FAIRVALLEY
HIGH SCHOOL
GLADSTONE
HIGH SCHOOL
VALENCIA
ELEMENTARY
SCHOOL
CEDARGROVE
ELEMENTARY
SCHOOL
BEN LOMOND
ELEMENTARY
SCHOOL
CHARTER OAK
HIGH SCHOOL
CYPRESS
ELEMENTARY
SCHOOL
SONRISE
CHRISTIAN
NORTHVIEW ELEM SCHOOL
HIGH SCHOOL
SONRISE
CHRISTIAN
MIDDLE SCHOOL
COVINA
ELEMENTARY
SCHOOL
BADILLO
ELEMENTARY
SCHOOL
ROYAL OAK
INTERMEDIATE
SCHOOL
SIERRA VISTA
MIDDLE
SCHOOL
WESTERN
CHRISTIAN
SCHOOL
COVINA
HIGH
SCHOOL
GLEN OAK
ELEMENTARY
SCHOOL
LAS PALMAS
MIDDLE
SCHOOL
BARRANCA
ELEMENTARY
SCHOOL
SACRED
HEART
SCHOOL
KELBY
PARK
EDNA
PARK
COVINA
PARK
BARRANCA
PARK
HOLLENBECK
PARK
XALAPA
PARK
CYPRESS
BALL PARK
KAHLER
RUSSEL
PARK
COUGAR
PARK
CIVIC
CENTER
PARK
WALNUT CREEK
REGIONAL PARK
S CITRUS AV
E ROWLAND AV E ROWLAND AV
W CYPRESS ST
E PUENTE ST
WORKMAN ST
E COVINA BLVD
W BADILLO ST
W ROWLAND AV
N
G
R
A
N
D
AV
W BADILLO ST
SUNFLOWER AV
N
G
R
A
N
D
AV
E COVINA BLVD
E CYPRESS ST
E COVINA BLVD
E PUENTE ST
N
H
O
L
L
E
N
B
E
C
K
AV
E BADILLO ST
W PUENTE ST
E CIENEGA AV
N B
A
R
RA
N
C
A
AV
E ARROW HWY
E PUENTE ST E PUENTE ST
E CYPRESS ST
E BADILLO ST
N GLENDORA AV
E CIENEGA AV
N BARRANCA AV S BARRANCA AV
N
CIT
R
U
S
AV
N
CIT
R
U
S
AV
E PUENTE ST
E ARROW HWY
E CYPRESS ST
S
G
R
A
N
D
AV
W COVINA BLVD
E CYPRESS ST
S GLENDORA AV
E WORKMAN AV
N CITRUS AV
E BADILLO ST
E ARROW HWY
E BADILLO ST
N GLENDORA AV
S HOLLENBECK AV
N AZUSA AV
N GRAND AV S GRAND AV
E PUENTE ST
E ARROW HWY
E BADILLO ST
E ARROW HWY
W CYPRESS ST
W WORKMAN AV
E CIENEGA AV
N
H
O
L
L
E
N
B
E
C
K
AV
BONNIE COVE AV
W SAN BERNARDINO RD
E SAN BERNARDINO RD
E SAN BERNARDINO RD
N
B
A
R
R
A
N
C
A
AV
N
V
NI C
E
N
T
AV
N
L
A
R
K
E
L
L
E
N
AV
S
L
A
R
K
E
L
L
E
N
AV
W SAN BERNARDINO RD
N
A
Z
U
S
A
AV
W COVINA BLVD
CRAIGLEE
N DUNA DR
E PUENTE AV
N EILEEN ST
N CARVOL DR
GILA DR
N LYALL AV
N MUSE DR
WHITNEY CT
STEPHORA AV
E BENWOOD ST
E VIA VERDE ST
N RINARD AV
E TONI DR
STATE RTE 39
E
BEN WOOD ST
S CANDISH AV
E MARDINA ST
WINDSOR PL
AVON PL
N GRACE CT
E MOBECK ST
DE
GAM
A ST
E RADIANT CT
E WEATHER RD
VOGUE AV
S HEATHER LN
LUPIN LN
S DAWLEY AV
SUFFOLK PL
BENTLEY PL
AST
N EASTBURY AV
E BENWOOD ST
S ACACIA LN
S CAJON AV
E NUBIA ST
E VERNESS ST
E MARBURY ST
BRUNING AV
SOLANO PL
N PALO
MINO DR
S ASTELL AV
N ASTELL AV
E GRISWOLD RD
E NUBIA ST
N MEADOW RD
PSO MADRONAS
E BENBOW ST
E TUDOR ST
N LINTON DR
E SWANEE LN
HORSESHOE CIR
BURNABY DR
N OMALLEY AV
GRAMMONT PL
E CASAD AV
S HOLLY OAK PL
S PLATEAU DR
BARSTON PL
G
REYS TONE CT
N BURWOOD AV
W CASAD AV
NORMA CT
PSO SUENO
E STUART AV
S CHELSEA PL
G
REER
AV
CLL
FRANCHESC
A
E LAXFORD RD
N GLEN ARDEN AV
WOODCROFT ST
CABRILLO ST
E JAMES AV
S LA CUTA CIR
S GRETTA AV
E LAXFORD ST
N MADILL AV
E WEATHER RD
CLARADAY ST
SILVER BIT CT
BYGROVE ST
N MOCKINGBIRD LN
E MILLBURGH AV
PSO DELORES
ST MALO AV
N BARRANCA ST
E CARTER DR
S MONTE VERDE ST
FREDKIN DR
S MESITA PL
S JUNIPER ST
GLENDORA SQ
E EVERGREEN AV
N ASHERTON AV
GRANTLAND DR
S PIMA AV
CANDISH AV
S GRAND
AV
DEVANAH ST
S DONNA BETH AV
S ARTURO ST
S MES TI A
PL
RODILEE AV
DODSWORTH AV
FERRARI WAY
S DARWOOD AV
SA V IN
G TON
AV
DANEHURST AV
E BENBOW ST
S DONNA BETH AV
W EL DORADO ST
SH
O
USE AV
ALLMAN PL
WILLOW AV
W BENBOW ST
EVENTON ST
E BENBOW ST
S WILLOW AV
NEARGLEN AV
N PHI LLIPS
AV
SQUIRE DR
PSO ROBLES
E COVINA BLVD
E
B R OOKPORT ST
BROOKPORT ST
VENTON ST
S GAYBAR AV
TUDOR ST
GREENHAVEN ST
S BRADFORD DR
S BURTON RD
N GLENFINNAN
AV
E MARDINA ST
N ASPAN
AV
E NAVILLA PL
NEW C ASTLE LN
E RUDDOCK ST
E MARBURY ST
S
BURNABY DR
E CLOVERTON ST
LEVEL ST
N REEDER AV
B ST
PSO CAR MEL
GREENPARK AV
N LARK ELLENLN
E CASAD AV
DEODAR AV
N IVESCREST AV
S WALNUT CREEK PL
SAINT JA
MESCT
EMER
ALDAV
E JAMES AV
E ECKERMAN AV
E DANES DR
E PIONEER DR
E SWANEE LN
BISHOP LN
N LINDA TER DR
N MANGROVE AV
E THELBORN ST
HERITAGE PL
E ST
N BRIGHTVIEW DR
E MESQUITE LN
C ST
N BURNABY DR
D ST
E LARKWOOD ST
STEPHANIE DR
YORKSHIRE CT
W SWANEE LN
ALCROSS ST
E LOMA VISTA ST
E BROOKPORT ST
W THELBORN ST
W MARBURY ST
MILLBURGH RD
S JUN PI ER ST
WALNUT CREEK CT
N TRUJILLO DR
S
SNYDER PL
E NEWBURGH ST
N PHILLIPS
AV
E VERNESS ST
SFL E E T W
ELL
AV
GLEN ARDEN AV
E PIONEER DR
E THELBORN ST
PSO CIELO
S MONTEZUMA WAY
CASTLEVIEW AV
ESSEX RD
N ASTELL AV
N GRAND
AV
W TUDOR ST
SQUIRE DR
ARMADILLO DR
N
NEILST
E TUDOR ST
ENEWBURGH ST
GREER AV
N C
A
RVOL AV
MILLBURGH RD
F ST
E GREENHAVEN ST
E GROVERDALE ST
LIVERPOOL CT
E EASTLAND CTR DR
SHADYGLEN DR
N HYACINTH AV
S CITRUS AV
GREENHAVENST
PSO MARLENA
DEEPVIEW LN
S MANZANITA DR
GLEN ARDEN AV
ARROW HWY
N NEIL ST
N MYRTLEWOOD AV
MCGILL ST
S PROSPERO DRW WOODCROFT AV
N LEAF AV
N CAROLINE AV
E BENBOW ST
E SHAMWOOD ST
E LARKWOOD ST
N PHILLIPS AV
BENDER AV
N WESTRIDGE AV
N KINSELLA AV
LA BREDA AV
W LAXFORD ST
MILLBURGH AV
N MONTE VERDE DR
N DARFIELD AV
N HENTON AV
S CONCORD LN
E ECKERMAN AV
E CARLTON AV
CYPRESS WA Y
E BROOKPORT ST
E JAMES AV
BENTLEY CT
WOODCROFT ST
PSO LUCINDA
E NUBIA ST
E EXBURYPL
DEVANAH ST
COLUMBUS DR
BYGROVE ST
E THELBORN ST
N LINDA LOU AV
GRAGMONT ST
BRIDGER ST
PRESCOTT AV
E MARBURY ST
CALORA ST
E CHARLINDA ST
E CEDARBROOK ST
E GREENDALE ST
E JODEE DR
N
RO
XBUR
GH AV
AGGIE DR
G
REENBERRYAV
E GROVERDALE ST
ALCROSS ST
FLEETWOOD PL
W CARTER DR
HOLLENBECK AV
N GRAND AV
OAK KNOLL DR
N CRANLEY AV
E THELBORN ST
MANCHESTER RD
N
MA
RD NI A ST
S
TU
RNER
AV
N
B
RIA
RPATHAV
N HO
MEREST AV
TUDOR ST
E BENWOOD ST
BALLENTINE PL
CSALVADOS AV
LA
B
REDA
AV
E ACRIDGE DR
PEM
B ROKE RD
E CYPRESS ST
JENIFER AV
WOODCROFT AV
E WORKMAN AV
N GRAND AV
S MANZANITA DR
GOLDRUSH DR
S TREANOR AV
E DRYCREEK RD
E SUN SET HILL DR
N BURNA BY DR
GREENWICHRD
E HOLLY OAK DR
S H LI LWA RD
AV
E STUART AV
NEWCASTLE LN
FAIRWAY LN
JOY ST
S ASHDALE ST
S SERENADE AV
N LANGHA
M
AV
N EILEEN ST
BYGROVE ST
S GLENN ALAN AV
WOODCROFT ST
VERMONT AV
S TR
ONA
AV
W CARTER DR
LAKES DR
S GAYBAR AV
N ELSPETH WAY
STRAWBERRY
LN
N DUXFORD AV
S GRAND AV
S ASTELL
AV
E CHARLINDA ST
E COVINA HILLS RD
DALE RD
E SHAMWOOD ST
S GRETTA AV
WALNUT CREEK PKWY
N BI X BY
AV
CLL PAJAROS
PENNSYLVANIA AV
SADDLE RIDGE DR
LAKES DR
E RENSHAW ST
HAMPSHIRE CT
E SWANEE LN
N ROYCOV E
D
R
WASHINGTON AV
E MESA DR
COOLFIELD DR
E LOUISA AV
W ROWLAND AV
E PIONEER DR
E MOBECK ST
W PUENTE AV
S LA
SERENA DR
S MOCKINGBIRD LN
E ROWLAND AV
E MESITA AV
SURREY DR
E LAXFORD RD
E BENBOW ST
STATE RTE 39 N AZUSA
AV
LARKIN DR
N GARELOCH AV
E OLIN PL
E DANES DR
N EASTBURY AV
GARSDE
N
AV
S CHERRYWOOD ST
E NORMA AV
E EDNA PL
E ECKERMAN AV
N DONNA BETH AV
E NORMA AV
N WESTRIDGE AV
E SHAMWOOD ST
RANCHO
RIO
BONITA
RD
E RIO VERDE DR
N BAYMAR AV
E GROVERDALE ST
N FLE ETWELL AV
E DEXTER ST
MARTINGALE CT
E PLYMOUTH ST
E NUBIA ST
K INGSBRIDGE C T
S PRO SPER
O DR
N TREANO
R
AV
E IDAHOME ST
N FENIMORE AV
S FIRCROFT ST
N TRUJ LI LO DR
S BARRANCA AV
SANTA FE AV SOUTH
S HILLBO
RN AV
S MYRTLEWOOD ST
E RIMPATH DR
PSO SUSANA
NTHEODORA DR
E MOBECK ST
E CHARLINDA ST
E MOBECK ST
S FERNWOOD ST
N CARVOL AV
N GLENDORA AV
S LEAF AV
DEVANAH ST
E SPRINGCREEK RD
BRUNING AV
S TURNER
AV
S LEAF AV
E PUENTE ST
S HO
MEREST
AV
FORESTDALE AV
S DAWLEY AV
S A
ZUSA
AV
LETON AV
S
MEADO
W
RD
E LOUISA AV
N LEAF AV
RANGER DR
E BENWOOD ST
E BELLBROOK ST
S VANDERWELL AV
S BENDER
AV
N LYALL AV
E CYPRESS ST
S CAMPANA
FLORES
DR
E OAK KNOLL DR
PLYMOUTH ST
N RIMHURST
AV
E COVINA HILLS RD
E GARVEY AV N
S ROBIN RD
E SUNSET HILL DR
E CLOVERMEAD ST
E COVINA BLVD
E NEWBURGH ST
S
M
Y
RTLEW
O
OD ST
BROOKPORT ST
E BELLBROOK ST
E HURST ST
ARROWAY AV
GLEN ARDEN AV
S FERNWOOD ST
N RANCHO EL ENCINO DR
SPROSPERO DR
W COVINA BLVD
LEAF AV
E ECKERMAN AV
CLL MIRADERO
E CHARLINDA ST
NTOLAND
AV
ASPAN AV
E MARDINA ST
N BANEWELL AV
S
DANCO
VE DR
E IDAHOME ST
E ROWLAND ST
N GREENBERRY AV
E CHADMONTST
E DALEWOOD ST
E MARDINA ST
S CHERRYW
O
OD ST
N SUNFLOWER AV
W WORKMAN AV
E LARKWOOD ST S MEADOW RD
N MIDSITE AV
W BADILLO ST
E BADILLO ST
E CYPRESS STN GLENFINNAN AV
E NEWBURGH ST
GREER AV
E LAXFORD RD
W GREENDALE ST
E LARKWOOD ST
E LARKWOOD ST
ROXBURGH AV
E SHAMWOOD ST
N HEATHDALE AV
GROVERDALE ST
S ASHDALE ST
E BENWOOD ST
N WOODHURST DR
E DANIELS AV
N VOGUE AV
S BAYMAR ST
E LARKWOOD ST
E EASTLAND CTR DR
N FAIRWAY LN
E SUNSET HILL DR
E GARVEY AV N
W BONITA AV
NEARGLEN AV
N ASHERTON AV
CARDIF FRD
E GRAGMONT ST
N BRIGHTVIEW DR
N CITRUS AV
ROX BUR
GH AV S ASTELL AV
S FIRCROFT ST
S INMAN RD
N CARVOL AV
B RANDYWINE CT
S GARDENGLEN ST
N GRAND AV
N DE LAY AV
N CONWELL AV
N M
APLEW
O
OD AV
W LAXFORD ST WOODCROFT ST S MONTEZUMA WAY
N
BANNA
AV
E STEPHANIE DR
E NEWBURGH ST
E ARROW HWY
E MARDINA ST
LY
M
AN AV
N FIRCROFT AV
N MANGROVE AV
N OSBORN AV
PLAZA DR
W WORKMAN AV
BENDER AV
E LARKWOOD ST
E EDNA PL
S SHASTA ST
N OSBORN AV
E WALNUT CREEK PKWY
N LYALL AV
MORADA
AV
S LARK ELLEN AV
E GREENHAVEN ST
BROKEN BIT DR
S
PIM
A
AV
N V ECINO DR
S FERNWOOD ST
E TUDOR ST
E BENBOW ST
E CALORA ST
W CYPRESS ST
TERRY WAY
MIRIAM DR
S BARRANCA ST
E CYPRESS ST
E MESA DR
E HOLT AV
E NUBIA ST
E LAXFORD RD
SCARBOROUGH LN
N DE LAY AV
E BENBOW ST
N BUTTERFIELD
RD
N
RANCHO
LA CARLOTA RD
NEWBURGH ST
BUR W O OD AV
LARKIN DR
E LOUISA AV
E EL DORADO ST
CLL F RANCESCA
ASPAN AV
E ARROW HWY
E SUNSET HILL DR
HILLHAVEN DR
S BANDY AV
E TUDOR ST
S HILLWARD AV
W NEWBURGH ST
HEATHDALE AV
N CLYDEBANK
AV
E TEMPLE WAY
S HOLLENBECK ST
E BENWOOD ST
CALORA ST
E BENBOW ST
N SUNFLOWER AV
N GARVEY AV
E BROOKPORT ST
WOODCROFT ST
E GARVEY AV N
AVE COLINA
RANCHO LAFLORESTA R D
W CARTER DR
NSUNFL O W E
R
AV
N MARTINGAIL DR
WELLINGTON RD
E LAXFORD RD
N SAN JOAQUIN RD
KINGSIDE DR
QUEENSIDE DR
N FAIRVALLEY AV
STONEHENGE DR
CALORA ST
EWHITEBIRCH DR
CONEY
AV
E CIENEGA AV
W COVINA BLVD
STEPHANIE DR
E RANCHO SAN JOSE DR
E THELBORN ST
E MARBURY ST
E VERNESS ST
N BONNIE COVE AV
E ROWLAND AV
E RAMBLING RD
N LARK ELLEN AV
E COVINA BLVD
E EDNA PL
CONEY AV
TUDOR ST
E ELGENIA ST
CLL CIERVOS
HOMEREST AV
E GROVECENTER ST
N PALOMINO DR
E RIO VERDE DR
E CLOVERLAND DR
N
C
HAPM
AN ST
N
SAINT M
ALO
AV
CLARADAY ST
S CHARVERS
AV
GAINSBOROUGH RD
N CERRITOS AV
N HOMEREST AV
E LARKWOOD ST
E NORMA AV
E GOLDEN BOUGHDR
PALOMINO DR
E EVERGREEN AV
E BADILLO ST
N TOLAND AV
N LARK ELLEN AV
N VINCENT AV
E VANDERHOOF DR
MASLINE ST
E SHAMWOOD ST
E HOLLY OAK DR
S BARRANCA ST
E MARDINA ST
S
VINCENT
AV
N LARK ELLEN AV
RANCHO DEL MONICO RD
E NEWBURGH ST
W JUANITA AV
E WALNUT CREEK PKWY
N HOLLENBECK AV
W COVINA BLVD
PLYMOUTH ST
EDINBURGH RD
E GARVEY AV S
E CLARADAY ST
E RANCHO LOS CERRITOS RD
E BELLBROOK ST
N LARK ELLEN AV
E WALNUT CREEK PKWY
S GRAND AV
E EASTLAND CTR DR
E STUART AV
E WALNUT CREEK PKWY
N BARRANCA AV
CLL CRISTINA
E BADILLO ST
E CIENEGA AV
E GARVEY AV S
AVENIDA MONTE VIS
W BADILLO ST
E COVINA BLVD
E ARROW HWY
E CORTEZ ST
E SERVICE AV
N
GRAND
AV
E IDAHOME ST
N AZUSA AV STATE RTE 39
MESARICA RD
E MESARICA RD
E CIENEGA AV
S VALLEY CENTER AV
E ROWLAND AV
VINCENT AV
AVENIDA LOMA VIS
E GARVEY AV S
S CITRUS ST
E HOLT AV
S VALLEY CENTER AV
N VINCENT AV
E LORENCITA DR
BONNIE COVE AV
E VIRGINIA AV
E CYPRESS ST
E GARVEY AV N
E GARVEY AV S
E VIA VERDE ST
E PUENTE AV
E WORKMAN AV
E COVINA HILLS RD
S BUENOS AIRES DR
S LARK ELLEN AV
E ARROW HWY
E JUANITA AV
E CORTEZ ST
SAN BERNARDINO FWY
I- 10
SAN BERNARDINO FWY I- 10
VALLEY CENTER
WOODCRAFT AV
N CALERA AV
RANGER DR
W ELGENIA AV
PSO DE LA PAZ
CARLISLE CT
ROXBURGH AV
N HOMEREST AV
FLETCHER PARK WAY
CEDARGLEN DR
CASTLEBURY CT
E BELLBROOK ST E BELLBROOK ST N FAIRVALE AV
PASEO VALLE VIS
STAGECOACH CIR
LAXFORD RD
BUCKBOARD CIR
E CASAD AV
N HEATHDALE AV
N BANEWELL AV
N ARMEL DR
S MANNINGTON PL
E CARLTON AV
E WOODCROFT AV
E BENBOW ST
WESTRIDGE AV
RANCHO SANTORO DR
GREENHAVEN ST
BOXELDER LN
E SECTION CENTER ST
KELBY ST
S GLENN ALAN AV
E NORMA AV
E WALNUT CREEK PKWY
E GROVECENTER ST
MAGELLAN ST
W GROVECENTER ST
E GARVEY AV N
W LAXFORDST
VOGUE AV
E ECKERMAN AV
HYACINTH AV
E LAXFORD RD
S WINSTON AV
CASTLEVIEW AV
BLACK STALLION DR
N FARBER AV
NEARGLEN AV
BLAC KROC
K CT
N ALDENVILLE AV
E ROSEMARY DR
JENIFER AV
W LOUISA AV
SHERWOOD
CT
DARWOOD AV
BRAMHALL AV
E IDAHOME ST
N STEPHORA AV
N CASTLEVIEW
AV
KNOLLCREST DR
N KIDDER AV
N GLENVINA AV
N RIMHURST AV
S TERRI ANN DR
CALMGROVE AV
N SAINT MALO AV
S MAGNOLIA
A V N EDENFIELD AV
S VECINO
AV
E CLOVERMEAD ST
E ASHWOOD ST
MIDDLETON R D
N
ROXBURGH
AV
N MAPLEWOOD AV
W CYPRESS ST
S BUTTERFIELD RD
N CONWELL AV
N ASTELL AV
S RIMHURST AV
N PHILLIPS AV
N CALVADOS AV
N RANGER DR
DARFIELD AV
S BANNA AV
S CALMGROVE AV
S DANEHURST AV
S GLENCROFT RD
FORD WAY
E PLYMOUTH CT
GLENVIEW LN
S TREANOR AV
NOTTINGHAM LN
N OAK TWIG LN
N LYMAN AV
RANCHO DEL MONICO RD
BUCKBOARD PL
S ALMIRANTE DR
BALBOA ST
E QUEENSIDE DR
EDENFIELD AV
N DE LAY AV
N VARNELL AV
N CLYDEBANK AV
HOLT AV
LYM
AN AV
DARF EI LD AV
E GARVEY AV N
HER TI AGE WY
COOLFIELD DR
HOWARD AV
REEDER
AV
GARSDEN AV
CHARTER DR
TUDOR ST
N C
ONWELL AV
E THELBORN ST
LA BREDA AV
MEYER
LN
WANAMAKER DR
COVINA
HILLS
RD
E RUDDOCK ST
E NUBIA ST
E PALM
DR
N REEDER AV
E ADAMS PARK DR
E WINGATE ST
WANAMAKER DR
N ALBERTSON AV
HOMEREST AV
W GLENTANA ST N FOURTH AV
S
VECINO
DR
E NAVILLA PL
N R MI SDALE AV
RENSHAW ST
W DEXTER ST
E VENTON ST
E STEPHANIE DR
W GRONDAHL ST
E EDGEC OMB
ST
N FEN MI ORE AV
IVESCREST AV
FREDKIN DR
W EDNA PL
E BROOKPORT ST
GREER AV
WALNUT CREEK RD
CURTIS AV
LEVEL ST
RANCHO CULEBRA DR
E
BENBOW
ST
CABERNET DR
HOMEREST AV
E ADAMS PARK DR
W REDWOOD CT
W ARBOR CT
VEC NI ODR
SCHOOL ST
W NUBIA ST
VALENCIA PL
GRONDAHL ST
N F RI CROFT AV
CUM
MINGS RD
NUBIA ST
W EDNA PL
N ELSPETH WY
CHAPARRO RD
IRIS AV
S
HYACINTH
AV
SWANEE LN
PUMMELO PLZ
E TUDOR ST
E BENWOOD ST
E BENBOW ST
E BENWOOD ST
CASAD ST
IVESCREST
AV
N TH RI D AV
O
RANGE
CIR
FARLAND
ST
COVINA HILLS RD
LARKIN DR
LANGHAM
AV
HENTO
N
AV
MANGROVE
AV
ALCROSS ST
N VOGUE AV
E ALISAL ST
E EDGECOMB ST
M
ONTE V SI TA
AV
TRAYMORE
AV
STARCREST DR
HEPNER
AV
RIMHURST AV
E NAVILLA PL
S F RI ST AV
FARLAND ST
S DE LAY AV
N
DODSWORTH
AV
PADUA DR
N FIRCROFT AV
RETFORD ST
COLLEGE
WY
FARLAND ST
RETFO RD
KNOL L
GREER
AV
TERRADO PZ
E CENTER ST
ROSSELLEN
PL
RIMHURST AV
E RUDDOCK ST
W GROVERDALE ST
N GRANDV EI W
AV
VI ESCREST AV
N PROSPERO DR
SHADY
G LEN DR
N DODSW
ORTH AV
CALERA
AV
GROVECENTER ST
W BENWOOD ST
CASAD
ST
WANAMAKER DR
RIMHURST AV
MANGROVE
AV
OAK CANYON RD
E NAVILLA PL
E PALM
DR
N ALDENVILLE AV
BOBBIE ST
W TUDOR ST
TUDOR ST
CURT SI
AV
HALLER ST
KINSELLA
AV
CALVIN ST
N FOURTH AV
DARFIELD AV
SACHS
PL
W QUEENSIDE DR
E BROOKPORT
ST
FAIRVALE AV
TUDOR
ST
E ALISAL ST
N GRANDV EI W
AV
N
WILSON
AV
N BENDER AV
E EDNA PL
N
EASTBURY AV
ENID AV
E
BENBOW
ST
W FRONT ST
RANCHO
SINALOA
DR
LARKIN DR
E BENBOW ST
BROOKPORT ST
E DEXTER ST
E EDNA PL
E ITALIA
ST
CO
M
MERC AI L
AV
VALENCIA PL
N SECOND AV
POLLARD LN
ORANGE BLOSSOM LN
DARFIELD
AV
E PALM DR
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W
BENWOOD
ST
E WINGATE ST
N DE LAY AV
S ARMEL DR
E FRONT ST
E ALGROVE ST
N RIMSDALE AV
E
EDGECOMB
ST
N
RIMSDALE
AV
N VECINO DR
E DEXTER
ST
E KELBY ST
KIDDER AV
E GREENHAVEN ST
CHARTER DR
N FA RI VALLEY AV
SACHS PL
BROOKPORT
ST
E DEXTER ST
E HURST ST
NEARGLEN AV
BROOKPORT ST
SWANEE LN
KEMP PL
BICKLEY DR
WATERBURY
AV
LEVEL ST
E CASAD AV
S FIFTH AV
SWANEE LN
N PROSPERO DR
W ADAMS
PARK DR
W PALM DR
W KENOAK DR
ALCROSS ST
E GROVERDALE ST
E GREENHAVEN ST
VERNESS ST
E NAVILLA PL
MC GILL ST
S
FORESTDALE
AV
VECINO DR
NEWTON ST
LOWELL ST
VILLAGE OAKS DR
E ALGROVE ST
FORESTDALE AV
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MASLINE ST
MARBURY ST
RANCHO
VISTA DR
N FORESTDALE
AV
PARK AV
N BRIGHTVIEW DR
E HURST ST
N DE LAY AV
E SHAMWOOD ST
GROVERDALE ST
BRIARGATE LN
GREENHAVEN ST
RUE ROYALE
GREENHAVEN ST
STEPHANIE DR
GREENPARK AV
GROVERDALE ST
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CALORA ST
CEDAR DR
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W KENOAK DR
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W PALM DR
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LEVEL ST
NAVILLA PL
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RD
S REEDER AV
STARCREST DR
S EDENFIELD AV
PALMETTO AV
N VECINO DR
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AV
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RA
F
NCHO EL
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LA SERENA DR
S
REEDER
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MIDSITE AV
GLENFINNAN AV
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N CALVADOS AV
E ADAMS PARK DR
BYGROVE ST
GRAGMONT ST
W BENBOW ST
E EDGECOMB ST
ALCROSS ST
RANCHO TUJUNGA DR
LINDA
TER
S FEN MI ORE AV
E BROOKPORT ST
E BELLBROOK ST
EDENF EI LD AV N EDENF EI LD AV
EREMLAND DR
LEVEL ST
CHARTER DR
RANCHO LA MERCED DR
E COLLEGE ST
KIDD
ER
AV
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W CENTER ST
W COLLEGE ST
TRAIN TRACKS
W COTTAGE DR
DA
RFIELD AV
E CHESTER RD
LANGHAM AV
W EDNA PL
E ALISAL ST
E NAVILLA PL
W GENEVA PL
E THELBORN ST
E EDGECOMB ST
RANCHO LINDO DR
E GROVERDALE ST
W FRONT ST
S W LI SON AV
WILBUR AV
N NEARGLEN AV
GLENTANA ST
RANCHO
ALEG
RE DR
N DANEHURST AV
COVINA HILLS RD
MEADOW WOOD DR
CALVAD
OS AV
KNOLLCREST DR
E
EDGECOMB ST
FAIRVALLEY AV
BARSTON AV
N HEATHDALE AV
N ARMEL DR
CEDAR DR
EREMLAND DR
E BENBOW ST
MARILYN WY
STEWART DR
N HOUSER DR
S FIRCROFT AV
LYMAN AV
S ALDENVILLE AV
N FIFTH AV
N ELSPETH WY
N DODSW
ORTH AV
S ALBERTSON AV
PARK
VIEW DR
N DODSW
ORTH AV
REED ST
DARFIELD AV
BENDER AV
E GROVECENTER ST
W GRONDAHL ST
E ALGROVE ST
GOLDEN GROVE WY
N C
ALMGROVE AV
N WESTRIDGE AV
E SH O P PERS LN
N SHADYGLEN DR
CAMELLIA DR
STEPHORA AV
N EDENFIELD AV
N ARMEL DR
N CALVADOS AV
RANCHO GRANDE DR
N HEATHDALE AV
W GRISWOLD RD
W CHESTER RD
LARKIN DR
N FIFTH AV
N FENIMORE AV
O
M
ALLEY AV
ORLANDO WY
S A
R
MEL DR S ARMEL DR
EASTBURY AV
S HEATHDALE AV
S ALDENVILLE
AV
N PROSPERO DR
STARCREST DR
ORANGEWOOD DR
VIA
VERDE
CORRIDA DR
W INDUSTRIAL PARK ST
S F RI ST AV
RANCHCREEK RD
DE EP VIEW LN
S SECOND AV
N T
RAYM
ORE AV
N SAN JOSE AV
S THIRD AV
N BANNA
AV
FARBER AV
N PARK AV
SHOUSE AV
STEPHORA AV
JENIFER
AV
RANCHO
LOS
NOGALES RD
S HEATH
DALE AV
OAK TREE DR
E EDNA PL
N HEATHDALE AV
N ARMEL DR
E COLVER PL
KINGSIDE DR
N TH RI D AV
N WATERBURY
AV
S ASHTON DR
STARGLEN DR
RANCHO SIMI DR
FOREST HILLS DR
N F RI ST AVLINDA
TER
N ELSPETH
WY
GRONDAHL ST
N VICEROY
AV
GREER AV
N FENIMORE
AV
MANGROVE AV
N BENDER AV
E PALM DR
S SECOND AV
REEDER AV
N CALVADOS AV
N DE LAY AV
OAK PARK RD
N EDENF EI LD AV
CALERA AV
LYMAN AV
N CALMGROVE AV
GRAMMONT AV
N ARMEL DR
N ALBERTSON
AV
DOVER RD
N
V CI ERO
Y
AV
KENDALL W
Y
DAWN RIDGE WY
JALAPA DR
JALAPA DR
N
CUTTER WY
MIDS TI E AV
VICEROY AV
DAMATO DR
N CEDAR DR
N FOURTH AV
N EASTBURY AV
W GREENHAVEN ST
S HOUSER DR
S ALBERTSON AV
ARROW GRAND CIR
N RIMSDALE AV
N RIMSDALE AV
MIDSITE AV
N CONWELL AV
DE LAY AV
E NAVILLA PL
ARROWAY AV
FIRCROFT AV
N ALBERTSON AV
DE LAY AV
E CALORA ST
E BRIDGER ST
CHANDLER
DR
E IDAHOME ST
MILLSWEET
CT
STAR
RUBY DR
E LOMA VISTA ST
E CENTER COURT DR
TANGELO PL
BARSTON AV
STEPH
ORA
AV
ZINFANDEL
DR
W
CLOVERMEAD
ST
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AV
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RANGER DR
BELLBROOK ST
MERLOT DR
W BRIDGER ST
CALERA AV
N FIRST AV
GRANDV EI W
AV
GARSDEN AV
VINTAGE
WALK
CITRON LN
BRIARGATE
LN
DANEHURST AV
STARGLEN
DR
E ALGROVE ST
LEAF
AV
MANDARIN LN
CHARDONNAY DR
EVA
D EDWARDS
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ST
O
AK
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CT
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DR
HEFFNER
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AV
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E ADAMS PARK DR
N FIRST AV
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GRAGMONT
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M DI HURST DR
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DR
N TRAYM
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E COLLEGE ST
FORESTDALE AV
TUDOR ST
DEVANAH
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WFRONTST
V RI G NI AI AV
O
M
ALLEY
AV
E GROVERDALE ST
HALLER ST
CLEMENTINE CT
GREENDALE
ST
HENTON
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GREENPA
RK AV
E KENOAK
DR
E BROOKPORT ST
W ADAMS PARK DR
HAMPTON
CT
STARGLEN
DR
PERSHINGCT
E PALM DR
GLENO
AK
AV
BARSTON
AV
RETFORD ST
N CALVADOS AV
OAK
CANYON RD
E TUDOR ST HOWARD AV
S BRIGHTVIEW
DR
S ALDENVILLE
AV
S ALBERTSON
AV
E GROVECENTER
ST
S CALVADOS AV
E ITALIA ST
