 0.04 0.05 I029-I005 I029 I005 8 316.51 0.0024 0.023 0.93 0.11 0.17 I030-I029 I030 I029 8 329.03 0.0024 0.017 0.86 0.10 0.15 I031-I030 I031 I030 8 330.33 0.0024 0.010 0.72 0.07 0.11 I032-I031 I032 I031 8 202.53 0.0024 0.004 0.56 0.05 0.07 I033-I007 I033 I007 8 314.33 0.0024 0.015 0.83 0.09 0.14 I034-I033 I034 I033 8 329.41 0.0024 0.015 0.83 0.09 0.14 I035-I034 I035 I034 8 331.58 0.0024 0.010 0.73 0.07 0.11 I036-I035 I036 I035 8 265.34 0.0023 0.005 0.58 0.05 0.08 I037-I009 I037 I009 12 314.91 0.0013 0.330 1.55 0.44 0.44 I038-I037 I038 I037 12 336.29 0.0022 0.328 1.87 0.38 0.38 I039-I038 I039 I038 12 325.20 0.0019 0.325 1.76 0.39 0.39 I040-I039 I040 I039 12 255.16 0.0018 0.323 1.74 0.39 0.39 I041-I040 I041 I040 12 405.24 0.0018 0.320 1.73 0.39 0.39 I042-I041 I042 I041 12 59.91 0.0024 0.320 1.92 0.36 0.36 I043-I042 I043 I042 12 273.24 0.0024 0.251 1.79 0.32 0.32 I044-I043 I044 I043 12 317.06 0.0012 0.249 1.38 0.39 0.39 I045-I009 I045 I009 12 300.87 0.0021 0.003 0.47 0.04 0.04 I046-I045 I046 I045 12 309.89 0.0021 0.003 0.48 0.04 0.04 I047-I046 I047 I046 12 326.42 0.0020 0.003 0.47 0.04 0.04 I048-I047 I048 I047 12 273.76 0.0024 0.003 0.50 0.04 0.04 I049-I048 I049 I048 12 411.14 0.0016 0.003 0.43 0.04 0.04 I050-I049 I050 I049 12 342.23 0.0020 0.003 0.47 0.04 0.04 I051-I050 I051 I050 12 329.16 0.0019 0.003 0.46 0.04 0.04 I052-I042 I052 I042 8 89.58 0.0036 0.068 1.48 0.17 0.26 I053-I052 I053 I052 8 157.22 0.0024 0.068 1.28 0.19 0.29 I054-I053 I054 I053 8 365.30 0.0024 0.011 0.76 0.08 0.12 Appendix 3 - Capacity Analysis - Model Results 71
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Future Peak Wet Weather Flow (PWWF) Scenario I055-I054 I055 I054 8 197.30 0.0024 0.007 0.66 0.06 0.09 I056-I055 I056 I055 8 157.27 0.0024 0.004 0.53 0.05 0.07 I057-I056 I057 I056 8 121.50 0.0040 0.004 0.64 0.04 0.06 I058-I053 I058 I053 8 143.04 0.0024 0.049 1.16 0.16 0.24 I059-I058 I059 I058 8 206.48 0.0025 0.043 1.14 0.15 0.22 I060-I059 I060 I059 8 40.25 0.0025 0.041 1.12 0.15 0.22 I061-I060 I061 I060 8 112.20 0.0023 0.039 1.08 0.14 0.22 I062-I061 I062 I061 8 42.83 0.0210 0.039 2.34 0.08 0.13 I063-I062 I063 I062 8 124.59 0.0023 0.036 1.06 0.14 0.21 I064-I063 I064 I063 8 28.31 0.0035 0.036 1.22 0.13 0.19 I065-I064 I065 I064 8 110.72 0.0024 0.032 1.04 0.13 0.19 I066-I065 I066 I065 8 239.17 0.0024 0.026 0.97 0.12 0.18 I067-I066 I067 I066 8 200.61 0.0024 0.014 0.81 0.09 0.13 I068-I067 I068 I067 8 287.48 0.0039 0.005 0.70 0.05 0.07 I069-I054 I069 I054 8 149.46 0.0040 0.004 0.68 0.04 0.07 I070-I055 I070 I055 8 106.00 0.0040 0.004 0.64 0.04 0.06 I071-I058 I071 I058 8 16.37 0.0024 0.002 0.46 0.04 0.05 I072-I059 I072 I059 8 75.20 0.0024 0.002 0.45 0.03 0.05 I073-I066 I073 I066 8 185.87 0.0040 0.008 0.80 0.06 0.09 I074-I073 I074 I073 8 62.76 0.0024 0.005 0.58 0.05 0.08 I075-I073 I075 I073 8 69.34 0.0025 0.003 0.50 0.04 0.06 I076-I067 I076 I067 8 142.84 0.0037 0.005 0.68 0.05 0.07 I077-I076 I077 I076 8 66.32 0.0047 0.005 0.74 0.05 0.07 I078-I104 I078 I104 8 190.95 0.0036 0.173 1.93 0.28 0.42 I079-I078 I079 I078 8 241.08 0.0036 0.173 1.93 0.28 0.42 I080-I079 I080 I079 8 306.02 0.0115 0.026 1.67 0.08 0.12 I081-I080 I081 I080 8 304.94 0.0031 0.020 0.98 0.10 0.15 I082-I081 I082 I081 8 349.48 0.0037 0.015 0.96 0.08 0.12 I083-I082 I083 I082 8 197.65 0.0084 0.009 1.10 0.05 0.08 I084-I011 I084 I011 8 315.30 0.0036 0.015 0.95 0.08 0.12 I085-I084 I085 I084 8 330.76 0.0036 0.010 0.84 0.07 0.10 I086-I085 I086 I085 8 256.16 0.0036 0.005 0.68 0.05 0.07 I087-I013 I087 I013 8 45.32 0.0040 0.065 1.52 0.16 0.25 I088-I087 I088 I087 8 60.16 0.0815 0.065 4.39 0.08 0.12 I089-I088 I089 I088 8 191.60 0.0041 0.065 1.53 0.16 0.24 I090-I089 I090 I089 8 288.00 0.0048 0.013 1.01 0.07 0.11 I091-I089 I091 I089 8 222.07 0.0058 0.032 1.41 0.11 0.16 I092-I015 I092 I015 8 166.50 0.0171 0.020 1.80 0.07 0.10 I093-I092 I093 I092 8 229.14 0.0040 0.013 0.94 0.07 0.11 I094-I093 I094 I093 8 228.00 0.0040 0.010 0.87 0.07 0.10 I095-I092 I095 I092 8 360.95 0.0040 0.004 0.67 0.04 0.07 I096-I094 I096 I094 8 296.98 0.0060 0.003 0.67 0.03 0.05 I096-I095 I096 I095 8 333.17 0.0061 0.003 0.68 0.03 0.05 I098-I043 I098 I043 8 119.75 0.0023 0.003 0.48 0.04 0.06 I099-I034 I099 I034 8 120.83 0.0118 0.000 0.00 0.00 0.00 I102-I103 I102 I103 18 350.40 0.0015 1.724 2.47 0.88 0.59 I103-I104 I103 I104 18 325.41 0.0015 1.724 2.44 0.89 0.59 I104-I105 I104 I105 18 425.90 0.0020 1.898 2.80 0.86 0.57 I105-I106 I105 I106 18 234.72 0.0020 1.900 2.79 0.86 0.58 I106-I107 I106 I107 18 322.16 0.0021 1.900 2.85 0.85 0.57 I107-I108 I107 I108 18 337.56 0.0020 1.903 2.80 0.86 0.57 I108-I010 I108 I010 18 308.66 0.0020 1.905 2.82 0.86 0.57 J001-I011 J001 I011 10 303.57 0.0036 0.051 1.33 0.14 0.17 J002-J001 J002 J001 10 98.40 0.0037 0.029 1.13 0.11 0.13 J003-J002 J003 J002 10 258.16 0.0036 0.020 1.01 0.09 0.11 J004-J003 J004 J003 10 320.21 0.0036 0.000 0.00 0.00 0.00 Appendix 3 - Capacity Analysis - Model Results 72
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Future Peak Wet Weather Flow (PWWF) Scenario J004-J015 J004 J015 12 6.48 0.0031 0.436 2.29 0.40 0.40 J005-J004 J005 J004 10 264.92 0.0030 0.363 2.16 0.40 0.48 J006-J005 J006 J005 10 45.47 0.0026 0.358 2.06 0.41 0.49 J007-J006 J007 J006 10 168.40 0.0050 0.355 2.60 0.34 0.41 J008-J007 J008 J007 10 203.96 0.0024 0.355 1.98 0.42 0.51 J009-J008 J009 J008 10 329.72 0.0025 0.335 1.99 0.40 0.48 J010A-J010 J010A J010 8 265.27 0.0100 0.006 1.00 0.04 0.06 J010B-J010A J010B J010A 8 247.90 0.0042 0.004 0.66 0.04 0.06 J010-J009 J010 J009 10 201.30 0.0023 0.335 1.93 0.41 0.49 J011-J010 J011 J010 10 148.25 0.0025 0.328 1.97 0.40 0.48 J012-J011 J012 J011 10 350.80 0.0025 0.327 1.96 0.40 0.48 J013-I024 J013 I024 12 329.16 0.0037 0.687 2.75 0.49 0.49 J013-J002 J013 J002 8 8.36 0.0551 0.009 2.09 0.03 0.05
J014-J013 J014 J013 12 249.33 0.0035 0.441 2.41 0.39 0.39 J015-J014 J015 J014 12 327.85 0.0035 0.441 2.41 0.39 0.39 J016-K002 J016 K002 8 52.58 0.0171 0.006 1.24 0.04 0.06 J017-J016 J017 J016 8 149.18 0.0056 0.005 0.78 0.04 0.06 J018-J017 J018 J017 8 72.17 0.0058 0.004 0.75 0.04 0.06 J019-J018 J019 J018 8 288.63 0.0032 0.003 0.56 0.04 0.06 J020-J001 J020 J001 8 319.06 0.0055 0.022 1.23 0.09 0.13 J021-J020 J021 J020 8 328.97 0.0056 0.019 1.19 0.08 0.12 J022-J021 J022 J021 8 241.41 0.0057 0.016 1.13 0.07 0.11 J023-J003 J023 J003 8 321.77 0.0025 0.015 0.83 0.09 0.13 J024-J023 J024 J023 8 153.56 0.0015 0.010 0.62 0.08 0.13 J025-J024 J025 J024 8 172.31 0.0085 0.008 1.06 0.05 0.07 J026-J023 J026 J023 8 160.02 0.0041 0.003 0.58 0.03 0.05 J027-J004 J027 J004 8 15.20 0.0053 0.062 1.65 0.15 0.22 J028A-J004 J028A J004 8 337.47 0.0142 0.007 1.23 0.04 0.06 J028-J027 J028 J027 8 309.10 0.0040 0.062 1.50 0.16 0.24 J029-J028 J029 J028 8 161.23 0.0030 0.059 1.33 0.17 0.25 J030-J029 J030 J029 8 232.61 0.0024 0.053 1.19 0.17 0.25 J031-J030 J031 J030 8 261.61 0.0020 0.038 1.02 0.15 0.22 J032-J031 J032 J031 8 332.51 0.0024 0.038 1.08 0.14 0.21 J033-J032 J033 J032 8 355.38 0.0024 0.034 1.04 0.13 0.20 J034-J033 J034 J033 8 362.99 0.0024 0.024 0.96 0.11 0.17 J035-J034 J035 J034 8 49.63 0.0202 0.020 1.90 0.06 0.09 J036-J035 J036 J035 8 352.08 0.0030 0.020 0.97 0.10 0.15 J037-J036 J037 J036 8 307.32 0.0024 0.014 0.81 0.09 0.13 J038-J037 J038 J037 8 153.47 0.0030 0.010 0.80 0.07 0.11 J039-J030 J039 J030 8 187.47 0.0025 0.016 0.84 0.09 0.14 J040-J039 J040 J039 8 250.60 0.0024 0.014 0.81 0.09 0.13 J041-J040 J041 J040 8 257.35 0.0024 0.011 0.74 0.08 0.12 J042-I079 J042 I079 8 302.12 0.0036 0.146 1.84 0.25 0.38 J043-J042 J043 J042 8 106.17 0.0036 0.130 1.78 0.24 0.36 J044-J043 J044 J043 8 246.14 0.0037 0.123 1.76 0.23 0.35 J045-J044 J045 J044 8 331.64 0.0036 0.087 1.58 0.19 0.29 J046-J045 J046 J045 8 101.06 0.0036 0.077 1.53 0.18 0.28 J047-J046 J047 J046 8 245.47 0.0024 0.023 0.94 0.11 0.16 J048-J047 J048 J047 8 257.53 0.0024 0.015 0.81 0.09 0.13 J049-J048 J049 J048 8 350.19 0.0024 0.015 0.82 0.09 0.13 J050-J049 J050 J049 8 200.23 0.0024 0.007 0.65 0.06 0.09 J051-J044 J051 J044 8 302.97 0.0024 0.028 0.99 0.12 0.18 J052-J051 J052 J051 8 301.14 0.0024 0.021 0.91 0.10 0.16 J053-J052 J053 J052 8 353.90 0.0021 0.011 0.71 0.08 0.12 J054-J053 J054 J053 8 199.03 0.0024 0.007 0.66 0.06 0.09 J055-J052 J055 J052 8 155.51 0.0023 0.003 0.52 0.05 0.07 Appendix 3 - Capacity Analysis - Model Results 73
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Future Peak Wet Weather Flow (PWWF) Scenario J056-J044 J056 J044 8 386.06 0.0045 0.008 0.86 0.06 0.09 J057-J056 J057 J056 8 318.68 0.0027 0.003 0.52 0.04 0.06 J058-J057 J058 J057 8 224.51 0.0057 0.001 0.51 0.02 0.03 J059-J057 J059 J057 8 248.31 0.0037 0.001 0.40 0.02 0.03 J060-J042 J060 J042 8 300.82 0.0024 0.016 0.83 0.09 0.14 J061-J060 J061 J060 8 305.54 0.0023 0.010 0.72 0.08 0.11 J062-J061 J062 J061 8 350.99 0.0025 0.007 0.67 0.06 0.09 J063-J062 J063 J062 8 172.55 0.0024 0.004 0.53 0.04 0.07 J064-J043 J064 J043 8 302.05 0.0024 0.007 0.65 0.06 0.09 J065-J064 J065 J064 8 306.90 0.0023 0.006 0.60 0.06 0.09 J066-J065 J066 J065 8 347.83 0.0025 0.004 0.57 0.05 0.07 J067-J066 J067 J066 8 218.34 0.0023 0.001 0.39 0.03 0.04 J068-J046 J068 J046 8 330.39 0.0038 0.051 1.39 0.15 0.22 J069-J068 J069 J068 8 323.71 0.0034 0.026 1.10 0.11 0.16 J070-J069 J070 J069 8 249.20 0.0026 0.023 0.97 0.11 0.16 J071-J070 J071 J070 8 253.87 0.0030 0.020 0.98 0.10 0.15 J072-J071 J072 J071 8 351.21 0.0060 0.008 0.93 0.05 0.08 J073-J072 J073 J072 8 100.47 0.0060 0.004 0.78 0.04 0.06 J074-J068 J074 J068 8 251.93 0.0052 0.025 1.25 0.10 0.14 J075-J074 J075 J074 8 255.17 0.0048 0.019 1.12 0.08 0.13 J076-J075 J076 J075 8 349.80 0.0048 0.014 1.02 0.07 0.11 J077-J076 J077 J076 8 198.72 0.0048 0.007 0.83 0.05 0.08 J078-K033 J078 K033 8 324.22 0.0020 0.016 0.79 0.10 0.15 J079-J078 J079 J078 8 326.03 0.0020 0.013 0.75 0.09 0.13 J080-J079 J080 J079 8 296.41 0.0020 0.008 0.65 0.07 0.11 J081-J052 J081 J052 8 157.65 0.0024 0.004 0.53 0.05 0.07 J082-J080 J082 J080 8 26.47 0.0053 0.004 0.72 0.04 0.06 K001-J012 K001 J012 10 339.69 0.0029 0.323 2.08 0.38 0.45 K002-K001 K002 K001 8 65.28 0.0075 0.155 2.44 0.22 0.33 K003-K002 K003 K002 8 25.30 0.0079 0.149 2.46 0.21 0.31 K004-K003 K004 K003 8 313.97 0.0140 0.055 2.26 0.11 0.17 K005-K004 K005 K004 8 319.73 0.0040 0.049 1.40 0.14 0.21 K006-K003 K006 K003 8 214.91 0.0032 0.094 1.55 0.21 0.31 K007A-K007 K007A K007 8 406.37 0.0039 0.077 1.59 0.18 0.27 K007-K006 K007 K006 8 208.69 0.0032 0.094 1.55 0.21 0.31 K008-K007 K008 K007 8 263.04 0.0032 0.009 0.78 0.07 0.10 K009-K008 K009 K008 8 285.58 0.0032 0.006 0.67 0.05 0.08 K010-E010 K010 E010 8 133.52 0.0027 0.085 1.43 0.21 0.31 K011-K010 K011 K010 8 308.30 0.0024 0.081 1.35 0.21 0.31 K012-K011 K012 K011 8 202.46 0.0024 0.057 1.22 0.17 0.26 K013-K012 K013 K012 8 20.61 0.0029 0.055 1.29 0.16 0.24 K014-K013 K014 K013 8 140.37 0.0024 0.035 1.05 0.14 0.21 K015-K014 K015 K014 8 133.12 0.0025 0.034 1.06 0.13 0.20 K016-K015 K016 K015 8 128.02 0.0024 0.031 1.02 0.13 0.19 K017-K016 K017 K016 8 301.15 0.0024 0.031 1.02 0.13 0.19 K018-K017 K018 K017 8 298.64 0.0024 0.021 0.92 0.11 0.16 K019-K018 K019 K018 8 278.75 0.0181 0.012 1.56 0.05 0.08 K020-K013 K020 K013 8 359.70 0.0034 0.018 0.98 0.09 0.14 K021-K020 K021 K020 8 358.42 0.0034 0.013 0.89 0.08 0.12 K022-K021 K022 K021 8 361.29 0.0100 0.007 1.09 0.05 0.07 K023-K024 K023 K024 8 288.48 0.0032 0.009 0.79 0.07 0.10 K024-K025 K024 K025 8 282.86 0.0032 0.014 0.90 0.08 0.12 K025-K011 K025 K011 8 290.40 0.0032 0.019 0.97 0.09 0.14 K026-K025 K026 K025 8 201.10 0.0032 0.001 0.42 0.03 0.04 K027-K024 K027 K024 8 197.24 0.0033 0.002 0.52 0.03 0.05 K028-K023 K028 K023 8 201.74 0.0032 0.003 0.53 0.04 0.05 Appendix 3 - Capacity Analysis - Model Results 74
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Future Peak Wet Weather Flow (PWWF) Scenario K029-E012 K029 E012 8 287.92 0.0031 0.010 0.79 0.07 0.10 K030-E001 K030 E001 8 191.67 0.0020 0.034 0.98 0.14 0.21 K031-K030 K031 K030 8 195.96 0.0036 0.031 1.18 0.12 0.17 K032-K031 K032 K031 8 153.65 0.0046 0.031 1.28 0.11 0.16 K033-K032 K033 K032 8 349.69 0.0006 0.018 0.53 0.14 0.21 K034-K813 K034 K813 8 316.89 0.0027 0.032 1.07 0.13 0.19 K035-K034 K035 K034 8 284.42 0.0043 0.032 1.27 0.11 0.17 K036-K035 K036 K035 8 282.79 0.0041 0.032 1.24 0.11 0.17 K039-J038 K039 J038 8 69.67 0.0040 0.010 0.88 0.07 0.10 K040-K039 K040 K039 8 253.98 0.0045 0.008 0.85 0.06 0.09 K812-L032 K812 L032 8 318.40 0.0038 0.032 1.22 0.12 0.17 K813-K812 K813 K812 8 339.95 0.0052 0.032 1.35 0.11 0.16 L001A-L001 L001A L001 8 128.50 0.0086 0.002 0.69 0.03 0.04 L001-L002 L001 L002 8 252.90 0.0055 0.033 1.40 0.11 0.16 L002-L003 L002 L003 8 177.56 0.0094 0.033 1.68 0.10 0.14 L003-K806 L003 K806 8 129.94 0.0031 0.047 1.26 0.15 0.22 L010-L032 L010 L032 8 299.86 0.0018 0.019 0.80 0.11 0.16 L011-L010 L011 L010 8 104.63 0.0030 0.019 0.95 0.10 0.14 L012-L011 L012 L011 8 94.44 0.0037 0.013 0.92 0.08 0.11 L013-F011 L013 F011 8 206.45 0.0032 0.007 0.71 0.06 0.09 L014-K023 L014 K023 8 305.05 0.0096 0.004 0.90 0.04 0.05 L015-L014 L015 L014 8 201.37 0.0032 0.002 0.49 0.03 0.05 L016-L001 L016 L001 8 453.04 0.0070 0.018 1.27 0.08 0.12 L017-L003 L017 L003 8 140.50 0.0040 0.014 0.96 0.08 0.11 L018-L017 L018 L017 8 156.46 0.0041 0.014 0.97 0.08 0.11 L019-L018 L019 L018 8 163.83 0.0075 0.014 1.19 0.07 0.10 L020-L803 L020 L803 8 211.78 0.0024 0.102 1.44 0.23 0.35 L021-L020 L021 L020 8 211.19 0.0023 0.010 0.71 0.07 0.11 L022-L021 L022 L021 8 64.73 0.0029 0.003 0.56 0.04 0.06 L023-L020 L023 L020 8 338.77 0.0024 0.085 1.36 0.21 0.32 L024-L023 L024 L023 8 207.76 0.0024 0.069 1.28 0.19 0.29 L025-L024 L025 L024 8 67.35 0.0336 0.064 3.21 0.10 0.14 L026-L025 L026 L025 8 110.72 0.0098 0.064 2.08 0.13 0.20 L027-L026 L027 L026 8 289.85 0.0383 0.016 2.20 0.05 0.07 L028-L027 L028 L027 8 90.64 0.0097 0.016 1.37 0.07 0.10 L029-L026 L029 L026 8 326.23 0.0022 0.027 0.95 0.12 0.19 L030-L029 L030 L029 8 346.29 0.0040 0.023 1.12 0.10 0.15 L031A-L031 L031A L031 8 321.18 0.0034 0.008 0.76 0.06 0.09 L031B-L031A L031B L031A 8 232.58 0.0047 0.003 0.67 0.04 0.06 L031-L023 L031 L023 8 28.42 0.0795 0.016 2.84 0.04 0.06 L032-L032A L032 L032A 8 48.96 0.1007 0.051 4.41 0.07 0.10 L803-L007 L803 L007 8 196.58 0.0124 0.109 2.64 0.16 0.24 L804-L803 L804 L803 8 118.93 0.0119 0.007 1.12 0.04 0.06 L805-L804 L805 L804 8 322.07 0.0020 0.007 0.60 0.06 0.10 L806-L805 L806 L805 8 318.88 0.0020 0.003 0.47 0.04 0.06 M001-H023 M001 H023 8 79.52 0.0021 0.140 1.50 0.29 0.43 M002-M001 M002 M001 8 250.41 0.0024 0.137 1.56 0.28 0.41 M003-M002 M003 M002 8 297.92 0.0024 0.129 1.52 0.27 0.40 M004-M003 M004 M003 8 103.43 0.0044 0.126 1.89 0.22 0.34 M005-M004 M005 M004 8 230.63 0.0023 0.116 1.48 0.25 0.38 M006-M005 M006 M005 8 359.65 0.0103 0.026 1.63 0.08 0.12 M007-M006 M007 M006 8 91.46 0.0040 0.020 1.08 0.09 0.14 M008-M007 M008 M007 8 59.49 0.0414 0.006 1.68 0.03 0.04 M009-M007 M009 M007 8 162.34 0.0029 0.014 0.86 0.08 0.13 M010-M009 M010 M009 8 213.81 0.0023 0.011 0.75 0.08 0.12 M011-M010 M011 M010 8 328.18 0.0024 0.008 0.67 0.06 0.10 Appendix 3 - Capacity Analysis - Model Results 75
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Future Peak Wet Weather Flow (PWWF) Scenario M012-M011 M012 M011 8 120.73 0.0051 0.008 0.87 0.05 0.08 M013-M004 M013 M004 8 249.71 0.0305 0.006 1.54 0.03 0.05 M014-M013 M014 M013 8 78.79 0.0039 0.002 0.52 0.03 0.04 M015-M008 M015 M008 8 98.83 0.0065 0.006 0.88 0.05 0.07 M016-M005 M016 M005 8 66.98 0.0023 0.088 1.36 0.22 0.33 M017-M016 M017 M016 8 65.41 0.0023 0.086 1.35 0.22 0.33 M018-M017 M018 M017 8 238.51 0.0020 0.037 1.01 0.15 0.22 M019-M018 M019 M018 8 114.29 0.0024 0.006 0.61 0.06 0.09 M020-M019 M020 M019 8 29.32 0.1214 0.006 2.42 0.02 0.03 M021-M020 M021 M020 8 147.14 0.0040 0.006 0.74 0.05 0.08 M022-M017 M022 M017 8 216.73 0.0023 0.041 1.10 0.15 0.22 M023-M022 M023 M022 8 197.36 0.0024 0.036 1.07 0.14 0.21 M024-M023 M024 M023 8 242.75 0.0021 0.028 0.95 0.13 0.19 M025-M024 M025 M024 8 88.29 0.0399 0.003 1.36 0.02 0.03 M026-M024 M026 M024 8 85.67 0.0369 0.003 1.27 0.02 0.03 M027-M024 M027 M024 8 177.64 0.0025 0.022 0.94 0.11 0.16 M028-M027 M028 M027 8 80.26 0.0021 0.022 0.88 0.11 0.17 M029-M028 M029 M028 8 37.28 0.0026 0.020 0.92 0.10 0.15 M030-M029 M030 M029 8 229.79 0.0024 0.010 0.73 0.07 0.11 M031-M030 M031 M030 8 209.57 0.0024 0.007 0.66 0.06 0.09 M032-M031 M032 M031 8 210.07 0.0024 0.004 0.55 0.05 0.07 M033-M028 M033 M028 8 80.18 0.0160 0.002 0.84 0.02 0.03 M034-M029 M034 M029 8 156.56 0.0040 0.006 0.76 0.05 0.08 M035-M034 M035 M034 8 98.20 0.0040 0.006 0.75 0.05 0.08 M036-M018 M036 M018 8 347.08 0.0024 0.022 0.93 0.11 0.16 M037-M036 M037 M036 8 127.11 0.0290 0.003 1.24 0.02 0.04 M038-M036 M038 M036 8 207.42 0.0024 0.014 0.82 0.09 0.13 M039-M038 M039 M038 8 225.51 0.0024 0.011 0.75 0.08 0.12 M040-M039 M040 M039 8 152.47 0.0040 0.008 0.82 0.06 0.09 M041-M040 M041 M040 8 125.91 0.0041 0.003 0.63 0.04 0.06 M042-M040 M042 M040 8 109.35 0.0039 0.002 0.57 0.03 0.05 M043-H028 M043 H028 8 304.74 0.0013 0.072 1.05 0.23 0.34 M044-M043 M044 M043 8 150.92 0.0020 0.022 0.86 0.11 0.17 M045-M044 M045 M044 8 32.88 0.0046 0.008 0.86 0.06 0.09 M046-M045 M046 M045 8 113.39 0.0053 0.008 0.91 0.06 0.08 M047-M046 M047 M046 8 111.85 0.0060 0.003 0.67 0.03 0.05 M048-M044 M048 M044 8 141.92 0.0044 0.014 1.00 0.08 0.11 M049-M048 M049 M048 8 68.54 0.0146 0.002 0.78 0.02 0.03 M050-M048 M050 M048 8 264.07 0.0039 0.005 0.72 0.05 0.07 M051-M050 M051 M050 8 91.85 0.0039 0.003 0.57 0.03 0.05 M052-M050 M052 M050 8 97.89 0.0039 0.003 0.59 0.04 0.05 M053-M043 M053 M043 8 162.96 0.0020 0.050 1.10 0.17 0.25 M054-M053 M054 M053 8 200.63 0.0020 0.043 1.05 0.16 0.24 M055-M054 M055 M054 8 175.18 0.0021 0.037 1.02 0.14 0.22 M056-M055 M056 M055 8 124.49 0.0024 0.022 0.92 0.11 0.16 M057-M056 M057 M056 8 130.65 0.0015 0.022 0.78 0.12 0.18 M058-M057 M058 M057 8 265.40 0.0025 0.022 0.93 0.11 0.16 M059-M058 M059 M058 8 172.11 0.0024 0.013 0.78 0.08 0.12 M060-M055 M060 M055 8 112.44 0.0023 0.014 0.80 0.09 0.13 M061-M060 M061 M060 8 112.82 0.0024 0.003 0.52 0.04 0.07 M062-M060 M062 M060 8 166.87 0.0023 0.008 0.69 0.07 0.10 M063-M062 M063 M062 8 50.55 0.0025 0.008 0.70 0.07 0.10 M064-M063 M064 M063 8 41.82 0.0025 0.008 0.70 0.07 0.10 M065-M064 M065 M064 8 58.79 0.0023 0.008 0.68 0.07 0.10 M066A-N092 M066A N092 8 105.50 0.0845 0.012 2.63 0.03 0.05 M066-M066A M066 M066A 8 18.46 0.0157 0.012 1.47 0.05 0.08 Appendix 3 - Capacity Analysis - Model Results 76