E DEXTER ST
HEFFNER
HILL RD
N NEARGLEN
AV
N GRANDVIEW
AV
PROSPERO DR
N SECOND AV
N
RIMSDALE
AV
GRONDAHL ST
SAN JO
A
QU NI RD
HEFFNER HILL RD
EVER
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W THELBORN
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WANNAMAKER
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WANNAMAKER DR
JANALINDA
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S
HOMEREST
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S EILEEN AV
S SAN JOSE AV
E ALGROVE ST
OAKBANK AV
W RAMONA ST
SAN ANTONIO DR
E CENTER ST
GARSDEN AV
FARLAND ST
E COLVER PL
B
ANNA
AV
KIN
SELLA
AV
E BROOKPORT ST
GARSDEN AV
E FRONT ST
N HOUSER DR
S SECOND AV
S F RI ST AV
STEPHORA
AV
E WINGATE ST
E B E L L B R O O K S T
N W E S T R ID G E AV
S FOURTH AV
E GROVECENTER ST
E FRONT ST
E WORKMAN LN
PEACHTREE LN
N
CEDAR
DR
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§¨¦10
A-1 A-2
C-2 C-2
C-2
C-2
C-2
C-2 C-2 C-2
C-2
C-2
C-2
C-2
C-2
C-3
C-3
C-3A
C-3A C-3A
C-3A C-3A
C-3A
C-3A
C-3A C-3A
C-3A
C-3A
C-3A
C-3A
C-3A
C-3A
C-3A
C-3A C-3A
C-3A
C-4
C-4 C-4
C-4
C-4
C-4
C-4
C-4
C-4
C-4
C-4
C-4
C-4
C-4 C-4
C-4
C-4 C-4
C-4
C-4
C-4 C-4
C-4
C-4 C-4
C-4
C-4
C-5
C-5
C-5
C-P C-P
C-P
C-P
C-P
C-P C-P C-P
C-P C-P C-P
C-P
C-P
C-P
C-P
C-P C-P
C-P C-P C-P C-P C-P
C-P
C-P
C-P
C-P
C-P
C-P
C-P
C-P
C-P
C-P
C-P
E-1
E-1
E-1
E-1/2
E-1/2
E-1/2
E-2 1/2
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M-1 M-1
M-1 M-1
M-1
M-1
M-1
M-1
M-1
M-1
M-1
M-1
M-1
M-1
PCD/C-3A
PCD/C-3A
PCD/C-3A
PCD/C-3A
PCD/C-3A
PCD/C-4
PCD/C-4
PCD/C-P
PCD/C-P
PCD/C-P
PCD/M-1
PCD/RD
PCD/RD-2000
PCD/RD-3000
PCD/RD-3000
PCD/RD-3000
PCD/RD-3500
PCD/RD-4000
PCD/RD-4000
PCD/RD-8500
R-1-10,000
R-1-10,000
R-1-10,000
R-1-10,000
R-1-10,000
R-1-10,000
R-1-10,000
R-1-10,000
R-1-10,000
R-1-20,000
R-1-7500
R-1-7500
R-1-7500
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R-1-7500
R-1-7500 R-1-7500
R-1-7500
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R-1-7500
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R-1-7500 R-1-7500
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R-1-7500 R-1-7500
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R-1-7500
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R-1-7500 R-1-7500 R-1-7500 R-1-7500
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R-1-7500
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R-1-7500
R-1-7500
R-1-7500
R-1-7500
R-1-7500
R-1-7500
R-1-7500
R-1-7500
R-1-7500
R-1-7500
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R-1-8500
R-1-8500
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R-1-8500 R-1-8500
R-1-8500
R-TP
R-TP
RD-1250
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RD-1250 RD-1250
RD-1250 RD-1250
RD-1250 RD-1250
RD-1250 RD-1250 RD-1250
RD-1250 RD-1250 RD-1250
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RD-1500
RD-1500
RD-1500
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RD-1500
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RD-2950
RD-3000
RD-3000
RD-3000
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TC-C
TC-P
TCSP-1 TCSP-1
TCSP-1
TCSP-1 TCSP-2
TCSP-2 TCSP-3
TCSP-3
TCSP-4
TCSP-4 TCSP-4 TCSP-4
TCSP-4 TCSP-4
TCSP-4
TCSP-4
TCSP-4
TCSP-4
TCSP-4
TCSP-4
TCSP-4
TCSP-5
TCSP-5
TCSP-5 TCSP-5
TCSP-5
A
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B
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C
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D
D
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5 5
4 4
3 3
2 2
1 1
0 0.125 0.25 0.5 0.75 1
Miles
®
3/2/15
GEOGRAPHIC INFORMATION SYSTEMS (GIS)
TOWN CENTER SPECIFIC PLAN
TCSP-1 Health Services
TCSP-2 Residential
TCSP-3 Institutional Uses
TCSP-4 Mixed-Use
TCSP-5 Retail and Service Core
TCSP-6 Parks and Open Space
TCSP-5/PK
City of Covina
ZONING
AGRICULTURAL AND RESIDENTIAL ZONES
A-2 Single Family - two acre minimum
A-1 Single Family - one acre minimum
ESTATE ZONES
E-1/2 Single Family - 1/2 acre minimum
E-2 1/2 Single Family - 2-1/2 acre minimum
E-1 Single Family - one acre minimum
INDUSTRIAL ZONES
M-1 Light Manufacturing
TOWN CENTER ZONES
TC-C Commercial
TC-P Medical and Professional Office
OVERLAY ZONES
S Outdoor Advertising
PCD Planned Community Development
City Boundary
Town Center Specific Plan Boundary
Plan Area Boundary
SINGLE FAMILY RESIDENTIAL ZONES
R-1 (PCD) Planned Community Development
R-1-20,000 20,000 sq. ft. minimum lot size
R-1-10,000 10,000 sq. ft. minimum lot size
R-1-8500 8,500 sq. ft. minimum lot size
R-1-7500 7,500 sq. ft. minimum lot size
Required lot area per dwelling unit
show as a numerical suffix
OTHER ZONES
R-TP Trailers and Mobile Home Parks
R-R Residential Recreation
C-R Commercial Recreation
COMMERCIAL ZONES
C-P Administrative and Professional Office
C-1 Neighborhood Stores
C-2 Neighborhood Shopping Center
C-3 Central Business
C-3A Commercial Zone
(Regional or Community Shopping Center)
C-4 Commercial Zone (Highway)
C-5 Specified Highway
MULTIPLE FAMILY ZONE
RD
EXHIBIT 2 Page 259 of 1383
2 - 6 VISION, FRAMEWORK, AND STRATEGIES
TOWN CENTER DISTRICTS Figure 2-1
EXHIBIT 3
COMMON DESIGN CRITERIA FOR NEW SEWER LINES D 15" dD=0.64* dD=0.85 dD=1.00 dD=0.50 SAFE LOADING CAPACITY FOR EXISTING SEWER LINES AREA NEEDED FOR VENTILATION AND FOR EMERGENCY CAPACITY (I&I) AREA OF HYDRAULIC INSTABILITY III III IV d = DEPTH OF FLOW D = DIAMETER OF PIPE * dD = 0.75, FOR D 15" >_ <_ CITY OF COVINA SEWER MASTER PLAN EXISTING SEWER PIPE CAPACITY CONDITIONS EXHIBIT 4 Page 261 of 1383 COMMON DESIGN CRITERIA FOR NEW SEWER LINES D 15" dD=0.75, D 15" dD=0.85 dD=1.00 dD=0.50 SAFE LOADING CAPACITY FOR NEW SEWER LINES AREA NEEDED FOR VENTILATION AND FOR EMERGENCY CAPACITY (I&I) AREA OF HYDRAULIC INSTABILITY III III IV d = DEPTH OF FLOW D = DIAMETER OF PIPE <_ > CITY OF COVINA SEWER MASTER PLAN PROPOSED SEWER PIPE CAPACITY CONDITIONS EXHIBIT 5 Page 262 of 1383
CITY OF COVINA
SEWER SYSTEM MASTER PLAN UPDATE
APPENDIX C
Submitted to
City of Covina
125 East College Street
Covina, California 91723-2199
Submitted by
Willdan Engineering
13191 Crossroads Pkwy No., Suite 405
Industry, California 91746
(562) 908-6200
FINAL SUBMITTAL
August 2020
Unincorporated
Unincorporated
Unincorporated
Unincorporated
Unincorporated
Baranca Ave
N 1st Ave
N Park Ave
E Wanamak er Dr
N Citrus Ave
Merlot Dr
E Puente St
E Front St
E Cypress St
N 2nd Ave
S Hol el nbeck Ave N Hol el nbeck Ave
S 2nd Ave
Valenc ai Pl
Grand Ave
E Cypress St
W San Bernardino Rd
E San Bernardino Rd
E Adams Park Dr
E Ruddock St
Southern Pacific RR
S Baranca Ave
W Edna Pl
E Badillo St
E Edna Pl
S 1st Ave
S De Lay Ave
N Lark ni Dr
N Ca vl ados Ave
1st Ave
S San Jose Ave
E Hurst St
W Puente Ave
San Jose Ave
N Grandview Ave
S 3rd Ave
Baranca Ave
N Fircroft Ave
E Hurst St
S Citrus Ave
S Hepner
Ave
N 3rd Ave
Curtis Ave
W Zinfandel Dr
E Clovermead St
S Vecino Dr
N Baranca Ave
W Dexter St
Virg ni ai Ave
E Edna Pl
N Grandview Ave
Oak Tree Ct
N 1st Ave
Bridger St
W Badillo St
Vintage Walk
Pershing Ct
N Rinard Ave
N Prospero Dr
N Shadyglen Dr
W Puente St
N Hollenbeck Ave
S 5th Ave
N Cabernet Dr
E Algrove St
E School St
Palland Ln
N Chardonnay Dr
Oak bank Ave
N 4th Ave S 4th Ave
N Grand Ave
Monte Vista Ave
College Wy
E Alisal St
E Griswold Rd
E Center St
Traymore Ave
W Front St
Kelby St
W Badillo St
E Edna Pl
Larkin Ave
Lark ni Dr
E Benbow St
Starcrest Dr
N Prospero Dr
N Citrus Ave
N Cedar Dr
W Adams Park Dr
Commercial Ave
E Italia St
E Kenoak Dr
Linda Ter
W Cypress St
N Barranca Ave
N Grand Ave
W Hampton Ct
E College St
N Curtis Ave
E Dexter St
W Pershing Ct
E Kelby St
E Wingate St
E Edgecomb St
Howard Ave
W Arbor Ct
S Brightview Dr
N Glenvina Ave
S Forestda el Ave
N Brightview Dr
S A dl envil el Ave
S Grand Ave
Park Ave
E Dexter St
Rue Royale St
N Brightview Dr
E Grovecenter St
S Cedar Dr
N ForestdaleAve
S Albertson Ave
Hepner Ave
E Hurst St
N Vecino Dr
W Kenoak Dr
E Grovecenter St
E Algrove St
E Badillo St
W Palm Dr
N De Lay Ave
N Linda Ter
E Benbow St
E Italia St
E Dexter St
N De Lay Ave
W Center St
W College St
E Chester Rd
E Alisal St
W Cottage Dr
W Orange St
W Geneva Pl
E Badillo St
S Grandview Ave
S Kendall Wy
Reed St
N Viceroy Ave
N Edenf ei ld Ave
N Citrus
N Cedar Dr
N 4th Ave
N G el nfinnan Ave
N Fen mi ore Ave
N 5th Ave
0.427
0.183
0.054
0.039
0.141
0.048
0.104
0.197
0.318
0.110
0.630
0.052
0.327
0.039
0.179
0.582
0.618
0.265
0.146
0.093
0.094
0.605
0.287
0.087
0.080
0.066 0.058
0.214
0.672
0.317
0.413
0.081
0.307
0.497
0.158
0.234
0.095
0.069
0.296
0.539
0.211
0.113
0.073
0.167
0.508
0.519
0.477
0.520
0.073
0.366
0.396
0.351
0.276
0.082
0.171
0.641
0.122
0.124
0.426 0.170
0.501
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0.340 0.092
0.035
0.369
0.101
0.078
0.635
0.091
0.066
0.274
0.288
0.044
0.479
0.383
0.434
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0.088
0.383
0.143
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0.212
0.791
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0.066
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0.404
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0.189
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0.103
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0.256
0.078
0.268
0.062
0.246
0.108 0.067
0.188
0.092
0.300
0.127
0.105
0.110 0.106
0.119
0.246
0.214
0.118
0.064
0.143
0.123
0.238
0.076
0.312
0.052
0.295
0.391
0.110
0.408
0.052
0.193
0.051
0.536
0.289
0.370
0.322
0.078
0.057
0.159 0.049
0.632
0.224
0.096 0.068
0.434
0.201
0.563 0.621
0.384
0.076
0.191
0.088
0.100
0.529
0.132
0.597
0.074
0.053
0.499
0.081
0.075
0.066
0.526
0.261 0.200
0.122
0.087
0.343
0.139
0.144
0.225
0.262
0.551
0.178
0.653 0.144
0.393
0.158
0.196
0.385
0.094
0.220
0.143
0.364 0.378
0.125 0.085
0.068
0.528
0.291
0.187
0.144
0.573
0.196
0.100
0.382
0.224
0.107
0.118
0.117
0.317
0.145
0.044
0.145
0.317
0.514
0.313
0.182
0.196
0.283
0.095
0.216
0.308
0.639
0.236
0.507
0.165
0.097
0.503
0.374
0.091
0.228
0.232
0.362
0.139
0.474
0.177
0.226
0.139
0.587
0.208
0.131
0.344
0.438
0.295
0.061
0.299
0.093
0.088
0.094
0.079 0.119
0.069
0.046 0.358
0.259
CITY OF COVINA
SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 1
LEGEND
Manhole
System Outlet
d/D < 0.50
0.50 < d/D < 0.64
0.64 < d/D < 0.85
0.85 < d/D
LACSD Sewer Main
CovinaCityBoundary
Unincorporated
Unincorporated
Unincorporated
Unincorporated
Unincorporated
Baranca Ave
N 1st Ave
N Park Ave
E Wanamak er Dr
N Citrus Ave
Merlot Dr
E Puente St
E Front St
E Cypress St
N 2nd Ave
S Hol el nbeck Ave N Hol el nbeck Ave
S 2nd Ave
Valenc ai Pl
Grand Ave
E Cypress St
W San Bernardino Rd
E San Bernardino Rd
E Adams Park Dr
E Ruddock St
Southern Pacific RR
S Baranca Ave
W Edna Pl
E Badillo St
E Edna Pl
S 1st Ave
S De Lay Ave
N Lark ni Dr
N Ca vl ados Ave
1st Ave
S San Jose Ave
E Hurst St
W Puente Ave
San Jose Ave
N Grandview Ave
S 3rd Ave
Baranca Ave
N Fircroft Ave
E Hurst St
S Citrus Ave
S Hepner
Ave
N 3rd Ave
Curtis Ave
W Zinfandel Dr
E Clovermead St
S Vecino Dr
N Baranca Ave
W Dexter St
Virg ni ai Ave
E Edna Pl
N Grandview Ave
Oak Tree Ct
N 1st Ave
Bridger St
W Badillo St
Vintage Walk
Pershing Ct
N Rinard Ave
N Prospero Dr
N Shadyglen Dr
W Puente St
S 5th Ave
N Cabernet Dr
E Algrove St
E School St
Palland Ln
N Chardonnay Dr
Oak bank Ave
N Hollenbeck Ave
N 4th Ave S 4th Ave
N Grand Ave
Monte Vista Ave
College Wy
E Alisal St
E Griswold Rd
E Center St
Traymore Ave
W Front St
Kelby St
W Badillo St
E Edna Pl
Larkin Ave
Lark ni Dr
E Benbow St
Starcrest Dr
N Prospero Dr
N Citrus Ave
N Cedar Dr
W Adams Park Dr
Commercial Ave
E Italia St
E Kenoak Dr
Linda Ter
W Cypress St
N Barranca Ave
N Grand Ave
W Hampton Ct
E College St
N Curtis Ave
E Dexter St
W Pershing Ct
E Kelby St
E Wingate St
E Edgecomb St
Howard Ave
W Arbor Ct
S Brightview Dr
N Glenvina Ave
S Forestda el Ave
N Brightview Dr
S A dl envil el Ave
S Grand Ave
Park Ave
E Dexter St
Rue Royale St
N Brightview Dr
E Grovecenter St
S Cedar Dr
N ForestdaleAve
S Albertson Ave
Hepner Ave
E Hurst St
N Vecino Dr
W Kenoak Dr
E Grovecenter St
E Algrove St
E Badillo St
W Palm Dr
N De Lay Ave
N Linda Ter
E Benbow St
E Italia St
E Dexter St
N De Lay Ave
W Center St
W College St
E Chester Rd
E Alisal St
W Cottage Dr
W Orange St
W Geneva Pl
E Badillo St
S Grandview Ave
S Kendall Wy
Reed St
N Viceroy Ave
N Edenf ei ld Ave
N Citrus
N Cedar Dr
N 4th Ave
N G el nfinnan Ave
N Fen mi ore Ave
N 5th Ave
278
413
515
22 479
182
303
74 492
329
341
347
293
380
519
442
320
62 330
337
34 202
164
12 18
335
41 200
20 286
430
197
324 389
45 316
427
258
417
353
419
10 37 39
318
270
391
490 302
88 47
204
387
160
487
513
84 383
86 251
517
339
43 249
432
499
362
360
458
434
60 206
444 446
480
448
218
168
64 103
476
373
457
96 58
511
460
166
156
505
149
53 473
8 378
142
240
129
425
274
241
230
145
154
137
435
371
101
126
525
158
113
139 134
106
124
332
131
147
210 208
141
76 411
152
222
133
395
111 493
537
219
68 276
343
472
253
523
119
187
469
450
438
260
180
189
116 92
14 369
345 95
272
357
386
16 509 507
195
398
226
193
26 214
90 99
231
312
236
224
234
385
72 407
212
393
421
32 408
78 482
280
405
470 6
415
30 323
529
245
150
216
423 496
243 247
1 464
284
308
400
375
403
238
28 109
122
228
349
535
120
184
452
533
462
66 352
355
70 4
367
541
282
455
82 364
268
80 57
527
191
531
52 359
55 488
314
291
289
266
24 49
295
539
376
115
104
300
175
179
170
176 327
172
474 261
255
2 3
5 7
9 11
13 15
17 19
21 23
25 27 29
31 33
35 36
38 40 42 44 46 48
50 51
54 56
59 61
63 65
67 69 71
73 75 77 79
81 83
85 87
89 91
93 94
97 98
100
102
105
107
110 108
112
114
118 117
121
123
125
127
128
130
132
135
136
138
140
143
144
146
148
151
153
155
157
159
161
163
165 167
169
171
173
174
177
178
181
183
196 194 192 190 188 186 185
198
199
205 203 201
207
217 215 213 211 209
220 223 221 225
229 227
239 237 235 233 232
242
244 246 248
250 252
254
256 257
259
262
264
265 267 269
271 273
275 277
279
281 283 285 287 288
290
292
294
296 298
299
301
305 304
307
309
311
313 315
317
319
321
322
325
326 328
331
334 333
336
338
340
342
344 346
348 350
351
354
356
358
361
363
365 368 366
370 372
374
377 379
381
384 382
388
390
392
394
396 399 397
401
406 404 402
410 409
420 418 416 414 412
422 424 429 428 426
431
433
436
437 439
441
443 445 447
449 451
453 454
456
459
463 461
466 468
475
477
478
481
484 486
489
491
494
495
497
501 504
506
508
510
512
514 516
518
520
524 522
538 536 534 532 530 528 526 540
10 CITY OF COVINA
SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 1
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
CovinaCityBoundary
Area 1 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 2 3 8.000 347.548 0.011 1.021 0.068 0.841 0.830 0.640 0.568 0.558 2 10 11 9 10.000 173.428 1.215 4.485 0.497 1.814 0.599 0.640 1.226 0.011 3 101 100 102 8.000 269.152 0.014 1.192 0.075 0.919 0.905 0.640 0.621 0.607 4 103 102 13 8.000 263.971 0.020 1.266 0.091 0.867 0.847 0.640 0.586 0.566 5 104 105 15 8.000 440.652 0.009 1.009 0.061 0.896 0.887 0.640 0.605 0.597 6 106 107 108 8.000 260.852 0.084 1.848 0.188 0.804 0.720 0.640 0.544 0.459 7 109 108 110 8.000 352.854 0.118 2.016 0.224 0.791 0.673 0.640 0.535 0.417 8 11 61 10 15.000 11.200 4.519 5.230 0.663 5.294 0.776 0.750 2.903 -1.616 9 111 110 112 8.000 273.385 0.125 1.971 0.238 0.747 0.622 0.640 0.505 0.380 10 113 112 114 10.000 269.673 0.242 2.317 0.246 1.346 1.104 0.640 0.910 0.668 11 115 114 89 10.000 433.697 0.354 2.635 0.295 1.383 1.029 0.640 0.935 0.581 12 116 117 118 8.000 294.177 0.068 1.906 0.159 0.920 0.852 0.640 0.622 0.554 13 119 118 112 8.000 296.119 0.110 2.323 0.193 0.995 0.885 0.640 0.673 0.563 14 12 13 11 10.000 101.003 1.213 3.683 0.582 1.400 0.188 0.640 0.947 -0.266 15 120 121 36 8.000 343.065 0.027 0.869 0.145 0.443 0.416 0.640 0.300 0.273 16 122 123 121 8.000 314.442 0.019 0.802 0.118 0.466 0.447 0.640 0.315 0.296 17 124 125 123 8.000 265.059 0.010 0.591 0.092 0.401 0.391 0.640 0.271 0.261 18 126 127 128 8.000 256.442 0.007 0.592 0.078 0.448 0.440 0.640 0.303 0.295 19 129 128 130 8.000 259.137 0.014 0.717 0.105 0.449 0.435 0.640 0.303 0.290 20 131 130 132 8.000 245.129 0.022 0.834 0.127 0.462 0.440 0.640 0.312 0.290 21 133 132 40 8.000 262.525 0.026 0.865 0.143 0.446 0.420 0.640 0.301 0.275 22 134 135 136 8.000 256.442 0.006 0.624 0.067 0.519 0.513 0.640 0.351 0.345 23 137 136 138 8.000 259.137 0.014 0.784 0.097 0.513 0.500 0.640 0.347 0.333 24 139 138 140 8.000 256.121 0.021 1.031 0.108 0.634 0.613 0.640 0.428 0.407 25 14 15 13 10.000 303.667 1.191 3.276 0.632 1.212 0.021 0.640 0.819 -0.371 26 141 140 44 8.000 262.524 0.025 1.085 0.119 0.626 0.600 0.640 0.423 0.398 27 142 143 144 8.000 253.351 0.007 0.675 0.066 0.569 0.562 0.640 0.384 0.378 28 145 144 146 8.000 248.547 0.013 0.808 0.093 0.545 0.532 0.640 0.369 0.355 29 147 146 148 8.000 253.182 0.019 0.973 0.105 0.607 0.588 0.640 0.410 0.391 30 149 148 48 8.000 251.334 0.026 0.851 0.143 0.438 0.412 0.640 0.296 0.270 31 150 151 48 8.000 339.954 0.117 2.060 0.220 0.818 0.701 0.640 0.553 0.436 32 152 153 151 8.000 269.549 0.025 1.088 0.118 0.632 0.607 0.640 0.427 0.402 33 154 155 153 8.000 235.228 0.019 1.028 0.103 0.651 0.631 0.640 0.440 0.420 34 156 157 155 8.000 266.501 0.013 0.869 0.088 0.606 0.593 0.640 0.410 0.397 35 158 159 157 8.000 253.351 0.007 0.731 0.062 0.640 0.633 0.640 0.432 0.426 36 16 17 15 10.000 312.537 1.179 3.314 0.621 1.233 0.054 0.640 0.834 -0.345 37 160 161 151 8.000 151.959 0.074 1.921 0.167 0.899 0.826 0.640 0.608 0.534 38 162 163 161 8.000 81.603 0.060 1.474 0.174 0.673 0.613 0.640 0.455 0.395 39 164 165 163 8.000 131.237 0.059 1.397 0.179 0.626 0.566 0.640 0.423 0.364 40 166 167 165 8.000 264.274 0.041 1.716 0.120 0.986 0.946 0.640 0.667 0.626 41 168 169 167 8.000 248.597 0.019 1.504 0.078 1.131 1.112 0.640 0.765 0.746 42 170 171 169 8.000 469.990 0.017 1.048 0.094 0.703 0.685 0.640 0.475 0.458 43 172 173 174 8.000 454.687 0.009 0.891 0.069 0.728 0.719 0.640 0.492 0.483 44 175 174 167 8.000 471.096 0.018 1.122 0.093 0.755 0.736 0.640 0.510 0.492 Date: Friday, July 10, 2020, Time: 15:25:58, Page 1 Page 266 of 1383 Area 1 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
45 176 177 178 8.000 454.687 0.009 0.720 0.079 0.538 0.529 0.640 0.364 0.355 46 179 178 165 8.000 471.096 0.018 1.221 0.088 0.853 0.835 0.640 0.577 0.558 47 18 19 17 10.000 122.917 1.164 3.291 0.618 1.226 0.063 0.640 0.829 -0.335 48 180 181 33 8.000 296.483 0.010 0.768 0.078 0.580 0.570 0.640 0.392 0.382 49 182 183 33 8.000 76.950 0.004 0.728 0.043 0.804 0.801 0.640 0.544 0.540 50 184 185 186 8.000 400.659 0.005 0.868 0.044 0.954 0.949 0.640 0.645 0.640 51 187 186 188 8.000 302.659 0.007 1.093 0.051 1.081 1.073 0.640 0.730 0.723 52 189 188 190 8.000 248.464 0.009 1.175 0.057 1.082 1.072 0.640 0.731 0.722 53 191 190 192 8.000 364.774 0.013 0.806 0.091 0.551 0.539 0.640 0.373 0.360 54 193 192 194 8.000 294.991 0.016 0.869 0.100 0.560 0.544 0.640 0.378 0.362 55 195 194 196 8.000 304.466 0.018 1.468 0.076 1.121 1.103 0.640 0.757 0.740 56 197 198 199 8.000 168.892 0.012 0.885 0.080 0.654 0.643 0.640 0.442 0.431 57 20 21 19 10.000 149.034 1.162 3.366 0.605 1.263 0.100 0.640 0.854 -0.309 58 200 199 201 8.000 107.396 0.015 0.893 0.094 0.599 0.584 0.640 0.405 0.390 59 202 201 203 8.000 113.799 0.016 1.975 0.059 1.782 1.766 0.640 1.205 1.188 60 204 203 205 8.000 175.214 0.021 0.977 0.113 0.582 0.561 0.640 0.394 0.373 61 206 205 207 8.000 217.112 0.025 1.076 0.117 0.626 0.602 0.640 0.423 0.399 62 208 207 209 8.000 281.112 0.030 1.532 0.106 0.949 0.918 0.640 0.641 0.611 63 210 209 211 8.000 272.949 0.034 1.619 0.110 0.979 0.946 0.640 0.662 0.628 64 212 211 213 8.000 309.123 0.040 1.638 0.122 0.929 0.889 0.640 0.628 0.588 65 214 213 215 8.000 316.634 0.046 1.690 0.132 0.915 0.869 0.640 0.618 0.572 66 216 215 217 8.000 339.524 0.051 1.678 0.143 0.865 0.813 0.640 0.584 0.533 67 218 196 217 8.000 220.676 0.021 1.124 0.101 0.716 0.696 0.640 0.484 0.463 68 219 220 221 8.000 281.112 0.006 0.815 0.052 0.796 0.791 0.640 0.538 0.533 69 22 23 21 10.000 41.999 1.162 3.347 0.608 1.254 0.092 0.640 0.847 -0.314 70 222 221 223 8.000 272.949 0.009 0.962 0.064 0.823 0.814 0.640 0.556 0.547 71 224 223 225 8.000 309.123 0.015 1.265 0.075 0.981 0.966 0.640 0.663 0.648 72 226 225 227 8.000 316.634 0.021 1.386 0.088 0.966 0.945 0.640 0.653 0.632 73 228 227 229 8.000 339.524 0.026 1.304 0.107 0.804 0.777 0.640 0.543 0.517 74 230 217 229 8.000 249.025 0.076 1.658 0.189 0.721 0.645 0.640 0.487 0.411 75 231 232 233 8.000 311.689 0.005 0.733 0.053 0.705 0.700 0.640 0.477 0.471 76 234 233 235 8.000 309.123 0.011 1.149 0.066 0.969 0.957 0.640 0.655 0.643 77 236 235 237 8.000 316.634 0.017 1.288 0.081 0.949 0.932 0.640 0.641 0.624 78 238 237 239 8.000 339.524 0.022 1.231 0.100 0.793 0.771 0.640 0.536 0.514 79 24 25 23 10.000 408.236 1.162 3.487 0.587 1.322 0.160 0.640 0.893 -0.268 80 240 229 239 8.000 257.636 0.106 1.774 0.227 0.691 0.585 0.640 0.467 0.361 81 241 239 242 8.000 251.582 0.132 1.916 0.252 0.703 0.572 0.640 0.476 0.344 82 243 244 242 8.000 339.524 0.031 1.220 0.125 0.683 0.652 0.640 0.461 0.431 83 245 246 244 8.000 326.439 0.025 1.524 0.094 1.023 0.997 0.640 0.691 0.666 84 247 248 246 8.000 310.349 0.019 1.370 0.085 0.981 0.962 0.640 0.663 0.644 85 249 250 248 8.000 226.712 0.013 0.970 0.082 0.707 0.694 0.640 0.478 0.465 86 251 252 250 8.000 198.123 0.010 0.853 0.073 0.671 0.661 0.640 0.453 0.444 87 253 254 252 8.000 271.385 0.006 0.824 0.052 0.809 0.803 0.640 0.547 0.541 88 255 256 257 6.000 1,097.196 0.059 1.462 0.259 0.297 0.238 0.640 0.201 0.142 Date: Friday, July 10, 2020, Time: 15:25:59, Page 2 Page 267 of 1383 Area 1 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
89 258 259 257 8.000 143.372 0.165 1.736 0.317 0.560 0.395 0.640 0.379 0.213 90 26 27 25 10.000 319.507 1.046 3.572 0.529 1.408 0.363 0.640 0.952 -0.094 91 260 242 259 8.000 290.086 0.165 1.701 0.322 0.544 0.379 0.640 0.368 0.203 92 261 257 262 8.000 536.678 0.269 2.392 0.358 0.724 0.455 0.640 0.489 0.220 93 263 264 265 8.000 127.450 0.028 1.875 0.087 1.317 1.289 0.640 0.890 0.862 94 266 267 265 8.000 403.830 0.052 1.760 0.139 0.922 0.870 0.640 0.623 0.571 95 268 269 267 8.000 357.206 0.026 1.475 0.097 0.966 0.940 0.640 0.653 0.627 96 270 265 271 8.000 176.217 0.082 1.320 0.234 0.505 0.423 0.640 0.342 0.259 97 272 273 271 8.000 297.588 0.484 3.330 0.434 0.916 0.432 0.640 0.619 0.135 98 274 275 273 8.000 252.916 0.446 3.380 0.404 0.963 0.517 0.640 0.651 0.205 99 276 277 275 8.000 270.735 0.419 3.312 0.391 0.959 0.541 0.640 0.648 0.230 100 278 279 277 8.000 40.551 0.394 2.969 0.405 0.844 0.451 0.640 0.571 0.177 101 28 29 27 10.000 342.924 0.801 4.181 0.382 1.913 1.111 0.640 1.293 0.491 102 280 281 29 8.000 372.355 0.723 3.670 0.551 0.911 0.188 0.640 0.616 -0.107 103 282 283 281 8.000 346.556 0.709 3.011 0.639 0.711 0.002 0.640 0.480 -0.229 104 284 285 283 8.000 302.474 0.262 3.108 0.291 1.052 0.790 0.640 0.711 0.449 105 286 288 287 8.000 120.838 0.203 2.450 0.287 0.835 0.633 0.640 0.565 0.362 106 289 290 288 8.000 404.616 0.123 2.072 0.226 0.809 0.687 0.640 0.547 0.424 107 291 292 290 8.000 408.710 0.078 1.877 0.177 0.847 0.768 0.640 0.572 0.494 108 293 294 292 8.000 74.335 0.030 1.019 0.141 0.530 0.500 0.640 0.358 0.328 109 295 296 288 8.000 425.040 0.047 1.725 0.131 0.936 0.890 0.640 0.633 0.586 110 297 298 299 8.000 120.490 0.119 1.603 0.265 0.572 0.453 0.640 0.386 0.268 111 30 31 29 8.000 328.052 0.067 1.884 0.158 0.912 0.846 0.640 0.617 0.550 112 300 301 299 8.000 463.485 0.269 3.059 0.299 1.019 0.750 0.640 0.689 0.420 113 302 262 301 8.000 173.336 0.269 3.113 0.296 1.044 0.775 0.640 0.705 0.437 114 303 304 305 8.000 57.766 0.008 0.721 0.073 0.567 0.558 0.640 0.383 0.375 115 306 305 307 8.000 74.335 0.019 0.993 0.104 0.624 0.605 0.640 0.422 0.402 116 308 307 309 8.000 363.535 0.058 1.274 0.187 0.556 0.499 0.640 0.376 0.318 117 312 313 311 8.000 302.077 0.673 3.864 0.499 0.999 0.326 0.640 0.675 0.002 118 314 315 313 8.000 387.233 0.609 3.736 0.474 0.987 0.379 0.640 0.667 0.059 119 316 317 315 8.000 178.815 0.609 2.442 0.672 0.569 -0.040 0.640 0.384 -0.224 120 318 319 317 8.000 166.424 0.011 0.822 0.079 0.614 0.603 0.640 0.415 0.404 121 32 33 31 8.000 316.490 0.032 1.098 0.139 0.574 0.542 0.640 0.388 0.356 122 320 321 322 8.000 86.881 0.021 1.005 0.110 0.608 0.587 0.640 0.411 0.390 123 323 322 313 8.000 350.989 0.064 1.330 0.196 0.566 0.502 0.640 0.383 0.319 124 324 325 326 6.000 143.237 0.007 1.356 0.066 0.641 0.634 0.640 0.433 0.426 125 327 326 328 8.000 455.780 0.049 2.075 0.119 1.198 1.149 0.640 0.810 0.761 126 329 328 107 8.000 77.409 0.056 1.283 0.183 0.567 0.511 0.640 0.383 0.327 127 330 331 326 6.000 86.123 0.005 1.208 0.052 0.665 0.660 0.640 0.450 0.445 128 332 333 334 8.000 287.025 0.311 3.536 0.300 1.177 0.866 0.640 0.796 0.484 129 335 336 334 8.000 106.067 0.070 2.204 0.146 1.118 1.048 0.640 0.756 0.686 130 337 334 338 8.000 120.331 0.434 4.373 0.327 1.389 0.955 0.640 0.939 0.505 131 339 338 340 8.000 192.824 0.468 4.280 0.351 1.308 0.840 0.640 0.884 0.416 132 34 35 36 8.000 115.654 0.002 0.383 0.039 0.449 0.447 0.640 0.303 0.302 Date: Friday, July 10, 2020, Time: 15:25:59, Page 3 Page 268 of 1383 Area 1 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
133 341 342 340 8.000 74.462 0.004 0.592 0.054 0.569 0.565 0.640 0.385 0.380 134 343 344 117 8.000 280.556 0.032 1.526 0.110 0.927 0.895 0.640 0.626 0.595 135 345 346 344 8.000 269.630 0.024 1.430 0.096 0.945 0.921 0.640 0.639 0.615 136 347 348 346 8.000 75.099 0.005 1.017 0.039 1.202 1.197 0.640 0.812 0.808 137 349 350 351 8.000 338.862 0.020 0.877 0.117 0.511 0.491 0.640 0.345 0.325 138 352 351 340 10.000 370.783 0.260 3.829 0.182 2.655 2.395 0.640 1.795 1.535 139 353 498 354 8.000 203.270 0.011 0.853 0.081 0.629 0.617 0.640 0.425 0.414 140 355 354 356 8.000 343.674 0.072 1.485 0.196 0.630 0.558 0.640 0.426 0.354 141 357 356 358 8.000 298.891 0.124 2.476 0.201 1.037 0.913 0.640 0.701 0.577 142 359 358 351 10.000 383.689 0.182 1.902 0.232 1.144 0.961 0.640 0.773 0.591 143 360 361 354 8.000 218.143 0.038 1.508 0.124 0.847 0.810 0.640 0.573 0.535 144 362 363 356 8.000 214.680 0.031 1.272 0.122 0.724 0.693 0.640 0.489 0.458 145 364 365 366 8.000 405.639 0.087 2.297 0.165 1.081 0.994 0.640 0.731 0.644 146 367 366 368 8.000 350.134 0.150 2.706 0.216 1.087 0.937 0.640 0.735 0.585 147 369 368 370 10.000 298.648 0.182 1.998 0.224 1.226 1.044 0.640 0.829 0.647 148 37 36 38 8.000 165.286 0.031 0.887 0.158 0.430 0.398 0.640 0.290 0.259 149 371 370 372 10.000 215.672 0.235 2.132 0.256 1.212 0.977 0.640 0.819 0.585 150 373 372 374 10.000 271.059 0.272 2.241 0.274 1.225 0.953 0.640 0.828 0.556 151 375 374 91 10.000 328.797 1.125 3.484 0.573 1.332 0.207 0.640 0.901 -0.225 152 376 377 374 10.000 439.702 0.807 3.511 0.438 1.503 0.695 0.640 1.016 0.208 153 378 379 358 8.000 254.684 0.042 1.627 0.128 0.897 0.854 0.640 0.606 0.564 154 380 381 382 8.000 75.098 0.005 0.747 0.048 0.767 0.762 0.640 0.518 0.514 155 383 382 384 10.000 183.914 0.766 2.982 0.477 1.228 0.462 0.640 0.830 0.064 156 385 384 377 10.000 302.693 0.806 2.776 0.526 1.097 0.291 0.640 0.742 -0.065 157 386 340 382 8.000 297.548 0.733 3.623 0.563 0.892 0.160 0.640 0.603 -0.130 158 387 388 382 8.000 199.070 0.008 0.722 0.073 0.568 0.560 0.640 0.384 0.376 159 389 390 370 8.000 166.688 0.007 0.917 0.058 0.836 0.828 0.640 0.565 0.558 160 39 40 38 8.000 155.972 0.025 1.533 0.093 1.035 1.010 0.640 0.700 0.675 161 391 392 368 8.000 153.103 0.014 0.856 0.095 0.570 0.556 0.640 0.386 0.371 162 393 394 368 8.000 307.798 0.018 1.227 0.087 0.862 0.844 0.640 0.583 0.565 163 395 396 397 8.000 286.811 0.041 1.652 0.123 0.932 0.891 0.640 0.630 0.589 164 398 397 399 8.000 288.935 0.075 1.602 0.191 0.692 0.617 0.640 0.467 0.393 165 4 3 5 8.000 363.238 0.022 1.269 0.095 0.841 0.820 0.640 0.569 0.547 166 400 401 402 8.000 359.711 0.047 1.529 0.144 0.784 0.736 0.640 0.530 0.482 167 403 402 404 8.000 323.729 0.095 1.963 0.196 0.834 0.739 0.640 0.563 0.469 168 405 404 406 10.000 281.888 0.140 2.130 0.178 1.499 1.360 0.640 1.014 0.874 169 407 406 79 10.000 334.099 0.179 2.307 0.200 1.514 1.335 0.640 1.023 0.844 170 408 409 410 8.000 311.532 0.044 1.416 0.144 0.727 0.683 0.640 0.491 0.448 171 41 40 42 8.000 167.965 0.005 0.307 0.093 0.207 0.202 0.640 0.140 0.135 172 411 410 412 8.000 293.251 0.099 1.817 0.214 0.733 0.633 0.640 0.495 0.396 173 413 412 414 8.000 43.113 0.175 1.462 0.376 0.432 0.256 0.640 0.292 0.117 174 415 495 416 8.000 362.883 0.232 1.822 0.393 0.526 0.294 0.640 0.356 0.123 175 417 416 418 8.000 125.635 0.244 1.795 0.413 0.506 0.261 0.640 0.342 0.097 176 419 418 420 8.000 144.273 0.281 3.088 0.307 1.015 0.734 0.640 0.686 0.405 Date: Friday, July 10, 2020, Time: 15:25:59, Page 4 Page 269 of 1383 Area 1 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
177 421 420 422 8.000 343.747 0.316 2.983 0.343 0.924 0.608 0.640 0.624 0.308 178 423 422 424 8.000 341.471 0.354 3.086 0.364 0.927 0.573 0.640 0.626 0.273 179 425 424 426 8.000 282.097 0.439 3.344 0.402 0.955 0.515 0.640 0.645 0.206 180 427 428 429 8.000 174.713 0.458 3.225 0.427 0.894 0.436 0.640 0.605 0.146 181 43 44 42 8.000 184.472 0.178 2.272 0.276 0.792 0.614 0.640 0.535 0.357 182 430 431 418 6.000 131.049 0.012 1.173 0.101 0.421 0.409 0.640 0.284 0.272 183 432 399 433 8.000 224.016 0.075 1.895 0.171 0.874 0.799 0.640 0.591 0.516 184 434 433 412 8.000 215.653 0.075 1.922 0.170 0.891 0.815 0.640 0.602 0.527 185 435 437 436 8.000 259.478 0.355 3.059 0.367 0.914 0.559 0.640 0.618 0.263 186 438 439 437 8.000 287.361 0.327 2.782 0.370 0.828 0.500 0.640 0.559 0.232 187 440 441 439 8.000 55.272 0.296 2.015 0.437 0.552 0.257 0.640 0.373 0.078 188 442 443 441 8.000 57.423 0.295 3.090 0.318 0.997 0.702 0.640 0.674 0.379 189 444 445 443 8.000 205.063 0.286 2.736 0.340 0.851 0.565 0.640 0.575 0.289 190 446 447 445 8.000 222.826 0.020 1.216 0.092 0.823 0.804 0.640 0.556 0.537 191 448 449 445 8.000 208.634 0.253 2.163 0.369 0.645 0.392 0.640 0.436 0.183 192 45 46 44 8.000 173.834 0.148 2.705 0.214 1.090 0.941 0.640 0.737 0.588 193 450 451 449 8.000 249.401 0.243 2.905 0.289 0.986 0.743 0.640 0.667 0.423 194 452 453 454 8.000 374.100 0.055 1.740 0.145 0.886 0.832 0.640 0.599 0.545 195 455 454 456 8.000 325.753 0.155 2.454 0.236 0.934 0.780 0.640 0.632 0.477 196 457 456 451 8.000 292.322 0.223 2.688 0.288 0.915 0.692 0.640 0.619 0.396 197 458 429 459 8.000 152.379 0.478 3.371 0.426 0.935 0.457 0.640 0.632 0.154 198 460 459 461 8.000 322.995 0.497 3.416 0.434 0.940 0.443 0.640 0.635 0.138 199 462 461 463 8.000 366.180 0.516 2.854 0.514 0.729 0.213 0.640 0.492 -0.023 200 464 463 61 8.000 322.996 0.540 2.884 0.528 0.728 0.188 0.640 0.492 -0.048 201 465 299 466 8.000 17.000 0.388 2.100 0.523 0.532 0.145 0.640 0.360 -0.028 202 467 466 468 8.000 15.000 0.388 2.055 0.532 0.517 0.130 0.640 0.350 -0.038 203 469 468 283 8.000 269.751 0.430 2.259 0.536 0.567 0.137 0.640 0.383 -0.047 204 47 48 46 8.000 160.359 0.146 2.714 0.211 1.103 0.958 0.640 0.746 0.600 205 470 65 471 15.000 384.183 4.524 5.334 0.653 5.424 0.900 0.750 2.974 -1.550 206 472 436 279 8.000 310.291 0.394 2.939 0.408 0.833 0.439 0.640 0.563 0.169 207 473 38 50 8.000 292.378 0.058 1.074 0.212 0.435 0.377 0.640 0.294 0.236 208 474 475 171 8.000 455.793 0.004 0.696 0.046 0.742 0.738 0.640 0.501 0.497 209 476 478 477 8.000 228.967 0.005 0.503 0.066 0.423 0.418 0.640 0.286 0.281 210 479 477 171 8.000 33.591 0.006 0.707 0.057 0.656 0.651 0.640 0.443 0.438 211 480 481 478 8.000 226.826 0.002 0.628 0.035 0.789 0.787 0.640 0.534 0.531 212 482 287 285 8.000 343.758 0.231 3.173 0.262 1.139 0.908 0.640 0.770 0.539 213 483 271 484 8.000 40.545 0.566 3.159 0.510 0.809 0.242 0.640 0.547 -0.020 214 485 484 486 8.000 34.527 0.567 3.394 0.483 0.889 0.322 0.640 0.601 0.034 215 487 486 317 8.000 204.345 0.588 3.306 0.508 0.848 0.260 0.640 0.573 -0.015 216 488 489 365 8.000 355.342 0.057 1.928 0.139 1.009 0.952 0.640 0.682 0.625 217 49 50 51 8.000 402.634 0.088 1.668 0.208 0.683 0.595 0.640 0.462 0.374 218 490 491 370 8.000 163.616 0.007 0.696 0.069 0.569 0.562 0.640 0.385 0.377 219 492 426 428 8.000 43.894 0.439 3.086 0.427 0.856 0.416 0.640 0.578 0.139 220 493 494 31 8.000 275.525 0.011 0.945 0.076 0.724 0.713 0.640 0.490 0.478 Date: Friday, July 10, 2020, Time: 15:25:59, Page 5 Page 270 of 1383 Area 1 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
221 496 414 495 8.000 307.885 0.199 1.646 0.378 0.485 0.285 0.640 0.328 0.128 222 499 497 61 15.000 218.930 3.979 4.785 0.641 4.889 0.910 0.750 2.681 -1.299 223 500 311 501 12.000 47.530 0.673 7.591 0.170 7.902 7.229 0.640 5.341 4.668 224 502 309 501 8.000 42.530 0.058 2.046 0.135 1.091 1.033 0.640 0.737 0.680 225 503 501 504 12.000 168.910 0.731 2.801 0.366 1.886 1.155 0.640 1.274 0.544 226 505 504 506 12.000 255.150 0.731 2.637 0.383 1.735 1.005 0.640 1.173 0.442 227 507 506 508 12.000 300.000 0.731 2.628 0.384 1.726 0.996 0.640 1.167 0.436 228 509 508 510 12.000 300.000 0.731 2.628 0.384 1.726 0.996 0.640 1.167 0.436 229 511 510 512 12.000 257.980 0.731 2.644 0.383 1.741 1.011 0.640 1.177 0.446 230 513 512 514 12.000 184.830 0.731 3.431 0.316 2.497 1.766 0.640 1.688 0.957 231 515 514 516 12.000 38.000 0.731 4.956 0.243 4.178 3.448 0.640 2.824 2.094 232 517 516 518 12.000 191.470 0.731 2.522 0.396 1.632 0.901 0.640 1.103 0.372 233 519 518 520 12.000 85.700 0.731 6.657 0.197 6.338 5.607 0.640 4.284 3.553 234 52 51 25 8.000 374.030 0.106 1.769 0.228 0.687 0.581 0.640 0.465 0.359 235 521 520 522 12.000 353.230 0.731 3.422 0.317 2.487 1.757 0.640 1.681 0.951 236 523 522 524 12.000 296.770 0.731 4.313 0.268 3.437 2.706 0.640 2.323 1.593 237 525 524 526 12.000 275.000 0.731 4.312 0.268 3.436 2.706 0.640 2.323 1.592 238 527 526 528 12.000 350.000 0.731 2.619 0.385 1.718 0.988 0.640 1.161 0.431 239 529 528 530 12.000 350.000 0.731 2.619 0.385 1.718 0.988 0.640 1.161 0.431 240 53 42 54 8.000 289.419 0.183 2.086 0.299 0.695 0.512 0.640 0.470 0.287 241 531 530 532 12.000 350.000 0.731 2.619 0.385 1.718 0.988 0.640 1.161 0.431 242 533 532 534 12.000 350.000 0.731 2.619 0.385 1.718 0.988 0.640 1.161 0.431 243 535 534 536 12.000 350.000 0.731 3.409 0.317 2.475 1.744 0.640 1.673 0.942 244 537 536 538 12.000 350.000 0.731 3.487 0.312 2.554 1.824 0.640 1.726 0.996 245 539 538 540 12.000 350.000 0.731 3.053 0.344 2.123 1.393 0.640 1.435 0.705 246 541 540 497 12.000 350.000 0.731 3.555 0.308 2.624 1.893 0.640 1.773 1.043 247 55 54 56 8.000 388.283 0.215 1.886 0.362 0.568 0.353 0.640 0.384 0.169 248 57 56 27 8.000 359.458 0.231 1.942 0.374 0.575 0.344 0.640 0.389 0.158 249 58 7 59 15.000 252.262 2.821 4.859 0.479 5.541 2.720 0.750 3.038 0.218 250 6 5 7 8.000 284.712 0.053 1.712 0.144 0.878 0.825 0.640 0.593 0.540 251 60 59 497 15.000 224.430 3.249 5.287 0.501 5.914 2.665 0.750 3.243 -0.006 252 62 10 63 15.000 108.206 4.519 5.554 0.630 5.706 1.187 0.750 3.129 -1.390 253 64 63 65 15.000 205.692 4.521 5.496 0.635 5.631 1.110 0.750 3.088 -1.433 254 66 67 59 10.000 352.807 0.428 2.927 0.313 1.486 1.058 0.640 1.004 0.576 255 68 69 67 10.000 299.180 0.382 2.833 0.295 1.485 1.104 0.640 1.004 0.622 256 70 71 69 10.000 367.921 0.347 2.733 0.283 1.467 1.121 0.640 0.992 0.645 257 72 73 71 10.000 306.371 0.301 2.662 0.261 1.497 1.196 0.640 1.012 0.711 258 74 75 73 8.000 52.199 0.262 2.516 0.338 0.785 0.523 0.640 0.530 0.269 259 76 77 75 10.000 297.423 0.262 2.511 0.246 1.460 1.198 0.640 0.987 0.725 260 78 79 77 10.000 326.783 0.221 2.412 0.225 1.477 1.256 0.640 0.998 0.777 261 8 9 7 12.000 261.639 2.768 4.152 0.791 2.117 -0.650 0.640 1.431 -1.336 262 80 81 9 12.000 362.708 1.543 3.898 0.503 2.259 0.716 0.640 1.527 -0.016 263 82 83 81 12.000 394.377 1.539 3.854 0.507 2.227 0.687 0.640 1.505 -0.034 264 84 85 83 12.000 184.193 1.536 3.729 0.519 2.133 0.597 0.640 1.442 -0.094 Date: Friday, July 10, 2020, Time: 15:26:00, Page 6 Page 271 of 1383 Area 1 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
265 86 87 85 12.000 194.541 1.531 3.707 0.520 2.118 0.587 0.640 1.432 -0.100 266 88 89 87 12.000 176.488 1.530 3.547 0.539 1.999 0.469 0.640 1.351 -0.179 267 90 91 89 10.000 325.038 1.174 3.457 0.597 1.303 0.129 0.640 0.881 -0.293 268 92 93 94 8.000 313.914 0.006 0.892 0.049 0.905 0.899 0.640 0.612 0.606 269 95 94 17 8.000 288.823 0.012 1.133 0.068 0.936 0.924 0.640 0.633 0.621 270 96 97 98 8.000 240.425 0.004 0.811 0.044 0.886 0.882 0.640 0.599 0.595 271 99 98 100 8.000 324.641 0.008 0.684 0.074 0.533 0.525 0.640 0.361 0.353 Date: Friday, July 10, 2020, Time: 15:26:00, Page 7 Page 272 of 1383 Area 1 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500
2 10 0.500 0.000 0.000 0.000
3 101 0.500
4 103 0.500
5 104 0.500
6 106 0.500
7 109 0.500 0.000 0.000 0.000
8 11 0.500 0.000 0.000 0.000
9 111 0.500
10 113 0.500 0.000 0.000 0.000
11 115 0.500 0.000 0.000 0.000
12 116 0.500
13 119 0.500 0.000 0.000 0.000
14 12 0.500 0.000 0.000 0.000
15 120 0.500
16 122 0.500
17 124 0.500
18 126 0.500
19 129 0.500
20 131 0.500
21 133 0.500
22 134 0.500
23 137 0.500
24 139 0.500
25 14 0.500 0.000 0.000 0.000
26 141 0.500
27 142 0.500
28 145 0.500
29 147 0.500
30 149 0.500
31 150 0.500 0.000 0.000 0.000
32 152 0.500
33 154 0.500
34 156 0.500
35 158 0.500
36 16 0.500 0.000 0.000 0.000
37 160 0.500
38 162 0.500
39 164 0.500
40 166 0.500
41 168 0.500
42 170 0.500
43 172 0.500
44 175 0.500
Date: Friday, July 10, 2020, Time: 15:26:00, Page 8 Page 273 of 1383 Area 1 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
45 176 0.500
46 179 0.500
47 18 0.500 0.000 0.000 0.000
48 180 0.500
49 182 0.500
50 184 0.500
51 187 0.500
52 189 0.500
53 191 0.500
54 193 0.500
55 195 0.500
56 197 0.500
57 20 0.500 0.000 0.000 0.000
58 200 0.500
59 202 0.500
60 204 0.500
61 206 0.500
62 208 0.500
63 210 0.500
64 212 0.500
65 214 0.500
66 216 0.500
67 218 0.500
68 219 0.500
69 22 0.500 0.000 0.000 0.000
70 222 0.500
71 224 0.500
72 226 0.500
73 228 0.500
74 230 0.500
75 231 0.500
76 234 0.500
77 236 0.500
78 238 0.500
79 24 0.500 0.000 0.000 0.000
80 240 0.500
81 241 0.500
82 243 0.500
83 245 0.500
84 247 0.500
85 249 0.500
86 251 0.500
87 253 0.500
88 255 0.500
Date: Friday, July 10, 2020, Time: 15:26:00, Page 9 Page 274 of 1383 Area 1 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
89 258 0.500
90 26 0.500 0.000 0.000 0.000
91 260 0.500
92 261 0.500 0.000 0.000 0.000
93 263 0.500
94 266 0.500
95 268 0.500
96 270 0.500
97 272 0.500 0.000 0.000 0.000
98 274 0.500 0.000 0.000 0.000
99 276 0.500 0.000 0.000 0.000
100 278 0.500 0.000 0.000 0.000
101 28 0.500 0.000 0.000 0.000
102 280 0.500 0.000 0.000 0.000
103 282 0.500 0.000 0.000 0.000
104 284 0.500 0.000 0.000 0.000
105 286 0.500 0.000 0.000 0.000
106 289 0.500 0.000 0.000 0.000
107 291 0.500
108 293 0.500
109 295 0.500
110 297 0.500
111 30 0.500
112 300 0.500 0.000 0.000 0.000
113 302 0.500 0.000 0.000 0.000
114 303 0.500
115 306 0.500
116 308 0.500
117 312 0.500 0.000 0.000 0.000
118 314 0.500 0.000 0.000 0.000
119 316 0.500 10.000 2.469 0.462
120 318 0.500
121 32 0.500
122 320 0.500
123 323 0.500
124 324 0.500
125 327 0.500 0.000 0.000 0.000
126 329 0.500
127 330 0.500
128 332 0.500 0.000 0.000 0.000
129 335 0.500 0.000 0.000 0.000
130 337 0.500 0.000 0.000 0.000
131 339 0.500 0.000 0.000 0.000
132 34 0.500
Date: Friday, July 10, 2020, Time: 15:26:00, Page 10 Page 275 of 1383 Area 1 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
133 341 0.500
134 343 0.500
135 345 0.500
136 347 0.500
137 349 0.500
138 352 0.500 0.000 0.000 0.000
139 353 0.500
140 355 0.500
141 357 0.500 0.000 0.000 0.000
142 359 0.500
143 360 0.500
144 362 0.500
145 364 0.500 0.000 0.000 0.000
146 367 0.500 0.000 0.000 0.000
147 369 0.500 8.000 2.043 0.303
148 37 0.500
149 371 0.500 0.000 0.000 0.000
150 373 0.500 0.000 0.000 0.000
151 375 0.500 0.000 0.000 0.000
152 376 0.500 0.000 0.000 0.000
153 378 0.500
154 380 0.500
155 383 0.500 0.000 0.000 0.000
156 385 0.500 0.000 0.000 0.000
157 386 0.500 10.000 3.612 0.399
158 387 0.500
159 389 0.500
160 39 0.500
161 391 0.500
162 393 0.500
163 395 0.500
164 398 0.500
165 4 0.500
166 400 0.500
167 403 0.500
168 405 0.500 0.000 0.000 0.000
169 407 0.500 0.000 0.000 0.000