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Future Peak Wet Weather Flow (PWWF) Scenario M067-M066 M067 M066 8 351.06 0.0086 0.012 1.19 0.06 0.09 M068-N094 M068 N094 8 131.56 0.0017 0.083 1.19 0.23 0.35 M069-M068 M069 M068 8 68.75 0.0019 0.078 1.23 0.22 0.33 M070-M069 M070 M069 8 136.67 0.0020 0.068 1.20 0.20 0.30 M071-M070 M071 M070 8 141.35 0.0016 0.060 1.08 0.20 0.30 M072-M071 M072 M071 8 54.01 0.0020 0.060 1.17 0.19 0.28 M073-M072 M073 M072 8 44.37 0.0018 0.037 0.97 0.15 0.22 M074-M073 M074 M073 8 75.91 0.0018 0.025 0.88 0.12 0.19 M075-M074 M075 M074 8 149.71 0.0021 0.025 0.91 0.12 0.18 M076-M075 M076 M075 8 24.44 0.0021 0.019 0.83 0.10 0.16 M077-M076 M077 M076 8 178.24 0.0022 0.013 0.76 0.08 0.13 M078-M077 M078 M077 8 15.22 0.0046 0.003 0.65 0.04 0.06 M079-M078 M079 M078 8 103.98 0.0020 0.003 0.49 0.05 0.07 M080-M068 M080 M068 8 175.94 0.0205 0.004 1.17 0.03 0.04 M081-M070 M081 M070 8 39.12 0.0041 0.009 0.84 0.06 0.09 M082-M081 M082 M081 8 219.67 0.0040 0.004 0.64 0.04 0.06 M083-M082 M083 M082 8 122.25 0.0039 0.004 0.63 0.04 0.06 M084-M069 M084 M069 8 219.48 0.0041 0.010 0.88 0.07 0.10 M085-M084 M085 M084 8 325.40 0.0039 0.003 0.59 0.04 0.05 M086-M072 M086 M072 8 173.38 0.0040 0.023 1.12 0.10 0.15 M087-M086 M087 M086 8 279.92 0.0040 0.012 0.92 0.07 0.11 M088-M073 M088 M073 8 176.10 0.0040 0.004 0.64 0.04 0.06 M089-M075 M089 M075 8 132.74 0.0041 0.007 0.77 0.05 0.08 M090-M089 M090 M089 8 103.46 0.0041 0.004 0.66 0.04 0.06 M091-M089 M091 M089 8 85.87 0.0040 0.001 0.47 0.03 0.04 M092-M077 M092 M077 8 212.79 0.0024 0.009 0.72 0.07 0.11 M093-M092 M093 M092 8 169.76 0.0180 0.006 1.24 0.04 0.05 M094-M093 M094 M093 8 264.84 0.0024 0.004 0.53 0.05 0.07 M095-N013 M095 N013 8 392.43 0.0060 0.015 1.14 0.07 0.11 N002-N001 N002 N001 8 7.60 1.1124 0.019 7.54 0.02 0.04
N003-N002 N003 N002 8 140.56 0.0047 0.014 1.02 0.07 0.11 N004-N003 N004 N003 8 352.94 0.0040 0.014 0.97 0.08 0.12 N008-N002 N008 N002 8 187.28 0.0040 0.005 0.71 0.05 0.07 N009-N010 N009 N010 8 397.32 0.0087 0.001 0.59 0.02 0.03 N010-N006 N010 N006 8 6.12 0.9820 0.009 5.73 0.02 0.03
N011-N012 N011 N012 8 146.81 0.0070 0.002 0.68 0.03 0.04 N012-N007 N012 N007 8 10.94 0.0923 0.023 3.33 0.05 0.07 N013-N012 N013 N012 8 89.48 0.0192 0.020 1.87 0.06 0.09 N014-N013 N014 N013 8 82.82 0.0069 0.005 0.85 0.04 0.06 N015-N014 N015 N014 8 121.18 0.0120 0.003 0.85 0.03 0.04 N017-N018 N017 N018 8 142.82 0.0039 0.002 0.50 0.03 0.04 N018-N092 N018 N092 8 56.41 0.0452 0.020 2.49 0.05 0.08 N019-N018 N019 N018 8 177.21 0.0032 0.009 0.79 0.07 0.10 N020-N019 N020 N019 8 360.42 0.0033 0.009 0.80 0.07 0.10 N021-N018 N021 N018 8 138.34 0.0099 0.009 1.14 0.05 0.07 N022-N021 N022 N021 8 348.23 0.0032 0.008 0.75 0.06 0.09 N023-N022 N023 N022 8 302.26 0.0033 0.005 0.64 0.05 0.07 N024-I021 N024 I021 12 151.95 0.0026 0.319 1.96 0.36 0.36 N025-N024 N025 N024 15 102.82 0.0009 0.303 1.29 0.42 0.34 N026-N025 N026 N025 15 129.78 0.0008 0.300 1.23 0.43 0.35 N027-N026 N027 N026 15 20.16 0.0010 0.298 1.34 0.40 0.32 N028-N027 N028 N027 15 115.95 0.0008 0.296 1.23 0.43 0.34 N029-N028 N029 N028 15 28.33 0.0011 0.294 1.37 0.39 0.32 N030-N029 N030 N029 15 133.58 0.0008 0.293 1.25 0.42 0.34 N031-N030 N031 N030 15 95.83 0.0009 0.291 1.31 0.40 0.32 N032-N095 N032 N095 12 130.65 0.0012 0.280 1.45 0.41 0.41 Appendix 3 - Capacity Analysis - Model Results 77
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Future Peak Wet Weather Flow (PWWF) Scenario N033-N032 N033 N032 12 325.24 0.0012 0.272 1.42 0.40 0.40 N034-N033 N034 N033 12 295.68 0.0012 0.234 1.38 0.37 0.37 N035-N034 N035 N034 12 296.87 0.0012 0.225 1.34 0.36 0.36 N036-N035 N036 N035 12 291.04 0.0015 0.192 1.40 0.32 0.32 N037-N036 N037 N036 12 295.39 0.0014 0.164 1.29 0.30 0.30 N038-N037 N038 N037 12 328.67 0.0011 0.137 1.13 0.29 0.29 N039-N038 N039 N038 8 351.12 0.0021 0.027 0.93 0.12 0.18 N040-N039 N040 N039 8 350.04 0.0027 0.022 0.96 0.11 0.16 N041-N040 N041 N040 8 350.40 0.0024 0.016 0.83 0.09 0.14 N042-N041 N042 N041 8 351.89 0.0024 0.009 0.70 0.07 0.11 N043-N042 N043 N042 8 155.63 0.0040 0.003 0.62 0.04 0.06 N044-N024 N044 N024 8 188.69 0.0038 0.013 0.93 0.08 0.12 N045-N044 N045 N044 8 120.12 0.0036 0.011 0.86 0.07 0.11 N046-N045 N046 N045 8 33.87 0.0033 0.009 0.78 0.07 0.10 N047-N046 N047 N046 8 113.01 0.0037 0.008 0.78 0.06 0.09 N048-N047 N048 N047 8 16.67 0.0036 0.005 0.70 0.05 0.08 N049-N048 N049 N048 8 144.14 0.0040 0.004 0.65 0.04 0.06 N050-N049 N050 N049 8 171.77 0.0038 0.001 0.38 0.02 0.03 N051-N025 N051 N025 8 83.97 0.0811 0.002 1.59 0.02 0.02 N052-N026 N052 N026 8 98.61 0.0484 0.002 1.30 0.02 0.03 N053-N027 N053 N027 8 85.84 0.0417 0.001 1.07 0.01 0.02 N054-N028 N054 N028 8 97.27 0.0358 0.002 1.18 0.02 0.03 N055-N029 N055 N029 8 83.87 0.0352 0.002 1.09 0.02 0.03 N056-N030 N056 N030 8 84.03 0.0331 0.002 1.08 0.02 0.03 N057-N033 N057 N033 8 290.98 0.0024 0.035 1.06 0.14 0.20 N058-N057 N058 N057 8 305.40 0.0024 0.027 0.98 0.12 0.18 N059-N058 N059 N058 8 308.21 0.0024 0.019 0.89 0.10 0.15 N060-N059 N060 N059 8 323.69 0.0024 0.015 0.82 0.09 0.13 N061-N060 N061 N060 8 90.73 0.0072 0.011 1.11 0.06 0.09 N062-N061 N062 N061 8 245.20 0.0022 0.007 0.65 0.07 0.10 N063-N062 N063 N062 8 231.82 0.0026 0.003 0.51 0.04 0.06 N064-N034 N064 N034 8 352.38 0.0047 0.009 0.90 0.06 0.09 N065-N064 N065 N064 8 192.34 0.0037 0.003 0.59 0.04 0.06 N066-N035 N066 N035 8 349.57 0.0024 0.027 0.98 0.12 0.18 N067-N066 N067 N066 8 351.73 0.0025 0.022 0.93 0.11 0.16 N068-N067 N068 N067 8 349.04 0.0024 0.015 0.83 0.09 0.14 N069-N068 N069 N068 8 349.92 0.0024 0.009 0.70 0.07 0.10 N070-N069 N070 N069 8 110.69 0.0024 0.003 0.49 0.04 0.06 N071-N036 N071 N036 8 351.14 0.0024 0.029 1.00 0.12 0.19 N072-N071 N072 N071 8 349.04 0.0024 0.022 0.92 0.11 0.16 N073-N072 N073 N072 8 350.89 0.0024 0.015 0.83 0.09 0.14 N074-N073 N074 N073 8 349.96 0.0024 0.009 0.70 0.07 0.10 N075-N074 N075 N074 8 121.01 0.0024 0.002 0.46 0.04 0.05 N076-N037 N076 N037 8 351.74 0.0024 0.027 0.98 0.12 0.18 N077-N076 N077 N076 8 350.59 0.0024 0.021 0.91 0.11 0.16 N078-N077 N078 N077 8 348.52 0.0024 0.015 0.82 0.09 0.13 N079-N078 N079 N078 8 348.41 0.0024 0.009 0.70 0.07 0.10 N080-N079 N080 N079 8 164.51 0.0024 0.003 0.52 0.04 0.07 N081-N044 N081 N044 8 48.75 0.0851 0.002 1.64 0.02 0.02 N082-N045 N082 N045 8 91.95 0.0302 0.002 1.11 0.02 0.03 N083-N046 N083 N046 8 49.33 0.0470 0.001 1.12 0.01 0.02 N084-N047 N084 N047 8 97.62 0.0163 0.002 0.90 0.02 0.03 N085-N048 N085 N048 8 45.43 0.0315 0.001 1.00 0.02 0.02 N086-N049 N086 N049 8 45.57 0.0033 0.001 0.44 0.03 0.04 N087-N057 N087 N057 8 228.58 0.0037 0.006 0.73 0.05 0.08 N088-N058 N088 N058 8 123.56 0.0047 0.004 0.72 0.04 0.06 Appendix 3 - Capacity Analysis - Model Results 78
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Future Peak Wet Weather Flow (PWWF) Scenario N089-I022 N089 I022 8 360.33 0.0025 0.041 1.12 0.15 0.22 N090-N089 N090 N089 8 296.23 0.0024 0.024 0.95 0.11 0.17 N091-N090 N091 N090 8 195.08 0.0032 0.024 1.06 0.11 0.16 N095-N096 N095 N096 12 316.95 0.0012 0.289 1.45 0.42 0.42 N096-N097 N096 N097 15 10.82 0.0011 0.289 1.39 0.39 0.31 N097-N031 N097 N031 15 69.55 0.0007 0.289 1.19 0.43 0.35 N098-N010 N098 N010 8 199.26 0.0086 0.005 0.94 0.04 0.06 N099-N008 N099 N008 8 45.44 0.0046 0.003 0.65 0.04 0.06 O001-O032 O001 O032 8 352.39 0.0024 0.245 1.80 0.39 0.58 O002-O001 O002 O001 8 357.97 0.0024 0.231 1.76 0.38 0.56 O003-O002 O003 O002 8 339.74 0.0025 0.227 1.79 0.37 0.55 O004-O003 O004 O003 8 116.62 0.0021 0.217 1.65 0.38 0.56 O005-O004 O005 O004 8 231.69 0.0026 0.014 0.83 0.09 0.13 O006-O005 O006 O005 8 309.84 0.0025 0.014 0.82 0.09 0.13 O007-O006 O007 O006 8 201.12 0.0024 0.014 0.80 0.09 0.13 O008-O007 O008 O007 8 200.99 0.0026 0.010 0.75 0.07 0.11 O009A-O004 O009A O004 8 86.35 0.0029 0.203 1.85 0.33 0.49 O009-O009A O009 O009A 8 116.52 0.0022 0.203 1.65 0.36 0.54 O012-O133 O012 O133 8 137.80 0.0023 0.137 1.52 0.28 0.42 O013-O012 O013 O012 8 117.21 0.0024 0.132 1.54 0.27 0.41 O014-O013 O014 O013 8 31.49 0.0035 0.091 1.59 0.20 0.30 O015A-O015 O015A O015 8 139.99 0.0039 0.077 1.58 0.18 0.27 O015-O014 O015 O014 8 81.38 0.0042 0.091 1.70 0.19 0.29 O016A-O015A O016A O015A 8 105.26 0.0034 0.077 1.50 0.19 0.28 O016-O016A O016 O016A 8 26.31 0.0027 0.077 1.39 0.20 0.29 O017-O031 O017 O031 8 276.21 0.0052 0.017 1.13 0.08 0.12 O018-O017 O018 O017 8 88.55 0.0022 0.013 0.76 0.09 0.13 O019-O018 O019 O018 8 165.32 0.0022 0.005 0.56 0.05 0.08 O020-O018 O020 O018 8 311.12 0.0024 0.007 0.66 0.06 0.10 O021-O016 O021 O016 8 177.54 0.0020 0.055 1.13 0.18 0.27 O022-O021 O022 O021 8 217.34 0.0024 0.053 1.20 0.17 0.25 O023-O022 O023 O022 8 250.45 0.0024 0.047 1.15 0.16 0.24 O024-O023 O024 O023 8 204.55 0.0023 0.014 0.79 0.09 0.13 O025-O024 O025 O024 8 272.79 0.0026 0.012 0.79 0.08 0.12 O026-O025 O026 O025 8 219.91 0.0023 0.007 0.66 0.07 0.10 O027-O026 O027 O026 8 226.94 0.0023 0.004 0.55 0.05 0.08 O028-O023 O028 O023 8 135.42 0.0038 0.031 1.20 0.11 0.17 O029-O013 O029 O013 8 259.61 0.0034 0.042 1.26 0.14 0.20 O030A-O029 O030A O029 8 138.32 0.0027 0.016 0.87 0.09 0.14 O030-O030A O030 O030A 8 109.69 0.0041 0.016 1.01 0.08 0.12 O031-O016 O031 O016 8 254.98 0.0060 0.022 1.27 0.09 0.13 O032-J013 O032 J013 8 341.01 0.0034 0.255 2.09 0.36 0.53 O133-O134A O133 O134A 8 117.79 0.0023 0.141 1.56 0.28 0.42 O134A-O134 O134A O134 8 167.80 0.0024 0.141 1.58 0.28 0.42 O134-O136 O134 O136 8 160.98 0.0025 0.150 1.61 0.29 0.43 O136-O138 O136 O138 8 59.68 0.0034 0.189 1.92 0.30 0.45 O137-O136 O137 O136 8 121.57 0.0035 0.038 1.24 0.13 0.20 O138-O009 O138 O009 8 84.73 0.0034 0.203 1.97 0.31 0.47 O139A-O138 O139A O138 8 87.05 0.0060 0.015 1.12 0.07 0.11 O139-O139A O139 O139A 6 48.58 0.0107 0.000 0.00 0.00 0.00 O140-O139A O140 O139A 8 160.12 0.0000 0.000 0.00 0.00 0.00 O141-O140 O141 O140 6 87.24 0.0000 0.000 0.00 0.00 0.00 O142-O140 O142 O140 8 164.07 0.0000 0.000 0.00 0.00 0.00 O143-O142 O143 O142 6 55.73 0.0000 0.000 0.00 0.00 0.00 O144-O142 O144 O142 6 109.53 0.0000 0.000 0.00 0.00 0.00 OC03-V001 OC03 V001 21 13.56 0.0096 0.219 2.63 0.18 0.10 Appendix 3 - Capacity Analysis - Model Results 79
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Future Peak Wet Weather Flow (PWWF) Scenario R001-R802 R001 R802 8 251.84 0.0035 0.141 1.79 0.25 0.38 R002-R001 R002 R001 8 194.35 0.0024 0.141 1.58 0.28 0.42 R003-R002 R003 R002 8 359.63 0.0024 0.032 1.03 0.13 0.20 R004-R003 R004 R003 8 360.43 0.0024 0.026 0.97 0.12 0.18 R005-R004 R005 R004 8 361.12 0.0024 0.019 0.89 0.10 0.15 R006-R005 R006 R005 8 71.73 0.0335 0.013 1.98 0.04 0.07 R007-R006 R007 R006 8 349.15 0.0024 0.013 0.79 0.08 0.13 R008-R085 R008 R085 8 337.74 0.0025 0.007 0.65 0.06 0.09 R009-R008 R009 R008 8 351.82 0.0024 0.003 0.52 0.04 0.07 R010-R009 R010 R009 8 86.57 0.0029 0.001 0.33 0.02 0.03 R011-R804 R011 R804 15 399.04 0.0049 1.393 3.64 0.61 0.49 R012-R011 R012 R011 15 399.22 0.0029 1.393 2.98 0.71 0.57 R013-R012 R013 R012 15 397.24 0.0042 1.393 3.44 0.64 0.51 R014-R013 R014 R013 15 403.57 0.0042 1.393 3.43 0.64 0.51 R015-R014 R015 R014 15 399.25 0.0047 1.393 3.60 0.61 0.49 R016-S001 R016 S001 8 346.96 0.0019 0.006 0.56 0.06 0.09 R017-R002 R017 R002 8 290.61 0.0024 0.107 1.46 0.24 0.36 R018-R017 R018 R017 8 283.74 0.0024 0.087 1.37 0.22 0.32 R019-R018 R019 R018 8 350.31 0.0024 0.011 0.75 0.08 0.12 R020-R019 R020 R019 8 294.36 0.0024 0.005 0.61 0.06 0.08 R021-R017 R021 R017 8 355.97 0.0024 0.018 0.87 0.10 0.15 R022-R021 R022 R021 8 346.07 0.0024 0.013 0.79 0.08 0.13 R023-R022 R023 R022 8 342.82 0.0024 0.007 0.64 0.06 0.09 R024-R018 R024 R018 8 260.63 0.0024 0.071 1.30 0.20 0.29 R025-R024 R025 R024 8 272.39 0.0024 0.040 1.10 0.15 0.22 R026-R025 R026 R025 8 278.88 0.0024 0.026 0.97 0.12 0.18 R027-R026 R027 R026 8 276.07 0.0024 0.009 0.71 0.07 0.11 R028-R027 R028 R027 8 274.36 0.0024 0.005 0.60 0.06 0.08 R029-R028 R029 R028 8 273.49 0.0024 0.005 0.60 0.06 0.08 R030-R029 R030 R029 8 272.90 0.0024 0.003 0.49 0.04 0.06 R031-R024 R031 R024 8 299.50 0.0027 0.029 1.05 0.12 0.18 R032-R031 R032 R031 8 302.97 0.0024 0.025 0.96 0.12 0.17 R033-R032 R033 R032 8 245.20 0.0029 0.019 0.95 0.10 0.15 R034-R033 R034 R033 8 47.27 0.0021 0.017 0.82 0.10 0.15 R035-R034 R035 R034 8 286.00 0.0023 0.008 0.68 0.07 0.10 R036-R035 R036 R035 8 273.43 0.0025 0.008 0.69 0.07 0.10 R037-R036 R037 R036 8 286.46 0.0024 0.004 0.55 0.05 0.07 R038-R025 R038 R025 8 275.78 0.0024 0.011 0.74 0.08 0.11 R039-R038 R039 R038 8 276.39 0.0024 0.008 0.68 0.07 0.10 R040-R039 R040 R039 8 270.05 0.0024 0.005 0.61 0.06 0.08 R041-R026 R041 R026 8 275.80 0.0024 0.014 0.81 0.09 0.13 R042-R041 R042 R041 8 273.71 0.0024 0.011 0.75 0.08 0.11 R043-R042 R043 R042 8 274.41 0.0024 0.005 0.60 0.06 0.08 R044-N038 R044 N038 10 242.49 0.0012 0.105 1.11 0.26 0.31 R045-R044 R045 R044 10 242.06 0.0012 0.100 1.09 0.25 0.31 R046-R045 R046 R045 10 267.37 0.0008 0.061 0.80 0.22 0.27 R047-R046 R047 R046 10 61.50 0.0013 0.045 0.90 0.17 0.20 R048-R047 R048 R047 10 233.14 0.0012 0.030 0.78 0.14 0.17 R049-R048 R049 R048 10 57.28 0.0012 0.016 0.64 0.10 0.12 R050-R049 R050 R049 10 220.48 0.0012 0.002 0.35 0.04 0.05 R051-R045 R051 R045 8 319.96 0.0024 0.036 1.07 0.14 0.21 R052-R051 R052 R051 8 309.16 0.0024 0.028 0.99 0.12 0.18 R053-R052 R053 R052 8 311.92 0.0024 0.019 0.89 0.10 0.15 R054-R053 R054 R053 8 316.77 0.0021 0.014 0.77 0.09 0.14 R055-R054 R055 R054 8 326.35 0.0024 0.005 0.61 0.05 0.08 R056-R055 R056 R055 8 271.45 0.0065 0.003 0.68 0.03 0.05 Appendix 3 - Capacity Analysis - Model Results 80
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Future Peak Wet Weather Flow (PWWF) Scenario R057-R051 R057 R051 8 203.40 0.0024 0.005 0.60 0.06 0.08 R058-R052 R058 R052 8 200.69 0.0029 0.005 0.65 0.05 0.08 R059-R053 R059 R053 8 200.67 0.0024 0.005 0.61 0.06 0.08 R060-R054 R060 R054 8 289.45 0.0214 0.005 1.30 0.03 0.05 R061-R083 R061 R083 8 345.01 0.0020 0.008 0.65 0.07 0.10 R062-R061 R062 R061 8 334.33 0.0020 0.008 0.64 0.07 0.11 R063-R087 R063 R087 8 178.43 0.0020 0.002 0.43 0.04 0.06 R064-R084 R064 R084 8 344.71 0.0020 0.011 0.71 0.08 0.12 R065-R064 R065 R064 8 335.34 0.0020 0.008 0.64 0.07 0.11 R066-R086 R066 R086 8 177.02 0.0020 0.002 0.44 0.04 0.06 R067-R048 R067 R048 8 348.37 0.0020 0.014 0.75 0.09 0.13 R068-R067 R068 R067 8 349.66 0.0020 0.011 0.70 0.08 0.12 R069-R068 R069 R068 8 349.57 0.0020 0.008 0.64 0.07 0.11 R070-R069 R070 R069 8 351.74 0.0020 0.005 0.55 0.06 0.08 R071-R049 R071 R049 8 348.46 0.0020 0.014 0.75 0.09 0.13 R072-R071 R072 R071 8 349.87 0.0020 0.011 0.71 0.08 0.12 R073-R072 R073 R072 8 351.64 0.0020 0.008 0.64 0.07 0.11 R074-R073 R074 R073 8 348.30 0.0020 0.005 0.55 0.05 0.08 R076-R075 R076 R075 8 37.90 0.0676 0.019 2.85 0.05 0.07 R077-R076 R077 R076 8 438.48 0.0038 0.006 0.75 0.05 0.08 R078-R077 R078 R077 8 287.88 0.0056 0.004 0.77 0.04 0.06 R079-R078 R079 R078 8 198.96 0.0040 0.004 0.68 0.04 0.07 R080-R076 R080 R076 8 233.86 0.0047 0.011 0.95 0.07 0.10 R081-R080 R081 R080 8 280.29 0.0034 0.009 0.80 0.06 0.10 R082-R081 R082 R081 8 350.63 0.0040 0.003 0.60 0.04 0.06 R083-R046 R083 R046 8 324.60 0.0020 0.011 0.71 0.08 0.12 R084-R047 R084 R047 8 352.68 0.0020 0.014 0.75 0.09 0.13 R085-R007 R085 R007 8 359.08 0.0023 0.010 0.72 0.07 0.11 R086-R065 R086 R065 8 338.68 0.0020 0.005 0.55 0.06 0.08 R087-R062 R087 R062 8 339.00 0.0020 0.005 0.55 0.06 0.08 R088-R074 R088 R074 8 155.65 0.0019 0.002 0.39 0.03 0.05 R089-R070 R089 R070 8 153.82 0.0020 0.002 0.39 0.03 0.05 R801A-R801 R801A R801 8 331.58 0.0024 0.141 1.57 0.28 0.42 R801-R800 R801 R800 8 13.72 0.4110 1.534 19.55 0.25 0.38 R802-R801A R802 R801A 8 329.36 0.0024 0.141 1.58 0.28 0.42 R803-R801 R803 R801 15 15.39 0.0325 1.393 7.26 0.36 0.29 R804-R803 R804 R803 15 399.94 0.0042 1.393 3.44 0.63 0.51 S001-W015 S001 W015 10 286.25 0.0022 0.007 0.62 0.06 0.07 S002-R015 S002 R015 15 226.30 0.0040 1.388 3.38 0.64 0.51 S003A-S003 S003A S003 18 283.85 0.0017 1.158 2.33 0.67 0.45 S003-S002 S003 S002 18 228.18 0.0027 1.158 2.78 0.59 0.39 S004-S003A S004 S003A 18 273.63 0.0030 1.114 2.85 0.56 0.37 S012-S002 S012 S002 10 330.72 0.0008 0.230 1.19 0.45 0.54 S013-S012 S013 S012 10 335.12 0.0010 0.225 1.27 0.42 0.50 S014-S013 S014 S013 10 319.75 0.0014 0.189 1.37 0.35 0.41 S015-S014 S015 S014 10 332.47 0.0016 0.163 1.38 0.31 0.37 S016-S015 S016 S015 10 325.11 0.0011 0.150 1.17 0.33 0.39 S017-S016 S017 S016 8 335.44 0.0025 0.018 0.88 0.10 0.15 S019-S018 S019 S018 8 121.45 0.0023 0.015 0.81 0.09 0.14 S020-S019 S020 S019 8 319.84 0.0024 0.011 0.74 0.08 0.12 S021-S812 S021 S812 8 332.92 0.0022 0.061 1.21 0.18 0.27 S022-S021 S022 S021 8 320.66 0.0018 0.041 1.01 0.16 0.23 S023-S022 S023 S022 8 319.57 0.0023 0.015 0.82 0.09 0.14 S024-S023 S024 S023 8 180.13 0.0018 0.008 0.60 0.07 0.10 S025-S022 S025 S022 8 327.51 0.0031 0.014 0.89 0.08 0.12 S026-S025 S026 S025 8 265.04 0.0325 0.006 1.56 0.03 0.05 Appendix 3 - Capacity Analysis - Model Results 81
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Future Peak Wet Weather Flow (PWWF) Scenario S027-S030 S027 S030 8 300.57 0.0045 0.008 0.85 0.06 0.09 S029-S014 S029 S014 8 288.81 0.0093 0.019 1.41 0.07 0.11 S030-S021 S030 S021 8 239.80 0.0022 0.010 0.70 0.07 0.11 S811-S016 S811 S016 8 320.57 0.0023 0.122 1.48 0.26 0.39 S812-S811 S812 S811 8 318.28 0.0018 0.121 1.36 0.28 0.42 S813-S812 S813 S812 8 334.70 0.0030 0.018 0.94 0.09 0.14 S814-S813 S814 S813 8 305.88 0.0024 0.010 0.73 0.08 0.11 S815-S814 S815 S814 8 17.31 0.0480 0.010 2.08 0.04 0.06 S817-S812 S817 S812 8 324.55 0.0020 0.032 0.97 0.14 0.20 S818-S817 S818 S817 8 249.78 0.0012 0.002 0.33 0.04 0.06 S819-S818 S819 S818 8 21.21 0.0009 0.002 0.31 0.04 0.06 S820-S817 S820 S817 8 328.59 0.0043 0.021 1.12 0.09 0.14 V001-V800 V001 V800 21 321.67 0.0033 0.222 1.82 0.23 0.13 V002-OC03 V002 OC03 8 40.60 0.2098 0.219 8.79 0.11 0.17 V003-V002 V003 V002 8 7.81 0.0077 0.164 2.50 0.22 0.33
V004-V002 V004 V002 8 252.13 0.0070 0.055 1.76 0.13 0.20 V004-V003 V004 V003 8 226.01 0.0020 0.164 1.54 0.32 0.48 V005-V004 V005 V004 8 377.67 0.0020 0.181 1.56 0.34 0.51 V006-V005 V006 V005 8 375.04 0.0020 0.175 1.55 0.33 0.50 V007-V006 V007 V006 8 275.46 0.0020 0.134 1.46 0.28 0.43 V008-V007 V008 V007 8 269.33 0.0020 0.122 1.42 0.27 0.41 V009-V008 V009 V008 8 269.11 0.0020 0.108 1.36 0.26 0.38 V010-V009 V010 V009 8 272.90 0.0016 0.019 0.76 0.11 0.17 V011-V010 V011 V010 8 241.98 0.0024 0.012 0.78 0.08 0.12 V012-V004 V012 V004 8 204.18 0.0079 0.034 1.60 0.10 0.15 V013-V012 V013 V012 8 202.31 0.0021 0.030 0.96 0.13 0.20 V014-V013 V014 V013 8 378.25 0.0020 0.018 0.81 0.10 0.15 V015-V014 V015 V014 8 347.44 0.0020 0.009 0.67 0.08 0.11 V016-V015 V016 V015 8 227.75 0.0015 0.007 0.57 0.07 0.11 V017-V016 V017 V016 8 237.50 0.0020 0.007 0.62 0.07 0.10 V018-V006 V018 V006 8 278.45 0.0023 0.035 1.05 0.14 0.21 V019-V018 V019 V018 8 273.69 0.0020 0.033 0.98 0.14 0.21 V020-V019 V020 V019 8 286.67 0.0020 0.028 0.93 0.13 0.19 V021-V020 V021 V020 8 107.40 0.0117 0.002 0.81 0.03 0.04 V022-V007 V022 V007 8 391.45 0.0020 0.009 0.66 0.07 0.11 V023-V022 V023 V022 8 388.78 0.0020 0.004 0.51 0.05 0.07 V024-V009 V024 V009 8 334.89 0.0020 0.087 1.28 0.23 0.34 V025-V010 V025 V010 8 213.17 0.0024 0.005 0.58 0.05 0.08 V027-OC07 V027 OC07 8 363.13 0.0181 0.141 3.25 0.16 0.25 V028-V027 V028 V027 8 392.19 0.0021 0.134 1.49 0.28 0.42 V029-OC04 V029 OC04 8 17.31 0.2899 0.170 9.13 0.09 0.14 V030-V029 V030 V029 8 169.97 0.0125 0.113 2.68 0.16 0.24 V031-V030 V031 V030 8 301.99 0.0020 0.063 1.18 0.19 0.29 V032-V031 V032 V031 8 525.05 0.0022 0.031 1.00 0.13 0.20 V033-V013 V033 V013 8 197.00 0.0023 0.007 0.65 0.06 0.09 V034-V033 V034 V033 8 198.55 0.0020 0.006 0.58 0.06 0.09 V035-V014 V035 V014 8 183.83 0.0026 0.005 0.61 0.05 0.08 V036-V020 V036 V020 8 279.62 0.0024 0.021 0.91 0.11 0.16 V800-Y812 V800 Y812 21 671.98 0.0016 0.222 1.39 0.28 0.16 V804-V008 V804 V008 8 392.85 0.0044 0.012 0.94 0.07 0.10 V806-V024 V806 V024 8 367.22 0.0045 0.082 1.70 0.18 0.27 V808-V806 V808 V806 8 158.48 0.0080 0.038 1.65 0.11 0.16 V809A-V808 V809A V808 8 295.92 0.0030 0.038 1.17 0.13 0.20 V809-V809A V809 V809A 8 18.49 0.0465 0.038 3.07 0.07 0.10 V812-V809 V812 V809 8 204.71 0.0027 0.038 1.13 0.14 0.21 V813-V812 V813 V812 8 381.88 0.0040 0.031 1.23 0.11 0.17 Appendix 3 - Capacity Analysis - Model Results 82
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Future Peak Wet Weather Flow (PWWF) Scenario W002-OC09 W002 OC09 8 104.09 0.0549 0.362 6.32 0.20 0.30 W003-W002 W003 W002 8 363.56 0.0020 0.358 1.59 0.67 1.00 W004-W003 W004 W003 8 359.52 0.0020 0.346 1.77 0.55 0.82 W005-W004 W005 W004 8 338.50 0.0020 0.346 1.77 0.55 0.82 W006-OC09 W006 OC09 10 335.95 0.0017 0.488 1.86 0.58 0.70 W007-W006 W007 W006 10 328.62 0.0016 0.475 1.82 0.58 0.69 W008-W007 W008 W007 10 332.15 0.0016 0.464 1.78 0.58 0.69 W010-W008 W010 W008 8 164.00 0.0048 0.119 1.92 0.21 0.32 W011-W010 W011 W010 10 172.33 0.0031 0.110 1.57 0.21 0.25 W012-W011 W012 W011 10 336.40 0.0016 0.110 1.24 0.25 0.30 W013A-W013 W013A W013 8 339.38 0.0020 0.044 1.06 0.16 0.24 W013-W012 W013 W012 10 245.70 0.0016 0.057 1.04 0.18 0.21 W014-W013 W014 W013 10 85.39 0.0016 0.013 0.67 0.09 0.10 W015-W014 W015 W014 10 333.82 0.0016 0.013 0.66 0.09 0.10 W016-W008 W016 W008 8 315.15 0.0096 0.105 2.38 0.17 0.25 W017-W016 W017 W016 8 191.32 0.0035 0.097 1.61 0.21 0.31 W018-W017 W018 W017 8 138.34 0.0038 0.092 1.65 0.20 0.30 W019-W018 W019 W018 8 144.93 0.0020 0.085 1.28 0.22 0.34 W020-W019 W020 W019 8 282.09 0.0021 0.050 1.13 0.17 0.25 W021-W020 W021 W020 8 316.64 0.0019 0.026 0.89 0.13 0.19 W022-W021 W022 W021 8 175.83 0.0021 0.012 0.73 0.08 0.13 W023-W019 W023 W019 8 297.30 0.0020 0.016 0.78 0.10 0.15 W024-W023 W024 W023 8 269.07 0.0020 0.008 0.65 0.07 0.11 W025-W024 W025 W024 8 296.38 0.0020 0.004 0.52 0.05 0.08 W026-W024 W026 W024 8 133.78 0.0027 0.004 0.59 0.05 0.07 W027-W009 W027 W009 8 306.80 0.0023 0.240 1.77 0.39 0.58 W028-W027 W028 W027 8 307.72 0.0020 0.236 1.66 0.40 0.60 W029-W028 W029 W028 8 182.55 0.0051 0.236 2.37 0.30 0.45 W030-W029 W030 W029 8 77.43 0.0021 0.020 0.86 0.11 0.16 W031-W030 W031 W030 8 280.12 0.0020 0.018 0.81 0.10 0.15 W032-W031 W032 W031 8 329.52 0.0020 0.013 0.74 0.09 0.13 W033-W032 W033 W032 8 233.99 0.0020 0.010 0.68 0.08 0.12 W034-W033 W034 W033 8 330.81 0.0020 0.005 0.57 0.06 0.09 W035-W034 W035 W034 8 66.47 0.0022 0.003 0.48 0.04 0.06 W036-W034 W036 W034 8 83.81 0.0020 0.003 0.46 0.04 0.06 W037-W029 W037 W029 8 140.65 0.0022 0.214 1.70 0.36 0.54 W038-W037 W038 W037 8 276.97 0.0020 0.134 1.45 0.29 0.43 W039-W038 W039 W038 8 273.40 0.0020 0.134 1.45 0.29 0.43 W040-W039 W040 W039 8 372.46 0.0020 0.126 1.42 0.28 0.42 W041-W040 W041 W040 8 247.19 0.0020 0.115 1.39 0.26 0.40 W042-W041 W042 W041 8 300.53 0.0020 0.112 1.38 0.26 0.39 W043-W042 W043 W042 8 108.50 0.0369 0.112 3.90 0.12 0.18 W044-W039 W044 W039 8 190.68 0.0039 0.004 0.65 0.04 0.06 W045-W040 W045 W040 8 147.93 0.0020 0.007 0.61 0.06 0.10 W046-W045 W046 W045 8 236.00 0.0020 0.005 0.56 0.06 0.08 W047-W037 W047 W037 8 176.63 0.0020 0.077 1.24 0.21 0.32 W048-W047 W048 W047 8 346.48 0.0020 0.075 1.24 0.21 0.31 W049-W048 W049 W048 8 347.76 0.0020 0.070 1.21 0.20 0.30 W050-W049 W050 W049 8 201.18 0.0020 0.013 0.74 0.09 0.13 W051-W050 W051 W050 8 295.25 0.0020 0.011 0.70 0.08 0.12 W052-W051 W052 W051 8 291.54 0.0020 0.006 0.58 0.06 0.09 W053-W052 W053 W052 8 82.71 0.0031 0.002 0.47 0.03 0.04 W054-W049 W054 W049 8 134.84 0.0045 0.052 1.49 0.14 0.21 W055-W054 W055 W054 8 350.69 0.0023 0.035 1.04 0.14 0.21 W056-W055 W056 W055 8 300.89 0.0027 0.010 0.76 0.07 0.11 W056-W057 W056 W057 8 300.86 0.0024 0.010 0.72 0.07 0.11 Appendix 3 - Capacity Analysis - Model Results 83
Pipe ID From
ID
To
ID
Diameter
(inches)
Length
(feet) Slope Flow(MGD)
Velocity
(ft/s)
Water Depth
(feet) d/D
Model Results - Future Peak Wet Weather Flow (PWWF) Scenario Y001-Y806 Y001 Y802 8 323.27 0.0258 0.017 1.96 0.05 0.08 Y002-Y022 Y002 Y022 8 186.17 0.0047 0.017 1.08 0.08 0.12 Y003-Y002 Y003 Y002 8 129.16 0.0054 0.017 1.14 0.08 0.12 Y004-Y003 Y004 Y003 8 203.18 0.0053 0.017 1.13 0.08 0.12 Y005-Y806 Y005 Y806 8 337.49 0.0027 0.175 1.73 0.31 0.46 Y006-Y005 Y006 Y005 8 339.60 0.0028 0.175 1.76 0.30 0.45 Y007-Y006 Y007 Y006 8 150.72 0.0029 0.149 1.71 0.27 0.41 Y008-Y007 Y008 Y007 8 186.66 0.0030 0.126 1.65 0.25 0.37 Y009-Y008 Y009 Y008 8 225.62 0.0035 0.126 1.74 0.24 0.36 Y010-Y009 Y010 Y009 8 101.96 0.0029 0.041 1.19 0.14 0.21 Y011-Y010 Y011 Y010 8 204.62 0.0029 0.041 1.19 0.14 0.21 Y012-Y011 Y012 Y011 8 140.10 0.0031 0.041 1.21 0.14 0.21 Y013-Y810 Y013 Y810 8 362.09 0.0031 0.059 1.35 0.17 0.25 Y014-Y013 Y014 Y013 8 345.76 0.0036 0.036 1.22 0.12 0.19 Y015-V030 Y015 V030 8 208.01 0.0202 0.019 1.88 0.06 0.09 Y016-Y015 Y016 Y015 8 218.23 0.0024 0.013 0.79 0.08 0.13 Y017-V031 Y017 V031 8 217.44 0.0075 0.018 1.30 0.08 0.11 Y018-Y017 Y018 Y017 8 207.25 0.0016 0.014 0.71 0.10 0.15 Y019-V032 Y019 V032 8 442.51 0.0074 0.019 1.31 0.08 0.12 Y020-V029 Y020 V029 8 25.90 0.0981 0.057 4.49 0.07 0.10 Y021-Y019 Y021 Y019 8 36.84 0.0312 0.009 1.70 0.04 0.06 Y022-Y001 Y022 Y001 8 86.46 0.0063 0.017 1.19 0.08 0.11 Y023-Y810 Y023 Y810 8 273.34 0.0018 0.000 0.00 0.00 0.00 Y024-Y014 Y024 Y014 8 296.48 0.0033 0.036 1.20 0.13 0.19 Y810-Y808 Y810 Y808 8 326.58 0.0026 0.079 1.38 0.20 0.30 Y811-Y809 Y811 Y809 12 148.65 0.0078 0.207 2.58 0.21 0.21 Z001-Z831 Z001 Z831 8 91.85 0.0072 0.131 2.29 0.20 0.30 Z002A-Z831 Z002A Z831 10 394.36 0.0030 0.119 1.59 0.22 0.27 Z002-Z001 Z002 Z001 8 301.97 0.0017 0.131 1.35 0.30 0.44 Z003-Z002 Z003 Z002 8 62.09 0.0027 0.114 1.55 0.24 0.36 Z004-Z002A Z004 Z002A 10 319.44 0.0020 0.119 1.38 0.24 0.29 Z004-Z003 Z004 Z003 8 251.02 0.0019 0.097 1.30 0.24 0.37 Z005-Z004 Z005 Z004 8 287.84 0.0020 0.073 1.22 0.21 0.31 Z006-Z005 Z006 Z005 8 273.44 0.0021 0.067 1.21 0.20 0.30 Z007-Z029 Z007 Z029 8 230.35 0.0020 0.168 1.54 0.33 0.49 Z008-Z007 Z008 Z007 8 357.48 0.0022 0.168 1.59 0.32 0.48 Z009-Z008 Z009 Z008 8 223.11 0.0021 0.150 1.51 0.30 0.45 Z010-Z009 Z010 Z009 8 112.84 0.0039 0.134 1.85 0.24 0.36 Z011-Z010 Z011 Z010 8 425.76 0.0040 0.134 1.86 0.24 0.36 Z012-Z011 Z012 Z011 8 18.21 0.0033 0.134 1.74 0.25 0.37 Z015-Z028 Z015 Z028 12 153.83 0.0026 0.207 1.74 0.28 0.28 Z016-Z800 Z016 Z800 8 303.39 0.0045 0.079 1.67 0.17 0.26 Z017-Z016 Z017 Z016 8 290.36 0.0003 0.006 0.31 0.10 0.14 Z018-Z004 Z018 Z004 8 333.81 0.0020 0.143 1.46 0.30 0.45 Z019-Z018 Z019 Z018 8 355.97 0.0023 0.090 1.36 0.22 0.33 Z020-Z019 Z020 Z019 8 289.86 0.0020 0.084 1.27 0.22 0.33 Z021-Z022 Z021 Z022 8 221.72 0.0020 0.178 1.55 0.34 0.51 Z022-Z023 Z022 Z023 8 217.99 0.0015 0.183 1.41 0.37 0.56 Z023-Z024 Z023 Z024 12 22.53 0.0044 0.183 2.04 0.23 0.23 Z024-Z015 Z024 Z015 12 145.53 0.0027 0.199 1.74 0.28 0.28 Z025-Z015 Z025 Z015 6 69.07 0.0012 0.008 0.55 0.09 0.17 Z026-Z025 Z026 Z025 6 361.94 0.0012 0.008 0.56 0.09 0.17 Z029-Z021 Z029 Z021 8 230.68 0.0020 0.168 1.53 0.33 0.49 Z029-Z030 Z028 Z030 12 129.23 0.0027 0.207 1.78 0.28 0.28 Z030-Z031 Z030 Z031 12 165.25 0.0209 0.207 3.65 0.17 0.17 Z031-Y811 Z031 Y811 12 241.87 0.0073 0.207 2.52 0.22 0.22 Appendix 3 - Capacity Analysis - Model Results 84
Appendix 4 - Condition Assessment Findings and Preliminary Recommendations Pipe ID CCTV
Date
Video
Direction Street/Address Pipe Material (from CCTV)
Diameter
(from CCTV)
Length
Surveyed
(from CCTV)
Primary
Defect(s)
Severity
Rating
Preliminary
Recommendation
Recommendation
Notes
CIP
Project(s)
B001-C001 02/14/24 DS Cerritos Ave VCP 10 277.14 Cracks D Rehabilitate (Lining) CIP-006 B002-B001 02/14/24 DS Cerritos Ave VCP 10 132.46 N/A A No Action B003-B002 02/14/24 DS Cerritos Ave VCP 10 120.34 Broken pipe C Point repair B004-B003 02/14/24 DS Cerritos Ave VCP 10 135.07 Cracks C Point repair B005-B004 02/14/24 DS 1306 Cerritos Ave VCP 10 133.66 Sag B No Action B006-B005 02/14/24 DS 1300 Cerritos Ave VCP 10 121.44 Sag C No Action B007-B006 02/14/24 DS 7200 Cerritos Ave VCP 10 255.80 Sag B No Action B008-B007 09/09/22 DS Oakhaven Dr VCP 8 267.50 Cracks, Broken Pipe D Rehabilitate (Lining) CIP-006 B009-B008 09/09/22 DS Oakhaven Dr VCP-lined 8 258.40 N/A A No Action B010-B009 09/09/22 US 7251 Oakhaven Dr VCP 8 87.10 Cracks B No Action B011-B006 09/09/22 DS Westchester Ave VCP 8 268.00 Broken pipe D Rehabilitate (Lining) CIP-006 B012-B011 09/09/22 DS Westchester Ave VCP 8 257.90 Cracks D Rehabilitate (Lining) CIP-006 B013-B012 09/09/22 US Westchester Ave VCP 8 198.30 Cracks B No Action B014-B004 09/27/22 DS Courson Dr VCP-lined 8 270.90 N/A A No Action B015-B014 09/27/22 US Grandoaks Dr VCP-lined 8 260.40 N/A A No Action B016-B015 09/27/22 DS Grandoaks Dr VCP 8 212.00 Cracks C Rehabilitate (Lining) B017-B016 09/27/22 US Grandoaks Dr VCP 8 198.00 Joint Offset C Point repair B018-B015 09/27/22 US Grandoaks Dr VCP 8 186.10 Joint Offset B No Action B019-H022 02/27/24 DS Knott Ave VCP 10 177.05 Sag D Replace CIP-006 B020-B045 02/23/24 DS Cerritos Ave VCP 8 268.53 Broken pipe D Point repair CIP-005 B021-B020 02/23/24 DS Cerritos Ave VCP-lined 8 326.34 Flow Capacity D Clean and CCTV B022-B021 02/23/24 DS Cerritos Ave VCP 8 115.83 Flow Capacity E Clean and CCTV B023-B022 02/23/24 DS Cerritos Ave VCP-lined 8 195.08 N/A A No Action B024-B023 02/22/24 DS 7191 Cerritos Ave VCP 8 56.11 Cracks D Rehabilitate (Lining) CIP-006 B025-B024 02/22/24 DS Cerritos Ave VCP 8 239.17 Cracks D Rehabilitate (Lining) CIP-006 B026A-B026 02/22/24 US Cerritos Ave VCP 8 15.30 N/A A No Action B026-B025 02/22/24 DS Cerritos Ave VCP 8 15.73 N/A A No Action B028-B022 08/25/22 DS 10431 Lexington St VCP 8 257.90 Cracks C Rehabilitate (Lining) B029-B028 09/09/22 DS Lullaby Ln VCP 8 202.20 Cracks B No Action B030-B029 09/09/22 DS Lullaby Ln VCP 8 213.60 Cracks C Rehabilitate (Lining) B031-B028 08/25/22 DS Lexington St VCP 8 257.40 Cracks B No Action B032-B031 09/09/22 DS Grandoaks Dr VCP 8 252.30 Cracks D Rehabilitate (Lining) CIP-006 B033-B032 09/09/22 DS Grandoaks Dr VCP 8 248.50 Broken pipe D Point repair CIP-005 B034-C017 08/22/22 DS 7431 Palais Rd VCP 8 290.30 Cracks B No Action B035-B034 08/22/22 DS 7361 Polais Rd VCP 8 253.40 Cracks B No Action B036-B035 08/22/22 DS 7301 Papais Rd VCP 8 350.30 Broken pipe C Point repair Appendix 4 - Condition Assessment Findings and Preliminary Recommendations 1 Pipe ID CCTV
Date
Video
Direction Street/Address Pipe Material (from CCTV)
Diameter
(from CCTV)
Length
Surveyed
(from CCTV)
Primary
Defect(s)
Severity
Rating
Preliminary
Recommendation
Recommendation
Notes
CIP
Project(s)
B037-B034 08/23/22 DS Ramblewood Dr VCP 8 354.70 Broken pipe C Point repair B038-B035 08/23/22 DS 10286 Courson Dr VCP 8 162.90 Roots B Root Treatment B039-B002 09/27/22 DS Ramblewood Dr VCP 8 240.80 Cracks, Joint Offset E Replace CIP-004 B040-B039 09/27/22 US Ramblewood Dr VCP 8 98.40 N/A A No Action B041-B019 02/27/24 DS Knott Ave VCP 10 256.20 Joint Offset D Replace CIP-006 B045-B019 02/23/24 DS Cerritos Ave VCP 8 1.10 N/A A No Action C001-I017A 02/15/24 DS Western Ave Revideo VCP 15 290.37 Infiltration, Sag D Replace CIP-006 C002-C003 03/19/24 DS Cerritos Ave VCP 8 247.69 Sag C Rehabilitate (Lining) C003-C005 03/19/24 DS 7791 Cerritos Ave VCP 8 348.49 Cracks C Point repair C005-C004 03/19/24 DS Cerritos Ave VCP 8 346.58 Deposits C Replace C006-C004 03/20/24 DS Cerritos Ave VCP 12 336.66 Cracks D Rehabilitate (Lining) CIP-006 C007-I102 03/20/24 DS Rose Ave VCP 18 310.01 Deposits C Rehabilitate (Lining) C008-C007 03/20/24 DS Cerritos Ave VCP 15 611.00 Infiltration C Rehabilitate (Lining) C009-C008 03/19/24 DS Cerritos Ave VCP 15 11.12 Flow Capacity C No Action C010-D012 08/24/22 DS 1st St VCP 8 297.70 N/A A No Action C011-C010 08/24/22 DS 1st St VCP 8 296.50 Roots B Root Treatment C012A-C001 02/15/24 DS Western Ave Revideo VCP 12 257.21 Flow Capacity D Clean and CCTV C012-C001 02/15/24 DS 7525 Western Ave VCP 12 297.48 Deposits C Rehabilitate (Lining) C013A-C012A 02/13/24 DS Western Ave VCP 12 235.96 Sag, Flow Capacity D Replace CIP-006 C013-C012 02/13/24 DS Western Ave VCP 12 197.09 Sag D Replace CIP-006 C014-C013 02/13/24 DS Western Ave VCP 12 131.56 Cracks C Point repair C015-C014 02/13/24 DS Western Ave VCP 12 149.09 Broken pipe D Point repair CIP-005 C016-C015 08/23/22 DS Western Ave VCP 12 181.70 Cracks B No Action C017-C016 08/23/22 DS Western Ave VCP 12 219.50 Cracks B No Action C019-C013A 08/24/22 DS College Dr VCP 8 338.60 Grease B Clean C020-C019 08/25/22 DS 10440 Vassar Wy VCP 8 252.70 Roots B Root Treatment C021-C019 08/24/22 DS College Dr VCP 8 239.00 Roots B Root Treatment C022-C021 08/25/22 DS College Dr VCP 8 149.00 Grease C Clean C023-C022 08/25/22 DS Scripps Wy VCP 8 162.20 Grease C Clean C024-C022 08/25/22 DS College Dr VCP 8 224.40 Grease B Clean C026-C013A 02/13/24 DS Western Ave VCP 12 282.15 Sag D Replace CIP-006 C027-C026 08/24/22 DS 7542 Cody Dr VCP 8 238.80 Joint Offset D Point repair CIP-005 C028-C027 08/24/22 DS Cody Dr VCP 8 256.80 Cracks C Rehabilitate (Lining) C029-C028 08/24/22 DS 10321 Cody Dr VCP 8 260.30 Cracks B No Action C030-C029 08/23/22 DS Cody Dr VCP 8 249.30 Broken pipe D Point repair CIP-005 C031-C030 08/23/22 DS 7700 Cody Dr VCP 8 41.80 Grease B Clean Appendix 4 - Condition Assessment Findings and Preliminary Recommendations 2 Pipe ID CCTV
Date
Video
Direction Street/Address Pipe Material (from CCTV)
Diameter
(from CCTV)
Length
Surveyed
(from CCTV)
Primary
Defect(s)
Severity
Rating
Preliminary
Recommendation
Recommendation
Notes
CIP
Project(s)
C032-C031 08/23/22 DS Cody Dr VCP 8 143.40 Grease C Clean C033-C032 08/23/22 DS Cody Dr VCP 8 108.00 Grease C Clean C034-C033 08/23/22 DS Cody Dr VCP 8 169.00 Grease C Clean C035-C034 08/23/22 DS Sentry Dr VCP 8 161.10 Grease C Clean C036-C035 08/23/22 DS Sentry Dr VCP-lined 8 234.50 Grease C Clean C037-C026 08/23/22 DS Western St VCP 10 201.80 Grease B Clean C038-C027 08/22/22 DS Garrett St VCP-lined 8 263.30 N/A A No Action C039-C028 08/22/22 DS Masterson Dr VCP-lined 8 262.90 N/A A No Action C040-C029 08/19/22 DS Courtright St VCP 8 262.00 Cracks D Rehabilitate (Lining) CIP-006 C041-C031 08/24/22 DS 10261 Wyatt Rd VCP 8 327.40 Cracks B No Action C042-C041 08/24/22 DS 10260 Wyatt Rd VCP 8 148.80 Cracks B No Action C043-C029 08/19/22 DS Courtright St VCP 8 248.10 Roots B Root Treatment C044-C030 08/23/22 DS Hickok Rd VCP 8 207.30 Grease B Clean C045-C035 08/22/22 DS 2nd St VCP 8 199.10 Roots B Root Treatment C046-C047 08/25/22 DS 2nd St VCP 8 307.60 Roots B Root Treatment C047-C048 08/25/22 DS 2nd St VCP 8 36.20 Grease B Clean C048-D014 08/25/22 DS 2nd St VCP 8 348.40 Joint Offset C Point repair C049-C045 08/25/22 US 1795 2nd St VCP 8 30.20 N/A A No Action C049-C045 08/24/22 US 2nd St VCP 8 189.00 Roots B Root Treatment C051-C011 08/24/22 US 1st St VCP 8 139.10 Roots D Rehabilitate (Lining) CIP-006 C052-C024 08/25/22 DS College Dr VCP 8 236.50 Grease B Clean C053-C052 08/25/22 DS Lenders Wy VCP 8 298.60 Grease B Clean C054-C052 08/25/22 US Lenders Wy VCP 8 138.70 Grease B Clean C055-C024 08/25/22 US Rutgers Wy VCP 8 138.60 Roots D Rehabilitate (Lining) CIP-006 C056-C046 08/25/22 US 7842 2nd St VCP 8 188.90 Roots C Rehabilitate (Lining) C057-I051 10/05/22 US 10502 Rose St VCP 12 314.00 N/A A No Action C058-C057 10/05/22 US 10502 Rose St VCP 12 9.00 N/A A No Action C800-C017 08/23/22 DS Western St VCP 12 111.90 N/A A No Action C806-C037 08/23/22 DS 10250 Western St VCP 8 324.00 Cracks B No Action C809-C038 08/22/22 DS Garrett St VCP-lined 8 265.80 N/A A No Action C812-C039 08/22/22 DS Masterson Dr VCP-lined 8 265.50 N/A A No Action C813-C040 08/19/22 DS Courtright St VCP 8 264.70 Cracks C Rehabilitate (Lining) D001-C006 03/19/24 DS 7922 Cerritos Ave VCP 12 304.80 Broken pipe D Point repair 2 point repairs CIP-005 D002-D090 03/19/24 DS Cerritos Ave VCP-lined 10 80.06 Lining Defect C Point repair D003-D002 03/19/24 DS Cerritos Ave VCP 10 250.29 N/A A No Action D004-D091 08/19/22 DS Cerritos St VCP 10 259.70 Grease B Clean Appendix 4 - Condition Assessment Findings and Preliminary Recommendations 3 Pipe ID CCTV