170 408 0.500
171 41 0.500
172 411 0.500
173 413 0.500
174 415 0.500
175 417 0.500
176 419 0.500 0.000 0.000 0.000
Date: Friday, July 10, 2020, Time: 15:26:00, Page 11 Page 276 of 1383 Area 1 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
177 421 0.500 0.000 0.000 0.000
178 423 0.500 0.000 0.000 0.000
179 425 0.500 0.000 0.000 0.000
180 427 0.500 0.000 0.000 0.000
181 43 0.500 0.000 0.000 0.000
182 430 0.500
183 432 0.500
184 434 0.500
185 435 0.500 0.000 0.000 0.000
186 438 0.500 0.000 0.000 0.000
187 440 0.500 0.000 0.000 0.000
188 442 0.500 0.000 0.000 0.000
189 444 0.500 0.000 0.000 0.000
190 446 0.500
191 448 0.500 0.000 0.000 0.000
192 45 0.500 0.000 0.000 0.000
193 450 0.500 0.000 0.000 0.000
194 452 0.500
195 455 0.500 0.000 0.000 0.000
196 457 0.500 0.000 0.000 0.000
197 458 0.500 0.000 0.000 0.000
198 460 0.500 0.000 0.000 0.000
199 462 0.500 0.000 0.000 0.000
200 464 0.500 0.000 0.000 0.000
201 465 0.500 0.000 0.000 0.000
202 467 0.500 0.000 0.000 0.000
203 469 0.500 0.000 0.000 0.000
204 47 0.500 0.000 0.000 0.000
205 470 0.500 0.000 0.000 0.000
206 472 0.500 0.000 0.000 0.000
207 473 0.500
208 474 0.500
209 476 0.500
210 479 0.500
211 480 0.500
212 482 0.500 0.000 0.000 0.000
213 483 0.500 0.000 0.000 0.000
214 485 0.500 0.000 0.000 0.000
215 487 0.500 0.000 0.000 0.000
216 488 0.500
217 49 0.500
218 490 0.500
219 492 0.500 0.000 0.000 0.000
220 493 0.500
Date: Friday, July 10, 2020, Time: 15:26:00, Page 12 Page 277 of 1383 Area 1 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
221 496 0.500
222 499 0.500 0.000 0.000 0.000
223 500 0.500 0.000 0.000 0.000
224 502 0.500 0.000 0.000 0.000
225 503 0.500 0.000 0.000 0.000
226 505 0.500 0.000 0.000 0.000
227 507 0.500 0.000 0.000 0.000
228 509 0.500 0.000 0.000 0.000
229 511 0.500 0.000 0.000 0.000
230 513 0.500 0.000 0.000 0.000
231 515 0.500 0.000 0.000 0.000
232 517 0.500 0.000 0.000 0.000
233 519 0.500 0.000 0.000 0.000
234 52 0.500
235 521 0.500 0.000 0.000 0.000
236 523 0.500 0.000 0.000 0.000
237 525 0.500 0.000 0.000 0.000
238 527 0.500 0.000 0.000 0.000
239 529 0.500 0.000 0.000 0.000
240 53 0.500 0.000 0.000 0.000
241 531 0.500 0.000 0.000 0.000
242 533 0.500 0.000 0.000 0.000
243 535 0.500 0.000 0.000 0.000
244 537 0.500 0.000 0.000 0.000
245 539 0.500 0.000 0.000 0.000
246 541 0.500 0.000 0.000 0.000
247 55 0.500
248 57 0.500
249 58 0.500 0.000 0.000 0.000
250 6 0.500
251 60 0.500 0.000 0.000 0.000
252 62 0.500 0.000 0.000 0.000
253 64 0.500 0.000 0.000 0.000
254 66 0.500 0.000 0.000 0.000
255 68 0.500 0.000 0.000 0.000
256 70 0.500 0.000 0.000 0.000
257 72 0.500 0.000 0.000 0.000
258 74 0.500 10.000 2.466 0.249
259 76 0.500 0.000 0.000 0.000
260 78 0.500 0.000 0.000 0.000
261 8 0.500 18.000 4.277 0.394
262 80 0.500 0.000 0.000 0.000
263 82 0.500 0.000 0.000 0.000
264 84 0.500 0.000 0.000 0.000
Date: Friday, July 10, 2020, Time: 15:26:00, Page 13 Page 278 of 1383 Area 1 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
265 86 0.500 0.000 0.000 0.000
266 88 0.500 0.000 0.000 0.000
267 90 0.500 0.000 0.000 0.000
268 92 0.500
269 95 0.500
270 96 0.500
271 99 0.500
Date: Friday, July 10, 2020, Time: 15:26:01, Page 14 Page 279 of 1383 Area 1 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
82 80
8 58
60 499
11 62
64 470
83 81
9 7
59 497
610
63 65
471
498.0
500.9
503.8
506.7
509.6
512.5
515.4
518.3
521.2
524.1
527.0
0.0 242.4 484.8 727.2 969.6 1212.0 1454.4 1696.8 1939.2 2181.6 2424.0
N
Citru
s
A
ve
E Arrow Hwy
W Arrow Hwy
N
C
errito
s
A
ve
N
H
olle
n
b
eck
A
v
e
N
C
alva
do
s
A
ve
E Section
Center St
N
Fairvalley
A
ve
N
MidsiteAve
E Newburgh St
N
Fairvale
A
v
e
L
ark
ni Dr
C
alera
A
ve
E Covina Blvd
E Weather Rd
H
e
ath
d
ale
A
v
e
N
Rock
vale
A
ve
Woodcroft St E Laxford Rd
E Arrow Hwy
E Laxford Rd
Grondahl St
F
St
S
Citru
s
A
v
e
N
R
a
n
g
er Dr
E Nubia St
E Covina Blvd
S
C
erri ot s
A
ve
Cedarglen
Dr
W Covina Blvd
N
Fairva
el
A
ve
E Stephanie Dr
W Tudor St
W Nubia St
Laxford Rd
E Greenhaven St
N
P
ark
A
v
e
N
2 n
d
A
ve
N
H
o
ward
A
ve
N
Fe
n
mi ore
A
ve
N
O
a
kb
a
n
k
Dr
Devanah St
Calvin St
Groverdale St
N
He
ath
dale
A
ve
Woodcroft St
Gra
ntla
n
d
Dr
N
Arm
el Dr
E Tudor St
E Covina Blvd Covina Blvd
N
A
dl e
n
vil el A
ve
B St
E Groverdale St
C St
E Tudor St
H
St G
St
A
St
W Devanah St
W Gragmont St
N
Gle
nfin
n
a
n
A
v
e
E
G
allarn
o
Dr
N
E
d
e
nfield
A
ve
N
C
a
el ra
A
ve
N
V
ci ero
y
A
ve
R
a
n
g
er Dr
N
O
m
alle
y
A
ve
N
E
a
stb
ury
A
v
e
N
Fairvalle
y
A
v
e
372
315
247
125
278
253
123
280
362
239
368 308
88 380
320
160
235
317
221
311
142
313
305
100
224
323 329
262 265
176
198 371
158
115
153
274
90 378 200
276 204
241 243
156
272
134
251
121 127
119 106
245
168
131
104
162
255
309
228 231
132
383
148
154
233
349
146
117
364
286
327
164
333
290
171
382
249
92 144
297
167
211
294
293
175
179
94 113
173
102
182
374
213
289
151
183
258
187
215
208
185
189
325
298
191
111
354
301
237
22 9
98 303
109
282 284
138
335
350
96 353
322
226
342 373
261
206
140 219
269 271 267
359
89 91
93 95
97 99
101
103
105 107
108
110
112
114
116
120 122 124
128 126 130
133 135
137 139
141 143
145
147 149
150
152
155
157
159
161
163
165
166
169
170
172
174
177
178
180
181
184
186 188 190 192
194
195
197
199 201
203 205
207
209
210
212 214 216 218
220
225 223 222
227
230
232
234
236
238
240
242 244 246
248
250
252
254
256
257
259
260
263
264 266
268
270
273
275
277 279
281
283
285
287
288
291
292
295
296
299
300
302 304 306 307
310
312
314
316 318 319
321
324 326 330
332 334
336
338 339
341
343
345 346
348
351
352
355
356
360
363
365
367
369
370
375
381
CITY OF COVINA
SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 2
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary
N
Citru
s
A
ve
W Arrow Hwy E Arrow Hwy
N
C
errito
s
A
ve
N
H
olle
n
b
eck
A
v
e
N
C
alva
do
s
A
ve
E Section
Center St
N
Fairvalley
A
ve
N
MidsiteAve
E Newburgh
St
N
Fairvale
A
v
e
L
ark
ni Dr
C
alera
A
ve
E Covina Blvd
E Weather Rd
H
e
ath
d
ale
A
v
e
N
Rock
vale
A
ve
Woodcroft St E Laxford Rd
E Arrow Hwy
E Laxford Rd
F
St
S
Citru
s
A
v
e
N
R
a
n
g
er Dr
W Grondahl St
E Nubia St
E Covina Blvd
S
C
erri ot s
A
ve
Cedarglen
Dr
W Covina Blvd
N
Fairva
el
A
ve
E Stephanie Dr
N
Glenfinn
an
A
ve
W Grondahl St
W Tudor St
W Nubia St
E Greenhaven St
N
H
e
ath
d
a
el
A
v
e
N
P
ark
A
v
e
N
2 n
d
A
ve
N
Arm
el Dr
N
H
o
ward
A
ve
N
Fe
n
mi ore
A
ve
N
O
a
kb
a
n
k
Dr
Devanah St
W Gragmont St
Calvin St
Groverdale St
N
He
ath
dale
A
ve
Woodcroft St
W Groverdale St
Gra
ntla
n
d
Dr
N
Arm
el Dr
E Tudor St
N
Fircroft A
ve
E Covina Blvd Covina Blvd
N
A
dl e
n
vil el A
ve
B St
E Groverdale St
C St
E Tudor St
H
St G
St
A
St
W Devanah St
E
G
allarn
o
Dr
N
E
d
e
nfield
A
ve
N
C
a
el ra
A
ve
N
V
ci ero
y
A
ve
N
Alb
erts
o
n
A
ve
R
a
n
g
er Dr
N
O
m
alle
y
A
ve
N
E
a
stb
ury
A
v
e
N
Fairvalle
y
A
v
e
0.020
0.020
0.296
0.342
0.066
0.432
0.011 0.323
0.233
0.100
0.203
0.049 0.540
0.028
0.367
0.028
0.115
0.227
0.041
0.306
0.192
0.267
0.430
0.055
0.324 0.265
0.043 0.054
0.054
0.403 0.063
0.229
0.407
0.161
0.330
0.361 0.383
0.324
0.384
0.148
0.375
0.343
0.103
0.083
0.374 0.383 0.086
0.112
0.056
0.387
0.031
0.155
0.048
0.386
0.359
0.075
0.353 0.046
0.140
0.070
0.064
0.053
0.054
0.067
0.334
0.065
0.471
0.057
0.285
0.031
0.206
0.054
0.079
0.071
0.111
0.145
0.083
0.080
0.044
0.482
0.050
0.075
0.105
0.090
0.135
0.305
0.095
0.044
0.102
0.080
0.398
0.078
0.081
0.070
0.055
0.512
0.485
0.064
0.068
0.306
0.104
0.054
0.10 2
0.056
0.352
0.058
0.0 54
0.104
0.522
0.090
0.366 0.345
0.045
0.154
0.214
0.121
0.370
0.119
0.346
0.059 0.085
0.079
0.067
0.184 0.050
0.097 0.117 0.074
0.413
CITY OF COVINA
SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 2
LEGEND
Manhole
System Outlet
d/D < 0.50
0.50 < d/D < 0.64
0.64 < d/D < 0.85
0.85 < d/D
LACSD Sewer Main
Covina City Boundary
Area 2 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 100 101 99 8.000 248.604 0.007 0.963 0.055 0.913 0.906 0.640 0.617 0.610 2 102 103 101 8.000 309.276 0.005 0.956 0.044 1.052 1.047 0.640 0.711 0.706 3 104 105 103 8.000 267.110 0.002 0.752 0.031 1.039 1.037 0.640 0.702 0.700 4 106 107 108 8.000 262.802 0.016 1.110 0.086 0.786 0.770 0.640 0.531 0.515 5 109 108 110 8.000 297.413 0.020 1.310 0.090 0.905 0.884 0.640 0.611 0.591 6 111 110 112 8.000 295.060 0.026 1.357 0.102 0.861 0.835 0.640 0.582 0.556 7 113 112 114 8.000 304.317 0.229 2.538 0.305 0.836 0.607 0.640 0.565 0.336 8 115 114 116 8.000 270.260 0.238 1.903 0.388 0.553 0.315 0.640 0.374 0.136 9 117 116 118 8.000 290.585 0.339 2.099 0.471 0.556 0.217 0.640 0.376 0.037 10 119 118 120 8.000 245.115 0.346 2.809 0.383 0.822 0.476 0.640 0.555 0.210 11 121 122 120 15.000 260.845 1.356 4.415 0.298 6.387 5.031 0.750 3.502 2.146 12 123 124 122 15.000 106.598 1.347 4.437 0.296 6.447 5.100 0.750 3.535 2.188 13 125 126 124 15.000 91.438 1.346 4.422 0.296 6.419 5.073 0.750 3.520 2.173 14 127 120 128 15.000 256.063 1.711 4.088 0.374 5.246 3.535 0.750 2.876 1.166 15 129 128 130 15.000 275.503 1.720 3.958 0.384 5.007 3.287 0.750 2.745 1.025 16 131 130 89 15.000 280.161 1.730 3.947 0.387 4.978 3.248 0.750 2.729 1.000 17 132 133 91 8.000 279.813 0.048 1.631 0.140 0.851 0.802 0.640 0.575 0.526 18 134 135 133 8.000 272.438 0.025 1.303 0.103 0.825 0.801 0.640 0.558 0.533 19 136 137 135 8.000 151.180 0.002 0.590 0.028 0.859 0.858 0.640 0.581 0.579 20 138 139 118 8.000 352.587 0.005 0.965 0.045 1.039 1.034 0.640 0.702 0.697 21 140 141 116 8.000 361.427 0.096 2.185 0.184 0.964 0.867 0.640 0.651 0.555 22 142 143 141 8.000 266.365 0.092 1.967 0.192 0.847 0.755 0.640 0.573 0.481 23 144 145 143 8.000 267.104 0.012 0.841 0.083 0.611 0.599 0.640 0.413 0.401 24 146 147 145 8.000 241.988 0.007 0.725 0.065 0.612 0.605 0.640 0.414 0.407 25 148 149 150 8.000 237.309 0.007 0.721 0.064 0.618 0.612 0.640 0.418 0.411 26 151 150 152 8.000 275.078 0.010 0.779 0.081 0.574 0.564 0.640 0.388 0.378 27 153 152 143 8.000 248.777 0.079 2.174 0.161 1.040 0.961 0.640 0.703 0.624 28 154 155 114 8.000 262.647 0.005 0.728 0.053 0.708 0.703 0.640 0.479 0.474 29 156 157 112 8.000 273.486 0.198 1.660 0.375 0.491 0.293 0.640 0.332 0.134 30 158 159 157 8.000 259.127 0.193 3.197 0.229 1.240 1.047 0.640 0.838 0.646 31 160 161 159 8.000 191.181 0.152 2.549 0.227 0.994 0.842 0.640 0.672 0.520 32 162 163 161 8.000 213.607 0.072 2.103 0.155 1.030 0.957 0.640 0.696 0.624 33 164 165 166 8.000 290.133 0.002 0.768 0.031 1.064 1.062 0.640 0.719 0.717 34 167 166 99 8.000 303.094 0.005 0.971 0.044 1.063 1.057 0.640 0.718 0.713 35 168 169 170 8.000 246.623 0.005 0.709 0.056 0.661 0.655 0.640 0.447 0.441 36 171 170 172 8.000 301.967 0.011 0.854 0.079 0.640 0.629 0.640 0.433 0.422 37 173 172 174 8.000 310.315 0.016 0.948 0.095 0.631 0.615 0.640 0.427 0.411 38 175 174 133 8.000 302.822 0.020 1.026 0.105 0.639 0.619 0.640 0.432 0.412 39 176 177 178 8.000 273.870 0.005 0.687 0.054 0.657 0.652 0.640 0.444 0.439 40 179 180 181 8.000 308.799 0.016 1.017 0.090 0.701 0.685 0.640 0.474 0.458 41 182 181 135 8.000 312.182 0.021 1.100 0.102 0.697 0.677 0.640 0.471 0.451 42 183 184 89 8.000 334.623 0.007 0.613 0.070 0.497 0.491 0.640 0.336 0.330 43 185 186 130 8.000 314.317 0.007 0.746 0.064 0.637 0.630 0.640 0.431 0.424 44 187 188 128 8.000 292.931 0.007 0.956 0.055 0.901 0.894 0.640 0.609 0.602 Date: Friday, July 10, 2020, Time: 17:40:25, Page 1 Page 283 of 1383 Area 2 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
45 189 190 120 8.000 290.851 0.007 0.707 0.068 0.580 0.573 0.640 0.392 0.385 46 191 192 122 8.000 290.436 0.008 1.044 0.054 1.003 0.996 0.640 0.678 0.671 47 193 194 195 8.000 275.720 0.006 0.842 0.054 0.804 0.798 0.640 0.544 0.537 48 196 197 195 8.000 199.863 0.005 0.990 0.042 1.114 1.109 0.640 0.753 0.748 49 198 199 195 12.000 267.604 1.296 4.375 0.403 2.807 1.511 0.640 1.897 0.601 50 200 201 199 12.000 225.346 1.286 4.654 0.383 3.064 1.778 0.640 2.071 0.785 51 202 203 201 12.000 264.314 1.276 4.555 0.386 2.984 1.708 0.640 2.017 0.741 52 204 205 203 10.000 244.944 0.783 4.361 0.364 2.045 1.262 0.640 1.382 0.600 53 206 207 205 8.000 349.215 0.008 0.806 0.067 0.671 0.663 0.640 0.454 0.446 54 208 210 209 10.000 300.458 0.754 2.874 0.485 1.175 0.420 0.640 0.794 0.040 55 211 212 210 10.000 292.778 0.750 2.884 0.482 1.182 0.433 0.640 0.799 0.049 56 213 214 212 10.000 358.741 0.749 3.701 0.398 1.659 0.910 0.640 1.122 0.372 57 215 216 214 10.000 291.386 0.746 2.654 0.512 1.060 0.314 0.640 0.717 -0.029 58 217 218 216 8.000 39.530 0.739 5.118 0.432 1.411 0.672 0.640 0.954 0.215 59 219 220 216 8.000 345.000 0.004 0.566 0.050 0.567 0.563 0.640 0.383 0.379 60 221 222 223 8.000 225.564 0.004 0.841 0.041 0.960 0.956 0.640 0.649 0.645 61 224 223 225 8.000 225.078 0.008 1.122 0.053 1.087 1.079 0.640 0.735 0.727 62 226 225 227 10.000 308.062 0.480 2.870 0.346 1.383 0.902 0.640 0.935 0.454 63 228 227 203 10.000 306.470 0.485 2.817 0.353 1.342 0.857 0.640 0.907 0.422 64 229 230 203 8.000 323.882 0.007 1.007 0.054 0.967 0.960 0.640 0.654 0.646 65 231 232 230 8.000 268.775 0.003 0.529 0.046 0.563 0.560 0.640 0.380 0.377 66 233 234 201 8.000 290.537 0.007 0.678 0.067 0.561 0.555 0.640 0.379 0.373 67 235 236 201 8.000 161.942 0.003 1.031 0.031 1.412 1.409 0.640 0.954 0.951 68 237 238 199 8.000 293.811 0.007 0.801 0.058 0.730 0.724 0.640 0.494 0.487 69 239 240 199 8.000 113.122 0.004 1.010 0.033 1.324 1.321 0.640 0.895 0.892 70 241 242 152 8.000 260.788 0.065 2.018 0.148 1.019 0.954 0.640 0.689 0.624 71 243 244 242 8.000 278.084 0.040 1.658 0.121 0.946 0.906 0.640 0.640 0.600 72 245 246 244 8.000 255.285 0.027 1.238 0.112 0.742 0.716 0.640 0.502 0.475 73 247 248 246 8.000 103.405 0.001 0.728 0.020 1.348 1.347 0.640 0.911 0.910 74 249 250 242 8.000 254.507 0.021 0.971 0.111 0.584 0.563 0.640 0.395 0.374 75 251 252 250 8.000 261.101 0.017 1.245 0.083 0.905 0.888 0.640 0.611 0.594 76 253 254 252 8.000 148.377 0.013 1.268 0.066 1.064 1.051 0.640 0.719 0.706 77 255 256 257 8.000 264.825 0.005 0.886 0.048 0.912 0.906 0.640 0.616 0.611 78 258 259 260 8.000 312.937 0.005 0.625 0.057 0.578 0.573 0.640 0.390 0.386 79 261 260 244 8.000 339.959 0.009 0.740 0.079 0.554 0.545 0.640 0.375 0.365 80 262 263 264 8.000 251.916 0.003 0.495 0.043 0.547 0.545 0.640 0.370 0.367 81 265 264 266 8.000 249.820 0.004 0.573 0.054 0.550 0.546 0.640 0.372 0.367 82 267 266 268 8.000 401.320 0.008 0.707 0.074 0.552 0.543 0.640 0.373 0.365 83 269 268 270 8.000 360.707 0.015 0.887 0.097 0.582 0.566 0.640 0.393 0.378 84 271 270 246 8.000 406.804 0.021 0.940 0.117 0.548 0.526 0.640 0.370 0.349 85 272 273 225 10.000 256.642 0.466 2.820 0.343 1.365 0.898 0.640 0.922 0.456 86 274 275 273 10.000 231.874 0.452 2.877 0.330 1.420 0.968 0.640 0.960 0.508 87 276 277 275 10.000 231.871 0.437 2.850 0.324 1.420 0.983 0.640 0.960 0.523 88 278 279 277 10.000 84.079 0.421 2.559 0.342 1.241 0.819 0.640 0.839 0.417 Date: Friday, July 10, 2020, Time: 17:40:25, Page 2 Page 284 of 1383 Area 2 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
89 280 281 279 10.000 87.264 0.420 2.763 0.323 1.381 0.960 0.640 0.933 0.513 90 282 283 281 8.000 350.433 0.420 3.639 0.366 1.090 0.669 0.640 0.737 0.316 91 284 285 283 8.000 320.133 0.377 3.533 0.345 1.091 0.713 0.640 0.737 0.360 92 286 287 288 8.000 259.574 0.008 0.961 0.057 0.885 0.877 0.640 0.598 0.590 93 289 288 277 8.000 345.562 0.014 1.090 0.078 0.824 0.810 0.640 0.557 0.543 94 290 291 292 8.000 248.181 0.007 0.961 0.054 0.919 0.912 0.640 0.621 0.614 95 293 292 275 8.000 340.492 0.012 1.045 0.075 0.808 0.796 0.640 0.546 0.534 96 294 295 296 8.000 226.948 0.007 1.078 0.050 1.084 1.077 0.640 0.733 0.726 97 297 296 273 8.000 358.571 0.012 0.943 0.080 0.697 0.685 0.640 0.471 0.459 98 298 299 300 8.000 316.086 0.017 0.902 0.104 0.566 0.548 0.640 0.382 0.365 99 301 302 300 8.000 301.207 0.430 3.918 0.352 1.197 0.767 0.640 0.809 0.379 100 303 304 302 8.000 345.841 0.390 2.116 0.522 0.537 0.147 0.640 0.363 -0.027 101 305 307 306 8.000 309.330 0.295 2.054 0.430 0.567 0.273 0.640 0.384 0.089 102 308 300 218 8.000 144.972 0.447 2.324 0.540 0.581 0.134 0.640 0.393 -0.054 103 309 310 218 8.000 289.952 0.292 2.584 0.359 0.781 0.489 0.640 0.528 0.236 104 311 312 310 8.000 254.168 0.215 2.372 0.306 0.781 0.566 0.640 0.528 0.313 105 313 314 312 8.000 223.248 0.164 2.190 0.267 0.777 0.614 0.640 0.526 0.362 106 315 316 314 8.000 42.558 0.042 1.471 0.137 0.777 0.735 0.640 0.525 0.483 107 317 318 319 8.000 177.251 0.022 1.356 0.093 0.913 0.891 0.640 0.617 0.595 108 320 319 321 8.000 105.871 0.030 1.364 0.115 0.803 0.773 0.640 0.543 0.512 109 322 321 314 8.000 342.333 0.043 1.847 0.119 1.066 1.022 0.640 0.720 0.677 110 323 324 285 8.000 281.772 0.335 3.419 0.324 1.090 0.755 0.640 0.737 0.402 111 325 326 324 8.000 240.872 0.301 3.318 0.306 1.091 0.790 0.640 0.738 0.437 112 327 328 326 8.000 282.956 0.262 3.188 0.285 1.091 0.829 0.640 0.737 0.476 113 329 330 328 8.000 222.141 0.227 3.060 0.265 1.091 0.864 0.640 0.737 0.510 114 331 332 330 8.000 156.248 0.175 2.835 0.233 1.087 0.912 0.640 0.735 0.560 115 333 334 332 8.000 312.797 0.137 2.642 0.206 1.090 0.954 0.640 0.737 0.600 116 335 336 334 8.000 319.982 0.076 2.215 0.154 1.089 1.013 0.640 0.736 0.660 117 337 338 339 8.000 95.214 0.000 0.299 0.011 0.795 0.795 0.640 0.538 0.537 118 340 339 341 8.000 65.667 0.000 0.268 0.020 0.495 0.494 0.640 0.334 0.334 119 342 341 343 8.000 305.484 0.007 0.785 0.059 0.709 0.702 0.640 0.479 0.472 120 344 345 346 8.000 148.799 0.029 1.609 0.100 1.036 1.007 0.640 0.701 0.671 121 347 346 348 8.000 103.405 0.244 4.807 0.203 2.000 1.756 0.640 1.352 1.108 122 349 348 307 8.000 245.339 0.272 2.665 0.334 0.837 0.565 0.640 0.566 0.294 123 350 351 352 8.000 352.302 0.121 2.203 0.214 0.888 0.767 0.640 0.600 0.480 124 353 352 346 8.000 386.540 0.209 1.780 0.370 0.530 0.321 0.640 0.358 0.149 125 354 355 356 8.000 259.653 0.006 0.771 0.056 0.723 0.717 0.640 0.489 0.483 126 359 360 126 12.000 445.577 1.346 4.398 0.413 2.788 1.442 0.640 1.884 0.538 127 361 195 360 12.000 315.547 1.308 4.362 0.407 2.787 1.479 0.640 1.884 0.576 128 362 363 254 8.000 113.568 0.001 0.548 0.024 0.898 0.897 0.640 0.607 0.606 129 364 365 209 8.000 280.728 0.016 1.425 0.071 1.140 1.124 0.640 0.770 0.755 130 366 367 365 8.000 160.948 0.005 0.990 0.042 1.115 1.110 0.640 0.754 0.749 131 368 369 370 8.000 139.575 0.004 0.648 0.049 0.661 0.657 0.640 0.447 0.443 132 371 370 365 8.000 246.888 0.007 0.752 0.063 0.648 0.641 0.640 0.438 0.431 Date: Friday, July 10, 2020, Time: 17:40:26, Page 3 Page 285 of 1383 Area 2 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
133 372 306 304 8.000 69.111 0.301 2.074 0.434 0.570 0.269 0.640 0.386 0.084 134 373 343 345 8.000 395.699 0.013 0.877 0.085 0.624 0.612 0.640 0.422 0.409 135 374 356 375 8.000 345.337 0.011 0.850 0.080 0.629 0.618 0.640 0.425 0.414 136 378 209 205 10.000 252.742 0.773 4.352 0.361 2.049 1.277 0.640 1.385 0.613 137 379 375 345 8.000 289.471 0.016 1.352 0.075 1.043 1.027 0.640 0.705 0.689 138 380 381 375 8.000 123.619 0.002 0.769 0.028 1.131 1.129 0.640 0.765 0.763 139 382 178 180 8.000 261.628 0.010 0.947 0.071 0.762 0.751 0.640 0.515 0.505 140 383 257 254 8.000 281.468 0.010 0.957 0.070 0.776 0.766 0.640 0.525 0.514 141 88 89 384 15.000 149.942 1.822 4.467 0.367 5.788 3.966 0.750 3.174 1.352 142 90 91 89 8.000 216.943 0.085 1.584 0.211 0.644 0.559 0.640 0.435 0.350 143 92 93 91 8.000 323.304 0.033 1.059 0.145 0.541 0.509 0.640 0.366 0.333 144 94 95 93 8.000 308.143 0.029 1.039 0.135 0.555 0.525 0.640 0.375 0.346 145 96 97 95 8.000 317.775 0.024 0.994 0.121 0.569 0.545 0.640 0.384 0.361 146 98 99 97 8.000 321.801 0.017 0.902 0.104 0.567 0.550 0.640 0.384 0.366 Date: Friday, July 10, 2020, Time: 17:40:26, Page 4 Page 286 of 1383 Area 2 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio Replacement Cost($)
Parallel Diameter/Depth
(in)
Parallel Velocity
(ft/s)
1 100 0.500
2 102 0.500
3 104 0.500
4 106 0.500
5 109 0.500
6 111 0.500
7 113 0.500 0.000 0.000 0.000 0.000 0.000 0.000
8 115 0.500
9 117 0.500 0.000 0.000 0.000 0.000 0.000 0.000
10 119 0.500 0.000 0.000 0.000 0.000 0.000 0.000