Date
Video
Direction Street/Address Pipe Material (from CCTV)
Diameter
(from CCTV)
Length
Surveyed
(from CCTV)
Primary
Defect(s)
Severity
Rating
Preliminary
Recommendation
Recommendation
Notes
CIP
Project(s)
D005-D004 08/19/22 DS Cerritos St VCP 10 327.80 Grease C Clean D006-D005 08/19/22 DS Cerritos St VCP 10 336.30 Grease, Flow Capacity C Clean D007-D006 08/19/22 DS Cerritos St VCP 10 336.40 Grease, Flow Capacity C Clean D008-D007 08/19/22 DS Cerritos St VCP 10 136.50 Grease C Clean D009-D008 08/19/22 DS Cerritos St VCP 10 181.80 Grease B Clean D010-D009 08/19/22 DS Cerritos St VCP 10 330.20 Roots B Root Treatment D011-D001 01/10/24 DS Beach Blvd VCP 10 292.00 Sag, Broken Pipe D Replace CIP-006 D012-D011 01/10/24 DS Beach Blvd VCP 10 287.00 Sag B No Action D012-D098 01/10/24 DS Beach Blvd VCP 10 309.00 Sag C Replace D013-D012 01/10/24 DS Beach Blvd VCP 10 252.00 Sag, Joint Offset C Point repair D014-D013 01/09/24 DS Beach Blvd VCP 10 245.00 Cracks C Point repair D015-D014 01/09/24 DS Beach Blvd VCP 10 286.00 Sag B No Action D016-D015 01/09/24 DS Beach Blvd VCP 10 291.00 Sag C Point repair D018-D031 01/09/24 DS Beach Blvd VCP 15 402.00 Flow Capacity C No Action D020-D018 01/09/24 DS Beach Blvd VCP 15 402.00 Flow Capacity B No Action D021-D020 01/09/24 DS Beach Blvd VCP 15 437.00 Flow Capacity C Clean D022-D021 01/08/24 US Beach Blvd VCP 15 385.00 Flow Capacity C Clean D023-D016 01/09/24 US 10200 Beach Blvd VCP 8 102.00 Cracks C Point repair 2 point repairs D024-D023 01/08/24 DS 1240 Beach Blvd VCP 8 331.00 N/A A No Action D025-D022 01/08/24 DS Beach Blvd VCP 8 27.00 N/A A No Action D025-D023 01/09/24 DS Beach Blvd VCP 8 N/A A No Action
D026-D025 08/09/22 DS Starr St VCP 8 250.40 Roots C Rehabilitate (Lining) D027A-D026 08/09/22 DS Starr St VCP 8 82.10 Grease B Clean D027B-D027 08/09/22 DS Starr St VCP 8 130.00 Grease B Clean D027-D027A 08/09/22 DS Starr St VCP 8 157.70 Grease B Clean D028-D027B 08/09/22 DS Starr St VCP 8 86.10 Grease B Clean D029A-D029 08/09/22 DS Starr St VCP 8 82.00 Grease B Clean D029-D028 08/09/22 DS Starr St VCP 8 146.20 Cracks B No Action D030-D029A 08/09/22 DS Starr St VCP 8 169.10 Cracks B No Action D031-C009 03/19/24 DS Cerritos Ave VCP 15 113.52 Flow Capacity C No Action D032-D031 03/19/24 DS Cerritos Ave VCP 15 324.44 Flow Capacity C No Action D033-D032 03/18/24 DS 8113 Cerritos Ave VCP 12 247.39 Infiltration D Point repair 2 point repairs CIP-005 D034-D033 03/18/24 DS 8100 Cerritos Ave VCP 12 338.77 Cracks C Point repair D035-D034 03/15/24 DS 8250 Cerritos Ave VCP 12 326.34 Grease B Clean D036-D035 03/15/24 DS 8350 Cerritos Ave VCP 12 474.32 Joint Offset C Point repair D037-D036 03/14/24 DS 8400 Cerritos Ave VCP 12 425.14 Cracks B No Action Appendix 4 - Condition Assessment Findings and Preliminary Recommendations 4 Pipe ID CCTV
Date
Video
Direction Street/Address Pipe Material (from CCTV)
Diameter
(from CCTV)
Length
Surveyed
(from CCTV)
Primary
Defect(s)
Severity
Rating
Preliminary
Recommendation
Recommendation
Notes
CIP
Project(s)
D038-D032 08/11/22 DS Easement VCP 8 144.20 Cracks B No Action D039-D038 08/11/22 DS Easement VCP 8 222.10 Grease B Clean D040-D039 08/11/22 DS Easement VCP 8 216.40 Grease B Clean D041-D040 08/11/22 DS Easement VCP 8 217.50 Grease B Clean D042-D041 08/11/22 DS Easement VCP 8 136.30 Grease B Clean D043-D042 08/11/22 US Easement VCP 8 204.20 Debris B Clean D044-D043 08/03/22 US Continental Garden Apts VCP 8 24.00 Debris B Clean D045-D038 08/11/22 US Easement VCP 6 334.10 Grease B Clean D046-D006 08/10/22 DS Fern St VCP 8 95.00 Grease B Clean D047-D046 08/10/22 DS Fern St VCP 8 60.80 Roots B Root Treatment D048-D047 08/10/22 DS Fern St VCP 8 267.60 Roots C Rehabilitate (Lining) D049-D048 08/10/22 DS Fern St VCP 8 54.30 Grease, Flow Capacity B Clean D050-D049 08/10/22 DS Fern St VCP 8 287.00 Grease, Flow Capacity E Clean and CCTV D051-D050 08/09/22 DS Fern St VCP 8 34.80 Grease D Clean and CCTV D052-D051 08/09/22 DS Fern St VCP 8 157.40 Grease D Clean and CCTV D053-D052 08/09/22 DS Fern St VCP 8 197.00 Grease C Clean D054-D053 08/09/22 DS Palais Rd VCP 8 339.50 Grease B Clean D055-D054 08/09/22 DS Palais Rd VCP 8 344.40 Cracks B No Action D056-D055 08/09/22 DS Palais Rd VCP 8 347.80 Roots C Rehabilitate (Lining) D057-D050 08/10/22 DS Chanticleer Rd VCP 8 247.00 Grease B Clean D058-D057 08/10/22 DS Chanticleer Rd VCP 8 258.80 Grease C Clean D059-D058 08/10/22 DS Chanticleer Rd VCP 8 258.30 Grease B Clean D060-D059 08/10/22 DS Chanticleer Rd VCP 8 256.80 Grease B Clean D061-D060 08/09/22 DS Sonnet St VCP 8 305.40 Grease B Clean D062-D047 08/10/22 DS Easement VCP 8 246.10 Grease C Clean D063-D062 08/10/22 DS Easement VCP 8 249.50 Grease C Clean D064-D049 08/11/22 US Easement VCP 8 172.20 Broken pipe E Point repair CIP-001 D065-D064 08/11/22 US Easement VCP 8 198.00 Grease B Clean D067-D051 08/10/22 DS Easement VCP 8 246.10 Broken pipe E Point repair CIP-001 D068-D067 08/10/22 DS Easement VCP 8 248.80 Grease B Clean D069-D070 08/08/22 DS WINSTON RD VCP 8 266.90 Cracks B No Action D070-D071 08/08/22 DS WINSTON RD VCP 8 251.20 Grease B Clean D071-D072 08/08/22 DS WINSTON RD VCP 8 253.70 N/A A No Action D072-D073 08/08/22 DS Vantage St VCP 8 207.20 Cracks B No Action D073-D074 08/08/22 DS Starr St VCP 8 256.90 Roots B Root Treatment D074-D030 08/09/22 DS Starr St VCP 8 97.00 Grease B Clean Appendix 4 - Condition Assessment Findings and Preliminary Recommendations 5 Pipe ID CCTV
Date
Video
Direction Street/Address Pipe Material (from CCTV)
Diameter
(from CCTV)
Length
Surveyed
(from CCTV)
Primary
Defect(s)
Severity
Rating
Preliminary
Recommendation
Recommendation
Notes
CIP
Project(s)
D075-D074 08/09/22 DS Fern Ave VCP 8 224.40 Grease B Clean D081-D073 08/08/22 DS Vantage St VCP 8 181.40 Grease C Clean D082-D081 08/08/22 DS LOLA AVE VCP 8 252.40 Grease B Clean D083-D082 08/08/22 DS LOLA AVE VCP 8 252.10 Grease B Clean D084-D083 08/08/22 DS LOLA AVE VCP 8 254.00 Grease B Clean D085-D084 08/08/22 DS Sonnet St VCP 8 244.80 Grease B Clean D086-D008 08/11/22 DS Ashdale St VCP 8 233.40 Joint Offset E Point repair 2 point repairs CIP-001 D086-D008 08/19/22 US Ashdale St VCP 8 3.50 Joint Offset E Point repair 2 point repairs CIP-001 D087-D086 08/11/22 DS Ashdale St VCP 8 302.40 Grease B Clean D090-D001 03/19/24 DS Beach Blvd VCP 8 15.63 Cracks D Rehabilitate (Lining) CIP-006 D091-D003 03/19/24 US Cerritos Ave VCP 10 67.73 N/A A No Action D091-D032 03/19/24 DS Cerritos Ave VCP 10 9.42 Cracks B No Action D092-D074 08/08/22 DS Fern Ave VCP 8 331.70 Grease B Clean D093-D059 11/04/22 DS Banff St VCP 8 160.00 N/A A No Action D094-D058 08/10/22 DS Ashdale St VCP 8 154.70 Grease B Clean D095-D057 08/10/22 DS Vantage St VCP 8 158.50 Grease B Clean D096-D071 08/08/22 DS Ashdale St VCP 8 150.30 N/A A No Action D097-D070 08/08/22 DS Banff St VCP 8 150.70 N/A A No Action D098-D090 01/10/24 DS Beach Blvd VCP 10 275.00 Sag D Replace CIP-006 E001-D010 08/19/22 DS Cerritos Ave VCP 10 328.00 Grease C Clean E001-E003 08/19/22 DS Cerritos Ave VCP 10 11.00 N/A A No Action E002-E001 08/19/22 US Cerritos Ave VCP 8 24.00 N/A A No Action E003-D037 08/24/22 DS Cerritos Ave VCP 12 426.00 Grease B Clean E005A-E003 08/23/22 DS Cerritos Ave VCP 12 496.00 Grease B Clean E005-E005A 08/19/22 DS Cerritos Ave VCP 8 11.00 Grease C Clean E006-E005 08/18/22 DS Cerritos Ave VCP 8 284.00 Grease, Flow Capacity B Clean E007-E006 08/18/22 DS Cerritos Ave VCP 8 285.00 Grease, Flow Capacity C Clean E008-E007 08/18/22 DS Cerritos Ave VCP 8 280.00 Cracks B No Action E009-E008 08/18/22 DS Cerritos Ave VCP 8 20.00 Grease C Clean E010-E009 08/18/22 DS Cerritos Ave VCP-lined 8 169.00 N/A A No Action E011-E010 08/18/22 US Cerritos Ave VCP 8 19.00 Broken pipe D Point repair CIP-005 E012-E011 08/18/22 DS Cerritos Ave VCP 8 314.00 N/A A No Action E013-E012 08/18/22 DS Cerritos Ave VCP 8 308.00 N/A A No Action E014-E013 08/18/22 DS Cerritos Ave VCP/PVC 8 200.00 N/A A No Action E015-E005A 08/02/22 DS YANA DR VCP 8 313.00 Grease B Clean E016-E015 08/02/22 DS YANA DR VCP 8 294.00 Cracks C Rehabilitate (Lining) Appendix 4 - Condition Assessment Findings and Preliminary Recommendations 6 Pipe ID CCTV
Date
Video
Direction Street/Address Pipe Material (from CCTV)
Diameter
(from CCTV)
Length
Surveyed
(from CCTV)
Primary
Defect(s)
Severity
Rating
Preliminary
Recommendation
Recommendation
Notes
CIP
Project(s)
E017-E016 08/02/22 DS YANA DR VCP 8 242.00 Cracks C Rehabilitate (Lining) E018-E017 08/02/22 DS YANA DR VCP 8 189.00 Cracks B No Action E019-E018 08/02/22 DS YANA DR VCP 8 269.00 Cracks C Rehabilitate (Lining) E020-E019 08/02/22 DS YANA DR VCP 8 267.00 Cracks C Rehabilitate (Lining) E021-E020 08/02/22 DS YANA DR VCP 8 257.00 Cracks B No Action E022-E021 08/15/22 DS LOLA AVE VCP-lined 8 309.00 N/A A No Action E023-E021 08/02/22 DS LOLA AVE VCP 8 299.00 N/A A No Action E024-E023 08/02/22 US LOLA AVE VCP 8 175.00 Grease B Clean E026-D060 08/15/22 DS CHANTICLEER RD VCP 8 266.00 Grease B Clean E027-E026 08/15/22 DS 10295 Dale St VCP 8 252.00 Grease B Clean E028-E027 08/15/22 DS Dale St VCP 8 246.00 Grease B Clean E029-D069 08/15/22 DS WINSTON RD VCP 8 270.00 Grease B Clean E030-E029 08/15/22 DS 10222 Dale St VCP 8 262.00 Grease B Clean E031-E017 08/01/22 DS CHANTICLEER RD VCP 8 180.00 Cracks B No Action E032-E031 08/01/22 DS CHANTICLEER RD VCP 8 70.00 Cracks C Rehabilitate (Lining) E033-E032 08/01/22 US CHANTICLEER RD VCP 8 94.00 Grease B Clean E034-E032 08/02/22 DS Alley VCP-lined 8 347.00 Grease B Clean E035-E034 08/02/22 DS Alley VCP-lined 8 349.00 N/A A No Action E036-E035 08/01/22 US Alley off lola Ave VCP 8 200.00 Cracks C Rehabilitate (Lining) E037-E017 08/01/22 DS CHANTICLEER RD VCP 8 223.00 Roots C Rehabilitate (Lining) E038-E037 08/01/22 US CHANTICLEER RD VCP 8 298.00 Cracks C Rehabilitate (Lining) E039-E038 08/01/22 DS MAC Duff St VCP 8 299.00 Cracks C Rehabilitate (Lining) E040-E039 08/01/22 DS MAC Duff St VCP 8 154.50 Cracks C Rehabilitate (Lining) E040-E039 08/01/22 US MAC Duff St VCP 8 144.60 Cracks C Rehabilitate (Lining) E041-E040 08/01/22 DS MAC Duff St VCP 8 299.00 N/A A No Action E042-E041 08/01/22 US MAC Duff St VCP 8 144.00 N/A A No Action E043-E037 08/01/22 DS WASCO RD VCP-lined 8 227.00 N/A A No Action E044-E043 08/01/22 DS WASCO RD VCP-lined 8 349.00 N/A A No Action E045-E044 08/01/22 US WASCO RD VCP 8 201.00 N/A A No Action E046-E016 08/05/22 DS HARRIET LN VCP 8 349.00 N/A A No Action E047-E046 08/05/22 US HARRIET LN VCP 8 107.00 Cracks B No Action E048-E015 08/05/22 DS LULLABY LN VCP 8 349.00 Cracks C Rehabilitate (Lining) E049-E048 08/05/22 US LULLABY LN VCP 8 107.00 Grease B Clean E050-E002 08/15/22 DS Dale St VCP 8 346.00 Roots B Root Treatment E051-E050 08/15/22 DS Dale St VCP 8 149.00 Roots B Root Treatment E052-E008 08/03/22 DS Alley VCP 8 160.00 Broken pipe D Point repair CIP-005 Appendix 4 - Condition Assessment Findings and Preliminary Recommendations 7 Pipe ID CCTV
Date
Video
Direction Street/Address Pipe Material (from CCTV)
Diameter
(from CCTV)
Length
Surveyed
(from CCTV)
Primary
Defect(s)
Severity
Rating
Preliminary
Recommendation
Recommendation
Notes
CIP
Project(s)
E054-E810 08/03/22 DS SHERRILL ST VCP-lined 8 266.00 Grease C Clean E055-E054 08/03/22 DS KENNELLY LN VCP 8 358.00 Grease B Clean E056-E055 08/03/22 DS KENNELLY LN VCP 8 358.00 Cracks C Point repair E057-E056 08/03/22 US KENNELLY LN VCP 8 271.00 Roots D Rehabilitate (Lining) CIP-006 E057-E056 08/03/22 DS KENNELLY LN VCP 8
53.00 Deposits, Lateral Intrusion D Rehabilitate (Lining) CIP-006 E058-E054 08/03/22 DS SHERRILL ST VCP 8 261.00 Cracks C Rehabilitate (Lining) E059-E058 08/03/22 DS LOLA AVE VCP 8 356.00 Cracks B No Action E060-E059 08/03/22 DS LOLA AVE VCP 8 356.00 Cracks B No Action E061-E060 08/03/22 DS LOLA AVE VCP 8 360.00 Cracks C Rehabilitate (Lining) E801-E030 08/15/22 DS Dale St VCP 8 265.00 N/A A No Action E811-E810 08/04/22 DS WINSTON RD VCP 8 347.00 Grease B Clean E812-E811 08/04/22 DS WINSTON RD VCP 8 252.00 Cracks C Rehabilitate (Lining) E833-E058 08/03/22 US SHERRILL ST VCP 8 122.00 Cracks C Rehabilitate (Lining) F003-F002 08/22/22 DS Cerritos Ave VCP 15 349.20 Cracks B No Action F004-F003 08/22/22 DS Cerritos Ave VCP 15 349.10 Grease B Clean F005-F004 08/22/22 DS Cerritos Ave VCP 15 352.30 Grease B Clean F006A-F800 08/04/22 DS Alley VCP 8 365.00 Cracks C Rehabilitate (Lining) F006-F006A 08/04/22 DS Alley VCP 8 46.00 Grease B Clean F007-F006 08/04/22 DS OLIVEWOOD APTS VCP 8 85.00 Roots C Rehabilitate (Lining) F008-F007 08/04/22 DS OLIVEWOOD APTS VCP 8 333.00 Roots B Root Treatment F009-F008 08/04/22 DS OLIVEWOOD APTS VCP 8 331.00 Roots B Root Treatment G001-G001A 11/04/22 DS Easement VCP 8 6.10 Deposits D Clean and CCTV G002-G001 11/04/22 DS Via Jacara VCP 8 133.90 Deposits D Clean and CCTV G002-G001 11/04/22 US Via Jacara VCP 8 7.00 Deposits D Clean and CCTV G003-G002 11/04/22 DS Via Jacara VCP 8 163.00 Deposits D Clean and CCTV G004-G003 11/04/22 DS Via Irana VCP 8 281.00 Deposits D Clean and CCTV G005-G004 11/04/22 DS Via Irana Concrete 8 298.00 Erosion D Replace CIP-006 G006-G005 11/04/22 DS Via Irana Concrete 8 169.00 Erosion D Replace CIP-006 G007-G012 11/03/22 US Via Irana Concrete 8 132.00 Erosion D Replace CIP-002 G008-G001 11/03/22 DS Via Jacara VCP 8 103.00 Grease B Clean G009-G008 11/03/22 US Via Kannela VCP 8 75.50 Deposits C Point repair 2 point repairs G009-G008 11/03/22 DS Via Kannela VCP 8 248.90 Deposits C Point repair G010-G009 11/03/22 DS 6880 Via Kannela Concrete 8 85.10 Erosion E Replace CIP-002 G010-G009 11/03/22 US 6880 Via Kannela Concrete 8 96.90 Erosion E Replace CIP-002 G011-G010 11/03/22 DS 6840 Via Kannela Concrete 8 70.80 Erosion E Replace CIP-002 G011-G010 11/03/22 US 6840 Via Kannela Concrete 8 25.00 Erosion E Replace CIP-002 Appendix 4 - Condition Assessment Findings and Preliminary Recommendations 8 Pipe ID CCTV
Date
Video
Direction Street/Address Pipe Material (from CCTV)
Diameter
(from CCTV)
Length
Surveyed
(from CCTV)
Primary
Defect(s)
Severity
Rating
Preliminary
Recommendation
Recommendation
Notes
CIP
Project(s)
G012-G011 11/03/22 DS Via Irana Concrete 8 21.40 Erosion E Replace CIP-002 G012-G011 11/03/22 US Via Irana Concrete 8 14.40 Erosion E Replace CIP-002 G013-G012 11/03/22 DS Via Irana Concrete 8 59.60 Erosion E Replace CIP-002 G013-G012 11/03/22 US Via Irana Concrete 8 32.60 Erosion E Replace CIP-002 G014-G013 11/03/22 DS 6720 Via Kannela Concrete 8 326.00 Erosion D Replace CIP-002 G015-G009 04/12/24 DS Via Jardin VCP 8 193.18 Deposits C Clean G016-G008 11/03/22 US Via Jacara VCP 8 31.10 Debris D Clean and CCTV G801-G014 11/03/22 DS 6700 Via Kannela Concrete 8 125.80 Erosion D Replace CIP-002 H010-H002 02/29/24 DS Katella Ave VCP 12 22.34 Deposits B No Action H011-H010 02/29/24 DS Knott Ave VCP 10 276.54 Sag C Replace H013-H011 02/28/24 DS Knott Ave VCP 10 267.13 Sag D Replace CIP-006 H015-H013 02/28/24 DS Knott Ave VCP 10 343.07 Deposits D Replace CIP-006 H016-H015 02/28/24 DS Knott Ave VCP 10 188.97 Deposits E Point Repair, Replace "E" Pt Repair, "D" Replace CIP-001 / CIP-006 H016-H015 02/28/24 US Knott Ave VCP 10 107.21 Deposits E Point Repair, Replace "E" Pt Repair, "D" Replace CIP-001 / CIP-007 H017-H016 02/28/24 DS Knott Ave VCP 10 185.00 Deposits, Sag D Replace CIP-006 H018-H017 02/28/24 DS Knott Ave VCP 10 160.01 Deposits D Replace CIP-006 H019A-H018 02/28/24 DS Knott Ave VCP 10 104.91 Deposits C Rehabilitate (Lining) H019-H019A 02/28/24 DS Knott Ave VCP 10 239.07 Deposits C Rehabilitate (Lining) H020-H019 02/28/24 DS Knott Ave VCP 10 345.38 Deposits C Rehabilitate (Lining) H021-H020 02/28/24 DS 10542 Knott Ave VCP 10 74.25 Deposits C Rehabilitate (Lining) H022-H021 02/28/24 DS Knott Ave VCP 10 1.40 N/A A No Action H023-H010 02/29/24 DS Katella Ave VCP 8 64.13 Deposits B No Action H024-H023 02/29/24 DS Katella Ave VCP 8 555.59 Cracks C Point repair 2 point repairs H024-H025 02/29/24 DS Katella Ave VCP 10 242.78 Sag B No Action H025-H026 02/29/24 DS Katella Ave VCP 10 255.90 Sag C Replace H026-H027 02/29/24 DS Katella Ave VCP 10 275.94 Joint Offset C Replace H027-H028 03/01/24 DS Katella Ave VCP 10 110.12 Sag B No Action H028-H029 03/01/24 DS Katella Ave VCP 10 253.70 Sag C No Action H029-H030 03/01/24 DS Katella Ave VCP 10 365.52 Sag D Replace CIP-006 H030-H031 03/01/24 DS Katella Ave VCP 10 367.62 Flow Capacity E Clean and CCTV H031-I012 04/04/24 DS Katella Ave VCP 12 210.71 Deposits C Point repair 2 point repairs H037-H105 10/14/22 DS Easement VCP 10 140.00 Grease B Clean H038-H037 10/18/22 DS 7061 Syracuse Ave VCP 8 250.00 Grease B Clean H039-H038 10/18/22 DS Syracuse Ave VCP 8 223.00 Grease B Clean H040-H037 10/14/22 DS Syracuse Ave VCP 10 181.00 Grease B Clean H041-H040 10/14/22 DS 7180 Syracuse Ave VCP 10 183.00 Grease B Clean Appendix 4 - Condition Assessment Findings and Preliminary Recommendations 9 Pipe ID CCTV
Date
Video
Direction Street/Address Pipe Material (from CCTV)
Diameter
(from CCTV)
Length
Surveyed
(from CCTV)
Primary
Defect(s)
Severity
Rating
Preliminary
Recommendation
Recommendation
Notes
CIP
Project(s)
H042-H041 10/14/22 DS Syracuse Ave VCP 10 209.00 Grease B Clean H043-H042 10/14/22 DS Syracuse Ave VCP 10 352.00 Grease C Clean H044-H043 10/18/22 DS Syracuse Ave VCP 8 265.00 Grease C Clean H045-H044 10/18/22 DS Syracuse Ave VCP 8 105.00 Grease C Clean H046-H045 10/18/22 DS Syracuse Ave VCP 8 188.00 Grease C Clean H047-H046 10/18/22 DS Syracuse Ave VCP 8 260.00 Joint Offset B No Action H048-H047 10/17/22 DS Syracuse Ave VCP 8 256.00 N/A A No Action H049-H048 10/17/22 DS Syracuse Ave VCP 8 78.00 Roots B Root Treatment H050-H043 10/14/22 DS Lowden St VCP 10 371.00 Grease B Clean H051-H050 10/14/22 DS Lowden St VCP 10 176.00 Grease C Clean H052-H051 10/14/22 DS 7265 Bock Ave VCP 8 5.90 Grease C Clean H052-H051 10/14/22 US 7265 Bock Ave VCP 8 27.00 Grease C Clean H053-H052 10/14/22 DS Bock Ave VCP 8 372.00 N/A A No Action H054-H053 10/14/22 DS Bock Ave VCP 8 350.00 Grease B Clean H055-H054 10/14/22 DS Bock Ave VCP 8 361.00 Grease B Clean H056-H050 10/19/22 DS Kermore Ln VCP 8 120.00 N/A A No Action H057-H056 10/19/22 DS Kermore Ln VCP 8 114.00 Cracks B No Action H058-H057 10/19/22 DS Keenan Pl VCP 8 206.00 N/A A No Action H059-H058 10/19/22 US Keenan Pl VCP 8 154.00 Grease C Clean H060-H044 10/18/22 DS Hamden Ave VCP 8 300.00 N/A A No Action H061-H045 10/18/22 DS Syracuse Ave VCP 8 103.00 N/A A No Action H062-H046 10/18/22 US 10821 Asbury Ave VCP 8 157.00 N/A A No Action H063-H047 10/18/22 US Courson Dr VCP 8 141.00 N/A A No Action H064-H048 10/17/22 DS 10825 Ramblewood Dr VCP 8 140.00 N/A A No Action H065-H106 04/12/24 DS Thunderbird Ln VCP 10 186.87 Sag E Clean and CCTV N/A H066-H065 09/28/22 DS Thunderbird Ln VCP 8 248.80 Grease B Clean H067-H066 09/28/22 DS Thunderbird Ln VCP 8 347.70 Roots C Rehabilitate (Lining) H068A-H068 09/28/22 US Thunderbird Ln VCP 8 255.30 Roots D Clean and CCTV H068B-H068A 02/15/24 US Western Ave VCP 8 437.96 N/A A No Action H068-H067 09/28/22 DS Thunderbird Ln VCP 8 312.90 Roots B Root Treatment H069-H068 09/28/22 DS Ramblewood Dr VCP 8 390.80 Roots B Root Treatment H070-H065 09/28/22 US Thunderbird Ln VCP 8 71.10 Grease C Clean H071-H070 10/17/22 DS Lowden St VCP 8 245.00 Grease B Clean H072-H071 10/17/22 DS Lowden St VCP/PVC 8 334.00 Grease B Clean H073-H072 10/17/22 DS 7281 Middlesex Dr VCP 8 272.00 Cracks C Rehabilitate (Lining) H074-H073 10/17/22 DS Middlesex Dr VCP 8 260.00 Grease B Clean Appendix 4 - Condition Assessment Findings and Preliminary Recommendations 10 Pipe ID CCTV
Date
Video
Direction Street/Address Pipe Material (from CCTV)
Diameter
(from CCTV)
Length
Surveyed
(from CCTV)
Primary
Defect(s)
Severity
Rating
Preliminary
Recommendation
Recommendation
Notes
CIP
Project(s)
H075-H074 09/28/22 DS Asbury Ave VCP 8 176.50 Roots B Root Treatment H076-H075 09/28/22 DS Lowell St VCP 8 266.50 N/A A No Action H077-H076 09/28/22 DS Lowell St VCP 8 140.00 N/A A No Action H078-H075 09/28/22 DS Asbury Ave VCP 8 279.50 Grease B Clean H079-H076 09/28/22 DS Courson Dr VCP 8 141.40 Debris B Clean H080-H071 10/17/22 DS 10625 Lowell VCP 8 228.00 Cracks C Rehabilitate (Lining) H081-H080 10/17/22 DS 10655 Litchfield VCP 8 264.00 Cracks C Rehabilitate (Lining) H082-H073 10/17/22 DS Hamden Ave VCP 8 334.00 Broken pipe E Point repair 2 point repairs CIP-001 H083-B021 10/19/22 DS 10568 Bell St VCP 8 7.00 Grease C Clean H084-H083 10/19/22 DS Bell St VCP 8 225.00 Grease C Clean H085-H084 10/19/22 DS Bell St VCP 8 198.00 Roots B Root Treatment H086-H085 10/19/22 US 10592 Bell St VCP 8 22.00 N/A A No Action H087-H086 10/19/22 DS Bell St VCP 8 208.00 Joint Offset C Point repair H088-H087 10/19/22 DS 10615 Bell St VCP 8 121.00 N/A A No Action H089A-H088 10/19/22 DS Bell St VCP 8 44.00 N/A A No Action H089-H089A 10/19/22 DS 10661 Bell St VCP 8 57.00 N/A A No Action H090-H089 10/19/22 DS Bell St VCP-lined 8 78.00 N/A A No Action H091-H090 10/19/22 DS 10652 Bell St VCP-lined 8 24.00 N/A A No Action H092-H091 10/19/22 DS Bell St VCP 8 204.00 Joint Offset C Point repair H093-B023 10/19/22 DS 10571 Lexington St VCP 8 363.00 Broken pipe C Point repair H094-H093 10/18/22 DS 10641 Lexington VCP 8 404.00 Cracks B No Action H095-B026A 10/17/22 DS Lowden St VCP 8 232.00 N/A A No Action H096-H095 10/14/22 US Lowden St VCP 8 69.00 N/A A No Action H097-B003 09/27/22 DS Courson Dr VCP 8 272.20 Lateral Intrusion D Point repair CIP-005 H098-H097 09/27/22 US Courson Dr VCP 8 164.30 Grease B Clean H099-H097 09/27/22 DS Idylwild Dr VCP 8 270.00 Cracks C Rehabilitate (Lining) H100-H099 09/27/22 US Idylwild Dr VCP 8 148.60 Cracks B No Action H101-H074 09/28/22 DS Asbury Ave VCP 8 222.40 N/A A No Action H102-B001 09/27/22 DS Ramblewood Dr VCP 8 5.80 N/A C Clean H103-H099 09/27/22 US Ramblewood Dr VCP 8 165.40 Roots B Root Treatment H105-H024 02/29/24 US Katella Ave VCP 10 303.80 Sag C No Action H106-H052 10/14/22 DS 7265 Bock Ave VCP 10 130.00 Cracks B No Action H107-B005 02/14/24 DS Cerritos Ave VCP/Other 8 277.45 Grease, Defective Siphon E Replace CIP-004 I001-I018 04/04/24 DS Western Ave VCP 21 8.62 Flow Capacity E Clean and CCTV I002-I001 04/04/24 DS Katella Ave VCP 12 341.77 Infiltration D Rehabilitate (Lining) CIP-006 I003-I002 04/03/24 DS Katella Ave VCP 12 295.38 Infiltration D Rehabilitate (Lining) CIP-006 Appendix 4 - Condition Assessment Findings and Preliminary Recommendations 11 Pipe ID CCTV
Date
Video
Direction Street/Address Pipe Material (from CCTV)
Diameter
(from CCTV)
Length
Surveyed
(from CCTV)
Primary
Defect(s)
Severity
Rating
Preliminary
Recommendation
Recommendation
Notes
CIP
Project(s)
I004-I003 04/03/24 DS Katella Ave VCP 12 347.08 Infiltration D Rehabilitate (Lining) CIP-006 I009-I008 04/02/24 US Katella Ave VCP 12 182.06 Cracks D Rehabilitate (Lining) CIP-006 I009-I023 04/02/24 DS Katella Ave VCP 12 8.42 Cracks C Rehabilitate (Lining) I010-I023 04/02/24 DS Katella Ave VCP 21 11.02 Flow Capacity B No Action I011-I010 04/01/24 DS Katella Ave VCP 10 324.74 Deposits C Point repair 2 point repairs I012-I001 04/04/24 DS Western Ave VCP 21 7.82 Flow Capacity E Clean and CCTV I013A-I012 04/04/24 DS Western Ave VCP 15 228.55 Broken pipe D Point repair CIP-005 I013-I013A 04/04/24 DS Western Ave VCP 15 111.02 Deposits C Point repair I014-I013 02/22/24 DS Western Ave VCP 15 347.08 Sag D Replace CIP-006 I015-I014 02/21/24 DS Western Ave VCP 15 67.93 N/A A No Action I016A-I016 02/16/24 DS Western Ave VCP 15 345.28 Sag D Replace CIP-006 I016B-I016A 02/16/24 DS Western Ave VCP 15 69.64 Deposits B No Action 2 point repairs I016-I015 02/21/24 DS Western Ave VCP 15 275.24 Infiltration C Point repair I017A-I017 02/16/24 DS Western Ave VCP 15 288.87 Infiltration, Deposits E Point Repair, Replace "E" Pt Repair, "D" Replace CIP-001, CIP-006 I017B-I016B 02/16/24 DS Western Ave VCP 15 243.18 Deposits C Rehabilitate (Lining) I017-I017B 02/16/24 DS Western Ave VCP 15 318.93 Deposits C Rehabilitate (Lining) I019-I018 04/05/24 DS Katella Ave VCP 24 529.94 Flow Capacity C No Action I020-I019 04/03/24 DS Katella Ave VCP 24 456.80 Cracks C Rehabilitate (Lining) I021-I006 04/03/24 US Katella Ave VCP 12 8.02 Broken pipe D Rehabilitate (Lining) CIP-006 I021-I020 04/03/24 DS Katella Ave VCP 24 325.54 Deposits B No Action I022-I021 04/02/24 DS Katella Ave VCP 21 455.60 Grease B Clean I023-I022 04/02/24 DS Katella Ave VCP 21 183.66 Grease B Clean I024-I023 04/02/24 DS Katella Ave VCP 12 402.69 Deposits C Point repair 2 point repairs I025-I004 09/30/22 DS 10921 Date St VCP 8 319.00 Broken pipe D Point repair CIP-005 I026-I025 09/30/22 DS Date St VCP 8 327.00 Cracks B No Action I027-I026 09/30/22 US Date St VCP 8 347.00 Grease C Clean I028-I027 09/30/22 DS Summerwood Ln VCP 8 126.00 Joint Offset B No Action I029-I005 09/27/22 DS Oak St VCP 8 314.00 Broken pipe D Point repair CIP-005 I030-I029 09/27/22 DS Oak St VCP 8 328.00 Grease B Clean I031-I030 09/27/22 DS Oak St VCP 8 331.00 Grease B Clean I032-I031 09/27/22 US Oak St VCP 8 202.00 N/A A No Action I033-I007 09/30/22 DS Cedar St VCP 8 317.00 Roots C Clean I034-I033 09/27/22 DS Cedar St VCP 8 329.00 Roots B Root Treatment I035-I034 09/27/22 DS Cedar St VCP 8 330.00 Grease B Clean I036-I035 09/27/22 DS Cedar St VCP 8 267.00 Roots B Root Treatment I037-I009 10/07/22 DS Rose St VCP 12 315.00 N/A A No Action Appendix 4 - Condition Assessment Findings and Preliminary Recommendations 12 Pipe ID CCTV
Date
Video
Direction Street/Address Pipe Material (from CCTV)
Diameter
(from CCTV)
Length
Surveyed
(from CCTV)
Primary
Defect(s)
Severity
Rating
Preliminary
Recommendation
Recommendation
Notes
CIP
Project(s)
I038-I037 10/07/22 DS 10862 Rose St VCP 12 335.00 Sag D Replace CIP-006 I039-I038 10/07/22 DS Rose St VCP 12 330.00 Broken pipe D Point repair CIP-005 I040-I039 10/06/22 DS 1075 Rose St VCP 12 299.00 Cracks B No Action I041-I040 10/06/22 US 10662 Rose St-Easement VCP 12 53.00 Cracks, Flow Capacity C Replace I041-I040 10/06/22 DS 10662 Rose St-Easement VCP 12 295.00 Cracks, Flow Capacity C Replace I042-I041 10/06/22 DS 10662 Rose St-Easement VCP 12 62.00 Broken pipe E Point repair CIP-001 I043-I042 10/06/22 DS Rose St VCP 12 270.00 Cracks C Point repair I044-I043 10/06/22 DS Rose St VCP 12 322.00 Cracks C Rehabilitate (Lining) I045-I009 10/06/22 DS 10902 Rose St VCP 12 302.00 N/A A No Action I046-I045 10/06/22 DS 10862 Rose St VCP 12 307.00 N/A A No Action I047-I046 10/06/22 DS 10819 Rose St VCP 12 328.00 Broken pipe D Point repair CIP-005 I048-I047 10/06/22 DS Rose St VCP 12 300.00 Cracks B No Action I049-I048 10/06/22 US 10662 Rose St VCP 12 108.00 Cracks, Flow Capacity C Replace I049-I048 10/06/22 DS 10662 Rose St VCP 12 30.00 Grease, Flow Capacity C Replace I050-I049 10/06/22 DS 10558 Rose St VCP 12 344.00 Joint Offset B No Action I051-I050 10/05/22 DS 10558 Rose St VCP 12 333.00 N/A A No Action I052-I042 09/08/22 DS 7791 Sandalwood Way VCP 8 89.00 Grease B Clean I053-I052 09/08/22 DS Sandalwood Way VCP-lined 8 151.00 Grease C Clean I054-I053 09/08/22 DS 10632 Tamarack Way VCP 8 364.00 Cracks C Point repair I055-I054 09/08/22 DS 10632 Dogwood Way VCP 8 200.00 Cracks B No Action I056-I055 09/08/22 DS Sandalwood Way VCP 8 155.00 Grease B Clean I057-I056 09/08/22 DS 7661 Sandalwood Way VCP 8 124.00 Grease B Clean I058-I053 09/30/22 DS Braeswood Way VCP 8 142.00 Grease B Clean I059-I058 09/30/22 DS 7801 Braeswood Way VCP 8 208.00 Grease B Clean I060-I059 09/26/22 US 10595 Braeswood Way VCP 8 40.00 Grease B Clean I061-I060 09/22/22 DS Braeswood Way VCP 8 110.00 Joint Offset C Point repair I062-I061 09/22/22 DS Summertree Ln VCP 8 42.00 Joint Offset B No Action I063-I062 09/22/22 DS Royal Oak Way VCP 8 122.00 Cracks B No Action 2 point repairs I064-I063 09/22/22 DS Royal Oak Way VCP 8 29.00 Grease B Clean I065-I064 09/22/22 DS Evergreen Way VCP-lined 8 110.00 Grease B Clean I066-I065 09/08/22 DS Beechwood Way VCP 8 237.00 Cracks B No Action I067-I066 09/08/22 DS Beechwood Way VCP 8 202.00 Grease C Clean I068-I067 09/08/22 DS 7761 Beechwood Way VCP 8 289.00 Grease B Clean I069-I054 09/08/22 DS Tamarack Way VCP 8 150.00 Grease B Clean I070-I055 09/08/22 DS 10632 Dogwood Way VCP 8 105.00 Grease B Clean I072-I059 09/26/22 US 7821 Braweswood Way VCP 8 74.00 N/A A No Action Appendix 4 - Condition Assessment Findings and Preliminary Recommendations 13 Pipe ID CCTV
Date
Video
Direction Street/Address Pipe Material (from CCTV)
Diameter
(from CCTV)
Length
Surveyed
(from CCTV)
Primary
Defect(s)
Severity
Rating
Preliminary
Recommendation
Recommendation
Notes
CIP
Project(s)
I073-I066 09/19/22 DS 7758 Carrotwood Way VCP 8 185.00 N/A A No Action I074-I073 09/19/22 DS Blue Spruce Way VCP 8 63.00 Grease B Clean I075-I073 09/19/22 DS 7740 Blue Spruce Way VCP 8 70.00 N/A A No Action I076-I067 09/08/22 DS 7712 Elder Way VCP 8 144.00 Grease B Clean I077-I076 09/08/22 DS 7712 Elder Way VCP 8 67.00 Grease B Clean I078-I104 09/08/22 DS 46 Pacific St VCP 8 189.00 Grease B Clean I079-I078 09/08/22 DS Pacific St VCP 8 237.00 Grease C Clean I080-I079 08/25/22 DS Flower Ave VCP 8 301.00 Joint Offset C Point repair I081-I080 08/25/22 DS Flower Ave VCP 8 304.00 Grease B Clean I082-I081 08/25/22 DS 10561 Flower Ave VCP 8 352.00 Grease B Clean I083-I082 08/25/22 US Flower Ave VCP 8 201.00 Roots B Root Treatment I084-I011 09/09/22 DS Flower St VCP 8 316.00 Broken pipe E Point repair CIP-001 I085-I084 08/25/22 DS Flower St VCP 8 331.00 N/A A No Action I086-I085 08/25/22 DS Flower St VCP 8 258.00 Grease B Clean I087-I013 02/22/24 DS Western Ave VCP 8 41.08 Deposits B No Action I088-I087 02/22/24 DS Katella Ave VCP 8 59.02 N/A A No Action I089-I088 02/22/24 US Katella Ave VCP 8 186.97 Deposits C Point repair 3 point repairs I092-I015 10/11/22 DS 7510 Syracuse Ave VCP 8 164.00 Grease B Clean I093-I092 10/11/22 DS Syracuse Ave VCP 8 228.00 Grease C Clean I094-I093 10/11/22 DS 7574 Syracuse Ave VCP 8 230.00 Grease B Clean I095-I092 10/11/22 DS 10811 Garrett St VCP 8 363.00 N/A A No Action I096-I094 10/11/22 DS 10818 Mitchell Dr VCP 8 308.00 N/A A No Action I096-I095 10/11/22 DS 10818 Mitchell Dr VCP 8 343.00 N/A A No Action I098-I043 10/11/22 US 10671 Main St VCP 8 104.00 Grease B Clean I099-I034 09/27/22 US 7777 Central Ave VCP 8 118.00 N/A A No Action I102-I103 10/07/22 DS 10558 Rose St VCP 18 356.00 N/A A No Action I103-I104 10/07/22 DS 10618 Rose St VCP 18 326.00 N/A A No Action I104-I105 10/07/22 DS Rose St-Easement VCP 18 418.00 Cracks C Replace I105-I106 10/10/22 DS 10751 Rose St VCP 18 240.00 Grease B Clean I105-I106 03/22/24 DS 10751 Rose St VCP 18 237.37 Flow Capacity C Clean I106-I107 10/10/22 DS 10781 Rose St VCP 18 321.00 Grease B Clean I106-I107 03/22/24 DS 10781 Rose St VCP 18 321.23 Flow Capacity C Clean I107-I108 10/10/22 DS 10862 Rose St VCP 18 336.00 Grease B Clean I107-I108 03/25/24 DS 10862 Rose St VCP 18 332.05 Flow Capacity B No Action I108-I010 10/10/22 DS Rose St VCP 18 309.00 Grease B Clean I108-I010 04/02/24 DS Rose St VCP 18 304.00 Infiltration C Point repair Appendix 4 - Condition Assessment Findings and Preliminary Recommendations 14 Pipe ID CCTV
Date
Video
Direction Street/Address Pipe Material (from CCTV)
Diameter
(from CCTV)
Length
Surveyed
(from CCTV)
Primary
Defect(s)
Severity
Rating
Preliminary
Recommendation
Recommendation
Notes
CIP
Project(s)
J001-I011 04/01/24 US Katella Ave VCP 10 303.00 Deposits B No Action J002-J001 01/11/24 US Katella Ave VCP 10 98.00 Broken pipe D Point repair CIP-005 J003-J002 03/29/24 DS Katella Ave VCP 10 250.39 Broken pipe C Point repair J004-J003 03/29/24 US Katella Ave VCP 10 314.82 Deposits B Clean J004-J015 03/29/24 DS Katella Ave VCP 12 5.21 Broken pipe D Rehabilitate (Lining) CIP-006 J005-J004 03/29/24 DS Katella Ave VCP 10 262.82 N/A A No Action J006-J005 03/28/24 US Katella Ave VCP 10 42.48 N/A A No Action J007-J006 03/28/24 DS Katella Ave VCP 10 165.73 Sag D Replace CIP-006 J008-J007 03/28/24 DS 8188 Katella Ave VCP 10 203.10 Cracks C Point repair J009-J008 03/28/24 DS 8302 Katella Ave VCP 10 324.84 Cracks C Point repair 2 point repairs J010A-J010 08/22/22 US Boatman Ave VCP 8 275.00 Joint Offset C Point repair J010B-J010A 08/22/22 US Boatman Ave VCP 8 260.00 N/A A No Action J010-J009 03/28/24 DS 8352 Katella Ave VCP 10 193.18 Flow Capacity B No Action J011-J010 03/28/24 DS 8372 Katella Ave VCP 10 152.90 N/A A No Action J012-J011 03/28/24 DS 8422 Katella Ave VCP 10 346.58 Cracks B No Action J013-I024 03/29/24 DS Katella Ave VCP 12 333.16 Grease C Clean J013-J002 01/12/24 US Katella Ave VCP 8 9.00 Joint Offset D Replace CIP-006 J014-J013 03/29/24 DS Katella Ave VCP 12 242.20 Deposits C Rehabilitate (Lining) J015-J014 03/29/24 US Katella Ave VCP 12 324.04 Deposits C Rehabilitate (Lining) J016-K002 03/28/24 DS Katella Ave VCP 8 39.78 Cracks D Rehabilitate (Lining) CIP-006 J017-J016 03/28/24 DS Katella Ave VCP 8 145.89 Cracks C Point repair J018-J017 03/28/24 DS Katella Ave VCP 8 72.10 N/A A No Action J019-J018 03/28/24 DS 8381 Katella Ave VCP 8 282.76 N/A A No Action J020-J001 08/24/22 DS Beach Blvd VCP 8 316.00 N/A A No Action J021-J020 08/24/22 DS 10861 Beach Blvd VCP 8 330.00 Cracks B No Action J022-J021 08/24/22 DS 10851 Beach Blvd VCP 8 247.00 N/A A No Action J023-J003 08/16/22 DS Chestnut St VCP 8 316.00 Grease B Clean J024-J023 08/16/22 DS 10900 Chestnut Ave VCP 8 151.00 Cracks B No Action J025-J024 08/16/22 DS Grand Ave VCP 8 175.00 Cracks B No Action J026-J023 08/16/22 DS Chester Ave VCP-lined 8 159.00 Grease B Clean J027-J004 03/29/24 US Katella Ave VCP 8 14.63 N/A A No Action J028A-J004 08/17/22 DS Court St VCP 8 318.00 Grease B Clean J028-J027 08/17/22 DS 10921 Court St VCP 8 172.00 Debris, Flow Capacity E Clean and CCTV J029-J028 08/17/22 DS Easement VCP 8 6.30 Debris, Flow Capacity E Clean and CCTV J029-J028 11/23/22 DS Easement VCP 8 17.00 Grease, Flow Capacity E Clean and CCTV J030-J029 08/16/22 DS Easement VCP 8 181.00 Debris, Flow Capacity E Clean and CCTV Appendix 4 - Condition Assessment Findings and Preliminary Recommendations 15 Pipe ID CCTV
Date
Video
Direction Street/Address Pipe Material (from CCTV)
Diameter
(from CCTV)
Length
Surveyed
(from CCTV)
Primary
Defect(s)
Severity
Rating
Preliminary
Recommendation
Recommendation
Notes
CIP
Project(s)
J031-J030 08/16/22 DS Court St VCP 8 263.00 Grease B Clean J032-J031 08/16/22 DS 8171 Monroe Ave VCP 8 327.00 Grease B Clean J033-J032 08/16/22 DS Monroe Ave VCP 8 352.00 Grease B Clean J034-J033 08/16/22 DS Monroe Ave VCP 8 7.00 Grease C Clean J036-J035 08/12/22 DS 8362 monroe ave VCP 8 346.00 Grease B Clean J037-J036 08/12/22 DS 8362 monroe ave VCP 8 304.00 Grease C Clean J038-J037 08/12/22 DS 10781 monroe ave VCP 8 153.00 Grease C Clean J039-J030 08/16/22 DS ELECTRIC AVE VCP 8 185.10 Cracks B No Action J040-J039 08/12/22 DS ELECTRIC AVE VCP 8 246.00 N/A A No Action J041-J040 08/12/22 DS ELECTRIC AVE VCP 8 256.00 Grease, Flow Capacity B Clean J042-I079 10/26/22 US Pacific St VCP 8 303.00 Sag C Clean J043-J042 01/11/24 US Beach Blvd VCP 8 105.10 Sag C Replace J044-J043 08/22/22 DS Pacifixc St VCP 8 247.00 Grease C Clean J045-J044 08/22/22 DS 8097 Pacific St VCP 8 329.00 Grease B Clean J046-J045 08/22/22 DS 10700 Cour St VCP 8 99.00 Roots B Root Treatment J047-J046 08/22/22 DS Court St VCP 8 247.00 Grease B Clean J048-J047 08/22/22 DS Court St VCP 8 254.00 Grease B Clean J049-J048 08/19/22 DS 10545 Court St VCP 8 349.00 Grease C Clean J050-J049 08/19/22 DS 10545 Court St VCP 8 198.00 Grease B Clean J051-J044 08/25/22 DS Chestnut Ave VCP 8 305.00 Grease B Clean J052-J051 08/25/22 DS Chestnut Ave VCP 8 306.00 N/A A No Action J053-J052 08/25/22 DS Chestnut Ave VCP 8 351.00 N/A A No Action J054-J053 08/25/22 DS 10552 Chestnut Ave VCP 8 202.00 Cracks B No Action J055-J052 08/25/22 US Main St VCP 8 151.00 N/A A No Action J056-J044 08/16/22 DS Chestnut St VCP 8 384.00 Cracks B No Action J057-J056 08/16/22 DS Monroe Ave VCP 8 319.00 N/A A No Action J058-J057 08/16/22 DS 8001 Court St VCP 8 222.00 N/A A No Action J059-J057 08/12/22 US 8101 Court St VCP 8 249.00 Debris B Clean J060-J042 08/22/22 DS Beach Blvd VCP 8 297.00 N/A A No Action J061-J060 08/22/22 DS 10621 Beach Blvd VCP 8 302.00 N/A A No Action J062-J061 08/22/22 DS Beach Blvd VCP 8 349.00 N/A A No Action J063-J062 08/22/22 US 10551 Beach Blvd VCP 8 174.00 N/A A No Action J064-J043 01/10/24 DS Beach Blvd VCP 8 302.00 Flow Capacity C Clean J065-J064 01/10/24 DS Beach Blvd VCP 8 306.00 N/A A No Action J066-J065 01/10/24 DS Beach Blvd VCP 8 352.00 Joint Offset C Point repair J067-J066 01/10/24 US Beach Blvd VCP 8 218.03 Broken pipe D Point repair CIP-005 Appendix 4 - Condition Assessment Findings and Preliminary Recommendations 16 Pipe ID CCTV