11 121 0.500 0.000 0.000 0.000 0.000 0.000 0.000
12 123 0.500 0.000 0.000 0.000 0.000 0.000 0.000
13 125 0.500 0.000 0.000 0.000 0.000 0.000 0.000
14 127 0.500 0.000 0.000 0.000 0.000 0.000 0.000
15 129 0.500 0.000 0.000 0.000 0.000 0.000 0.000
16 131 0.500 0.000 0.000 0.000 0.000 0.000 0.000
17 132 0.500
18 134 0.500
19 136 0.500
20 138 0.500
21 140 0.500 0.000 0.000 0.000 0.000 0.000 0.000
22 142 0.500
23 144 0.500
24 146 0.500
25 148 0.500
26 151 0.500
27 153 0.500 0.000 0.000 0.000 0.000 0.000 0.000
28 154 0.500
29 156 0.500
30 158 0.500 0.000 0.000 0.000 0.000 0.000 0.000
31 160 0.500 0.000 0.000 0.000 0.000 0.000 0.000
32 162 0.500 0.000 0.000 0.000 0.000 0.000 0.000
33 164 0.500
34 167 0.500
35 168 0.500
36 171 0.500
37 173 0.500
38 175 0.500
39 176 0.500
40 179 0.500
41 182 0.500
42 183 0.500
43 185 0.500
44 187 0.500
Date: Friday, July 10, 2020, Time: 17:40:26, Page 5 Page 287 of 1383 Area 2 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio Replacement Cost($)
Parallel Diameter/Depth
(in)
Parallel Velocity
(ft/s)
45 189 0.500
46 191 0.500
47 193 0.500
48 196 0.500
49 198 0.500 0.000 0.000 0.000 0.000 0.000 0.000
50 200 0.500 0.000 0.000 0.000 0.000 0.000 0.000
51 202 0.500 0.000 0.000 0.000 0.000 0.000 0.000
52 204 0.500 0.000 0.000 0.000 0.000 0.000 0.000
53 206 0.500
54 208 0.500 0.000 0.000 0.000 0.000 0.000 0.000
55 211 0.500 0.000 0.000 0.000 0.000 0.000 0.000
56 213 0.500 0.000 0.000 0.000 0.000 0.000 0.000
57 215 0.500 0.000 0.000 0.000 0.000 0.000 0.000
58 217 0.500 0.000 0.000 0.000 0.000 0.000 0.000
59 219 0.500
60 221 0.500
61 224 0.500
62 226 0.500 0.000 0.000 0.000 0.000 0.000 0.000
63 228 0.500 0.000 0.000 0.000 0.000 0.000 0.000
64 229 0.500
65 231 0.500
66 233 0.500
67 235 0.500
68 237 0.500
69 239 0.500
70 241 0.500 0.000 0.000 0.000 0.000 0.000 0.000
71 243 0.500
72 245 0.500
73 247 0.500
74 249 0.500
75 251 0.500
76 253 0.500
77 255 0.500
78 258 0.500
79 261 0.500
80 262 0.500
81 265 0.500
82 267 0.500
83 269 0.500
84 271 0.500
85 272 0.500 0.000 0.000 0.000 0.000 0.000 0.000
86 274 0.500 0.000 0.000 0.000 0.000 0.000 0.000
87 276 0.500 0.000 0.000 0.000 0.000 0.000 0.000
88 278 0.500 0.000 0.000 0.000 0.000 0.000 0.000
Date: Friday, July 10, 2020, Time: 17:40:26, Page 6 Page 288 of 1383 Area 2 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio Replacement Cost($)
Parallel Diameter/Depth
(in)
Parallel Velocity
(ft/s)
89 280 0.500 0.000 0.000 0.000 0.000 0.000 0.000
90 282 0.500 0.000 0.000 0.000 0.000 0.000 0.000
91 284 0.500 0.000 0.000 0.000 0.000 0.000 0.000
92 286 0.500
93 289 0.500
94 290 0.500
95 293 0.500
96 294 0.500
97 297 0.500
98 298 0.500
99 301 0.500 0.000 0.000 0.000 0.000 0.000 0.000
100 303 0.500 0.000 0.000 0.000 0.000 0.000 0.000
101 305 0.500 0.000 0.000 0.000 0.000 0.000 0.000
102 308 0.500 0.000 0.000 0.000 0.000 0.000 0.000
103 309 0.500 0.000 0.000 0.000 0.000 0.000 0.000
104 311 0.500 0.000 0.000 0.000 0.000 0.000 0.000
105 313 0.500 0.000 0.000 0.000 0.000 0.000 0.000
106 315 0.500
107 317 0.500
108 320 0.500
109 322 0.500
110 323 0.500 0.000 0.000 0.000 0.000 0.000 0.000
111 325 0.500 0.000 0.000 0.000 0.000 0.000 0.000
112 327 0.500 0.000 0.000 0.000 0.000 0.000 0.000
113 329 0.500 0.000 0.000 0.000 0.000 0.000 0.000
114 331 0.500 0.000 0.000 0.000 0.000 0.000 0.000
115 333 0.500 0.000 0.000 0.000 0.000 0.000 0.000
116 335 0.500 0.000 0.000 0.000 0.000 0.000 0.000
117 337 0.500
118 340 0.500
119 342 0.500
120 344 0.500
121 347 0.500 0.000 0.000 0.000 0.000 0.000 0.000
122 349 0.500 0.000 0.000 0.000 0.000 0.000 0.000
123 350 0.500 0.000 0.000 0.000 0.000 0.000 0.000
124 353 0.500
125 354 0.500
126 359 0.500 0.000 0.000 0.000 0.000 0.000 0.000
127 361 0.500 0.000 0.000 0.000 0.000 0.000 0.000
128 362 0.500
129 364 0.500
130 366 0.500
131 368 0.500
132 371 0.500
Date: Friday, July 10, 2020, Time: 17:40:26, Page 7 Page 289 of 1383 Area 2 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio Replacement Cost($)
Parallel Diameter/Depth
(in)
Parallel Velocity
(ft/s)
133 372 0.500 0.000 0.000 0.000 0.000 0.000 0.000
134 373 0.500
135 374 0.500
136 378 0.500 0.000 0.000 0.000 0.000 0.000 0.000
137 379 0.500
138 380 0.500
139 382 0.500
140 383 0.500
141 88 0.500 0.000 0.000 0.000 0.000 0.000 0.000
142 90 0.500
143 92 0.500
144 94 0.500
145 96 0.500
146 98 0.500
Date: Friday, July 10, 2020, Time: 17:40:26, Page 8 Page 290 of 1383 Area 2 Output
ID Parallel d/D Ratio Parallel Cost
($)
1 100
2 102
3 104
4 106
5 109
6 111
7 113 0.000 0.000
8 115
9 117 0.000 0.000
10 119 0.000 0.000
11 121 0.000 0.000
12 123 0.000 0.000
13 125 0.000 0.000
14 127 0.000 0.000
15 129 0.000 0.000
16 131 0.000 0.000
17 132
18 134
19 136
20 138
21 140 0.000 0.000
22 142
23 144
24 146
25 148
26 151
27 153 0.000 0.000
28 154
29 156
30 158 0.000 0.000
31 160 0.000 0.000
32 162 0.000 0.000
33 164
34 167
35 168
36 171
37 173
38 175
39 176
40 179
41 182
42 183
43 185
44 187
Date: Friday, July 10, 2020, Time: 17:40:26, Page 9 Page 291 of 1383 Area 2 Output
ID Parallel d/D Ratio Parallel Cost
($)
45 189
46 191
47 193
48 196
49 198 0.000 0.000
50 200 0.000 0.000
51 202 0.000 0.000
52 204 0.000 0.000
53 206
54 208 0.000 0.000
55 211 0.000 0.000
56 213 0.000 0.000
57 215 0.000 0.000
58 217 0.000 0.000
59 219
60 221
61 224
62 226 0.000 0.000
63 228 0.000 0.000
64 229
65 231
66 233
67 235
68 237
69 239
70 241 0.000 0.000
71 243
72 245
73 247
74 249
75 251
76 253
77 255
78 258
79 261
80 262
81 265
82 267
83 269
84 271
85 272 0.000 0.000
86 274 0.000 0.000
87 276 0.000 0.000
88 278 0.000 0.000
Date: Friday, July 10, 2020, Time: 17:40:26, Page 10 Page 292 of 1383 Area 2 Output
ID Parallel d/D Ratio Parallel Cost
($)
89 280 0.000 0.000
90 282 0.000 0.000
91 284 0.000 0.000
92 286
93 289
94 290
95 293
96 294
97 297
98 298
99 301 0.000 0.000
100 303 0.000 0.000
101 305 0.000 0.000
102 308 0.000 0.000
103 309 0.000 0.000
104 311 0.000 0.000
105 313 0.000 0.000
106 315
107 317
108 320
109 322
110 323 0.000 0.000
111 325 0.000 0.000
112 327 0.000 0.000
113 329 0.000 0.000
114 331 0.000 0.000
115 333 0.000 0.000
116 335 0.000 0.000
117 337
118 340
119 342
120 344
121 347 0.000 0.000
122 349 0.000 0.000
123 350 0.000 0.000
124 353
125 354
126 359 0.000 0.000
127 361 0.000 0.000
128 362
129 364
130 366
131 368
132 371
Date: Friday, July 10, 2020, Time: 17:40:27, Page 11 Page 293 of 1383 Area 2 Output
ID Parallel d/D Ratio Parallel Cost
($)
133 372 0.000 0.000
134 373
135 374
136 378 0.000 0.000
137 379
138 380
139 382
140 383
141 88 0.000 0.000
142 90
143 92
144 94
145 96
146 98
Date: Friday, July 10, 2020, Time: 17:40:27, Page 12 Page 294 of 1383 Area 2 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
364
378
204
202
200
198
361
359
125
123
121
127
129
131
88 365
209
205
203
201
199
195
360
126124
122
120
128
130 89
384
511.0
516.4
521.8
527.2
532.6
538.0
543.4
548.8
554.2
559.6
565.0
0.0 371.7 743.4 1115.1 1486.8 1858.5 2230.2 2601.9 2973.6 3345.3 3717.0
Unincorporated
Unincorporated
Azusa Unincorporated
Glendora
Unincorporated
Unincorporated
E San Bernardino Rd
E Edna Pl
Southern Pacific RR
W Edna Pl
W Arrow Hwy E Arrow Hwy
N Hollenbeck Ave
N Calvados Ave
N Enid Ave
N Citrus Ave S Citrus Ave
E Front St
S Barranca Ave
E Section Center St
E Cypress St E Cypress St
Baranca Ave
N Oakbank Dr
N Fairvalley Ave
N Azusa Ave
Va el nc ai Pl
N Fircroft Ave
W Clovermead St
N Baranca Ave
W Edna Pl
W Cypress St
N Conwell Ave
N Fairva el Ave
Larkin Dr
E Tudor St
N Vogue Ave
Calera Ave
N Larkin Dr
Woodcroft
St
E Covina Blvd
Leton Ave
N 3rd Ave
N Lark Ellen Ave
N Traymore Ave
E Cypress St
E Arrow Hwy
E Benbow St
N Ca vl ados Ave
N Vogue Ave
E Queenside Dr
N Citrus Ave
E Benbow St
E Benwood St
N Park Ave
E Clovermead St
N Cabernet Dr
Grondahl St
F St
N 1st Ave
W Grondahl St
E Nubia St
E Covina Blvd
E Bellbrook St
W Arrow Hwy
N Homerest Ave
W Covina Blvd
Homerest Ave
S Cerri ot s Ave
Vintage Walk
Pershing Ct
N Rinard
Ave
W Covina Blvd
E Stephanie Dr
Leaf Ave
W Edna Pl
Curt si Ave
W Grondahl St
W Tudor St
Homerest Ave
W Nubia St
State Route 39
Palland Ln
N 2nd Ave
N Chardonnay Dr
E Tudor St
NLark
EllenLn
Vogue Ave
N Fen mi ore Ave
Traymore Ave
W Alcross St
W Front St W Front St
E Benbow St
N Cerri ot s Ave
W Bridger St
Devanah St
E Griswold Rd
W Gragmont St
Brookport St
Calvin St
Groverdale St
N Heathdale Ave
Lark Ellen Ave
Kelby St
E Arrow Hwy
W Groverdale St
Brookport St
E Edna Pl
N Armel Dr
W Benwood St
E Benbow St
E Tudor St
N Fircroft Ave
N Calera Ave
E Covina Blvd
Larkin Dr
Queenside Dr
Covina Blvd
N Rimsdale Ave
N A dl envil el Ave
N En di Ave
N Howard Ave
Woodcroft
St
N Barranca
Ave
N Hollenbeck Ave
E Brookport St
Fredkin Dr
E Millburgh
Ave
N E sl pe ht Wy
Vogue Ave
N Hollenbeck Ave
Park Ave
N 2nd Ave
Howard Ave
N Heathdale Ave
N Curtis Ave
Dover Rd
Hyacinth Ave
W Golden Grove Wy
W Arrow Hwy
W Cypress St
N Barranca Ave
N Houser Dr
E Greenhaven St
N Baranca Ave
W Pershing Ct
E Kelby St
B St
N Banewell Ave
C St
Leaf Ave
S Lark Ellen Ave
E Bellbrook St
Masline St
N Fairvalley Ave E Bellbrook St
H St G St
A St
Millburgh Rd
W Devanah St
E Hurst St
S Azusa Ave
N M di si et Ave
NWaterburyAve
Arrow Hwy
W Bygrove St
W Gragmont St
Golden Grove Wy
N Glenfinnan Ave
E Nubia St
W Alcross St
Devanah St
Bygrove St
Gragmont St
W Benbow St
Kingside Dr
E Groverdale St
E Edna Pl
Alcross St
Conwell Ave
N Edenfield Ave
W Geneva Pl
E Groverdale St
W Front St
Coolfield Dr
N Duxford Ave
N Ca el ra Ave
N Viceroy Ave
N Albertson Ave
N Armel Dr
N Eastbury Ave
N Midsite Ave
Reed St
Ranger Dr
E Benwood St
N V ci eroy Ave
N Edenf ei dl Ave
N Citrus
W Griswold Rd
W Chester Rd
N Cedar Dr
N 4 ht Ave
N G el nf ni nan Ave
N Fen mi ore Ave
N 5th Ave
N Omalley Ave
N Eastbury Ave
W Greenhaven St
631
535
599
160
20 192
16 19
629
428
402
253
517
439
77 649
640
388
393
449
343
639
43 290
145
196
112
135
657
654
225
45 328
427
626
411
395
26 94
277 288
537
103
33 391
110
68 540 323
445
321
460
107
249
6 443
425
194
236
243 319
606
18 155
170 638
3 491 67
153
464
447
644
641
175
376
75 255
647
72 326
8 364
60 548
400
302
58 531
305
346
373 370
292
307
546
554
22 628
137
506
89 273
300
105
70 248
380
21 561
83 215
329
184
206
179
247
183
186
181
559
487
519 513
452
421
454
120
213
379
162
282
415
190
63 601
423
515
129
12 334
199
312
14 56
10 79
188
417
39 48
418
479
316
41 511
232
467
269
544
314
35 523
576
286
233
490
222
557
383
118
116
494
244
114
81 477
310
338
473
404
463
437
412
202
52 125
441
263
621
406
588 17
208
294
471
37 356
93 562
652
50 433
28 565
140
577
431
495
580
613
521 211
259
350
435
275
615
354
643
642 341
598
348
485
608
24 352 85
592
54 251
585
360 623
15 456
590
582
387
227
13 569
298
384
1 611
31 265
575 567
584
90 280
99 508
529
97 610
358
131
66 527
573
271
409
149
64 501
87 164
603
133
458
257
480
230
362
646
374
617
147
468
4 618
284
504
500
95 474
204
267
235
636
633
498
102
397
596
483
172 331
525
625
594
571
127
168
219
240
238
166
336
637
5 3 2 198 9 7 11 13
17 15 19
23 21
25 32 30 29
34 36 38 40 42
44 46 47
49 51
53 55 57 59
62 61
65 67
69 71 74 73
76 78
80 82 84
86 88
91 92
96 98 100
101
104
106
108
109
111
113 115
117
10 119
121
122 124 128 126
130 132 134 136
138
139 143 141
144 146
148 150
152
154 156 158
159
161
163
165
167
171 169
173 174
176
178
180
182 185
187
189
195 193 197
200
201
203
205
207
209
210
212
214
216
218
220
221
223 224
228 226
229
231
234
237
239
245 242 241 246
250 252
254 256 258 260
262
264
266
268
270
272
274
278 279
281
283
285
287
289
291
293
295
297 299
301
303 306 304 308
309 311
313
315
317 320
322
324
325
327
330
332 333 335
337 339
340
342
345 344 347
349
351
353 355 357 359
361
363 365
366
369
371
372
375 377
378
381
382
385
386
389
390
392
394
396
398
399
401
403
405
407
408
410
413
414
416
419
420
422
424
426
429 430
432
434
436
438
442 440 444
446
448
450 451
453 455 457 459
462 461
466 465
469
470
472
475
476
478
481
482
484
489 488 486
493 492
499 497 496
502
503 505
507
509 510
514 512 518 516
522 520
524
526
528 530
532
534
536
539 541
543
545
547 549
550
553
555
556
558
560
574 572 570 568 566 564 563
583 581 579 578
597 595 593 591 589 587 586
600
602
604
607 609
612 614 616
620 622
624
627
630 632 634
645
648
651
653
655
656
14 12 16
CITY OF COVINA
SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ AREA 3
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary
Unincorporated
Unincorporated
Unincorporated
Azusa
Glendora
Unincorporated
Unincorporated
E Edna Pl
E Benbow St
N Enid Ave
N Citrus Ave S Citrus Ave
Southern Pacific RR
W Edna Pl
W Arrow Hwy E Arrow Hwy
N Hollenbeck Ave
N Ca vl ados Ave
N Oakbank Dr
E Front St
S Barranca Ave
E Section Center St
E San Bernardino Rd
E Cypress St E Cypress St
Baranca Ave
N Fairvalley Ave
Woodcroft
St
N Azusa Ave
Va el nc ai Pl
N Fircroft Ave
W Clovermead St
W Edna Pl
W Cypress St
N Conwell Ave
N Fairva el Ave
Larkin Dr
E Tudor St
N Vogue Ave
Calera Ave
E Covina Blvd
N Baranca Ave
Leton Ave
N Larkin Dr
N Traymore Ave
E Arrow Hwy
N Ca vl ados Ave
E Queenside Dr
N Citrus Ave
N Park Ave
E Clovermead St
Grondahl St
F St
N 3rd Ave
N Lark Ellen Ave
Br ai rga et
Ln
N 1st Ave
N Vogue Ave
Homerest Ave
E Cypress St
E Benbow St
W Grondahl St E Nubia St
E Covina Blvd
E Benwood St
N Homerest Ave
W Covina Blvd
S Cerri ot s Ave
Bridger St
E Bellbrook St
W Arrow Hwy
Vintage
N
Walk Cabernet Dr
Pershing Ct
N Rinard
Ave
W Covina Blvd
E Stephanie Dr
Leaf Ave
W Edna Pl
Curt si Ave
W Grondahl St
W Tudor St
Homerest Ave
W Nubia St
State Route 39
Palland Ln
N 2nd Ave
N Chardonnay Dr
E Tudor St
Vogue Ave
E Brookport St
N Fen mi ore Ave
NLark
EllenLn
Traymore Ave
Edenf ei dl Ave
Ca el ra Ave
W Alcross St
W Front St W Front St
E Benbow St
N Cerri ot s Ave
W Bridger St
Devanah St
E Griswold Rd
W Gragmont St
Brookport St
Calvin St
Groverdale St
N Heathdale Ave
Lark Ellen Ave
Kelby St
E Arrow Hwy
W Groverdale St
Brookport St
E Edna Pl
N Armel Dr
W Benwood St
E Benbow St
E Tudor St
N Fircroft Ave
N Calera Ave
E Covina Blvd
Larkin Dr
Queenside Dr
Covina Blvd
N Hol el nbeck Ave
N Rimsdale Ave
N A dl envil el Ave
N Barranca
Ave
N En di Ave
E Cypress St
N Howard Ave
Woodcroft
St
E Brookport St
Fredkin Dr
E Millburgh
Ave
Vogue Ave
N E sl peth Wy
N Heathdale Ave
Hyacinth Ave
W Golden Grove Wy
W Arrow Hwy
W Cypress St
N Barranca Ave
N Hollenbeck Ave
Park Ave
N 2nd Ave
E Greenhaven St
Howard Ave
N Curtis Ave
Dover Rd
N Baranca Ave
W Pershing Ct
N Houser Dr
E Kelby St
N Banewell Ave
B St
Leaf Ave
C St
S Lark Ellen Ave
E Bellbrook St
Masline St
N Fairvalley Ave
E Bellbrook St
H St G St
A St
Millburgh Rd
W Devanah St
E Hurst St
S Azusa Ave
N M di si et Ave
NWaterburyAve
Arrow Hwy
W Bygrove St
W Gragmont St
Golden Grove Wy
N Glenfinnan Ave
E Nubia St
W Alcross St
Devanah St
Bygrove St
Gragmont St
W Benbow St
Kingside Dr
E Groverdale St
E Edna Pl
Alcross St
Conwell Ave
N Edenfield Ave
W Geneva Pl
E Groverdale St
W Front St
Coolfield Dr
N Duxford Ave
N Calera Ave
N Viceroy Ave
N Albertson Ave
N Armel Dr
N Eastbury Ave
N Midsite Ave
Reed St
Ranger Dr
E Benwood St
N V ci eroy Ave
N Edenf ei dl Ave
N Citru
W Griswold Rd s
W Chester Rd
N Cedar Dr
N 4 ht Ave
N G el nf ni nan Ave
N Fen mi ore Ave
N 5th Ave
N Omalley Ave
N Eastbury Ave
W Greenhaven St
0.722
0.190
0.080
0.213
0.107
0.421
0.029
0.101
0.387
0.282
0.086
0.103
0.025
0.076
0.065
0.119
0.242
0.504
0.792
0.021
0.077
0.709
0.102
0.038
0.051
0.046
0.526
0.088
0.167
0.039
0.099
0.653
0.140
0.041
0.389 0.214
0.454
0.274
0.068
0.081
0.124
0.036
0 0.232 .044
0.438
0.036
0.041
0.166
0.433
0.487
0.387
0.162
0.727
0.056
0.052 0.037
0.061
0.701
0.064
0.530
0.053
0.063
0.050
0.061
0.479
0.068
0.053
0.452
0.057
0.109
0.532
0.028
0.246
0.040
0.070
0.489
0.052
0.043
0.058
0.122
0.131
0.048
0.409
0.072
0.317
0.067 0.052
0.263
0.053
0.069
0.067
0.697
0.163
0.069
0.048
0.101
0.539
0.092
0.048
0.264
0.053
0.099
0.060
0.022
0.171
0.072
0.084
0.107
0.131
0.039
0.218
0.077
0.158
0.138
0.130
0.185
0.072
0.155
0.102
0.173
0.282
0.165
0.051
0.076
0.076
0.080
0.082
0.060
0.206
0.063
0.034
0.331
0.082
0.098
0.711
0.344
0.546
0.046
0.724
0.072
0.393
0.110
0.150
0.073
0.060
0.153
0.196
0.105
0.112
0.071
0.105
0.131
0.063
0.120
0.149
0.066
0.113
0.140
0.462
0.395
0.124
0.157
0.042
0.092
0.083
0.060
0.071
0.066
0.044
0.100 0.087
0.074
0.484
0.137
0.078
0.063
0.263
0.047
0.068
0.108
0.063
0.358
0.433
0.156
0.066
0.045 0.371
0.051
0.297
0.057
0.079
0.286
0.147
0.042
0.092
0.142
0.226
0.056 0.061
0.059
0.044
0.210
0.054
0.063
0.499
0.139
0.442
0.065
0.382
0.246
0.079
0.579
0.356
0.341
0.052
0.081
0.161
0.043
0.699
0.399 0.048
0.069
0.081
0.533
0.032
0.426 0.130
0.423
0.058
0.055
0.074
0.090
0.064
0.371
0.094
0.256
0.067
0.471
0.464
0.069
0.514
0.075
0.093
0.168
0.050
0.098
0.325
0.344
0.239
0.516
0.402
0.065
0.062
0.175
0.117
0.111
0.089
0.065
0.054
0.039
0.540
0.091
0.403
0.055
0.044
0.461
0.070
0.088
0.488
0.103
0.056
0.554
0.131
0.042
0.481
0.245
0.039
0.050
0.082
0.378
0.049
0.059
0.525
0.107
0.344
0.041
0.073
0.337
0.166
0.086
0.102
0.436 0.349
0.156
0.144
0.095
0.100
0.074
0.055
0.053
0.054
0.103
0.281
0.251
0.463
CITY OF COVINA
SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ AREA 3
LEGEND
Manhole
System Outlet
d/D < 0.50
0.50 < d/D < 0.64
0.64 < d/D < 0.85
0.85 < d/D
LACSD Sewer Main
Covina City Boundary
Area 3 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 2 3 12.000 315.975 1.844 5.076 0.471 3.028 1.184 0.640 2.047 0.203 2 10 9 11 12.000 214.720 1.885 6.585 0.393 4.279 2.394 0.640 2.892 1.007 3 102 101 47 8.000 343.270 0.267 2.578 0.337 0.805 0.538 0.640 0.544 0.277 4 103 104 47 8.000 188.417 0.125 1.616 0.274 0.565 0.440 0.640 0.382 0.257 5 105 106 80 8.000 197.645 0.005 0.901 0.048 0.935 0.929 0.640 0.632 0.626 6 107 109 108 8.000 179.235 0.042 1.094 0.166 0.514 0.473 0.640 0.348 0.306 7 110 111 109 8.000 166.737 0.028 1.105 0.124 0.621 0.593 0.640 0.420 0.392 8 112 113 111 8.000 183.017 0.018 0.935 0.102 0.593 0.575 0.640 0.401 0.383 9 114 115 113 8.000 267.505 0.017 0.960 0.100 0.620 0.603 0.640 0.419 0.402 10 116 117 109 8.000 266.743 0.014 1.231 0.071 0.983 0.970 0.640 0.665 0.651 11 118 119 111 8.000 261.358 0.009 1.080 0.060 0.962 0.953 0.640 0.650 0.641 12 12 11 13 12.000 276.173 2.662 4.456 0.711 2.304 -0.358 0.640 1.558 -1.104 13 120 121 122 8.000 231.941 0.006 0.662 0.063 0.574 0.568 0.640 0.388 0.382 14 123 124 122 8.000 107.688 0.001 0.570 0.025 0.906 0.905 0.640 0.612 0.611 15 125 122 126 8.000 293.643 0.010 1.041 0.063 0.898 0.889 0.640 0.607 0.598 16 127 126 128 8.000 378.212 0.013 1.146 0.074 0.896 0.883 0.640 0.606 0.592 17 129 128 130 8.000 259.521 0.015 0.869 0.098 0.567 0.552 0.640 0.383 0.368 18 13 14 193 15.000 291.700 1.556 3.758 0.371 3.927 2.372 0.640 2.655 1.099 19 131 132 130 8.000 315.909 0.009 0.944 0.065 0.802 0.793 0.640 0.542 0.533 20 133 134 132 8.000 300.884 0.006 0.850 0.055 0.802 0.796 0.640 0.542 0.536 21 135 136 134 8.000 112.011 0.003 0.743 0.038 0.900 0.897 0.640 0.608 0.605 22 137 138 139 8.000 219.092 0.007 0.697 0.069 0.568 0.561 0.640 0.384 0.377 23 14 13 15 12.000 206.564 2.662 4.369 0.724 2.252 -0.410 0.640 1.522 -1.140 24 140 139 141 8.000 292.683 0.008 0.990 0.059 0.897 0.889 0.640 0.606 0.598 25 142 143 144 8.000 75.854 0.021 0.951 0.114 0.564 0.543 0.640 0.381 0.360 26 145 144 146 8.000 117.413 0.023 1.896 0.077 1.442 1.419 0.640 0.975 0.951 27 147 146 148 8.000 316.842 0.026 0.962 0.131 0.523 0.497 0.640 0.354 0.328 28 149 150 148 8.000 352.247 0.015 1.603 0.065 1.365 1.350 0.640 0.923 0.907 29 15 12 14 15.000 300.000 1.556 3.147 0.423 3.080 1.525 0.640 2.082 0.527 30 151 152 144 8.000 151.418 0.003 0.518 0.041 0.592 0.589 0.640 0.400 0.397 31 153 154 143 8.000 155.674 0.006 0.637 0.061 0.566 0.560 0.640 0.382 0.377 32 155 156 141 8.000 186.868 0.006 0.660 0.064 0.568 0.562 0.640 0.384 0.378 33 157 158 159 8.000 241.175 0.004 0.567 0.051 0.565 0.562 0.640 0.382 0.378 34 16 15 17 12.000 91.122 2.662 4.448 0.712 2.299 -0.363 0.640 1.554 -1.108 35 160 161 159 8.000 42.206 0.005 0.606 0.056 0.569 0.564 0.640 0.384 0.380 36 162 159 163 8.000 237.692 0.010 0.763 0.080 0.567 0.557 0.640 0.383 0.373 37 164 163 165 8.000 323.896 0.013 0.828 0.091 0.566 0.553 0.640 0.382 0.369 38 166 165 167 8.000 432.193 0.017 0.896 0.103 0.567 0.550 0.640 0.383 0.366 39 168 167 169 8.000 398.943 0.021 0.955 0.114 0.566 0.545 0.640 0.382 0.361 40 17 10 12 15.000 280.000 1.556 3.756 0.371 3.926 2.370 0.640 2.654 1.098 41 170 169 171 12.000 180.736 1.538 3.636 0.530 2.062 0.523 0.640 1.393 -0.145 42 172 173 174 12.000 356.815 1.553 4.727 0.436 2.921 1.368 0.640 1.974 0.421 43 175 174 176 12.000 290.460 1.555 4.509 0.452 2.739 1.184 0.640 1.851 0.296 44 179 180 178 8.000 237.805 0.067 1.184 0.218 0.472 0.406 0.640 0.319 0.253 Date: Sunday, August 23, 2020, Time: 20:47:10, Page 1 Page 298 of 1383 Area 3 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