Date
Video
Direction Street/Address Pipe Material (from CCTV)
Diameter
(from CCTV)
Length
Surveyed
(from CCTV)
Primary
Defect(s)
Severity
Rating
Preliminary
Recommendation
Recommendation
Notes
CIP
Project(s)
J068-J046 08/17/22 DS 10702 Pacific St VCP 8 327.00 Roots B Root Treatment J069-J068 08/17/22 DS Pacific St VCP 8 324.00 Grease B Clean J070-J069 08/17/22 DS Fern Ave VCP 8 247.00 N/A A No Action J071-J070 08/17/22 DS Fern Ave VCP 8 252.00 N/A A No Action J072-J071 08/17/22 DS 10551 Fern St VCP 8 350.00 N/A A No Action J073-J072 08/17/22 US 10551 Fern St VCP 8 100.00 Grease B Clean J074-J068 08/18/22 DS Sycamore Ave VCP 8 247.00 N/A A No Action J075-J074 08/18/22 DS 10662 Cycamore Ave VCP 8 251.00 N/A A No Action J076-J075 08/18/22 DS Sycamore Ave VCP 8 349.00 N/A A No Action J077-J076 08/18/22 US Sycamore Ave VCP 8 200.00 Lining Defect D Rehabilitate (Lining) CIP-006 J078-K033 08/17/22 DS 8401 Standustrial St VCP 8 324.00 Grease, Flow Capacity C Clean J079-J078 08/17/22 DS 8354 Standustrial St VCP 8 323.00 N/A A No Action J080-J079 08/17/22 DS Standustrial St VCP 8 297.00 N/A A No Action J081-J052 08/22/22 US 8051 Main St VCP 8 155.00 N/A A No Action J082-J080 08/12/22 US STANDUSTRIAL ST VCP 8 31.00 Cracks B No Action K001-J012 03/28/24 DS Katella Ave VCP 10 336.36 Cracks C Point repair 2 point repairs K003-K002 03/28/24 US Katella Ave VCP 8 29.16 Broken pipe D Point repair CIP-005 K004-K003 08/24/22 DS 8555 Katella Ave VCP 8 317.00 Grease C Clean K005-K004 08/24/22 DS 8615 Katella Ave VCP 8 324.00 Broken pipe E Point repair CIP-001 K006-K003 08/19/22 DS Dale St VCP 8 206.00 Cracks B No Action K007A-K007 08/19/22 DS Dale St VCP 8 403.00 N/A A No Action K007-K006 08/19/22 DS Dale St VCP 8 207.00 Joint Offset C Point repair K008-K007 08/12/22 DS Central Ave VCP 8 260.00 Roots C Rehabilitate (Lining) K009-K008 08/12/22 DS Central Ave VCP 8 283.00 Debris C Clean K010-E010 08/11/22 DS 10537 Sherrill St VCP 8 124.00 Grease C Clean K011-K010 08/11/22 DS Sherrill St VCP 8 308.00 Grease C Clean K012-K011 08/11/22 DS Sherrill St VCP 8 202.00 Roots C Rehabilitate (Lining) K013-K012 08/10/22 DS 10631 Sherrill St VCP 8 22.00 Grease C Clean K014-K013 08/10/22 DS 10651 Sherrill St VCP 8 137.00 Grease C Clean K015-K014 08/10/22 DS Sherrill St VCP 8 131.00 Grease B Clean K016-K015 08/10/22 DS 8860 Pacific Ave VCP 8 128.00 Cracks C Point repair K017-K016 08/10/22 DS Pacific Ave VCP 8 297.00 Grease C Clean K018-K017 08/10/22 DS Pacific Ave VCP 8 297.00 Grease B Clean K019-K018 08/10/22 DS Pacific Ave VCP 8 280.00 Cracks B No Action K020-K013 08/11/22 DS Tina Way VCP 8 357.00 Roots C Rehabilitate (Lining) K021-K020 08/11/22 DS 8920 Tina Way VCP 8 357.00 Roots C Rehabilitate (Lining) Appendix 4 - Condition Assessment Findings and Preliminary Recommendations 17 Pipe ID CCTV
Date
Video
Direction Street/Address Pipe Material (from CCTV)
Diameter
(from CCTV)
Length
Surveyed
(from CCTV)
Primary
Defect(s)
Severity
Rating
Preliminary
Recommendation
Recommendation
Notes
CIP
Project(s)
K022-K021 08/11/22 DS Tina Way VCP 8 357.00 Debris B Clean K023-K024 08/12/22 DS Stardust Ln VCP 8 284.00 Grease B Clean K024-K025 08/12/22 DS Stardust Ln VCP 8 282.00 Debris D Clean and CCTV K025-K011 08/12/22 DS Stardust Ln VCP 8 284.00 Debris B Clean K026-K025 08/11/22 DS Sylvan St VCP 8 200.00 Cracks C Rehabilitate (Lining) K027-K024 08/11/22 DS Verona St VCP 8 200.00 Debris B Clean K028-K023 08/11/22 DS Kenmore St VCP 8 200.00 Roots C Rehabilitate (Lining) K029-E012 08/11/22 DS Sylvan St VCP 8 286.00 Roots C Rehabilitate (Lining) K030-E001 08/19/22 DS Dale St VCP 8 187.00 Grease, Flow Capacity B Clean K031-K030 08/19/22 DS Dale St VCP 8 194.00 Grease, Flow Capacity C Clean K032-K031 08/19/22 DS Dale St VCP 8 151.00 Grease, Flow Capacity C Clean K033-K032 08/19/22 DS 10500 Dale Ave VCP 8 349.00 Grease, Flow Capacity C Clean K034-K813 08/08/22 DS Magnolia Ave VCP 8 309.00 Grease B Clean K035-K034 08/08/22 DS Easement VCP 8 284.00 Grease B Clean K036-K035 08/08/22 DS Magnolia Ave VCP 8 284.00 Grease B Clean K039-J038 03/21/24 DS Monroe Ave VCP-lined 8 66.63 Deposits C Replace K040-K039 08/19/22 DS Dale St VCP 8 254.00 N/A A No Action K812-L032 08/10/22 DS Carport 31-Easement VCP 8 318.00 Grease B Clean K813-K812 08/08/22 US Easement VCP 8 346.00 Grease B Clean L001A-L001 08/10/22 US Magnolia Ave VCP 8 85.10 Grease, Flow Capacity E Clean and CCTV L001-L002 08/10/22 DS Magnolia Ave VCP 8 257.00 Grease D Clean and CCTV L002-L003 08/10/22 DS Magnolia Ave VCP 8 175.00 Grease C Clean L003-K806 08/15/22 DS Magnolia St VCP 8 127.00 Grease C Clean L010-L032 08/15/22 DS Magnolia St VCP 8 296.80 Grease B Clean L011-L010 08/15/22 DS Magnolia St VCP 8 101.00 N/A A No Action L012-L011 08/15/22 DS Magnolia St VCP 8 97.00 N/A A No Action L013-F011 08/18/22 DS Magnolia St VCP 8 205.00 Grease B Clean L014-K023 08/11/22 DS Stardust Ln VCP 8 307.00 Grease B Clean L015-L014 08/11/22 DS Magnolia Ave VCP 8 201.00 Grease B Clean L016-L001 08/10/22 US Easement VCP 8 204.00 Debris D Clean and CCTV L017-L003 08/15/22 US Stacie Ln/Easement VCP 8 11.00 Grease C Clean L020-L803 08/08/22 DS Alley VCP 8 211.00 Grease D Clean and CCTV L021-L020 08/08/22 DS Alley VCP 8 204.00 Debris B Clean L022-L021 08/08/22 US Cris Ave VCP 8 66.70 Debris B Clean L023-L020 08/05/22 DS Alley VCP 8 336.00 Grease B Clean L024-L023 08/05/22 DS Vinevale St VCP 8 204.00 Grease B Clean Appendix 4 - Condition Assessment Findings and Preliminary Recommendations 18 Pipe ID CCTV
Date
Video
Direction Street/Address Pipe Material (from CCTV)
Diameter
(from CCTV)
Length
Surveyed
(from CCTV)
Primary
Defect(s)
Severity
Rating
Preliminary
Recommendation
Recommendation
Notes
CIP
Project(s)
L025-L024 08/04/22 DS Alley/88-easement VCP 8 64.00 Grease B Clean L026-L025 08/04/22 DS Alley VCP 8 108.00 Grease B Clean L027-L026 08/04/22 DS Alley VCP 8 286.00 Grease B Clean L028-L027 08/04/22 DS Alley/121-easement VCP 8 90.00 Cracks C Point repair L029-L026 08/04/22 DS Alley/easement VCP 8 328.00 Cracks B No Action L030-L029 08/04/22 DS Alley VCP 8 343.00 Grease B Clean L031A-L031 08/05/22 DS Alley/easement VCP 8 267.00 Grease B Clean L031B-L031A 08/05/22 DS Alley VCP 8 272.00 Grease B Clean L031-L023 08/05/22 DS Vinevale St VCP 8 32.00 Grease B Clean L032-L032A 08/10/22 DS 10775 Magnolia Ave VCP 8
38.00 Grease D Clean and CCTV
L803-L007 08/05/22 DS Pacific Ave VCP 8 184.00 Cracks C Rehabilitate (Lining) L804-L803 08/05/22 DS Pacific Ave VCP 8 120.00 Cracks C Rehabilitate (Lining) L805-L804 08/05/22 DS Pacific Ave VCP 8 318.00 Cracks D Rehabilitate (Lining) CIP-006 L806-L805 08/05/22 DS Pacific Ave VCP 8 318.00 Cracks C Rehabilitate (Lining) M001-H023 02/29/24 US Katella Ave VCP 8 75.35 Sag C Replace M002-M001 02/28/24 DS 7106 Katella Ave VCP 8 248.89 Deposits C Rehabilitate (Lining) M003-M002 02/28/24 DS 7117 Katella Ave VCP 8 293.78 Deposits C Rehabilitate (Lining) M004-M003 10/28/22 DS Easement VCP 8 102.00 Debris B Clean M005-M004 10/28/22 DS Grant Way VCP 8 227.00 Debris C Clean M006-M005 10/28/22 US Gentry Way VCP 8 363.00 Grease B Clean M007-M006 10/28/22 DS Gentry Way VCP 8 93.00 Grease B Clean M008-M007 10/28/22 US Bradford Pl VCP 8 59.00 Grease B Clean M009-M007 10/28/22 DS Bradford Pl VCP 8 163.00 N/A A No Action M010-M009 10/28/22 DS Emerson Way VCP 8 214.00 N/A A No Action M011-M010 10/28/22 DS Fulton Way VCP 8 330.00 N/A A No Action M012-M011 10/28/22 US Trojan Way VCP 8 123.00 N/A A No Action M013-M004 10/31/22 DS Marshall Way VCP 8 251.00 Debris B Clean M014-M013 10/31/22 US Augusta Way VCP 8 78.00 Debris B Clean M015-M008 10/28/22 DS Marryat Way VCP 8 97.00 Grease B Clean M016-M005 10/28/22 US Custer Way VCP 8 64.00 Debris B Clean M017-M016 10/31/22 DS 11074 Grant Way VCP 8 59.00 Grease C Clean M018-M017 10/31/22 DS Grant Way VCP 8 241.00 Grease C Clean M019-M018 10/31/22 US Fulton Way VCP 8 114.00 Grease C Clean M020-M019 11/01/22 DS 7070 Fulton Way VCP 8 29.00 N/A A No Action M021-M020 11/01/22 US 7070 Fulton Way VCP 8 147.00 Grease B Clean M022-M017 11/01/22 DS Auburn Way VCP 8 215.00 Grease C Clean Appendix 4 - Condition Assessment Findings and Preliminary Recommendations 19 Pipe ID CCTV
Date
Video
Direction Street/Address Pipe Material (from CCTV)
Diameter
(from CCTV)
Length
Surveyed
(from CCTV)
Primary
Defect(s)
Severity
Rating
Preliminary
Recommendation
Recommendation
Notes
CIP
Project(s)
M023-M022 11/01/22 DS 7054 Auburn Way VCP 8 198.00 Joint Offset D Point repair CIP-005 M024-M023 11/01/22 DS 11110 Lambert Way VCP 8 243.00 Grease B Clean M025-M024 11/01/22 US 11110 Lambert Way VCP 8 88.00 N/A A No Action M026-M024 11/01/22 US 11110 Lambert Way VCP 8 85.00 N/A A No Action M027-M024 11/02/22 DS 7017 Longford VCP 8 184.10 Grease B Clean M028-M027 11/02/22 DS 11201 Lambert Way VCP 8 67.00 Grease B Clean M029-M028 11/02/22 DS 11201 Lambert Way VCP 8 35.00 Grease B Clean M030-M029 11/02/22 DS 7021 Hampton Way VCP 8 232.00 Grease B Clean M031-M030 11/02/22 DS 7021 Hampton Way VCP 8 208.00 Roots B Root Treatment M032-M031 11/02/22 DS 7051 Hamton Way VCP 8 211.00 Grease C Clean M033-M028 11/02/22 US 11201 Lambert Way VCP 8 81.00 Grease B Clean M034-M029 11/02/22 DS 11202 Austin Way VCP 8 159.00 Grease B Clean M035-M034 11/02/22 DS 11202 Austin Way VCP 8 98.00 Grease B Clean M036-M018 11/01/22 DS Fulton Way VCP 8 334.00 Grease C Clean M037-M036 11/01/22 DS Fulton Way VCP 8 128.00 Grease B Clean M038-M036 11/02/22 DS 11133 Hampton Way VCP 8 208.00 N/A A No Action M039-M038 11/02/22 DS 11160 Hampton Way VCP 8 223.00 N/A A No Action M040-M039 11/02/22 US 7110 Kelton Way VCP 8 153.00 N/A A No Action M041-M040 11/02/22 US 11169 Burton Way VCP 8 128.00 N/A A No Action M042-M040 11/02/22 US 11169 Burton Way VCP 8 109.00 Grease C Clean M043-H028 10/31/22 DS 7251 Bradford St VCP 8 303.00 Grease C Clean M044-M043 10/31/22 DS Bradford Pl VCP 8 150.00 Grease C Clean M045-M044 10/31/22 US Bradford Pl VCP 8 33.00 N/A A No Action M046-M045 10/31/22 DS Carlton Way VCP 8 112.00 N/A A No Action M047-M046 10/31/22 US Penn Way VCP 8 114.00 Grease B Clean M048-M044 10/31/22 US Carlton Way VCP 8 139.00 Grease B Clean M049-M048 10/31/22 US Carlton Way VCP 8 68.00 N/A A No Action M050-M048 10/31/22 DS Newton Way VCP 8 263.00 Grease B Clean M051-M050 10/31/22 US Sherman Way VCP 8 93.00 Grease C Clean M052-M050 10/31/22 US Sherman Way VCP 8 96.00 Grease D Clean and CCTV M053-M043 10/26/22 DS Rutledge Ave VCP 8 162.00 Grease C Clean M054-M053 10/26/22 DS Rutledge Ave VCP 8 200.00 Grease C Clean M055-M054 10/26/22 DS Rutledge Ave VCP 8 173.00 Cracks B No Action M056-M055 10/26/22 DS Rutledge Ave VCP 8 122.00 N/A A No Action M057-M056 10/26/22 DS Rutledge Ave VCP 8 129.00 N/A A No Action M058-M057 10/26/22 DS Ewell Way VCP 8 270.00 Cracks B No Action Appendix 4 - Condition Assessment Findings and Preliminary Recommendations 20 Pipe ID CCTV
Date
Video
Direction Street/Address Pipe Material (from CCTV)
Diameter
(from CCTV)
Length
Surveyed
(from CCTV)
Primary
Defect(s)
Severity
Rating
Preliminary
Recommendation
Recommendation
Notes
CIP
Project(s)
M059-M058 10/26/22 US 11214 Hardee Way VCP 8 173.00 Roots C Clean M060-M055 10/25/22 DS Fulton Way VCP 8 109.00 Grease C Clean M061-M060 10/25/22 DS Fulton Way VCP 8 114.00 Grease B Clean M062-M060 10/25/22 DS Bragg way VCP 8 161.00 Grease B Clean M063-M062 10/25/22 DS Bragg way VCP 8 47.00 Grease B Clean M064-M063 10/25/22 DS Bragg way VCP 8 43.00 Grease B Clean M065-M064 10/25/22 US Brago way VCP 8 58.00 Grease B Clean M066-N092 10/20/22 DS Easement VCP 8 109.00 Grease B Clean M067-M066 10/20/22 DS Easement VCP 8 304.00 Broken pipe D Point repair CIP-005 M068-N094 10/20/22 DS Rutledge Ave VCP 8 107.00 Grease C Clean M069-M068 10/20/22 DS Rutledge Ave VCP 8 62.00 Grease C Clean M070-M069 10/20/22 DS Rutledge Ave VCP 8 128.00 Grease B Clean M071-M070 10/25/22 DS Rutledge Ave VCP 8 139.00 Cracks C Point repair 2 point repairs M072-M071 10/25/22 DS Rutledge Ave VCP 8 50.00 Grease B Clean M073-M072 10/25/22 DS Rutledge Ave VCP 8 47.00 Grease B Clean M074-M073 10/25/22 DS Rutledge Ave VCP 8 72.00 Grease B Clean M075-M074 10/25/22 DS Rutledge Ave VCP 8 149.00 Cracks B No Action M076-M075 10/25/22 DS Rutledge Ave VCP 8 21.00 Roots B Root Treatment M077-M076 10/25/22 DS Rutledge Ave VCP 8 181.00 Roots C Clean M078-M077 10/25/22 DS 11214 Rutledge Dr VCP 8 12.00 Cracks B No Action M079-M078 10/25/22 DS Rutledge Ave VCP 8 106.00 Roots C Clean M080-M068 10/20/22 US Eaton Way VCP 8 180.00 N/A A No Action M081-M070 10/20/22 US Radcliff Way VCP 8 38.00 N/A A No Action M082-M081 10/20/22 DS Radcliff Way VCP 8 220.00 Joint Offset B No Action M083-M082 10/20/22 US 7400 Ascot Way VCP 8 121.00 N/A A No Action M084-M069 10/20/22 DS Windemere Way VCP 8 222.00 Joint Offset B No Action M085-M084 10/20/22 US Windemere Way VCP 8 321.00 Grease C Clean M086-M072 10/20/22 DS Camden way VCP 8 171.00 N/A A No Action M087-M086 10/20/22 US Camden way VCP 8 279.00 N/A A No Action M088-M073 10/25/22 US Roxbury Way VCP 8 178.00 Grease B Clean M089-M075 10/25/22 DS Dover way VCP 8 136.00 Grease C Clean M090-M089 10/25/22 US Dover way VCP 8 104.00 Grease C Clean M091-M089 10/25/22 US Kent way VCP 8 85.00 Grease B Clean M092-M077 10/25/22 US 11230 Hood Way VCP 8 213.00 N/A A No Action M093-M092 10/25/22 DS 7241 Kirby Way VCP 8 172.00 Grease B Clean M094-M093 10/25/22 US 7241 Kirby Way VCP 8 266.00 Cracks B No Action 2 point repairs Appendix 4 - Condition Assessment Findings and Preliminary Recommendations 21 Pipe ID CCTV
Date
Video
Direction Street/Address Pipe Material (from CCTV)
Diameter
(from CCTV)
Length
Surveyed
(from CCTV)
Primary
Defect(s)
Severity
Rating
Preliminary
Recommendation
Recommendation
Notes
CIP
Project(s)
M095-N013 10/20/22 DS Carie Ln VCP 8 389.00 N/A A No Action N002-N001 04/09/24 DS Western Ave VCP 8 4.01 N/A A No Action N003-N002 11/04/22 DS Orangewood Ave VCP 8 137.00 Grease C Clean N004-N003 11/04/22 DS Orangewood Ave VCP 8 354.00 Grease C Clean N008-N002 04/09/24 DS Western Ave VCP 8 178.85 Sag B No Action N009-N010 04/08/24 US Western Ave VCP 8 404.19 Sag D Replace CIP-006 N010-N006 04/08/24 DS 11292 Western Ave VCP 8 5.51 Cracks, Joint Offset C Replace N011-N012 04/08/24 US Western Ave VCP 8 146.79 Sag B No Action N012-N007 04/08/24 DS Western Ave VCP 8 7.72 N/A A No Action N013-N012 04/08/24 DS Western Ave VCP 8 79.16 Broken pipe D Point repair 2 point repairs CIP-005 N014-N013 04/08/24 DS Western Ave VCP 8 86.57 N/A A No Action N015-N014 04/08/24 DS Western Ave VCP 8 116.13 N/A A No Action N017-N018 02/22/24 US Western Ave VCP 8 132.06 N/A A No Action N018-N092 02/22/24 DS 11050 Western Ave VCP 8 46.79 N/A A No Action N019-N018 02/22/24 US Western Ave VCP 8 180.66 N/A A No Action N020-N019 11/04/22 DS Alley katella & Industrial VCP 8 368.00 Grease B Clean N021-N018 10/19/22 DS 7541 Industrial Way VCP 8 151.00 N/A A No Action N022-N021 10/19/22 DS Industrial Way VCP 8 355.00 N/A A No Action N023-N022 10/19/22 US Mercantile VCP 8 314.00 N/A A No Action N024-I021 10/07/22 DS 1 Serena VCP 12 152.00 N/A A No Action N025-N024 10/07/22 DS Serena VCP 15 103.00 N/A A No Action N026-N025 10/07/22 DS Serena VCP 15 129.00 N/A A No Action N027-N026 10/07/22 DS Serena VCP 15 18.00 N/A A No Action N028-N027 10/07/22 DS 15 Serena VCP 15 115.00 N/A A No Action N029-N028 10/07/22 DS 20 Serena VCP 15 26.00 N/A A No Action N030-N029 10/07/22 DS 27 Serena VCP 15 136.00 N/A A No Action N031-N030 10/07/22 DS 29 Serena VCP 15 109.00 N/A A No Action N032-N095 10/05/22 DS 11186 Santa Maria St VCP 12 134.00 Grease B Clean N033-N032 10/05/22 DS 7722Ruthann Ave VCP 12 327.00 Cracks B No Action N034-N033 10/05/22 DS 11251 Santa Rosalia St VCP 12 296.00 Grease B Clean N035-N034 10/05/22 DS Santa Rosalia St VCP 12 296.00 Cracks C Rehabilitate (Lining) N036-N035 10/05/22 DS 11361 Santa Rosalia VCP 12 289.00 Cracks, Broken Pipe D Rehabilitate (Lining) CIP-006 N037-N036 10/05/22 DS 11411 Santa Rosalia St VCP 12 292.00 Cracks C Rehabilitate (Lining) N038-N037 10/05/22 DS 11461 Santa Rosalia St VCP 12 331.00 Cracks C Rehabilitate (Lining) N039-N038 10/03/22 DS 7731 Organewood Ave VCP 8 348.00 Cracks C Point repair N040-N039 10/03/22 DS 7792 Orangewood Ave VCP 8 352.00 Cracks C Rehabilitate (Lining) Appendix 4 - Condition Assessment Findings and Preliminary Recommendations 22 Pipe ID CCTV
Date
Video
Direction Street/Address Pipe Material (from CCTV)
Diameter
(from CCTV)
Length
Surveyed
(from CCTV)
Primary
Defect(s)
Severity
Rating
Preliminary
Recommendation
Recommendation
Notes
CIP
Project(s)
N041-N040 09/30/22 DS 7862 Orangewood Ave VCP 8 351.00 Cracks C Rehabilitate (Lining) N042-N041 09/30/22 DS Orangewood Ave VCP-lined 8 355.00 Grease B Clean N043-N042 09/30/22 US 7922 Orangewood Ave VCP 8 157.00 Cracks B No Action N044-N024 10/03/22 DS Serena Way VCP 8 191.00 Grease B Clean N045-N044 10/18/22 DS Serena VCP 8 116.00 Grease B Clean N046-N045 10/03/22 DS Serena Way VCP 8 32.00 Grease B Clean N047-N046 04/12/24 DS Serena VCP 8 111.22 N/A A No Action N047-N046 10/18/22 DS Serena VCP 8 116.00 Grease B Clean N048-N047 10/03/22 DS Serena Way VCP 8 17.00 N/A A No Action N049-N048 10/11/22 DS Serena VCP 8 148.00 N/A A No Action N050-N049 10/18/22 DS 30 Serena VCP 8 176.00 N/A A No Action N051-N025 10/20/22 US Savanna VCP 8 75.00 N/A A No Action N052-N026 10/20/22 US Orchid&Serena VCP 8 100.00 N/A A No Action N053-N027 10/20/22 US Orchid VCP 8 85.00 N/A A No Action N054-N028 10/18/22 US Sandpiper & Serena VCP 8 100.00 N/A A No Action N055-N029 10/17/22 US Redwood & Serena VCP 8 84.00 N/A A No Action N056-N030 10/11/22 US 27 Serena VCP 8 85.00 N/A A No Action N057-N033 10/10/22 DS 7782 Ruthann Ave VCP 8 288.00 Cracks C Rehabilitate (Lining) N058-N057 10/10/22 DS 7832 Ruthann Ave VCP 8 307.00 Cracks C Rehabilitate (Lining) N059-N058 10/10/22 DS 7891 Ruthann Ave VCP 8 307.00 Cracks C Rehabilitate (Lining) N060-N059 10/10/22 DS 7952 Ruthann Ave VCP 8 325.00 Cracks, Broken Pipe D Rehabilitate (Lining) CIP-006 N061-N060 10/10/22 US 7952 Ruthann Ave VCP 8 90.00 N/A A No Action N062-N061 01/12/24 DS Beach Blvd VCP 8 244.00 Cracks B No Action N063-N062 01/12/24 DS 11151 Beach Blvd VCP 8 230.00 N/A A No Action N064-N034 10/10/22 DS 11181 Santa Rosalia VCP 8 354.00 Cracks D Rehabilitate (Lining) CIP-006 N065-N064 10/10/22 US 11181 Santa Rosalia VCP 8 193.00 Cracks D Rehabilitate (Lining) 2 point repairs CIP-006 N066-N035 10/04/22 DS Joel Ave VCP 8 351.00 Joint Offset D Point repair CIP-005 N067-N066 10/04/22 DS Joel Ave VCP 8 350.00 Cracks, Broken Pipe D Rehabilitate (Lining) CIP-006 N068-N067 10/04/22 DS 7851 Joel Ave VCP 8 353.00 Cracks D Rehabilitate (Lining) CIP-006 N069-N068 10/04/22 DS Joel Ave VCP 8 356.00 Cracks, Broken Pipe D Rehabilitate (Lining) CIP-006 N070-N069 10/04/22 US 7921 Joel Ave VCP 8 112.00 Joint Offset C Point repair N071-N036 10/03/22 DS Eileen St VCP 8 354.00 Grease C Clean N072-N071 10/04/22 DS 7792 Eileen St VCP 8 352.00 Cracks C Point repair N073-N072 10/04/22 DS 7852 Eileen St VCP 8 353.00 Cracks C Point repair N074-N073 10/04/22 DS 7921 Eileen St VCP 8 353.00 Broken pipe D Point repair CIP-005 N075-N074 10/04/22 US 7921 Eileen St VCP 8 122.00 Cracks D Rehabilitate (Lining) CIP-006 Appendix 4 - Condition Assessment Findings and Preliminary Recommendations 23 Pipe ID CCTV
Date
Video
Direction Street/Address Pipe Material (from CCTV)
Diameter
(from CCTV)
Length
Surveyed
(from CCTV)
Primary
Defect(s)
Severity
Rating
Preliminary
Recommendation
Recommendation
Notes
CIP
Project(s)
N076-N037 10/03/22 DS 7732 Davmor Ave VCP 8 350.00 Cracks C Rehabilitate (Lining) N077-N076 10/03/22 DS Davmor Ave VCP 8 353.00 Cracks, Broken Pipe D Rehabilitate (Lining) CIP-006 N078-N077 10/03/22 DS 7862 Davmor Ave VCP 8 349.00 Cracks C Rehabilitate (Lining) N079-N078 10/03/22 DS 7921 Davmor Ave VCP 8 354.00 Cracks D Rehabilitate (Lining) CIP-006 N080-N079 10/03/22 US 7921 Davmor Ave VCP 8 166.00 Cracks C Rehabilitate (Lining) N081-N044 10/03/22 US Senegal Ct VCP 8 48.00 N/A A No Action N082-N045 10/17/22 US Raffia VCP 8 100.00 N/A A No Action N083-N046 10/03/22 US Belize Ct VCP 8 46.00 N/A A No Action N084-N047 10/17/22 US Madeira VCP 8 101.00 N/A A No Action N085-N048 10/03/22 US Mandanao Ct VCP 8 45.00 N/A A No Action N086-N049 10/11/22 US Juniper Ct VCP 8 45.00 N/A A No Action N087-N057 10/04/22 DS Mario Ln VCP 8 226.00 Cracks C Rehabilitate (Lining) N088-N058 10/11/22 US Ale Ln VCP 8 123.00 Cracks C Point repair 2 point repairs N089A-N089 10/11/22 DS Cedar & Katella VCP 8 133.00 N/A A No Action N089-I022 10/11/22 DS 11050 Cedar VCP 8 361.00 Cracks C Rehabilitate (Lining) N090-N089A 10/11/22 DS Cedar & Katella VCP 8 158.00 N/A A No Action N091-N090 10/11/22 US Cedar & Katella VCP 8 175.70 Broken pipe E Point repair 2 point repairs CIP-001 N095-N096 10/05/22 DS 11186 Santa Maria St VCP 12 307.00 Grease C Clean N098-N010 04/08/24 US Western Ave VCP 8 164.72 Deposits C Rehabilitate (Lining) N099-N008 04/09/24 US Western Ave VCP 8 45.19 N/A A No Action O001-O032 01/11/24 DS 11100 Beach Blvd VCP 8 349.00 Flow Capacity C No Action O002-O001 01/11/24 DS Beach Blvd VCP 8 351.00 Flow Capacity C Clean O003-O002 01/11/24 DS Beach Blvd VCP 8 352.00 Cracks D Rehabilitate (Lining) CIP-006 O004-O003 01/11/24 DS 11250 Beach Blvd VCP 8 117.00 Flow Capacity C Point repair O005-O004 08/24/22 DS Beach Blvd VCP 8 234.00 Grease, Flow Capacity C Clean O006-O005 08/24/22 DS Beach Blvd VCP 8 312.00 Debris B Clean O007-O006 08/24/22 DS 11420 Beach Blvd VCP/PVC 8 200.00 Joint Offset C Point repair O008-O007 08/24/22 DS Beach Blvd VCP 8 201.00 Roots B Root Treatment O012-O133 08/26/22 DS Plaza Way PVC 8 135.00 N/A A No Action O013-O012 08/26/22 DS Plaza Way VCP 8 122.00 Roots D Rehabilitate (Lining) CIP-006 O014-O013 08/26/22 DS 11357 Jane Ln VCP 8 19.00 Grease C Clean O015A-O015 08/26/22 DS Easement VCP 8 96.00 Grease B Clean O015-O014 08/26/22 DS Plaza Way VCP 8 88.00 Cracks C Rehabilitate (Lining) O016A-O015A 08/26/22 DS Easement VCP 8 153.00 Joint Offset A No Action O016-O016A 08/26/22 DS Jane Way VCP 8 20.00 Grease B Clean O017-O031 08/31/22 DS 8151 Jane Ln VCP 8 274.00 Grease B Clean Appendix 4 - Condition Assessment Findings and Preliminary Recommendations 24 Pipe ID CCTV
Date
Video
Direction Street/Address Pipe Material (from CCTV)
Diameter
(from CCTV)
Length
Surveyed
(from CCTV)
Primary
Defect(s)
Severity
Rating
Preliminary
Recommendation
Recommendation
Notes
CIP
Project(s)
O018-O017 08/31/22 US 8150 Jane Ln VCP 8 91.00 Grease C Clean O019-O018 04/09/24 US 8130 Orangewood Ave VCP 8 157.81 Cracks C Point repair O020-O018 04/09/24 US Orangewood Ave VCP 8 309.11 Broken pipe D Point repair 2 point repairs CIP-005 O021-O016 08/30/22 DS 11328 Jane Way VCP 8 172.00 Grease B Clean O022-O021 08/31/22 DS 11301 Jane Way VCP 8 212.00 Grease B Clean O023-O022 08/31/22 DS 11300 Pickens Ln VCP 8 257.00 Roots C Rehabilitate (Lining) O024-O023 08/30/22 DS 11329 Pine Tree Ln VCP 8 205.00 Grease B Clean O025-O024 08/30/22 DS Pine Tree Ln VCP 8 268.00 Grease B Clean O026-O025 08/30/22 DS Pine Tree Ln VCP 8 224.00 Grease B Clean O027-O026 08/30/22 DS 11455 Pine Tree Ln VCP 8 225.00 Grease B Clean O028-O023 08/30/22 DS 11272 Pine Tree Ln VCP 8 21.70 Roots D Rehabilitate (Lining) CIP-006 O028-O023 08/30/22 US 11272 Pine Tree Ln VCP 8 92.00 Roots D Rehabilitate (Lining) CIP-006 O029-O013 08/29/22 DS 11420 Court St VCP 8 279.00 Roots C Clean O030A-O029 08/29/22 DS Court St VCP 8 113.00 Cracks C Point repair O030-O030A 08/29/22 US Court St VCP 8 137.00 Grease B Clean O031-O016 08/31/22 DS 11421 Jane Ln VCP 8 268.00 Grease C Clean O032-J013 01/11/24 DS 11152 Beach Blvd VCP 8 343.00 Sag D Replace CIP-006 O133-O134A 11/23/22 DS Ospizio PVC 8 110.00 Grease, Flow Capacity C Clean O134A-O134 11/23/22 DS Ospizio PVC 8 159.00 N/A A No Action O134-O136 11/23/22 DS Ospizio PVC 8 159.00 N/A A No Action O136-O138 11/23/22 DS Monaco PVC 8 64.00 N/A A No Action O137-O136 11/23/22 US Monaco PVC-lined 8 129.00 Sag C Clean O138-O009 11/23/22 DS Monaco PVC 8 77.00 Flow Capacity D Clean and CCTV O139A-O138 11/23/22 DS Monaco PVC 8 84.00 N/A A No Action O139-O139A 11/23/22 US Monaco PVC-lined 6 60.00 N/A A No Action O140-O139A 11/23/22 DS Antonio PVC 8 157.00 N/A A No Action O141-O140 11/23/22 US Picasso PVC-lined 6 104.00 N/A A No Action O142-O140 11/23/22 DS Antonio PVC 8 165.00 N/A A No Action O143-O142 11/23/22 US Torino PVC-lined 6 66.00 N/A A No Action O144-O142 11/23/22 US Torino PVC-lined 6 109.00 Sag C Clean OC03-V001 04/11/24 DS Lampson Ave VCP 21 11.52 N/A A No Action R002-R001 09/22/22 DS 11951 Santa Rosalia St VCP 8 196.00 Grease C Clean R003-R002 09/22/22 DS 11871 Santa Rosalia St VCP 8 360.00 Grease C Clean R004-R003 09/22/22 DS Santa Rosalia St VCP 8 360.00 Cracks C Rehabilitate (Lining) R005-R004 09/22/22 DS Santa Rosalia St VCP 8 360.00 Cracks C Rehabilitate (Lining) R006-R005 09/22/22 US 7681 Santa Catalina Ave VCP 8 70.00 N/A A No Action Appendix 4 - Condition Assessment Findings and Preliminary Recommendations 25 Pipe ID CCTV
Date
Video
Direction Street/Address Pipe Material (from CCTV)
Diameter
(from CCTV)
Length
Surveyed
(from CCTV)
Primary
Defect(s)
Severity
Rating
Preliminary
Recommendation
Recommendation
Notes
CIP
Project(s)
R007-R006 09/26/22 DS Santa Catalina Ave VCP 8 349.00 N/A A No Action R008-R085 09/26/22 DS Santa Catalina Ave VCP 8 349.00 N/A A No Action R009-R008 09/26/22 DS Santa Catalina Ave VCP 8 352.00 N/A A No Action R010-R009 09/26/22 US 11731 Santa Paula Ave VCP 8 64.00 N/A A No Action R012-R011 04/10/24 DS 7722 Chapman Ave VCP 15 391.87 Sag D Replace CIP-006 R013-R012 04/10/24 DS Chapman Ave VCP 15 391.57 Infiltration D Rehabilitate (Lining) CIP-006 R014-R013 04/10/24 DS Chapman Ave VCP 15 392.57 Infiltration D Rehabilitate (Lining) CIP-006 R015-R014 04/10/24 DS 11961 Chapman Ave VCP 15 392.57 Cracks, Sag C Replace R016-S001 04/09/24 US Chapman Ave VCP-lined 8 341.17 Sag C Replace R017-R002 09/16/22 DS 7722 Santa Gertrudes Ave VCP 8 290.00 Joint Offset B No Action R018-R017 09/16/22 DS Santa Gertrudes Ave VCP 8 279.90 Broken pipe D Point repair CIP-005 R019-R018 09/16/22 DS Santa Gertrudes Ave VCP 8 352.00 Roots C Rehabilitate (Lining) R020-R019 09/15/22 DS Santa Gertrudes Ave VCP 8 296.00 Grease B Clean R021-R017 09/19/22 DS Santa Maria St VCP 8 350.00 Roots C Rehabilitate (Lining) R022-R021 09/19/22 DS Santa Maria St VCP 8 347.00 Roots C Rehabilitate (Lining) R023-R022 09/19/22 DS Santa Maria St VCP 8 342.00 Roots C Rehabilitate (Lining) R024-R018 09/16/22 DS Santa Cruz St VCP 8 258.00 Grease C Clean R025-R024 09/16/22 DS 11841 Santa Cruz St VCP 8 269.00 Roots B Root Treatment R026-R025 09/16/22 DS 11801 Santa Cruz St VCP 8 279.00 Grease C Clean R027-R026 09/16/22 DS Santa Cruz St VCP 8 278.00 Roots C Rehabilitate (Lining) R028-R027 09/26/22 DS 7822 Santa Catalina Ave VCP 8 275.00 Grease B Clean R029-R028 09/26/22 DS 7882 Santa Catalina Ave VCP 8 271.00 Roots B Root Treatment R030-R029 09/26/22 DS Santa Catalina Ave VCP 8 275.00 Roots B Root Treatment R031-R024 09/22/22 DS 7831 Santa Rita Ave VCP 8 299.00 Grease C Clean R032-R031 09/22/22 DS Santa Rita Ave VCP 8 304.00 Grease C Clean R033-R032 09/22/22 DS 7921 Santa Rita Ave VCP 8 243.00 Grease C Clean R034-R033 09/22/22 DS 7920 Santa Rita Ave VCP 8 49.00 N/A A No Action R035-R034 09/22/22 DS 11940 Santa Paula St VCP 8 281.00 Cracks B No Action R036-R035 09/26/22 US 11790 Santa Paula Ave VCP 8 279.00 N/A A No Action R037-R036 09/26/22 US 11750 Santa Paula Ave VCP 8 284.00 Grease C Clean R038-R025 09/19/22 DS Santa Monica Ave VCP 8 272.00 Roots C Rehabilitate (Lining) R039-R038 09/19/22 DS Santa Monica Ave VCP 8 275.00 Roots B Root Treatment R040-R039 09/19/22 DS Santa Monica Ave VCP 8 271.00 N/A A No Action R041-R026 09/19/22 DS 7822 Santa Barbara Ave VCP 8 273.00 Roots C Clean R042-R041 09/19/22 DS 7882 Santa Barbara Ave VCP 8 274.00 Roots C Rehabilitate (Lining) R043-R042 09/19/22 DS Santa Barbara Ave VCP 8 276.00 Grease B Clean Appendix 4 - Condition Assessment Findings and Preliminary Recommendations 26 Pipe ID CCTV
Date
Video
Direction Street/Address Pipe Material (from CCTV)
Diameter
(from CCTV)
Length
Surveyed
(from CCTV)
Primary
Defect(s)
Severity
Rating
Preliminary
Recommendation
Recommendation
Notes
CIP
Project(s)
R044-N038 09/28/22 DS 11541 Santa Rosalia St VCP 10 243.00 Joint Offset B No Action R045-R044 09/28/22 DS 11591 Santa Rosalia St VCP 10 240.00 Cracks B No Action R046-R045 09/28/22 DS 11631 Santa Rosalia St VCP 10 268.00 Cracks B No Action R047-R046 09/28/22 US 11641 Santa Rosalia St VCP 10 62.00 N/A A No Action R048-R047 09/28/22 US 11691 Santa Rosalia St VCP 10 233.00 Grease B Clean R049-R048 09/28/22 US Santa Rosalia St VCP 10 52.00 N/A A No Action R050-R049 09/28/22 US Santa Rosalia St VCP 10 218.00 Roots, Broken Pipe D Rehabilitate (Lining) CIP-006 R051-R045 09/29/22 DS 7722 Lessue Ave VCP 8 316.00 Cracks B No Action R052-R051 09/29/22 DS Lessue Ave VCP 8 310.00 Roots C Rehabilitate (Lining) R053-R052 09/29/22 DS Lessue Ave VCP 8 309.00 Roots C Rehabilitate (Lining) R054-R053 09/29/22 DS 7902 Lessue Ave VCP 8 321.00 Cracks D Rehabilitate (Lining) CIP-006 R055-R054 09/29/22 US 11581 Stanton Ave VCP 8 327.00 Broken pipe E Point repair CIP-001 R056-R055 09/30/22 DS 11581 Stanton Ave VCP 8 273.00 Roots, Cracks, Broken Pipe D Rehabilitate (Lining) CIP-006 R057-R051 09/29/22 DS Santa Cruz St VCP 8 201.00 Cracks C Rehabilitate (Lining) R058-R052 09/29/22 US 11556 Santa Cruz VCP 8 201.00 Grease B Clean R059-R053 09/29/22 DS Ale Ln VCP 8 200.00 Roots B Root Treatment R060-R054 09/29/22 DS Lenmar St VCP 8 289.00 Cracks D Rehabilitate (Lining) CIP-006 R061-R083 09/28/22 US Hopi Rd VCP 8 350.00 Roots C Rehabilitate (Lining) R062-R061 09/28/22 US Hopi Rd VCP 8 334.00 N/A A No Action R063-R087 11/01/22 DS Hopi Rd VCP 8 181.00 Roots C Rehabilitate (Lining) R064-R084 11/01/22 DS Hopi Rd VCP 8 353.00 Roots C Rehabilitate (Lining) R065-R064 11/01/22 DS Hopi Rd VCP 8 340.00 Joint Offset C Point repair R066-R086 11/01/22 US Hopi Rd VCP 8 179.00 Grease C Clean R067-R048 10/28/22 DS Yorkshire Ave VCP 8 349.00 Joint Offset D Point repair CIP-005 R068-R067 10/28/22 DS Yorkshire Ave VCP 8 354.00 Joint Offset D Point repair CIP-005 R069-R068 10/28/22 US Yorkshire Ave VCP 8 354.00 Joint Offset C Point repair R070-R069 10/31/22 DS Yorkshire Ave VCP 8 354.00 Sag C Clean R071-R049 10/26/22 DS Yorkshire Ave VCP 8 353.00 Roots C Rehabilitate (Lining) R072-R071 10/26/22 DS 7792 Yorkshire Ave VCP 8 353.00 Joint Offset C Point repair R073-R072 10/26/22 US Yorkshire Ave VCP 8 276.00 Roots D Rehabilitate (Lining) CIP-006 R073-R072 10/26/22 DS Yorkshire Ave VCP 8 75.00 Roots D Rehabilitate (Lining) CIP-006 R074-R073 10/26/22 DS Yorkshire Ave VCP 8 356.00 Roots C Rehabilitate (Lining) R076-R075 02/27/24 DS Western Ave VCP 8 39.98 N/A A No Action R077-R076 02/27/24 US Western Ave VCP 8 432.85 Sag B No Action R078-R077 02/26/24 DS Seaboard Cir VCP 8 281.95 Broken pipe D Point repair CIP-005 R079-R078 02/26/24 US 11631 Seaboard Cir VCP 8 195.58 N/A A No Action Appendix 4 - Condition Assessment Findings and Preliminary Recommendations 27 Pipe ID CCTV
Date
Video
Direction Street/Address Pipe Material (from CCTV)
Diameter
(from CCTV)
Length
Surveyed
(from CCTV)
Primary
Defect(s)
Severity
Rating
Preliminary
Recommendation
Recommendation
Notes
CIP
Project(s)
R080-R076 02/27/24 US Western Ave VCP 8 229.75 Grease B Clean R081-R080 02/27/24 DS Seaboard Cir VCP 8 281.85 Broken pipe C Point repair R082-R081 02/27/24 US 11661 Seaboard Cir VCP 8 345.08 Grease C Clean R083-R046 09/28/22 US Hopi Rd VCP 8 320.00 N/A A No Action R084-R047 11/04/22 US Hopi Rd VCP 8 351.10 Roots C Rehabilitate (Lining) R085-R007 09/26/22 DS Santa Catalina Ave VCP 8 348.00 Cracks B No Action R086-R065 11/01/22 US Hopi Rd VCP 8 339.00 Sag C Clean
R087-R062 09/28/22 US 7911 Hopi Rd VCP 8 335.00 Roots B Root Treatment R088-R074 10/26/22 US Yorkshire Ave VCP 8 154.00 Sag C Clean R089-R070 10/31/22 US Yorkshire Ave VCP 8 152.00 Grease C Clean S001-W015 01/22/24 US 12051 Beach Blvd VCP 10 287.00 Sag B No Action S002-R015 04/10/24 DS Chapman Ave VCP 15 225.94 Sag D Replace CIP-006 S003A-S003 04/09/24 DS Chapman Ave VCP 18 271.53 Flow Capacity C No Action S003-S002 04/10/24 DS Chapman Ave VCP/PVC 18 229.35 Flow Capacity C No Action S004-S003A 04/09/24 DS Chapman Ave VCP 18 269.93 N/A A No Action S012-S002 01/22/24 DS Beach Blvd VCP 10 336.00 Cracks, Flow Capacity E Clean and CCTV S013-S012 01/22/24 DS 11850 Beach Blvd VCP 10 334.00 Cracks B No Action 2 point repairs S014-S013 01/12/24 DS Beach Blvd VCP 10 320.00 Cracks D Rehabilitate (Lining) CIP-006 S015-S014 01/12/24 DS 11752 Beach Blvd VCP 10 334.00 Cracks D Rehabilitate (Lining) CIP-006 S016-S015 01/12/24 DS 11702 Beach Blvd VCP 10 325.00 Cracks C Rehabilitate (Lining) S017-S016 01/12/24 US Beach Blvd VCP 8 309.00 Cracks, Sag E Replace CIP-003 S019-S018 09/02/22 DS Fillmore St VCP 8 117.00 Grease, Flow Capacity C Clean S020-S019 09/02/22 DS 8031 Fillmore Dr VCP 8 318.00 Grease C Clean S021-S812 08/26/22 DS Court Ln VCP 8 335.00 Roots C Rehabilitate (Lining) S022-S021 08/26/22 DS Court Ln VCP 8 322.00 Roots C Rehabilitate (Lining) S023-S022 08/26/22 DS 8042 Hynes St VCP 8 321.00 Roots B Root Treatment S024-S023 08/26/22 US 8042 Hynes St VCP 8 184.00 Debris E Clean and CCTV S025-S022 08/26/22 DS Hynes Rd VCP 8 327.00 Roots C Clean S026-S025 08/26/22 DS 8192 Hynes Rd VCP 8 279.00 N/A A No Action S027-S030 08/26/22 DS Johnston Rd VCP 8 289.00 N/A A No Action S029-S014 08/29/22 DS 8080 Beaver Pl VCP 8 290.00 Grease B Clean S030-S021 08/26/22 DS Johnston Rd VCP 8 225.10 Cracks C Rehabilitate (Lining) S811-S016 08/29/22 DS La Monte Rd VCP 8 318.00 Roots B Root Treatment S812-S811 08/29/22 DS La Monte Rd VCP 8 319.00 Grease C Clean S813-S812 08/29/22 DS La Monte Rd VCP 8 340.00 Roots C Rehabilitate (Lining) S814-S813 08/29/22 US La Monte Rd VCP 8 304.00 Roots C Clean Appendix 4 - Condition Assessment Findings and Preliminary Recommendations 28 Pipe ID CCTV
Date
Video
Direction Street/Address Pipe Material (from CCTV)
Diameter
(from CCTV)
Length
Surveyed
(from CCTV)
Primary
Defect(s)
Severity
Rating
Preliminary
Recommendation
Recommendation
Notes
CIP
Project(s)