45 18 17 19 12.000 159.380 2.707 4.601 0.701 2.387 -0.320 0.640 1.613 -1.094 46 181 182 180 8.000 244.665 0.055 1.237 0.185 0.544 0.488 0.640 0.367 0.312 47 183 148 182 8.000 229.318 0.043 1.221 0.158 0.592 0.549 0.640 0.400 0.357 48 184 130 185 8.000 232.307 0.028 1.045 0.131 0.567 0.539 0.640 0.383 0.355 49 186 185 187 8.000 250.464 0.031 1.077 0.138 0.566 0.535 0.640 0.383 0.351 50 188 187 189 8.000 248.569 0.038 1.139 0.150 0.568 0.531 0.640 0.384 0.347 51 19 176 10 15.000 57.300 1.556 8.135 0.213 11.567 10.012 0.640 7.819 6.263 52 190 189 191 12.000 207.777 0.163 1.396 0.206 1.296 1.134 0.640 0.876 0.714 53 192 191 193 12.000 75.172 0.163 1.564 0.190 1.524 1.361 0.640 1.030 0.868 54 194 193 195 12.000 190.056 1.718 2.810 0.727 1.447 -0.271 0.640 0.978 -0.740 55 196 195 197 12.000 172.067 1.736 2.914 0.709 1.508 -0.228 0.640 1.019 -0.717 56 198 197 2 12.000 456.357 1.796 5.050 0.463 3.035 1.239 0.640 2.051 0.256 57 199 201 200 8.000 274.357 0.422 2.161 0.546 0.538 0.117 0.640 0.364 -0.058 58 20 19 21 12.000 66.096 2.707 4.457 0.722 2.298 -0.408 0.640 1.554 -1.153 59 202 203 201 8.000 275.476 0.007 0.721 0.068 0.592 0.584 0.640 0.400 0.392 60 204 205 203 8.000 365.663 0.005 0.652 0.059 0.585 0.580 0.640 0.396 0.390 61 206 207 205 8.000 207.653 0.002 0.482 0.039 0.567 0.564 0.640 0.383 0.381 62 208 209 210 8.000 268.466 0.004 0.571 0.051 0.566 0.562 0.640 0.382 0.379 63 21 16 178 12.000 247.891 0.001 0.332 0.022 1.291 1.290 0.640 0.873 0.871 64 211 210 212 8.000 304.273 0.006 0.669 0.065 0.568 0.561 0.640 0.384 0.377 65 213 212 214 8.000 249.454 0.009 0.742 0.076 0.567 0.558 0.640 0.384 0.375 66 215 214 216 8.000 225.101 0.011 0.787 0.084 0.567 0.556 0.640 0.383 0.372 67 217 216 218 8.000 72.329 0.012 0.801 0.086 0.568 0.556 0.640 0.384 0.372 68 219 220 221 8.000 365.152 0.007 0.950 0.055 0.897 0.890 0.640 0.607 0.599 69 22 21 23 12.000 204.782 2.709 4.636 0.697 2.408 -0.302 0.640 1.627 -1.082 70 222 223 224 8.000 257.288 0.004 0.792 0.042 0.897 0.894 0.640 0.607 0.603 71 225 226 224 8.000 112.867 0.003 0.553 0.046 0.584 0.581 0.640 0.395 0.392 72 227 228 229 8.000 270.160 0.006 0.671 0.064 0.572 0.566 0.640 0.387 0.380 73 230 229 231 8.000 344.153 0.012 0.817 0.088 0.572 0.559 0.640 0.386 0.374 74 232 231 189 12.000 259.779 0.121 1.993 0.131 2.432 2.310 0.640 1.644 1.522 75 233 234 231 12.000 253.076 0.106 1.902 0.124 2.407 2.301 0.640 1.627 1.521 76 235 178 234 12.000 350.098 0.086 1.896 0.107 2.631 2.545 0.640 1.778 1.693 77 236 237 178 8.000 316.820 0.010 1.313 0.056 1.230 1.220 0.640 0.832 0.822 78 238 239 237 8.000 355.006 0.007 0.938 0.054 0.900 0.893 0.640 0.608 0.602 79 24 23 25 12.000 281.908 2.755 4.698 0.699 2.438 -0.317 0.640 1.648 -1.107 80 240 241 242 8.000 337.017 0.007 0.926 0.053 0.900 0.894 0.640 0.608 0.602 81 243 242 180 8.000 325.318 0.010 1.386 0.052 1.357 1.348 0.640 0.917 0.908 82 244 245 246 8.000 264.434 0.004 0.820 0.044 0.899 0.895 0.640 0.608 0.603 83 247 224 246 8.000 244.728 0.009 0.747 0.077 0.567 0.558 0.640 0.383 0.374 84 248 246 234 8.000 234.433 0.016 0.876 0.099 0.568 0.552 0.640 0.384 0.368 85 249 250 169 12.000 150.776 1.096 3.365 0.433 2.086 0.991 0.640 1.410 0.315 86 251 252 250 10.000 327.575 1.095 3.699 0.533 1.453 0.359 0.640 0.982 -0.112 87 253 254 252 10.000 40.573 1.092 3.588 0.546 1.397 0.305 0.640 0.945 -0.148 88 255 256 254 10.000 193.184 1.091 3.701 0.532 1.456 0.364 0.640 0.984 -0.108 Date: Sunday, August 23, 2020, Time: 20:47:10, Page 2 Page 299 of 1383 Area 3 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
89 257 258 256 10.000 303.755 1.064 4.330 0.461 1.810 0.746 0.640 1.224 0.160 90 259 260 258 10.000 288.171 0.948 4.074 0.442 1.736 0.789 0.640 1.174 0.226 91 26 25 27 12.000 123.573 2.756 5.075 0.653 2.679 -0.077 0.640 1.811 -0.946 92 261 262 260 10.000 36.850 0.885 3.658 0.456 1.538 0.653 0.640 1.039 0.154 93 263 264 201 8.000 259.597 0.413 2.849 0.433 0.785 0.372 0.640 0.530 0.118 94 265 266 264 8.000 310.707 0.407 2.254 0.514 0.575 0.168 0.640 0.389 -0.019 95 267 268 266 8.000 342.786 0.401 2.164 0.525 0.548 0.146 0.640 0.370 -0.031 96 269 270 256 8.000 272.316 0.026 1.112 0.120 0.638 0.612 0.640 0.431 0.405 97 271 272 270 8.000 299.868 0.021 0.987 0.111 0.595 0.574 0.640 0.402 0.381 98 273 274 272 8.000 224.296 0.014 0.878 0.092 0.595 0.581 0.640 0.402 0.388 99 275 656 274 8.000 292.488 0.010 0.789 0.079 0.593 0.583 0.640 0.401 0.391 100 277 279 278 8.000 126.099 0.254 2.021 0.389 0.587 0.333 0.640 0.396 0.143 101 28 29 30 8.000 281.083 0.007 0.849 0.056 0.791 0.785 0.640 0.535 0.528 102 280 281 279 8.000 302.365 0.016 0.895 0.098 0.583 0.567 0.640 0.394 0.378 103 282 283 281 8.000 273.272 0.011 0.834 0.082 0.609 0.597 0.640 0.411 0.400 104 284 285 283 8.000 283.012 0.007 1.503 0.039 1.770 1.763 0.640 1.197 1.190 105 286 287 279 8.000 297.878 0.236 1.839 0.395 0.530 0.294 0.640 0.358 0.122 106 288 289 287 8.000 121.995 0.206 3.756 0.214 1.514 1.308 0.640 1.023 0.817 107 290 291 289 8.000 127.707 0.002 0.893 0.021 1.604 1.602 0.640 1.084 1.083 108 292 293 289 8.000 200.542 0.203 2.771 0.263 0.993 0.790 0.640 0.671 0.468 109 294 295 293 8.000 244.219 0.200 2.301 0.297 0.769 0.570 0.640 0.520 0.320 110 296 297 295 8.000 90.334 0.184 2.251 0.284 0.772 0.588 0.640 0.522 0.338 111 298 299 297 8.000 312.034 0.182 2.576 0.256 0.936 0.753 0.640 0.632 0.450 112 300 301 299 8.000 260.074 0.117 1.594 0.264 0.569 0.452 0.640 0.385 0.267 113 302 304 303 8.000 211.624 0.033 1.223 0.131 0.664 0.630 0.640 0.449 0.415 114 305 306 304 8.000 199.240 0.009 0.782 0.072 0.619 0.610 0.640 0.418 0.409 115 307 308 309 8.000 185.907 0.005 0.713 0.053 0.689 0.684 0.640 0.466 0.461 116 31 30 32 8.000 298.984 0.011 1.008 0.069 0.820 0.809 0.640 0.554 0.543 117 310 309 311 8.000 244.138 0.008 1.121 0.053 1.085 1.077 0.640 0.734 0.726 118 312 313 311 8.000 198.085 0.005 0.801 0.046 0.852 0.847 0.640 0.576 0.571 119 314 311 315 8.000 253.607 0.014 1.468 0.066 1.236 1.221 0.640 0.835 0.821 120 316 315 317 8.000 254.541 0.022 1.021 0.112 0.613 0.591 0.640 0.414 0.392 121 318 317 287 8.000 160.498 0.027 1.305 0.110 0.791 0.764 0.640 0.535 0.507 122 319 320 317 8.000 151.092 0.004 1.065 0.037 1.302 1.298 0.640 0.880 0.876 123 321 322 315 8.000 158.425 0.005 1.191 0.036 1.492 1.487 0.640 1.008 1.004 124 323 324 325 8.000 163.393 0.005 0.898 0.044 0.982 0.977 0.640 0.664 0.659 125 326 325 327 8.000 176.464 0.009 0.855 0.070 0.695 0.686 0.640 0.470 0.460 126 328 327 295 8.000 138.856 0.012 0.814 0.088 0.569 0.557 0.640 0.385 0.373 127 329 330 299 8.000 231.894 0.022 1.122 0.107 0.694 0.672 0.640 0.469 0.447 128 33 34 32 8.000 167.295 0.007 0.728 0.068 0.600 0.593 0.640 0.406 0.398 129 331 333 332 10.000 387.607 0.622 3.667 0.349 1.757 1.134 0.640 1.187 0.565 130 334 335 333 10.000 286.555 0.620 3.737 0.344 1.806 1.186 0.640 1.221 0.601 131 336 337 335 10.000 370.804 0.616 4.903 0.281 2.643 2.027 0.640 1.787 1.171 132 338 340 339 10.000 256.661 0.568 2.175 0.484 0.890 0.322 0.640 0.602 0.033 Date: Sunday, August 23, 2020, Time: 20:47:10, Page 3 Page 300 of 1383 Area 3 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
133 341 342 161 8.000 257.032 0.004 0.578 0.052 0.567 0.563 0.640 0.383 0.380 134 343 344 345 8.000 113.775 0.271 4.151 0.242 1.558 1.288 0.640 1.053 0.783 135 346 345 347 8.000 195.974 0.282 2.967 0.317 0.958 0.676 0.640 0.648 0.366 136 348 347 349 8.000 302.012 0.302 2.465 0.382 0.722 0.420 0.640 0.488 0.186 137 35 32 36 8.000 267.099 0.020 0.940 0.113 0.562 0.542 0.640 0.380 0.360 138 350 349 351 8.000 267.312 0.319 2.601 0.382 0.762 0.442 0.640 0.515 0.196 139 352 351 353 8.000 286.099 0.334 2.575 0.399 0.738 0.404 0.640 0.499 0.165 140 354 353 355 8.000 274.297 0.349 3.125 0.356 0.948 0.599 0.640 0.641 0.292 141 356 355 357 8.000 292.540 0.361 4.392 0.286 1.501 1.140 0.640 1.015 0.654 142 358 357 359 8.000 294.598 0.373 2.840 0.402 0.811 0.438 0.640 0.548 0.175 143 360 359 361 8.000 329.821 0.384 2.708 0.426 0.752 0.368 0.640 0.508 0.124 144 362 361 363 8.000 288.439 0.390 2.307 0.488 0.602 0.211 0.640 0.407 0.016 145 364 365 366 8.000 185.744 0.004 0.577 0.052 0.566 0.562 0.640 0.382 0.378 146 367 366 357 8.000 155.034 0.006 0.653 0.063 0.567 0.561 0.640 0.383 0.377 147 37 38 36 8.000 249.324 0.011 0.901 0.079 0.676 0.665 0.640 0.457 0.446 148 370 371 372 8.000 189.712 0.004 0.580 0.052 0.567 0.563 0.640 0.383 0.379 149 373 372 355 8.000 185.809 0.007 0.677 0.067 0.566 0.559 0.640 0.382 0.376 150 374 375 359 8.000 298.659 0.005 0.612 0.056 0.568 0.563 0.640 0.384 0.379 151 376 377 378 8.000 215.746 0.005 0.591 0.057 0.546 0.541 0.640 0.369 0.364 152 379 378 353 8.000 226.072 0.009 0.772 0.076 0.590 0.581 0.640 0.399 0.389 153 380 381 382 8.000 258.858 0.005 0.627 0.060 0.557 0.552 0.640 0.377 0.371 154 383 382 351 8.000 255.496 0.011 0.767 0.083 0.555 0.544 0.640 0.375 0.365 155 384 385 386 8.000 305.200 0.007 0.664 0.067 0.550 0.543 0.640 0.372 0.365 156 387 386 349 8.000 291.400 0.013 0.829 0.090 0.570 0.557 0.640 0.386 0.373 157 388 389 390 8.000 125.392 0.012 0.999 0.076 0.768 0.756 0.640 0.519 0.507 158 39 40 38 8.000 235.678 0.006 0.753 0.060 0.671 0.664 0.640 0.453 0.447 159 391 392 390 8.000 148.219 0.014 1.040 0.081 0.769 0.755 0.640 0.520 0.506 160 393 394 392 8.000 122.617 0.009 0.904 0.065 0.764 0.755 0.640 0.516 0.507 161 395 390 396 8.000 161.754 0.029 1.697 0.097 1.114 1.085 0.640 0.753 0.724 162 397 399 398 8.000 363.559 0.051 1.333 0.166 0.625 0.575 0.640 0.423 0.372 163 4 3 5 12.000 417.164 1.878 5.020 0.481 2.964 1.086 0.640 2.004 0.125 164 400 401 399 8.000 197.698 0.027 1.133 0.122 0.644 0.616 0.640 0.435 0.408 165 402 403 401 8.000 69.842 0.018 0.961 0.101 0.616 0.598 0.640 0.416 0.399 166 404 405 403 8.000 297.354 0.015 1.184 0.078 0.896 0.881 0.640 0.605 0.591 167 406 407 408 8.000 274.859 0.006 0.666 0.066 0.562 0.555 0.640 0.380 0.373 168 409 408 410 8.000 296.557 0.013 0.821 0.089 0.568 0.555 0.640 0.384 0.371 169 41 36 42 8.000 221.402 0.034 1.736 0.105 1.081 1.047 0.640 0.731 0.697 170 411 410 347 8.000 146.236 0.016 0.870 0.099 0.564 0.549 0.640 0.382 0.366 171 412 413 414 8.000 270.012 0.003 0.529 0.047 0.556 0.553 0.640 0.376 0.373 172 415 414 416 8.000 239.318 0.005 0.642 0.060 0.574 0.568 0.640 0.388 0.382 173 417 416 345 8.000 253.470 0.008 0.707 0.073 0.557 0.549 0.640 0.377 0.369 174 418 419 420 8.000 265.873 0.061 1.274 0.196 0.541 0.480 0.640 0.366 0.304 175 421 420 422 8.000 272.113 0.124 1.538 0.282 0.530 0.405 0.640 0.358 0.234 176 423 422 424 8.000 233.059 0.179 1.775 0.331 0.560 0.381 0.640 0.379 0.200 Date: Sunday, August 23, 2020, Time: 20:47:11, Page 4 Page 301 of 1383 Area 3 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
177 425 426 424 8.000 176.133 0.087 2.380 0.162 1.134 1.047 0.640 0.767 0.679 178 427 398 426 8.000 120.472 0.054 1.415 0.167 0.663 0.609 0.640 0.448 0.394 179 428 429 430 8.000 114.888 0.001 0.452 0.029 0.642 0.641 0.640 0.434 0.433 180 43 44 42 8.000 124.759 0.735 2.478 0.792 0.562 -0.174 0.640 0.380 -0.356 181 431 430 432 8.000 292.896 0.072 1.342 0.210 0.547 0.475 0.640 0.370 0.298 182 433 432 434 8.000 280.211 0.085 1.436 0.226 0.562 0.477 0.640 0.380 0.295 183 435 434 436 8.000 296.925 0.098 1.467 0.246 0.546 0.448 0.640 0.369 0.271 184 437 436 438 8.000 289.882 0.111 1.520 0.263 0.545 0.433 0.640 0.368 0.257 185 439 438 440 8.000 85.241 0.190 2.344 0.282 0.806 0.617 0.640 0.545 0.355 186 441 440 442 8.000 255.919 0.190 1.687 0.358 0.510 0.321 0.640 0.345 0.155 187 443 442 444 8.000 163.271 0.207 1.653 0.387 0.481 0.274 0.640 0.325 0.119 188 445 444 446 8.000 144.607 0.240 1.632 0.438 0.447 0.207 0.640 0.302 0.062 189 447 446 448 8.000 184.603 0.272 1.645 0.479 0.433 0.161 0.640 0.292 0.021 190 449 451 450 8.000 98.188 0.052 2.221 0.119 1.279 1.227 0.640 0.865 0.812 191 45 47 46 8.000 145.188 0.394 2.121 0.526 0.536 0.142 0.640 0.363 -0.032 192 452 453 451 8.000 220.431 0.050 1.234 0.173 0.566 0.517 0.640 0.383 0.333 193 454 455 453 8.000 248.506 0.047 1.238 0.165 0.583 0.536 0.640 0.394 0.347 194 456 457 455 8.000 342.481 0.012 1.540 0.058 1.411 1.399 0.640 0.954 0.941 195 458 459 457 8.000 237.610 0.007 1.231 0.044 1.350 1.343 0.640 0.912 0.906 196 460 461 462 8.000 192.322 0.006 1.169 0.041 1.335 1.330 0.640 0.903 0.897 197 463 462 432 8.000 221.220 0.011 1.152 0.063 0.992 0.981 0.640 0.671 0.660 198 464 465 466 8.000 217.999 0.006 0.885 0.050 0.892 0.886 0.640 0.603 0.597 199 467 466 434 8.000 190.626 0.011 1.186 0.063 1.028 1.018 0.640 0.695 0.684 200 468 469 470 8.000 266.412 0.006 1.236 0.042 1.391 1.385 0.640 0.940 0.934 201 471 470 472 8.000 301.544 0.011 1.357 0.057 1.246 1.235 0.640 0.842 0.831 202 473 472 455 8.000 252.954 0.031 1.078 0.137 0.569 0.538 0.640 0.385 0.354 203 474 475 476 8.000 298.240 0.008 1.236 0.049 1.264 1.256 0.640 0.854 0.846 204 477 476 478 8.000 296.479 0.015 1.284 0.074 1.001 0.986 0.640 0.677 0.662 205 479 478 472 8.000 257.434 0.019 0.951 0.105 0.594 0.575 0.640 0.401 0.383 206 48 49 23 8.000 258.263 0.044 1.289 0.153 0.636 0.592 0.640 0.430 0.386 207 480 481 482 8.000 294.212 0.008 0.707 0.070 0.572 0.565 0.640 0.387 0.379 208 483 482 484 8.000 414.715 0.016 0.877 0.102 0.557 0.540 0.640 0.376 0.360 209 485 484 486 8.000 300.599 0.042 1.162 0.161 0.557 0.515 0.640 0.376 0.334 210 487 488 489 8.000 263.809 0.075 2.192 0.155 1.074 0.999 0.640 0.726 0.651 211 490 489 438 8.000 231.775 0.078 2.220 0.157 1.078 0.999 0.640 0.728 0.650 212 491 492 493 8.000 189.483 0.006 0.814 0.053 0.792 0.786 0.640 0.535 0.530 213 494 493 436 8.000 205.781 0.011 1.114 0.066 0.939 0.928 0.640 0.635 0.624 214 495 496 497 8.000 309.302 0.007 1.007 0.054 0.964 0.957 0.640 0.652 0.644 215 498 497 499 8.000 316.152 0.016 1.369 0.073 1.078 1.062 0.640 0.728 0.713 216 50 51 49 8.000 291.285 0.037 1.225 0.142 0.635 0.598 0.640 0.429 0.392 217 500 499 484 8.000 350.070 0.020 1.472 0.082 1.076 1.057 0.640 0.728 0.708 218 501 502 503 8.000 311.471 0.004 0.912 0.039 1.083 1.079 0.640 0.732 0.728 219 504 503 505 8.000 327.493 0.006 0.986 0.050 0.993 0.987 0.640 0.671 0.665 220 506 507 505 8.000 196.208 0.004 0.668 0.048 0.689 0.685 0.640 0.466 0.462 Date: Sunday, August 23, 2020, Time: 20:47:11, Page 5 Page 302 of 1383 Area 3 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
221 508 509 510 8.000 311.633 0.008 0.691 0.071 0.554 0.546 0.640 0.374 0.367 222 511 510 512 8.000 255.868 0.008 0.696 0.071 0.560 0.553 0.640 0.379 0.371 223 513 512 514 8.000 213.566 0.012 1.037 0.072 0.823 0.811 0.640 0.556 0.545 224 515 514 516 8.000 256.062 0.016 1.225 0.082 0.898 0.881 0.640 0.607 0.590 225 517 516 518 8.000 103.515 0.017 1.223 0.084 0.881 0.864 0.640 0.595 0.578 226 519 518 520 8.000 270.909 0.031 1.626 0.102 1.032 1.001 0.640 0.697 0.667 227 52 53 51 8.000 309.055 0.021 1.032 0.108 0.633 0.612 0.640 0.428 0.407 228 521 520 522 8.000 249.572 0.045 1.525 0.139 0.800 0.756 0.640 0.541 0.496 229 523 522 524 8.000 256.077 0.046 1.532 0.140 0.798 0.752 0.640 0.539 0.494 230 525 524 526 8.000 384.828 0.074 2.126 0.156 1.037 0.963 0.640 0.701 0.627 231 527 526 528 8.000 304.695 0.079 1.934 0.175 0.880 0.801 0.640 0.595 0.516 232 529 528 530 8.000 290.554 0.085 1.332 0.239 0.504 0.419 0.640 0.341 0.256 233 531 532 530 10.000 192.699 0.426 2.032 0.409 0.899 0.473 0.640 0.608 0.182 234 533 534 532 10.000 52.883 0.414 2.254 0.370 1.048 0.634 0.640 0.708 0.295 235 535 536 534 10.000 33.190 0.303 1.772 0.352 0.846 0.543 0.640 0.572 0.269 236 537 448 536 8.000 151.584 0.297 1.928 0.454 0.520 0.223 0.640 0.351 0.055 237 538 539 534 8.000 177.899 0.105 1.576 0.246 0.586 0.481 0.640 0.396 0.291 238 54 55 53 8.000 283.856 0.012 0.870 0.081 0.641 0.629 0.640 0.433 0.421 239 540 541 539 8.000 158.380 0.096 1.559 0.232 0.600 0.504 0.640 0.406 0.310 240 542 543 541 8.000 44.338 0.087 1.231 0.257 0.446 0.359 0.640 0.302 0.214 241 544 545 543 8.000 228.991 0.039 1.192 0.149 0.598 0.559 0.640 0.404 0.366 242 546 547 545 8.000 197.658 0.012 1.159 0.069 0.941 0.929 0.640 0.636 0.624 243 548 549 550 8.000 177.210 0.008 1.014 0.058 0.930 0.922 0.640 0.629 0.621 244 551 550 545 8.000 209.847 0.020 1.088 0.101 0.697 0.677 0.640 0.471 0.451 245 552 553 550 8.000 162.628 0.006 0.866 0.052 0.849 0.843 0.640 0.574 0.568 246 554 555 556 8.000 203.873 0.012 1.163 0.067 0.970 0.959 0.640 0.656 0.644 247 557 556 558 8.000 230.003 0.022 1.386 0.092 0.942 0.920 0.640 0.637 0.614 248 559 558 560 8.000 218.439 0.034 1.298 0.130 0.710 0.675 0.640 0.480 0.445 249 56 57 55 8.000 251.703 0.011 0.977 0.072 0.779 0.768 0.640 0.526 0.515 250 561 560 543 8.000 244.563 0.047 1.181 0.171 0.544 0.497 0.640 0.368 0.320 251 562 563 564 8.000 279.681 0.005 1.036 0.042 1.175 1.170 0.640 0.794 0.789 252 565 564 566 8.000 252.321 0.010 1.177 0.061 1.039 1.029 0.640 0.702 0.692 253 567 566 568 8.000 316.161 0.016 1.328 0.075 1.026 1.010 0.640 0.693 0.677 254 569 568 570 8.000 304.001 0.022 1.327 0.094 0.889 0.867 0.640 0.601 0.579 255 571 570 572 8.000 384.828 0.028 1.550 0.100 1.001 0.973 0.640 0.677 0.649 256 573 572 574 8.000 304.695 0.034 1.488 0.117 0.867 0.833 0.640 0.586 0.552 257 575 574 340 8.000 290.554 0.040 1.044 0.168 0.488 0.447 0.640 0.330 0.289 258 576 530 340 10.000 258.158 0.524 2.125 0.462 0.887 0.364 0.640 0.600 0.076 259 577 578 579 8.000 279.681 0.005 0.974 0.044 1.065 1.060 0.640 0.720 0.715 260 58 59 57 8.000 164.393 0.005 0.777 0.048 0.797 0.792 0.640 0.539 0.534 261 580 579 581 8.000 252.321 0.011 1.141 0.063 0.984 0.973 0.640 0.665 0.654 262 582 581 583 8.000 316.161 0.016 1.397 0.074 1.089 1.073 0.640 0.736 0.720 263 584 583 524 8.000 304.001 0.022 1.325 0.093 0.892 0.870 0.640 0.603 0.581 264 585 586 587 8.000 286.441 0.003 0.806 0.032 1.094 1.092 0.640 0.740 0.737 Date: Sunday, August 23, 2020, Time: 20:47:11, Page 6 Page 303 of 1383 Area 3 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