S815-S814 08/29/22 US 8222 La Monte Rd VCP 8 17.00 N/A A No Action S817-S812 08/29/22 DS 8101 Crager Ln VCP 8 326.00 N/A A No Action S818-S817 08/29/22 DS Crager Ln VCP 8 250.00 Roots C Rehabilitate (Lining) S819-S818 08/29/22 DS Crager Ln VCP 8 22.00 Grease B Clean S820-S817 08/29/22 DS Crager Ln VCP 8 332.00 Broken pipe D Point repair CIP-005 V002-OC03 04/11/24 DS Lampson Ave VCP 8 34.77 Infiltration D Rehabilitate (Lining) CIP-006 V003-V002 09/09/22 DS Santa Rosalia St VCP 8 6.00 N/A A No Action V004-V002 09/09/22 DS Santa Rosalia St VCP 8 239.00 Joint Offset B No Action V004-V003 09/09/22 DS Santa Rosalia St VCP 8 227.00 Joint Offset C Point repair V005-V004 09/09/22 DS Santa Rosalia St VCP-lined 8 379.00 N/A A No Action V006-V005 09/07/22 DS Santa Rosalia St VCP-lined 8 375.00 N/A A No Action V007-V006 09/07/22 DS 12221 Santa Rosalia St VCP 8 276.00 Cracks C Rehabilitate (Lining) V008-V007 09/07/22 DS Santa Rosalia St VCP 8 271.00 Cracks C Rehabilitate (Lining) V009-V008 09/07/22 DS 12131 Santa Rosalia St VCP 8 270.00 Cracks C Rehabilitate (Lining) V010-V009 09/07/22 DS Santa Rosalia St VCP 8 267.00 Cracks C Rehabilitate (Lining) V011-V010 09/07/22 DS Santa Rosalia St VCP 8 243.00 Cracks C Rehabilitate (Lining) V012-V004 09/02/22 DS 12442 Georgian St VCP 8 201.00 Cracks C Rehabilitate (Lining) V013-V012 09/02/22 DS 12420 Georgian St VCP 8 204.00 Cracks C Rehabilitate (Lining) V014-V013 09/02/22 DS 12372 Georgian St VCP 8 378.00 Cracks C Rehabilitate (Lining) V015-V014 09/02/22 DS 12336 Georgian St VCP 8 347.00 Cracks C Rehabilitate (Lining) V016-V015 09/02/22 DS 12302 Georgian St VCP 8 231.00 Cracks C Rehabilitate (Lining) V017-V016 09/02/22 DS Georgian St VCP 8 237.00 Cracks C Rehabilitate (Lining) V018-V006 09/09/22 DS 7732 Devonwood Ave VCP 8 274.00 Cracks C Rehabilitate (Lining) V019-V018 09/09/22 DS 7772 Devonwood Ave VCP 8 274.00 Cracks C Rehabilitate (Lining) V020-V019 09/09/22 DS Devonwood Ave VCP 8 289.00 Cracks C Rehabilitate (Lining) V021-V020 09/07/22 US Fieldgate St VCP 8 107.00 Cracks B No Action V022-V007 09/12/22 DS 7752 Bently Ave VCP 8 390.00 Cracks, Broken Pipe D Rehabilitate (Lining) CIP-006 V023-V022 09/12/22 DS 7822 Bently Ave VCP 8 391.00 Cracks B No Action V024-V009 09/07/22 DS Laurelton Ave VCP-lined 8 330.00 Grease C Clean V025-V010 09/07/22 US Amy Ave VCP 8 191.00 Debris, Grease E Clean and CCTV V027-OC07 04/10/24 US Lampson Ave VCP-lined 8 223.64 N/A A No Action V029-OC04 04/11/24 DS Lampson Ave VCP 8 14.43 Deposits B No Action V030-V029 04/11/24 DS Lampson Ave VCP 8 175.24 N/A A No Action V031-V030 04/11/24 DS Lampson Ave VCP 8 288.77 Cracks B No Action V032-V031 04/11/24 DS Lampson Ave VCP 8 515.71 Sag C Replace V033-V013 09/09/22 DS Carla St VCP 8 194.00 Cracks C Rehabilitate (Lining) Appendix 4 - Condition Assessment Findings and Preliminary Recommendations 29 Pipe ID CCTV
Date
Video
Direction Street/Address Pipe Material (from CCTV)
Diameter
(from CCTV)
Length
Surveyed
(from CCTV)
Primary
Defect(s)
Severity
Rating
Preliminary
Recommendation
Recommendation
Notes
CIP
Project(s)
V034-V033 09/09/22 DS 7691 Carla St VCP 8 200.00 Cracks C Rehabilitate (Lining) V035-V014 09/02/22 DS 7751 Marisa St VCP 8 185.00 Cracks C Rehabilitate (Lining) V036-V020 09/07/22 DS 12242 Fieldgate St VCP 8 277.00 Cracks C Rehabilitate (Lining) V804-V008 09/07/22 DS 7742 Belgrave Ave VCP 8 391.00 Cracks C Rehabilitate (Lining) V812-V809 09/12/22 DS Home Depot Park Lot PVC 8 202.00 Grease C Clean V813-V812 09/12/22 DS Home Depot Park Lot PVC 8 178.00 Grease B Clean V813-V812 09/12/22 US Home Depot Park Lot VCP/PVC 8 88.50 Broken pipe D Point repair CIP-005 W006-OC09 01/23/24 DS 12392 Beach Blvd VCP 10 337.00 Broken pipe C Rehabilitate (Lining) W007-W006 01/23/24 DS 12362 Beach Blvd VCP 10 331.00 Flow Capacity C Point repair W008-W007 01/23/24 DS Beach Blvd & Catherine VCP 10 331.00 Cracks C Rehabilitate (Lining) W010-W008 01/23/24 US Beach Blvd & Catherine VCP 8 6.00 Flow Capacity C Clean W011A-W011 01/23/24 DS 12232 Beach Blvd VCP 10 30.00 Cracks C Rehabilitate (Lining) W011-W010 01/23/24 DS 12232 Beach Blvd VCP 10 173.00 Cracks C Point repair 2 point repairs W012A-W011A 01/23/24 DS 12140 Beach Blvd VCP 10 265.00 Cracks C Rehabilitate (Lining) W012-W012A 01/23/24 DS Beach Blvd VCP 10 33.60 N/A A No Action 471.60 W013A-W013 09/02/22 DS Park Plaza VCP 8 339.00 Grease C Clean W013-W012 01/23/24 DS Beach Blvd VCP 10 246.00 Joint Offset C Replace W014-W013 01/23/24 DS 12100 Beach Blvd VCP 10 84.00 Cracks B No Action W015-W014 01/22/24 DS 12051 Beach Blvd VCP 10 335.00 Cracks D Rehabilitate (Lining) CIP-006 W016-W008 09/15/22 DS 8071 Catherine Ave VCP 8 313.00 Cracks C Rehabilitate (Lining) W017-W016 09/15/22 DS 8101 Catherine Ave VCP 8 191.00 Joint Offset C Point repair W018A-W017 09/02/22 DS Catherine Ave VCP 8 47.00 Grease B Clean W018-W018A 09/02/22 DS Catherine Ave VCP 8 89.00 Cracks B No Action W019-W018 09/16/22 DS Easement VCP 8 118.00 Debris, Flow Capacity E Clean and CCTV W020-W019 09/16/22 DS 12364 San Marcos Dr VCP 8 282.00 Broken pipe E Point repair CIP-001 W021-W020 09/16/22 DS 12400 San Marcos Dr VCP 8 316.00 Grease C Clean W022-W021 09/02/22 DS 8150 Carmel Dr VCP 8 176.00 Joint Offset B No Action W023-W019 09/12/22 DS 12311 Westcliff Dr VCP 8 293.00 Joint Offset C Point repair W024-W023 09/12/22 DS Westcliff Dr VCP 8 267.00 Joint Offset C Point repair W025-W024 09/12/22 DS Westcliff Dr VCP 8 297.00 Grease B Clean W026-W024 09/02/22 DS Laguna Ct VCP-lined 8 132.00 Joint Offset C Point repair W029-W028 08/31/22 DS Shadow Ln VCP 8 190.00 Grease C Clean W030-W029 08/30/22 DS Briarwood St VCP 8 78.00 N/A A No Action W031-W030 09/01/22 DS 8180 Capistrano Dr VCP 8 277.00 Cracks B No Action 2 point repairs W032-W031 09/01/22 DS 8180 Capistrano Dr VCP 8 330.00 Cracks C Point repair W033-W032 09/01/22 DS 12275 Malibu Dr VCP 8 235.00 Grease C Clean Appendix 4 - Condition Assessment Findings and Preliminary Recommendations 30 Pipe ID CCTV
Date
Video
Direction Street/Address Pipe Material (from CCTV)
Diameter
(from CCTV)
Length
Surveyed
(from CCTV)
Primary
Defect(s)
Severity
Rating
Preliminary
Recommendation
Recommendation
Notes
CIP
Project(s)
W034-W033 09/01/22 DS 12279 Westcliff Dr VCP 8 332.00 Grease B Clean W035-W034 09/01/22 US 12279 Westcliff Dr VCP 8 66.70 Cracks C Point repair W036-W034 09/01/22 US 12279 Westcliff Dr VCP 8 81.00 N/A A No Action W037-W029 08/30/22 DS Briarwood St VCP 8 143.00 Cracks B No Action W038-W037 08/30/22 DS Briarwood St VCP 8 274.00 Grease B Clean W039-W038 08/30/22 DS Briarwood St VCP 8 276.00 Grease C Clean W040-W039 08/30/22 DS Briarwood St VCP 8 372.00 Grease C Clean W041-W040 08/30/22 DS Briarwood St VCP 8 246.00 Broken pipe D Point repair CIP-005 W042-W041 08/30/22 DS 8341 Briarwood St VCP 8 301.00 N/A A No Action W043-W042 08/30/22 US 8341 Briarwood St VCP 8 103.00 Debris B Clean W044-W039 09/01/22 DS Autumn Ln VCP 8 186.00 Grease B Clean W045-W040 09/01/22 DS Brittany Ln VCP 8 145.00 Grease B Clean W046-W045 09/01/22 DS Brittany Ln VCP 8 240.00 Cracks C Point repair W047-W037 08/31/22 DS Winterwood Ave VCP 8 174.00 Broken pipe D Point repair CIP-005 W048-W047 08/31/22 DS 8231 Winterwood Ave VCP 8 346.00 Grease C Clean W049-W048 08/31/22 DS 8291 Winterwood Ave VCP 8 347.00 Grease C Clean W050-W049 08/31/22 DS Winterwood Ave VCP 8 201.00 Grease C Clean W051-W050 08/31/22 DS Leafwood St VCP 8 297.00 Grease C Clean W052-W051 08/31/22 US Leafwood St VCP 8 295.00 Grease C Clean W053-W052 08/31/22 US 12100 Leafwood St VCP 8 80.00 N/A A No Action W054-W049 09/01/22 DS 12210 Arrowhead St VCP 8 133.00 Joint Offset B No Action W055-W054 09/01/22 DS 12270 Arrowhead St VCP 8 351.00 Roots B Root Treatment W056-W055 09/01/22 DS 12360 Arrowhead St VCP 8 302.00 Grease C Clean W056-W057 09/01/22 DS 12360 Arrowhead St VCP 8 301.00 Grease, Flow Capacity B Clean Y002-Y022 09/09/22 DS 12661 Hoover St VCP 8 201.00 N/A A No Action Y003-Y002 09/09/22 DS 12650 Hoover St VCP 8 125.00 N/A A No Action Y004-Y003 09/09/22 DS 12650 Hoover St VCP 8 200.00 Joint Offset C Point repair Y006-Y005 09/15/22 DS Village Center Dr VCP 8 339.00 Cracks B No Action Y007-Y006 09/15/22 DS Village Center Dr VCP 8 149.00 Grease C Clean Y008-Y007 09/15/22 DS Village Center Dr VCP 8 189.00 Grease C Clean Y009-Y008 09/15/22 DS Village Center Dr VCP 8 228.00 Roots C Point repair Y010-Y009 09/15/22 DS Village Center Dr VCP 8 101.00 Roots B Root Treatment Y011-Y010 09/15/22 DS Village Center Dr VCP 8 205.00 Grease B Clean Y012-Y011 09/12/22 DS Village Center Dr VCP 8 0.00 Flow Capacity E Clean and CCTV Y013-Y810 03/26/24 DS 12835 Beach Blvd VCP 8 360.01 Broken pipe D Point repair CIP-005 Y014-Y013 03/26/24 US 12803 Beach Blvd VCP/PVC 8 287.37 N/A A No Action Appendix 4 - Condition Assessment Findings and Preliminary Recommendations 31 Pipe ID CCTV
Date
Video
Direction Street/Address Pipe Material (from CCTV)
Diameter
(from CCTV)
Length
Surveyed
(from CCTV)
Primary
Defect(s)
Severity
Rating
Preliminary
Recommendation
Recommendation
Notes
CIP
Project(s)
Y015-V030 09/12/22 DS 12541 Camus Ln VCP 8 207.00 Grease B Clean Y016-Y015 09/12/22 US 12751 Camus Ln VCP 8 220.00 Cracks B No Action Y017-V031 09/12/22 DS 12542 Orrway Dr VCP 8 213.00 Joint Offset C Point repair Y018-Y017 09/12/22 DS 12572 Orrway Dr VCP 8 211.00 Grease B Clean Y019-V032 11/04/22 DS Easement VCP 8 417.40 Grease, Flow Capacity E Clean and CCTV Y020-V029 04/11/24 US Lampson Ave VCP 8 19.94 Roots B Root Treatment Y021-Y019 11/04/22 US Easement VCP 8 11.00 Grease C Clean Y022-Y001 09/09/22 DS 12710 Hoover St VCP 8 81.00 N/A A No Action Y024-Y014 04/12/24 DS 12775 Beach Blvd PVC 6 154.30 N/A A No Action Y024-Y014 04/12/24 US 12775 Beach Blvd PVC 6 29.26 N/A A No Action Y024-Y014 04/12/24 DS 12775 Beach Blvd PVC 6 41.48 N/A A No Action Y024-Y014 04/12/24 DS 12775 Beach Blvd PVC 6 16.43 N/A A No Action Y024-Y014 04/12/24 DS 12775 Beach Blvd PVC 6 58.52 N/A A No Action Y810-Y808 09/16/22 DS Easement VCP 8 289.00 Grease B Clean Z001-Z831 09/14/22 DS Sycamore St VCP 8 38.00 Joint Offset, Flow Capacity D Clean and CCTV Z002-Z001 09/14/22 DS Sycamore St VCP-lined 8 307.00 Grease, Flow Capacity C Clean Z003-Z002 09/14/22 DS 12910 Sycamore Ave VCP 8 56.00 Grease C Clean Z004-Z003 09/14/22 DS Sycamore St VCP-lined 8 252.00 Grease C Clean Z005-Z004 09/14/22 DS Sycamore St VCP 8 286.00 Cracks B No Action Z006-Z005 09/14/22 DS Sycamore St VCP-lined 8 279.90 Grease C Clean Z007-Z029 09/14/22 DS Acacia Ave PVC 8 467.00 N/A A No Action Z008-Z007 09/13/22 US Court St PVC 8 323.00 Grease B Clean Z008-Z007 09/13/22 DS Court St VCP 8 34.40 Grease B Clean Z009-Z008 09/13/22 US Court St VCP 8 224.00 N/A A No Action Z015-Z028 09/15/22 DS Easement VCP 8 149.00 N/A A No Action Z016-Z800 09/14/22 DS Fern St VCP-lined 8 231.00 Grease, Flow Capacity E Clean and CCTV Z017-Z016 09/14/22 DS 12871 Fern St VCP 8 296.00 Cracks D Rehabilitate (Lining) CIP-006 Z018-Z004 09/15/22 DS 8242 Acacia Ave VCP 8 241.00 Cracks, Grease E Clean and CCTV Z019-Z018 09/14/22 DS Fern St VCP-lined 8 358.00 Grease C Clean Z020-Z019 09/14/22 DS Fern St VCP-lined 8 292.00 Grease C Clean Z021-Z022 09/15/22 DS Easement PVC-lined 8 222.00 N/A A No Action Z022-Z023 09/15/22 DS Easement VCP-lined 8 216.00 N/A A No Action Z023-Z024 09/15/22 DS 2880-AA Beach Blvd VCP 8 22.00 N/A A No Action Z024-Z015 09/15/22 DS Easement VCP/PVC 12 145.00 N/A A No Action Z025-Z015 04/12/24 DS Garden Grove Blvd PVC 6 66.43 Joint Offset, Flow Capacity D Replace Upsize to 8" CIP-006 Z026-Z025 04/12/24 US Garden Grove Blvd PVC 6 355.10 Sag, Flow Capacity D Replace Upsize to 8" CIP-006 Appendix 4 - Condition Assessment Findings and Preliminary Recommendations 32 Appendix 5 - Cooperative Sanitary Sewer Agreement
Appendix 5 - Cooperative
Sanitary Sewer Agreement
Appendix 5 - Cooperative
Sanitary Sewer Agreement
Appendix 5 - Cooperative
Sanitary Sewer Agreement
Appendix 5 - Cooperative
Sanitary Sewer Agreement
the mltlatmg Party shall submIt a
report settmg forth all costs mcurred together wIth either an mVOlce, or a refund for the difference between the actual apportIOned cost and the depOSit ( and any related accumulated mterest)
All repair and replacement work shall be done m accordance wIth applIcable laws, ordmances, charter provISIons related to public work projects, and the applIcable standards and specificatIOns of the Party wlthm whose junsdlctlOn the work IS bemg performed If, wlthm 30 days after notificatIOn, the notified Party disagrees with the necessity for, or disagrees with the estlmated cost of, the repair or replacement, It shall so notlfy the other Party m wntmg If the pal tIes are unable to agree upon the need for or cost of the repair or replacement, the matter may be submitted to arbitratIOn as set forth m SectIOn 3, or the Parties may pursue any other remedies authonzed by thiS Agreement
ThiS Subsectlon I ( c) shall apply to any replacement of a shared sewer lme by a new shared sewer hne of equal or lesser capacity SectIOn 2 of thIS Agreement shall apply to replacement of eXlstmg shared sewer lInes by new sewer lInes with a capacity greater than the capacIty of the lIne bemg replaced and the constructIOn of new shared sewer lines d) ComplIance with Law
Each Party hereby agrees to operate and mamtam the shared samtary sewers wlthm ItS junsdlctlOn and those samtary sewers wlthm ItS junsdlctlOn that dIrectly or mdlrectly connect to shared samtary sewers m the other Party' s jUnSdlctlOn m accordance wIth all applicable federal and state laws and regulatIOns, mcludmg, but not hmlted to, any waste discharge reqUirements WDRs") lawfully established by the State Water Resources Control Board and/or the Santa Ana Regional Water QualIty Control Board, and each Party' s respectlve OperatIOn and Mamtenance Plan
when such plan IS adopted ( collectIvely, "Applicable Laws and Regulatlons") 2 FUTURE SANITARY SEWERS
a) Annual DetermmatlOn of Sufficlencv of Capacltv m Shared Sewers It IS antlclpated that future development m the tributary areas to the shared samtary sewers may lead to a SituatIOn m whIch there IS a need for addltlonal capacity, as defined m SectIOn 1, m some of the shared samtary sewers On or before October 1 st of each year, each Party shall determme whether the shared samtary sewers wlthm ItS junsdlctlon have suffiCient capacity, as defined m SectIOn I, to prOVide servIce Without limltmg connectIOns for the next calendar year b) Constructlon of New Shared Samtarv Sewer
If a Party dctenmnes that any shared samtary sewers wlthm ItS junsdlctlOn will not have suffiCient capacIty to prOVIde servIce WIthout limltmg connectIOns for the next calendar year, then the Parties shall meet and detem1me wlthm sixty ( 60) days the SIze and estlmated cost of a new, larger samtary scwer that wIll proVide adequate capacity for ultlmate planned development wlthm the tnbutary aleas The PaItles antlclpate that such new, laIger samtary sewelS wIll generally be deSigned and constructed as replacements for the then- exlstmg shared samtary sewers Unless otherwIse agreed by the Partlcs, the Party wlthm whose junsdlctlOn the new samtary sewer will be 796^ 1 I 3
Appendix 5 - Cooperative
Sanitary Sewer Agreement
Appendix 5 - Cooperative
Sanitary Sewer Agreement
Appendix 5 - Cooperative
Sanitary Sewer Agreement
Appendix 5 - Cooperative
Sanitary Sewer Agreement
Appendix 5 - Cooperative
Sanitary Sewer Agreement
Appendix 5 - Cooperative
Sanitary Sewer Agreement
Appendix 5 - Cooperative
Sanitary Sewer Agreement
Appendix 5 - Cooperative
Sanitary Sewer Agreement
Appendix 5 - Cooperative
Sanitary Sewer Agreement
Appendix 5 - Cooperative
Sanitary Sewer Agreement
Appendix 5 - Cooperative
Sanitary Sewer Agreement
Appendix 5 - Cooperative
Sanitary Sewer Agreement
EXHIBIT B
GARDEN GROVE SANITARY DISTRICT AND CITY OF STANTON SHARED SANITARY SEWERS UNIT FLOW FACTORS AND PROPORTINATE FLOWS Land Uses
Low
DensityDensityDensitycial
Medium High Commer Indus
trial School
Open
Space
Unit Flow Factor dlac) 000 3 880 5 820 3 230 3 000 420 200 Garden Grove Boulevard Coast Street and Trask Avenue Sewer Flows and Cost Shauna Node flow
applied
GGSD
Manhole ID Land Use
Unit
Flow
Factor
gpd/ ac)
Area
Ac)
GGSD
Ave
Flow
gpd)
Ave Flow
cfs)
Area
Ac)
Stanton
Ave Flow
gpd)
Ave
Flow
cfs)
Total ave
Flow (gpd)
Total
ave
Flow
cfs)
Cumulative
Flow GGSD
cfs)
Cumulative
Flow
Stanton
cfs) GGSD Stanton
High Density (S12 S8) 5 820 6 34 920 0 054 1 5 820 0 009 956501 0 148 0 129 0 019 87% 13
Commercial( S11 S13 S7) 3230 9 29070 0045 2 6460 0010
Mixed Use S14 3 230 6 19 380 0 030
Subtotal 1 GGBLVD Fern to Sycamore 21 83 370 0 129 3 12, 280 0 019 2 includes 1 MHJ130005
Low Density(S3 S9 S10) 2000 45 900001 0 139 10 20 000 0 031 373 100 0 577 0 293 0 284 51% 1 49%
Medium Density(S2 S122) 3880 25 97000 0150
High Density ( S4) 5 820 6 34 920 0 054
Commercial (Si S5) 3 230 6 19 380 0 030
Mixed Use S15 3230 5 16150 0025
Subtotal 2 GGBLVD Sycamore to Coast 50 106 150 0 164 47 171 300 0 265 3 includes 2 IMHJ130006 I Commercial (S6) 10 32 300 0 050 405 400 0 627 0 293 0 334 47%
r
53%
7-3230
Subtotal 3 Coast GGBLVD to 309 3 south of GGBLVD 10 32 300 0 050 4 incudes 3 MHJ130007 Commercial S16 3 230 7 22 610 0 035 428 010 0 662 0 328 0 334 50% 50% Subtotal 4 Coast 309 3 south of GGBLVD to Larson 7 22 610 0 035 5 includes 4 1 1 High Density S17 5 820 19 110 580 0 171 538 590 0 833 0 499 0 334 60% 40% Subtotal 5 Coast Larson to Central 19 110 580 0 171 6 includes 5 1 ILow Density S18 2000 7 14 000 0 022
552 590 0 855 0 521 0 334 61% 39% Subtotal 6 Coast Central to Imperial 7 14 000 0 022 7 includes 6 1 1 Low Densit S19 2000 9 18 000 0 028
570 590 0 883 05491 0 334 62% 1 38% Subtotal 7 Coast Imperial to Bestel 9 18 000 0 028 8 includes 7 1 1 Low Density S20 2000 5 10 000 0 015
580 590 0 898 0 564 0 334 63% 37% Subtotal Coast Bestel to Trask 5 10 000 0 015 9 includes 8
Low Density ( S21 S22) 2 000 51 102 000 0 158
1 200 620 1 857 1 523 0 334 82% 18
High Density (S24 S25) 5 820 81 471 420 0 729
Commercial (S26) 3 230 2 6 460 0 010
School ( S23) 420 11 4620 0007
Mixed Use S27 3 230 11 35 530 0 055
Subtotal 9 Trask Coast to Beach 1561 6200301 09591
Total 274 984 740 1 523 60 215 880 0 334 1, 200 620 1 857 1 523 0 334 NOTE Sites in black represent GGSD Tributary Areas
Sites in red represent Stanton Tributary Areas