265 588 587 589 8.000 252.321 0.005 0.939 0.045 1.008 1.002 0.640 0.681 0.676 266 590 589 591 8.000 309.401 0.008 1.087 0.055 1.025 1.017 0.640 0.693 0.685 267 592 591 593 8.000 304.001 0.011 1.062 0.069 0.869 0.858 0.640 0.588 0.577 268 594 593 595 8.000 384.828 0.014 0.834 0.095 0.556 0.542 0.640 0.376 0.362 269 596 595 597 8.000 317.935 0.018 1.216 0.086 0.863 0.846 0.640 0.584 0.566 270 598 597 339 8.000 320.658 0.020 1.497 0.081 1.098 1.078 0.640 0.742 0.722 271 599 600 44 8.000 77.425 0.734 3.014 0.658 0.706 -0.028 0.640 0.477 -0.257 272 6 5 7 12.000 106.920 1.885 4.961 0.487 2.914 1.028 0.640 1.970 0.084 273 60 61 62 8.000 189.403 0.004 0.815 0.043 0.909 0.905 0.640 0.615 0.610 274 601 602 369 8.000 267.046 0.003 0.790 0.034 1.017 1.014 0.640 0.688 0.685 275 603 278 604 8.000 320.476 0.256 1.946 0.403 0.555 0.299 0.640 0.375 0.119 276 605 396 426 8.000 125.030 0.032 1.709 0.101 1.093 1.062 0.640 0.739 0.707 277 606 607 450 8.000 164.123 0.006 0.641 0.061 0.568 0.563 0.640 0.384 0.379 278 608 609 607 8.000 278.616 0.003 0.506 0.043 0.558 0.555 0.640 0.377 0.374 279 610 363 268 8.000 324.989 0.395 2.173 0.516 0.554 0.159 0.640 0.374 -0.021 280 611 612 600 8.000 206.391 0.733 4.620 0.464 1.232 0.499 0.640 0.833 0.099 281 613 614 612 8.000 312.386 0.732 4.207 0.499 1.088 0.355 0.640 0.735 0.003 282 615 616 614 8.000 310.961 0.731 3.489 0.579 0.850 0.119 0.640 0.575 -0.156 283 617 46 616 8.000 327.611 0.730 3.675 0.554 0.910 0.180 0.640 0.615 -0.115 284 618 108 100 8.000 282.564 0.149 2.251 0.245 0.840 0.691 0.640 0.568 0.418 285 619 620 108 8.000 96.434 0.078 0.627 0.387 0.183 0.104 0.640 0.123 0.045 286 621 622 620 8.000 340.199 0.071 2.030 0.156 0.990 0.919 0.640 0.669 0.598 287 623 624 622 8.000 282.685 0.049 1.853 0.130 1.013 0.964 0.640 0.685 0.635 288 625 450 430 8.000 405.306 0.066 2.130 0.144 1.092 1.027 0.640 0.738 0.673 289 626 627 607 8.000 129.051 0.002 0.458 0.039 0.541 0.539 0.640 0.366 0.364 290 628 486 488 8.000 187.086 0.073 1.958 0.163 0.929 0.856 0.640 0.628 0.555 291 629 630 486 8.000 35.325 0.030 1.488 0.107 0.917 0.887 0.640 0.620 0.590 292 63 62 53 8.000 220.066 0.009 1.032 0.063 0.896 0.887 0.640 0.606 0.596 293 631 632 505 8.000 30.518 0.006 0.278 0.117 0.162 0.156 0.640 0.110 0.103 294 633 634 632 8.000 362.821 0.004 0.816 0.041 0.929 0.925 0.640 0.628 0.624 295 635 604 262 10.000 112.434 0.885 4.065 0.421 1.774 0.889 0.640 1.199 0.314 296 636 332 604 10.000 335.859 0.627 3.778 0.344 1.826 1.199 0.640 1.234 0.607 297 637 303 301 8.000 430.272 0.102 1.483 0.251 0.545 0.443 0.640 0.368 0.266 298 638 200 169 8.000 175.543 0.422 2.245 0.530 0.566 0.144 0.640 0.383 -0.039 299 639 218 173 12.000 81.730 1.550 3.910 0.504 2.264 0.714 0.640 1.530 -0.020 300 64 65 51 8.000 297.071 0.007 0.936 0.054 0.899 0.892 0.640 0.608 0.601 301 640 171 218 12.000 89.228 1.538 3.703 0.523 2.112 0.574 0.640 1.428 -0.111 302 641 221 182 8.000 308.404 0.010 1.419 0.053 1.366 1.355 0.640 0.923 0.913 303 642 141 143 8.000 284.226 0.015 1.186 0.078 0.897 0.883 0.640 0.607 0.592 304 643 339 337 10.000 304.380 0.601 3.654 0.341 1.772 1.171 0.640 1.198 0.597 305 644 645 518 8.000 150.433 0.008 0.745 0.068 0.616 0.608 0.640 0.416 0.409 306 646 505 630 8.000 350.070 0.030 1.567 0.103 0.988 0.958 0.640 0.667 0.638 307 647 648 634 8.000 176.573 0.002 0.610 0.028 0.892 0.891 0.640 0.603 0.601 308 649 424 344 8.000 54.887 0.269 1.899 0.426 0.527 0.258 0.640 0.356 0.087 Date: Sunday, August 23, 2020, Time: 20:47:11, Page 7 Page 304 of 1383 Area 3 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
309 650 651 299 8.000 39.846 0.035 2.701 0.080 2.008 1.973 0.640 1.357 1.322 310 652 653 651 8.000 308.455 0.014 0.870 0.092 0.589 0.574 0.640 0.398 0.384 311 654 655 651 8.000 68.901 0.007 1.195 0.047 1.259 1.252 0.640 0.851 0.844 312 657 369 656 8.000 99.110 0.004 0.603 0.051 0.597 0.593 0.640 0.404 0.400 313 66 67 51 8.000 300.632 0.009 1.024 0.062 0.895 0.886 0.640 0.605 0.596 314 68 69 67 8.000 162.850 0.003 0.716 0.036 0.899 0.897 0.640 0.608 0.605 315 70 71 49 8.000 205.774 0.007 0.929 0.053 0.895 0.888 0.640 0.605 0.598 316 72 73 74 8.000 177.718 0.005 1.111 0.040 1.297 1.292 0.640 0.876 0.871 317 75 76 74 8.000 209.270 0.029 1.394 0.109 0.852 0.823 0.640 0.576 0.547 318 77 78 76 8.000 69.010 0.027 1.435 0.103 0.909 0.882 0.640 0.614 0.587 319 79 80 78 8.000 247.275 0.021 1.010 0.110 0.611 0.590 0.640 0.413 0.392 320 8 7 9 12.000 214.046 1.885 4.938 0.489 2.896 1.010 0.640 1.957 0.072 321 81 82 80 8.000 236.281 0.014 0.913 0.087 0.641 0.628 0.640 0.434 0.420 322 83 84 82 8.000 221.910 0.009 0.792 0.072 0.631 0.622 0.640 0.427 0.418 323 85 86 78 8.000 295.972 0.005 0.871 0.048 0.898 0.892 0.640 0.607 0.601 324 87 88 11 10.000 343.289 0.777 2.587 0.540 1.011 0.235 0.640 0.684 -0.093 325 89 42 88 10.000 249.870 0.771 2.574 0.539 1.007 0.236 0.640 0.681 -0.090 326 90 91 92 8.000 310.789 0.007 1.107 0.050 1.116 1.109 0.640 0.754 0.747 327 93 74 92 8.000 313.402 0.036 1.134 0.147 0.573 0.536 0.640 0.387 0.351 328 94 92 17 8.000 184.086 0.045 1.509 0.140 0.787 0.742 0.640 0.532 0.487 329 95 96 46 8.000 307.152 0.330 2.729 0.378 0.804 0.474 0.640 0.543 0.214 330 97 98 96 8.000 305.364 0.178 1.675 0.344 0.518 0.340 0.640 0.350 0.172 331 99 100 101 8.000 309.060 0.177 1.797 0.325 0.572 0.395 0.640 0.387 0.210 Date: Sunday, August 23, 2020, Time: 20:47:11, Page 8 Page 305 of 1383 Area 3 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500 0.000 0.000 0.000
2 10 0.500 0.000 0.000 0.000
3 102 0.500 0.000 0.000 0.000
4 103 0.500
5 105 0.500
6 107 0.500
7 110 0.500
8 112 0.500
9 114 0.500
10 116 0.500
11 118 0.500
12 12 0.500 15.000 4.534 0.483
13 120 0.500
14 123 0.500
15 125 0.500
16 127 0.500
17 129 0.500
18 13 0.500 0.000 0.000 0.000
19 131 0.500
20 133 0.500
21 135 0.500
22 137 0.500
23 14 0.500 15.000 4.457 0.490
24 140 0.500
25 142 0.500
26 145 0.500
27 147 0.500
28 149 0.500
29 15 0.500 0.000 0.000 0.000
30 151 0.500
31 153 0.500
32 155 0.500
33 157 0.500
34 16 0.500 15.000 4.528 0.484
35 160 0.500
36 162 0.500
37 164 0.500
38 166 0.500
39 168 0.500
40 17 0.500 0.000 0.000 0.000
41 170 0.500 0.000 0.000 0.000
42 172 0.500 0.000 0.000 0.000
43 175 0.500 0.000 0.000 0.000
44 179 0.500
Date: Sunday, August 23, 2020, Time: 20:47:12, Page 9 Page 306 of 1383 Area 3 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
45 18 0.500 15.000 4.674 0.478
46 181 0.500
47 183 0.500
48 184 0.500
49 186 0.500
50 188 0.500
51 19 0.500 0.000 0.000 0.000
52 190 0.500
53 192 0.500
54 194 0.500 15.000 2.867 0.491
55 196 0.500 15.000 2.964 0.482
56 198 0.500 0.000 0.000 0.000
57 199 0.500 0.000 0.000 0.000
58 20 0.500 15.000 4.545 0.488
59 202 0.500
60 204 0.500
61 206 0.500
62 208 0.500
63 21 0.500
64 211 0.500
65 213 0.500
66 215 0.500
67 217 0.500
68 219 0.500
69 22 0.500 15.000 4.707 0.476
70 222 0.500
71 225 0.500
72 227 0.500
73 230 0.500
74 232 0.500
75 233 0.500
76 235 0.500
77 236 0.500
78 238 0.500
79 24 0.500 15.000 4.771 0.477
80 240 0.500
81 243 0.500
82 244 0.500
83 247 0.500
84 248 0.500
85 249 0.500 0.000 0.000 0.000
86 251 0.500 0.000 0.000 0.000
87 253 0.500 0.000 0.000 0.000
88 255 0.500 0.000 0.000 0.000
Date: Sunday, August 23, 2020, Time: 20:47:12, Page 10 Page 307 of 1383 Area 3 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
89 257 0.500 0.000 0.000 0.000
90 259 0.500 0.000 0.000 0.000
91 26 0.500 15.000 5.117 0.452
92 261 0.500 0.000 0.000 0.000
93 263 0.500 0.000 0.000 0.000
94 265 0.500 0.000 0.000 0.000
95 267 0.500 0.000 0.000 0.000
96 269 0.500
97 271 0.500
98 273 0.500
99 275 0.500
100 277 0.500 0.000 0.000 0.000
101 28 0.500
102 280 0.500
103 282 0.500
104 284 0.500
105 286 0.500
106 288 0.500 0.000 0.000 0.000
107 290 0.500
108 292 0.500 0.000 0.000 0.000
109 294 0.500 0.000 0.000 0.000
110 296 0.500 0.000 0.000 0.000
111 298 0.500 0.000 0.000 0.000
112 300 0.500
113 302 0.500
114 305 0.500
115 307 0.500
116 31 0.500
117 310 0.500
118 312 0.500
119 314 0.500
120 316 0.500
121 318 0.500
122 319 0.500
123 321 0.500
124 323 0.500
125 326 0.500
126 328 0.500
127 329 0.500
128 33 0.500
129 331 0.500 0.000 0.000 0.000
130 334 0.500 0.000 0.000 0.000
131 336 0.500 0.000 0.000 0.000
132 338 0.500 0.000 0.000 0.000
Date: Sunday, August 23, 2020, Time: 20:47:12, Page 11 Page 308 of 1383 Area 3 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
133 341 0.500
134 343 0.500 0.000 0.000 0.000
135 346 0.500 0.000 0.000 0.000
136 348 0.500 0.000 0.000 0.000
137 35 0.500
138 350 0.500 0.000 0.000 0.000
139 352 0.500 0.000 0.000 0.000
140 354 0.500 0.000 0.000 0.000
141 356 0.500 0.000 0.000 0.000
142 358 0.500 0.000 0.000 0.000
143 360 0.500 0.000 0.000 0.000
144 362 0.500 0.000 0.000 0.000
145 364 0.500
146 367 0.500
147 37 0.500
148 370 0.500
149 373 0.500
150 374 0.500
151 376 0.500
152 379 0.500
153 380 0.500
154 383 0.500
155 384 0.500
156 387 0.500
157 388 0.500
158 39 0.500
159 391 0.500
160 393 0.500
161 395 0.500
162 397 0.500
163 4 0.500 0.000 0.000 0.000
164 400 0.500
165 402 0.500
166 404 0.500
167 406 0.500
168 409 0.500
169 41 0.500
170 411 0.500
171 412 0.500
172 415 0.500
173 417 0.500
174 418 0.500
175 421 0.500
176 423 0.500
Date: Sunday, August 23, 2020, Time: 20:47:12, Page 12 Page 309 of 1383 Area 3 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
177 425 0.500 0.000 0.000 0.000
178 427 0.500
179 428 0.500
180 43 0.500 12.000 2.554 0.394
181 431 0.500
182 433 0.500
183 435 0.500
184 437 0.500
185 439 0.500 0.000 0.000 0.000
186 441 0.500
187 443 0.500
188 445 0.500
189 447 0.500
190 449 0.500 0.000 0.000 0.000
191 45 0.500 0.000 0.000 0.000
192 452 0.500
193 454 0.500
194 456 0.500
195 458 0.500
196 460 0.500
197 463 0.500
198 464 0.500
199 467 0.500
200 468 0.500
201 471 0.500
202 473 0.500
203 474 0.500
204 477 0.500
205 479 0.500
206 48 0.500
207 480 0.500
208 483 0.500
209 485 0.500
210 487 0.500 0.000 0.000 0.000
211 490 0.500 0.000 0.000 0.000
212 491 0.500
213 494 0.500
214 495 0.500
215 498 0.500
216 50 0.500
217 500 0.500
218 501 0.500
219 504 0.500
220 506 0.500
Date: Sunday, August 23, 2020, Time: 20:47:12, Page 13 Page 310 of 1383 Area 3 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
221 508 0.500
222 511 0.500
223 513 0.500
224 515 0.500
225 517 0.500
226 519 0.500
227 52 0.500
228 521 0.500
229 523 0.500
230 525 0.500 0.000 0.000 0.000
231 527 0.500
232 529 0.500
233 531 0.500 0.000 0.000 0.000
234 533 0.500 0.000 0.000 0.000
235 535 0.500
236 537 0.500
237 538 0.500
238 54 0.500
239 540 0.500
240 542 0.500
241 544 0.500
242 546 0.500
243 548 0.500
244 551 0.500
245 552 0.500
246 554 0.500
247 557 0.500
248 559 0.500
249 56 0.500
250 561 0.500
251 562 0.500
252 565 0.500
253 567 0.500
254 569 0.500
255 571 0.500
256 573 0.500
257 575 0.500
258 576 0.500 0.000 0.000 0.000
259 577 0.500
260 58 0.500
261 580 0.500
262 582 0.500
263 584 0.500
264 585 0.500
Date: Sunday, August 23, 2020, Time: 20:47:12, Page 14 Page 311 of 1383 Area 3 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
265 588 0.500
266 590 0.500
267 592 0.500
268 594 0.500
269 596 0.500
270 598 0.500
271 599 0.500 10.000 3.041 0.455
272 6 0.500 0.000 0.000 0.000
273 60 0.500
274 601 0.500
275 603 0.500
276 605 0.500
277 606 0.500
278 608 0.500
279 610 0.500 0.000 0.000 0.000
280 611 0.500 0.000 0.000 0.000
281 613 0.500 0.000 0.000 0.000
282 615 0.500 0.000 0.000 0.000
283 617 0.500 0.000 0.000 0.000
284 618 0.500 0.000 0.000 0.000
285 619 0.500
286 621 0.500 0.000 0.000 0.000
287 623 0.500
288 625 0.500 0.000 0.000 0.000
289 626 0.500
290 628 0.500
291 629 0.500
292 63 0.500
293 631 0.500
294 633 0.500
295 635 0.500 0.000 0.000 0.000
296 636 0.500 0.000 0.000 0.000
297 637 0.500
298 638 0.500 0.000 0.000 0.000
299 639 0.500 0.000 0.000 0.000
300 64 0.500
301 640 0.500 0.000 0.000 0.000
302 641 0.500
303 642 0.500
304 643 0.500 0.000 0.000 0.000
305 644 0.500
306 646 0.500
307 647 0.500
308 649 0.500
Date: Sunday, August 23, 2020, Time: 20:47:12, Page 15 Page 312 of 1383 Area 3 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
309 650 0.500 0.000 0.000 0.000
310 652 0.500
311 654 0.500
312 657 0.500
313 66 0.500
314 68 0.500
315 70 0.500
316 72 0.500
317 75 0.500
318 77 0.500
319 79 0.500
320 8 0.500 0.000 0.000 0.000
321 81 0.500
322 83 0.500
323 85 0.500
324 87 0.500 0.000 0.000 0.000
325 89 0.500 0.000 0.000 0.000
326 90 0.500
327 93 0.500
328 94 0.500
329 95 0.500 0.000 0.000 0.000
330 97 0.500
331 99 0.500
Date: Sunday, August 23, 2020, Time: 20:47:12, Page 16 Page 313 of 1383 Area 3 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
102
45 617
615
613
611
599 43
89 87
12 14
16 18
20 22
24 26
101
47 46
616
614
612
600
44 42
88 11
13 15
17 19
21 23
25 27
460.0
464.6
469.2
473.8
478.4
483.0
487.6
492.2
496.8
501.4
506.0
0.0 385.1 770.2 1155.3 1540.4 1925.5 2310.6 2695.7 3080.8 3465.9 3851.0
Unincorporated Azusa
Unincorporated
W Arrow Hwy
N La Breda
S Azusa Ave State Route 39
W Covina Blvd
E Arrow Hwy
N Armel Dr
E Covina Blvd
N Conwell Ave
W Groverdale St
W Grondahl St
W Alcross St
N Armel Dr
N Azusa Ave
Conwell Ave
N Eastbury Ave
22 20
18 19
21 24
CITY OF COVINA
SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 4
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary
Unincorporated Azusa
Unincorporated
W Arrow Hwy
N La Breda
S Azusa Ave State Route 39
W Covina Blvd
E Arrow Hwy
N Armel Dr
E Covina Blvd
N Conwell Ave
W Groverdale St
W Grondahl St
W Alcross St
N Armel Dr
N Azusa Ave
Conwell Ave
N Eastbury Ave
1.000
CITY OF COVINA
SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 4
LEGEND
Manhole
System Outlet
d/D < 0.50
0.50 < d/D < 0.64
0.64 < d/D < 0.85
0.85 < d/D
LACSD Sewer Main
Covina City Boundary
Area 4 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 18 24 19 8.000 294.190 0.785 2.249 1.000 0.565 -0.220 0.640 0.382 -0.403 2 20 19 21 8.000 298.810 0.785 2.249 1.000 0.566 -0.220 0.640 0.382 -0.403 3 22 21 23 8.000 253.870 0.785 2.249 1.000 0.565 -0.220 0.640 0.382 -0.403 Date: Tuesday, June 16, 2020, Time: 08:54:32, Page 1 Page 317 of 1383 Area 4 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 18 0.500 12.000 2.611 0.407
2 20 0.500 12.000 2.613 0.407
3 22 0.500 12.000 2.612 0.407
Date: Tuesday, June 16, 2020, Time: 08:54:33, Page 2 Page 318 of 1383 Area 4 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
18 20
22 24
19 21
23 505.0
506.6
508.2
509.8
511.4
513.0
514.6
516.2
517.8
519.4
521.0
0.0 84.7 169.4 254.1 338.8 423.5 508.2 592.9 677.6 762.3 847.0
W Grondahl St
N
A
z
u
s
a
A
ve
State
R
o
ute
3 9 6
8 4
1 2
3 5
7 CITY OF COVINA
SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 5
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary
W Grondahl St
N
A
z
u
s
a
A
ve
State
R
o
ute
3 9 0.368
0.367 0.273
0.182
CITY OF COVINA
SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 5
LEGEND
Manhole
System Outlet
d/D < 0.50
0.50 < d/D < 0.64
0.64 < d/D < 0.85
0.85 < d/D
LACSD Sewer Main
Covina City Boundary
Area 5 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
1 1 2 3 8.000 291.491 0.053 1.213 0.182 0.538 0.485 0.640 0.364 2 4 3 5 8.000 272.503 0.147 1.898 0.273 0.665 0.518 0.640 0.449 3 6 5 7 8.000 215.018 0.221 1.899 0.368 0.567 0.345 0.640 0.383 4 8 7 9 8.000 320.768 0.221 1.903 0.367 0.568 0.347 0.640 0.384 Date: Tuesday, June 16, 2020, Time: 09:45:14, Page 1
Area 5 Output
ID Design Excess
(cfs) Design d/D Ratio Replacement Diameter/Depth(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.311 0.500
2 4 0.303 0.500
3 6 0.162 0.500
4 8 0.163 0.500
Date: Tuesday, June 16, 2020, Time: 09:45:14, Page 2
Area 5 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
1 4
6 8
2 3
5 7
9 497.0
499.1
501.2
503.3
505.4
507.5
509.6
511.7
513.8
515.9
518.0
0 110 220 330 440 550 660 770 880 990 1100
W Grondahl St
N
A
z
u
s
a
A
ve
State
R
o
ute
3 9
C
o
n
w
ell A
ve
1 6
4 3
5 7
CITY OF COVINA
SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 6
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary
W Grondahl St
N
A
z
u
s
a
A
ve
State
R
o
ute
3 9
C
o
n
w
ell A
ve
0.16 6
0.143
0.115
CITY OF COVINA
SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 6
LEGEND
Manhole
System Outlet
d/D < 0.50
0.50 < d/D < 0.64
0.64 < d/D < 0.85
0.85 < d/D
LACSD Sewer Main
Covina City Boundary
Area 6 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 3 2 8.000 72.011 0.107 2.815 0.166 1.323 1.217 0.640 0.895 0.788 2 4 5 3 8.000 313.091 0.034 1.527 0.115 0.898 0.863 0.640 0.607 0.572 3 6 7 3 8.000 196.490 0.072 2.368 0.143 1.220 1.147 0.640 0.825 0.752 Date: Tuesday, June 16, 2020, Time: 11:05:17, Page 1 Page 327 of 1383 Area 6 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500 0.000 0.000 0.000
2 4 0.500
3 6 0.500
Date: Tuesday, June 16, 2020, Time: 11:05:17, Page 2 Page 328 of 1383 Area 6 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
4 1
5 3
2 498.0
499.3
500.6
501.9
503.2
504.5
505.8
507.1
508.4
509.7
511.0
0.0 38.5 77.0 115.5 154.0 192.5 231.0 269.5 308.0 346.5 385.0
1 12
6 4 10 8
N Enid Ave
Leaf Ave
E Gragmont
St
E Tudor St
E Bellbrook St
W Grondahl St
N
Banewell Ave
Brookport St
Vogue Ave
W Bellbrook St
Lark Ellen Ave
N Vogue Ave
N Lark Ellen Ave
N Rimsdale Ave
E Brookport St
W Benwood St
Masline St
E Nubia St
Devanah St
Bygrove
St
Gragmont St
E Groverdale St
W Greenhaven St
2 3
5 7
9 11
CITY OF COVINA
SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 7
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary
0.030
0.099
0.082 0.063 0.111 0.097
N Enid Ave
Leaf Ave
E Gragmont
St
E Tudor St
E Bellbrook St
W Grondahl St
N
Banewell Ave
Brookport St
Vogue Ave
W Bellbrook St
Lark Ellen Ave
N Vogue Ave
N Lark Ellen Ave
N Rimsdale Ave
E Brookport St
W Benwood St
Masline St
E Nubia St
Devanah St
Bygrove
St
Gragmont St
E Groverdale St
W Greenhaven St
CITY OF COVINA
SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 7
LEGEND
Manhole
System Outlet
d/D < 0.50
0.50 < d/D < 0.64
0.64 < d/D < 0.85
0.85 < d/D
LACSD Sewer Main
Covina City Boundary
Area 7 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 2 3 8.000 178.492 0.000 0.000 0.000 0.805 0.000 0.640 0.544 0.000 2 10 9 11 8.000 286.817 0.029 1.404 0.108 0.860 0.831 0.640 0.581 0.553 3 12 11 13 8.000 218.770 0.032 1.871 0.096 1.234 1.202 0.640 0.834 0.802 4 4 3 5 8.000 268.515 0.007 0.936 0.057 0.863 0.856 0.640 0.583 0.576 5 6 5 7 8.000 287.059 0.014 1.123 0.078 0.850 0.836 0.640 0.574 0.560 6 8 7 9 8.000 284.021 0.021 1.265 0.094 0.848 0.827 0.640 0.573 0.552 Date: Tuesday, June 16, 2020, Time: 12:17:10, Page 1 Page 332 of 1383 Area 7 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500 0.000 0.000 0.000
2 10 0.500
3 12 0.500 8.000 2.248 0.085
4 4 0.500
5 6 0.500
6 8 0.500
Date: Tuesday, June 16, 2020, Time: 12:17:10, Page 2 Page 333 of 1383 Area 7 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
1 4
6 8
10 12
2 3
5 7
9 11
13 473.0
475.4
477.8
480.2
482.6
485.0
487.4
489.8
492.2
494.6
497.0
0.0 152.4 304.8 457.2 609.6 762.0 914.4 1066.8 1219.2 1371.6 1524.0
Unincorporated
N Vogue Ave
E Tudor St
N
Enid Ave
E Bellbrook St
Lark Ellen Ave
Leaf Ave
N
Homerest Ave
W Benbow St
W Grondahl St
N
Banewell Ave
Brookport St
Vogue Ave
W Bellbrook St
E Benbow St
N
Rimsdale Ave
W Benwood St
N Rimsdale Ave
E Benwood St
E Brookport St
Masline St
N Lark Ellen Ave
E Nubia St
Devanah St
E Groverdale St
W Greenhaven St
1 4
6 3
5 7
CITY OF COVINA
SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 8
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary
Unincorporated
N Vogue Ave
E Tudor St
N
Enid Ave
E Bellbrook St
Lark Ellen Ave
Leaf Ave
N
Homerest Ave
W Benbow St
W Grondahl St
N
Banewell Ave
Brookport St
Vogue Ave
W Bellbrook St
E Benbow St
N
Rimsdale Ave
W Benwood St
N Rimsdale Ave
E Benwood St
E Brookport St
Masline St
N Lark Ellen Ave
E Nubia St
Devanah St
E Groverdale St
W Greenhaven St
0.084 0.080
0 0. 65
3 5
7 CITY OF COVINA
SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 8
LEGEND
Manhole
System Outlet
d/D < 0.50
0.50 < d/D < 0.64
0.64 < d/D < 0.85
0.85 < d/D
LACSD Sewer Main
Covina City Boundary
Area 8 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 3 2 8.000 328.640 0.023 1.671 0.084 1.206 1.183 0.640 0.815 0.792 2 4 5 3 8.000 288.147 0.016 1.236 0.080 0.916 0.900 0.640 0.619 0.603 3 6 7 5 8.000 359.562 0.008 0.833 0.065 0.707 0.699 0.640 0.478 0.470 Date: Tuesday, June 16, 2020, Time: 13:32:41, Page 1 Page 337 of 1383 Area 8 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500
2 4 0.500
3 6 0.500
Date: Tuesday, June 16, 2020, Time: 13:32:41, Page 2 Page 338 of 1383 Area 8 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
6 4
1 7
5 3
2 478
480
482
484
486
488
490
492
494
496
498
0.0 97.6 195.2 292.8 390.4 488.0 585.6 683.2 780.8 878.4 976.0
Unincorporated
N Azusa Ave State Route 39
Southern Pacific RR
W Edna Pl
E Cypress St W Cypress St
N Vogue Ave
W Chester
Rd
W Edna Pl
Golden
Grove Wy
W Front St
Glentana
St
N Lark Ellen Ave
E Queenside Dr
Leaf Ave
E Bellbrook St
N Homerest Ave
N Rimsdale Ave
NLark
EllenLn
Homerest Ave
N Janalinda Ave
W Bellbrook St
W Front St
N Vogue Ave
E Benbow St
W Bridger St
W Benwood St
Queenside Dr
W Bobbie St
N En di Ave
W Glentana St
E Benwood St
Fredkin Dr
Mc Gill St
N Rimsdale Ave
N Waterbury Ave
W Benbow St
Kingside Dr
E Edna Pl
Coolfield Dr
18 10
51 45
41 47
53 36
24 30
48 14
28 12
39 16
43 8
32 26
6 20 22
4 1
34 7 5 3 2 9 11
13 15 17
19 21 23
25 27
29 31
33 35
40 38 37
42 44
46 50 49
52 CITY OF COVINA
SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 13
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary
Unincorporated
N Azusa Ave State Route 39
Southern Pacific RR
W Edna Pl
E Cypress St W Cypress St
N Vogue Ave
W Chester
Rd
W Edna Pl
Golden
Grove Wy
W Front St
Glentana
St
N Lark Ellen Ave
E Queenside Dr
Leaf Ave
E Bellbrook St
N Homerest Ave
N Rimsdale Ave
NLark
EllenLn
Homerest Ave
N Janalinda Ave
W Bellbrook St
W Front St
N Vogue Ave
E Benbow St
W Bridger St
W Benwood St
Queenside Dr
W Bobbie St
N En di Ave
W Glentana St
E Benwood St
Fredkin Dr
Mc Gill St
N Rimsdale Ave
N Waterbury Ave
W Benbow St
Kingside Dr
E Edna Pl
Coolfield Dr
0.092
0.528
0.050
0.468
0.427
0.472
0.058
0.479
0.041
0.086
0.045
0.518
0.098
0.702
0.462
0.508
0.477
0.097
0.067
0.110
0.085
0.082 0.043
0.069 0.047
0.046
CITY OF COVINA
SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 13
LEGEND
Manhole
System Outlet
d/D < 0.50
0.50 < d/D < 0.64
0.64 < d/D < 0.85
0.85 < d/D
LACSD Sewer Main
Covina City Boundary
Area 13 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 2 3 8.000 304.107 0.006 1.088 0.047 1.138 1.131 0.640 0.769 0.762 2 10 9 11 8.000 73.120 0.634 3.453 0.520 0.877 0.243 0.640 0.593 -0.041 3 12 13 9 8.000 211.315 0.611 2.383 0.689 0.551 -0.059 0.640 0.373 -0.238 4 14 15 13 8.000 245.154 0.611 3.396 0.512 0.868 0.257 0.640 0.587 -0.024 5 16 17 15 8.000 224.670 0.582 3.320 0.502 0.856 0.274 0.640 0.579 -0.003 6 18 19 17 8.000 63.878 0.007 0.867 0.055 0.816 0.810 0.640 0.552 0.545 7 20 21 19 8.000 298.383 0.006 0.968 0.047 1.006 1.000 0.640 0.680 0.674 8 22 23 21 8.000 329.948 0.000 0.000 0.000 1.030 0.000 0.640 0.696 0.000 9 24 25 13 8.000 143.636 0.000 0.000 0.000 0.529 0.000 0.640 0.357 0.000 10 26 27 15 8.000 263.310 0.026 1.269 0.110 0.771 0.745 0.640 0.521 0.495 11 28 29 27 8.000 241.850 0.021 1.168 0.098 0.762 0.742 0.640 0.515 0.495 12 30 31 29 8.000 211.361 0.016 1.087 0.086 0.768 0.752 0.640 0.519 0.503 13 32 33 31 8.000 317.056 0.012 1.165 0.067 0.967 0.955 0.640 0.654 0.642 14 34 35 33 8.000 366.106 0.007 1.154 0.046 1.221 1.214 0.640 0.825 0.818 15 36 37 38 8.000 157.303 0.554 3.351 0.479 0.881 0.327 0.640 0.596 0.041 16 39 38 40 8.000 268.675 0.559 3.553 0.462 0.950 0.391 0.640 0.642 0.083 17 4 3 5 8.000 341.872 0.012 1.136 0.069 0.925 0.913 0.640 0.625 0.613 18 41 40 42 8.000 158.723 0.562 3.950 0.427 1.095 0.533 0.640 0.740 0.178 19 43 42 44 8.000 311.531 0.567 3.448 0.477 0.908 0.341 0.640 0.614 0.047 20 45 44 46 8.000 98.104 0.570 3.555 0.468 0.945 0.375 0.640 0.639 0.069 21 47 46 17 8.000 151.481 0.573 3.534 0.472 0.935 0.362 0.640 0.632 0.059 22 48 49 50 8.000 242.521 0.000 0.000 0.000 0.836 0.000 0.640 0.565 0.000 23 51 50 52 8.000 110.773 0.000 0.000 0.000 0.993 0.000 0.640 0.671 0.000 24 53 52 21 8.000 180.121 0.000 0.000 0.000 0.916 0.000 0.640 0.619 0.000 25 6 5 7 8.000 232.345 0.018 1.239 0.085 0.882 0.864 0.640 0.596 0.578 26 8 7 9 8.000 281.983 0.023 1.334 0.097 0.877 0.854 0.640 0.593 0.570 Date: Sunday, August 23, 2020, Time: 19:41:30, Page 1 Page 342 of 1383 Area 13 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500
2 10 0.500 0.000 0.000 0.000
3 12 0.500 10.000 2.415 0.471
4 14 0.500 0.000 0.000 0.000
5 16 0.500 0.000 0.000 0.000
6 18 0.500
7 20 0.500
8 22 0.500 0.000 0.000 0.000
9 24 0.500 0.000 0.000 0.000
10 26 0.500
11 28 0.500
12 30 0.500
13 32 0.500
14 34 0.500
15 36 0.500 0.000 0.000 0.000
16 39 0.500 0.000 0.000 0.000
17 4 0.500
18 41 0.500 0.000 0.000 0.000
19 43 0.500 0.000 0.000 0.000
20 45 0.500 0.000 0.000 0.000
21 47 0.500 0.000 0.000 0.000
22 48 0.500 0.000 0.000 0.000
23 51 0.500 0.000 0.000 0.000
24 53 0.500 0.000 0.000 0.000
25 6 0.500
26 8 0.500
Date: Sunday, August 23, 2020, Time: 19:41:30, Page 2 Page 343 of 1383 Area 13 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
39 41
43 45
47 16
14 12
10 38
40 42
44 46
17 15
13 9
11 456.0
458.7
461.4
464.1
466.8
469.5
472.2
474.9
477.6
480.3
483.0
0.0 174.3 348.6 522.9 697.2 871.5 1045.8 1220.1 1394.4 1568.7 1743.0
West Covina
Unincorporated
Unincorporated
W Badillo St
E Cypress St
Southern Pacific RR
W San Bernardino Rd
N Vincent Ave
N Lark Ellen Ave
Coney Ave
N V ni cent Ave
Roxburgh Av
Kingside Dr e
Queenside Dr
E Edna Pl
N Carvol
Ave
N Duna Dr
E Badillo St
N Carvol Dr
N Lyall Ave
S Lark Ellen Ave
Ballentine Pl
E Clovermead St
Aspan Ave
Greenberry Ave McGill St
Cutter Wy
E San Bernardino Rd
Bridger St
N Lark Ellen Ln
N Sa ni t Ma ol Ave
N Trujil ol Dr
W Industrial Park St
16 4 6 1
8 10 12 14
3 5
7 9 11 13 15 17
CITY OF COVINA
SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 14
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary
West Covina
Unincorporated
Unincorporated
W Badillo St
E Cypress St
Southern Pacific RR
W San Bernardino Rd
N Vincent Ave
N Lark Ellen Ave
Coney Ave
N V ni cent Ave
Roxburgh Av
Kingside Dr e
Queenside Dr
E Edna Pl
N Carvol
Ave
N Duna Dr
E Badillo St
N Carvol Dr
N Lyall Ave
S Lark Ellen Ave
Ballentine Pl
E Clovermead St
Aspan Ave
Greenberry Ave McGill St
Cutter Wy
E San Bernardino Rd
Bridger St
N Lark Ellen Ln
N Sa ni t Ma ol Ave
N Trujil ol Dr
W Industrial Park St
0.333
0.629 0.587 0.628
0.585 0.538 0.488 0.388
CITY OF COVINA
SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 14
LEGEND
Manhole
System Outlet
d/D < 0.50
0.50 < d/D < 0.64
0.64 < d/D < 0.85
0.85 < d/D
LACSD Sewer Main
Covina City Boundary
Area 14 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 3 2 10.000 262.753 0.838 2.326 0.628 0.862 0.024 0.640 0.583 -0.255 2 10 11 9 10.000 353.465 0.651 2.175 0.538 0.851 0.200 0.640 0.575 -0.075 3 12 13 11 10.000 355.401 0.550 2.082 0.488 0.849 0.299 0.640 0.574 0.023 4 14 15 13 10.000 328.784 0.454 2.320 0.388 1.053 0.598 0.640 0.712 0.257 5 16 17 15 10.000 215.935 0.344 2.169 0.333 1.066 0.722 0.640 0.721 0.377 6 4 5 3 10.000 329.358 0.838 2.318 0.629 0.859 0.021 0.640 0.581 -0.258 7 6 7 5 10.000 267.289 0.756 2.271 0.587 0.861 0.104 0.640 0.582 -0.175 8 8 9 7 10.000 394.215 0.751 2.263 0.585 0.858 0.108 0.640 0.580 -0.170 Date: Monday, July 13, 2020, Time: 11:37:15, Page 1 Page 347 of 1383 Area 14 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500 0.000 0.000 0.000
2 10 0.500 0.000 0.000 0.000
3 12 0.500 0.000 0.000 0.000
4 14 0.500 0.000 0.000 0.000
5 16 0.500 0.000 0.000 0.000
6 4 0.500 0.000 0.000 0.000
7 6 0.500 0.000 0.000 0.000
8 8 0.500
Date: Monday, July 13, 2020, Time: 11:37:16, Page 2 Page 348 of 1383 Area 14 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
16 14
12 10
8 6
4 1
17 15
13 11
9 7
5 3
2 434.0
435.8
437.6
439.4
441.2
443.0
444.8
446.6
448.4
450.2
452.0
0.0 250.7 501.4 752.1 1002.8 1253.5 1504.2 1754.9 2005.6 2256.3 2507.0
Southern Pacific RR
W San Bernardino Rd
W Badillo St
W Grovecenter St
N Vincent Ave
E Badillo St
N Vincent
Ave
N Duna Dr
N Carvol Ave
N Greenberry Ave
N Lyall Ave
Aspan Ave
N Carvol Dr
W Elgenia Ave
Roxburgh Ave
E Edna Pl
N Astell Ave
Ballentine Pl
Cutter Wy
W Louisa Ave
E Elgenia St
McGill St
E Edna Pl
E Grovecenter St
E San Bernardino Rd
Bridger St
E Louisa Ave
W Industrial Park St
54 53
43 48
50 52
45 42
1 30
40 14
23 28
10 8
33 55
37 35
6 19
4 21 12
16 25
2 3
5 7
9 11
13 15
17 18
20 22
24 26
27 31
32 34
36 39 38
41 44
46 49 47
51 CITY OF COVINA
SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 15
LEGEND
Manhole
System Outlet
Sanitary Sewer
Covina City Boundary
Southern Pacific RR
W San Bernardino Rd
W Badillo St
W Grovecenter St
N Vincent Ave
E Badillo St
N Vincent
Ave
N Duna Dr
N Carvol Ave
N Greenberry Ave
N Lyall Ave
Aspan Ave
N Carvol Dr
W Elgenia Ave
Roxburgh Ave
E Edna Pl
N Astell Ave
Ballentine Pl
Cutter Wy
W Louisa Ave
E Elgenia St
McGill St
E Edna Pl
E Grovecenter St
E San Bernardino Rd
Bridger St
E Louisa Ave
W Industrial Park St
0.352
0.387
0.046
0.131
0.072
0.151
0.104
0.172
0.091
0.139
0.153
0.189
0.460 0.686
0.301 0.333
0.200
0.489
0.118
0.237
0.366
0.278
0.394
0.289 0.293 0.177
0.541
CITY OF COVINA
SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 15
LEGEND
Manhole
System Outlet
d/D < 0.50
0.50 < d/D < 0.64
0.64 < d/D < 0.85
0.85 < d/D
Covina City Boundary
Area 15 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 2 3 8.000 175.318 0.018 1.142 0.091 0.781 0.763 0.640 0.528 0.510 2 10 11 9 8.000 204.349 0.181 2.074 0.298 0.693 0.511 0.640 0.468 0.287 3 12 13 11 8.000 388.183 0.140 1.668 0.289 0.566 0.427 0.640 0.383 0.243 4 14 15 13 8.000 207.697 0.055 1.207 0.189 0.524 0.469 0.640 0.354 0.299 5 16 17 18 8.000 396.420 0.084 2.020 0.177 0.913 0.828 0.640 0.617 0.533 6 19 18 20 8.000 345.690 0.129 1.631 0.278 0.566 0.437 0.640 0.383 0.254 7 21 20 22 8.000 373.849 0.144 1.721 0.289 0.584 0.441 0.640 0.395 0.251 8 23 22 24 10.000 210.671 0.465 1.907 0.458 0.800 0.334 0.640 0.540 0.075 9 25 26 27 10.000 389.903 0.612 2.040 0.539 0.798 0.186 0.640 0.539 -0.072 10 28 27 29 10.000 278.003 0.875 2.202 0.684 0.798 -0.077 0.640 0.539 -0.336 11 30 31 32 10.000 188.522 0.048 1.052 0.139 0.862 0.813 0.640 0.582 0.534 12 33 32 34 10.000 237.730 0.100 1.295 0.200 0.850 0.749 0.640 0.574 0.474 13 35 34 36 10.000 284.094 0.143 1.452 0.237 0.862 0.719 0.640 0.583 0.439 14 37 38 39 8.000 279.897 0.023 0.980 0.118 0.567 0.544 0.640 0.383 0.360 15 4 5 3 8.000 373.229 0.298 2.347 0.392 0.679 0.381 0.640 0.459 0.161 16 40 39 41 8.000 199.389 0.040 1.166 0.153 0.575 0.535 0.640 0.388 0.349 17 42 41 13 8.000 133.542 0.046 1.201 0.166 0.565 0.519 0.640 0.382 0.336 18 43 44 41 8.000 73.208 0.000 0.000 0.000 0.662 0.000 0.640 0.448 0.000 19 45 46 47 8.000 144.009 0.023 1.198 0.104 0.754 0.731 0.640 0.510 0.487 20 48 47 49 8.000 105.200 0.037 1.357 0.131 0.736 0.700 0.640 0.498 0.461 21 50 51 49 8.000 120.365 0.011 0.950 0.072 0.753 0.742 0.640 0.509 0.498 22 52 49 15 8.000 117.420 0.051 1.550 0.151 0.771 0.720 0.640 0.521 0.470 23 53 3 22 10.000 43.011 0.316 1.631 0.385 0.743 0.428 0.640 0.502 0.187 24 54 36 27 8.000 32.216 0.204 1.864 0.352 0.569 0.365 0.640 0.385 0.180 25 55 24 26 10.000 267.185 0.513 1.948 0.487 0.795 0.282 0.640 0.538 0.024 26 6 7 5 8.000 326.821 0.268 2.335 0.364 0.701 0.433 0.640 0.474 0.206 27 8 9 7 8.000 218.213 0.221 2.198 0.330 0.694 0.474 0.640 0.469 0.249 Date: Friday, June 26, 2020, Time: 10:48:04, Page 1 Page 352 of 1383 Area 15 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500
2 10 0.500 0.000 0.000 0.000
3 12 0.500 8.000 2.012 0.253
4 14 0.500
5 16 0.500 0.000 0.000 0.000
6 19 0.500
7 21 0.500 8.000 2.075 0.253
8 23 0.500 10.000 2.313 0.396
9 25 0.500 0.000 0.000 0.000
10 28 0.500 12.000 2.711 0.430
11 30 0.500
12 33 0.500
13 35 0.500
14 37 0.500
15 4 0.500 0.000 0.000 0.000
16 40 0.500
17 42 0.500
18 43 0.500 0.000 0.000 0.000
19 45 0.500
20 48 0.500
21 50 0.500
22 52 0.500
23 53 0.500
24 54 0.500 10.000 2.202 0.227
25 55 0.500 10.000 2.366 0.419
26 6 0.500 0.000 0.000 0.000
27 8 0.500
Date: Friday, June 26, 2020, Time: 10:48:04, Page 2 Page 353 of 1383 Area 15 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
37 40
42 12
10 8
6 4
53 23
55 25
28 38
39 41 13 11
9 7
5 3
22 24
26 27
29 426.0
428.5
431.0
433.5
436.0
438.5
441.0
443.5
446.0
448.5
451.0
0.0 331.2 662.4 993.6 1324.8 1656.0 1987.2 2318.4 2649.6 2980.8 3312.0
Unincorporated
Southern Pacific RR
W Edna Pl
Queenside
Dr
E Queenside Dr
W Bridger St
N
L
a
rk
Elle
n
A
ve
C
o
olf
ei dl D
r
Fre
d
k
ni D
r
W Front St
N
Vo
g
u
e
A
v
e
N
En
di A
v
e
W Glentana St
N Lark Ellen Ln
E Edna Pl
1 2
CITY OF COVINA
SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 16
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary
Unincorporated
Southern Pacific RR
W Edna Pl
Queenside
Dr
E Queenside Dr
W Bridger St
N
L
a
rk
Elle
n
A
ve
C
o
olf
ei dl D
r
Fre
d
k
ni D
r
W Front St
N
Vo
g
u
e
A
v
e
N
En
di A
v
e
W Glentana St
N Lark Ellen Ln
E Edna Pl
0.044
CITY OF COVINA
SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 16
LEGEND
Manhole
System Outlet
d/D < 0.50
0.50 < d/D < 0.64
0.64 < d/D < 0.85
0.85 < d/D
LACSD Sewer Main
Covina City Boundary
Area 16 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 2 3 8.000 196.274 0.004 0.817 0.044 0.896 0.891 0.640 0.605 0.601 Date: Friday, June 26, 2020, Time: 13:33:47, Page 1 Page 357 of 1383 Area 16 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500
Date: Friday, June 26, 2020, Time: 13:33:47, Page 2 Page 358 of 1383 Area 16 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
1 2
3 453.0
454.4
455.8
457.2
458.6
460.0
461.4
462.8
464.2
465.6
467.0
0.0 19.6 39.2 58.8 78.4 98.0 117.6 137.2 156.8 176.4 196.0
Southern Pacific RR
W Edna Pl
W San Bernardino Rd
E Queenside Dr
Homerest Ave
N Lark
Ellen Ave
Fredkin Dr
W Front St
N
Vogue Ave
W Bridger St
Queenside Dr
N
En di Ave
W Glentana St
N Lark Ellen Ln
N
Janalinda Ave
Coolf ei dl Dr
Mc Gill St
N Waterbury Ave
Kingside Dr
E Edna Pl
10 1 6 8
20 17
18 4
14 12
3 5
7 9
11 13
16 15
19 21
CITY OF COVINA
SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 17
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
CovinaCityBoundary
Southern Pacific RR
W Edna Pl
W San Bernardino Rd
E Queenside Dr
Homerest Ave
N Lark
Ellen Ave
Fredkin Dr
W Front St
N
Vogue Ave
W Bridger St
Queenside Dr
N
En di Ave
W Glentana St
N Lark Ellen Ln
N
Janalinda Ave
Coolf ei dl Dr
Mc Gill St
N Waterbury Ave
Kingside Dr
E Edna Pl
0.063
0.133
0.099 0.116
0.062
0.078
0.065
0.056
0.045
CITY OF COVINA
SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 17
LEGEND
Manhole
System Outlet
d/D < 0.50
0.50 < d/D < 0.64
0.64 < d/D < 0.85
0.85 < d/D
LACSD Sewer Main
CovinaCityBoundary
Area 17 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 3 2 8.000 107.615 0.043 1.567 0.133 0.842 0.799 0.640 0.569 0.526 2 10 11 9 8.000 68.733 0.009 0.931 0.063 0.802 0.793 0.640 0.542 0.533 3 12 13 11 8.000 236.305 0.008 1.443 0.045 1.561 1.553 0.640 1.055 1.047 4 14 15 16 8.000 278.694 0.008 1.016 0.056 0.954 0.947 0.640 0.645 0.637 5 17 16 9 8.000 250.092 0.012 0.919 0.078 0.694 0.683 0.640 0.469 0.458 6 18 19 7 8.000 245.887 0.006 0.668 0.065 0.566 0.559 0.640 0.382 0.376 7 20 21 5 8.000 207.478 0.007 0.770 0.062 0.670 0.663 0.640 0.453 0.446 8 4 5 3 8.000 273.935 0.042 1.862 0.116 1.091 1.049 0.640 0.738 0.695 9 6 7 5 8.000 255.262 0.031 1.369 0.116 0.801 0.770 0.640 0.542 0.511 10 8 9 7 8.000 232.977 0.022 1.239 0.099 0.801 0.779 0.640 0.541 0.519 Date: Friday, June 26, 2020, Time: 13:55:40, Page 1 Page 362 of 1383 Area 17 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500
2 10 0.500
3 12 0.500
4 14 0.500
5 17 0.500
6 18 0.500
7 20 0.500
8 4 0.500
9 6 0.500
10 8 0.500
Date: Friday, June 26, 2020, Time: 13:55:40, Page 2 Page 363 of 1383 Area 17 Output
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
12 10
8 6
4 1
13 11 9
7 5
3 2
452.0
454.6
457.2
459.8
462.4
465.0
467.6
470.2
472.8
475.4
478.0
0.0 117.5 235.0 352.5 470.0 587.5 705.0 822.5 940.0 1057.5 1175.0
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West Covina
Unincorporated
Unincorporated
E Edna Pl
Southern Pacific RR
W San Bernardino Rd
S Eileen Ave
W Edna Pl
N Hollenbeck Ave
E Cypress St
E Badillo St
W Badillo St
W Clovermead St
N A mr el Dr
N Heathdale Ave
N Lark Ellen Ave
Heathdale
Ave
N Lark ni Dr
W Cypress St
N Rimsdale Ave
Armel Dr
N Conwell Ave
Larkin Dr
N Vogue Ave
N Azusa Ave State Route 39
N Houser Dr
N Eas bt ury Ave
N La Breda
N Hol el nbeck Ave
N Azusa Ave State Route 39
N Omalley
Ave
E Bellbrook St
E Louisa
Ave
E Queenside Dr
S Homerest Ave
Lark El el n Ave
NLark
Ellen Ln
E Clovermead St
W Grovecenter St
N Myrtlewood Ave
N Eileen St
E Covina Blvd
N Homerest Ave
N Homerest Ave
N Rimsdale Ave
N Elspe ht Wy
W Covina Blvd
N Leaf Ave
Bridger St
Glentana St
N Rinard Ave
Leaf Ave
W Edna Pl
Homerest Ave
N Hea ht da el Ave
Brook port St
S Hyac ni ht Ave
Iris Ave
N Armel Dr
W Bellbrook St
N Phillips Ave
W Front St
N Vogue Ave
W Front St
E Benbow St
W Bridger St
E Griswold Rd
Kelby St
Brookport St
W Benwood St
E Benbow St
Larkin Ave
W Badillo St
Queenside Dr
W Bobbie St
E Grovecenter St
N En di Ave
E Cypress St
W Glentana St
E Benwood St
E Brookport St
Fredkin Dr
N Els peth Wy
N Heathdale Ave
W Golden Grove Wy
E Louisa Ave
N Janalinda Ave
N Neil St
W Adams Park Dr
W Palm Dr
W Kenoak Dr
N Ca or l ni e Ave
Mc Gill St
La Breda Ave
S Waterbury Ave
N Hyac ni ht Ave
N But et rf ei dl Rd
E Bellbrook St
Masline St
S Lark Ellen Ave
S Leaf Ave
N Waterb ury Ave
Golden Grove Wy
W Benbow St
Kingside Dr
W Grondahl St
W Greenhaven St
E Edna Pl
W Grondahl
St
Conwell Ave
Coolfield Dr
N Duxford Ave
Dover Rd
N Armel Dr
N Eastbury Ave
E Benwood St
W Griswold Rd
W Chester Rd
S Heathdale Ave
S Houser Dr
S A mr el Dr
188
182
32 7
178
47 180
175
170
127
19 167
125
185
172
40 189
129
49 27
82 29
101
187
84 103
145
21 65
37 139
79 88
131
119
151
17 136
165
117
138
186
113
107 111
148
142
144
133
123
77 174
109
23 105
94 92
15 90
150
9 1
115
156
35 176
160
121
158 153
53 86
69 164 161
95 51
57 61 63
42 59 71
13 11
55 97 99
67 4
7 75
3 44
25 2
3 5 6 8 12 10 18 16 14
22 24 26
28 30
31 33
34 36
38 39
41 43
45 46
48 50
52 54
56 58 60 62 64 66 68 70 72
74 76
78 80
81 83
85 89 87 91 93
96 98 100
102
104 106 108 110 112
114
116
118 120 122 124 126 128
130
132
134
135
137
140
141
143
146
147
149 152
159 157 155 154
162 163
166
168 171 169
173
179 177 181
183
184
CITY OF COVINA
SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 18
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary
!( !(
!( !( !( !( !( !( !( !(
!(
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!(
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!(
!(
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!(
!(
!(
!(
!(
!( !( !( !( !( !( !(
!( !(
!(
!(
!(
!(
!(
!(
!(
!( !( !( !(
!( !( !(
!(
!(
!( !( !( !(
!(
!(
!( !( !( !(
!( !(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!( !(
!( !( !( !(
!( !(
!(
!( !( !( !(
!( !( !(
!(
!(
West Covina
Unincorporated
Unincorporated
E Edna Pl
Southern Pacific RR
W San Bernardino Rd
S Eileen Ave
W Edna Pl
N Hollenbeck Ave
E Cypress St
E Badillo St
W Badillo St
W Clovermead St
N A mr el Dr
N Heathdale Ave
N Lark Ellen Ave
Heathdale
Ave
N Lark ni Dr
W Cypress St
N Rimsdale Ave
Armel Dr
N Conwell Ave
Larkin Dr
N Vogue Ave
N Azusa Ave State Route 39
N Houser Dr
N Eas bt ury Ave
N La Breda
N Hol el nbeck Ave
N Azusa Ave State Route 39
N Omalley
Ave
E Bellbrook St
E Louisa
Ave
E Queenside Dr
S Homerest Ave
Lark El el n Ave
NLark
Ellen Ln
E Clovermead St
W Grovecenter St
N Myrtlewood Ave
N Eileen St
E Covina Blvd
N Homerest Ave
N Homerest Ave
N Rimsdale Ave
N Elspe ht Wy
W Covina Blvd
N Leaf Ave
Bridger St
Glentana St
N Rinard Ave
Leaf Ave
W Edna Pl
Homerest Ave
N Hea ht da el Ave
Brook port St
S Hyac ni ht Ave
Iris Ave
N Armel Dr
W Bellbrook St
N Phillips Ave
W Front St
N Vogue Ave
W Front St
E Benbow St
W Bridger St
E Griswold Rd
Kelby St
Brookport St
W Benwood St
E Benbow St
Larkin Ave
W San Bernardino Rd
W Badillo St
Queenside Dr
W Bobbie St
E Grovecenter St
N En di Ave
E Cypress St
W Glentana St
E Benwood St
E Brookport St
Fredkin Dr
N Els peth Wy
N Heathdale Ave
W Golden Grove Wy
E Louisa Ave
N Janalinda Ave
N Neil St
W Adams Park Dr
W Palm Dr
W Kenoak Dr
N Ca or l ni e Ave
Mc Gill St
La Breda Ave
S Waterbury Ave
N Hyac ni ht Ave
N But et rf ei dl Rd
E Bellbrook St
Masline St
S Lark Ellen Ave
S Leaf Ave
N Waterb ury Ave
Golden Grove Wy
W Benbow St
Kingside Dr
W Grondahl St
W Greenhaven St
E Edna Pl
W Grondahl
St
Conwell Ave
W Front St
Coolfield Dr
N Duxford Ave
Dover Rd
N Armel Dr
N Eastbury Ave
E Benwood St
W Griswold Rd
W Chester Rd
S Heathdale Ave
S Houser Dr
S A mr el Dr
0.450
0.385
0.097
0.450
0.092
0.441
0.153
0.369
0.086
0.033
0.519
0.041
0.056
0.407
0.250
0 1. 48
0.415
0.055
0.367
0.136
0.063
0.091
0.208
0.108
0.072
0.200
0 0. 54
0 3. 57
0.062
0.146
0.054
0.050
0.219
0.044
0.084
0.034
0.513
0 0. 81
0.038
0.109
0.094
0.150
0.130 0.041
0 0. 88
0.075
0.095
0 0. 55
0.057
0.055
0.172
0.104
0 2. 96
0.148
0.237 0.234
0.528
0.228
0 1. 11
0.438
0.394
0 1. 41
0.133
0.129
0.226
0.190
0.077
0.166 0.100
0.147
0 0. 81
0.042
0.165 0.144
0.097
0.172
0.095 0.071 0.068
0.357
0.078 0.043
0.516 0.521
0.113
0.082 0.059
0.453
0.078
0.103
0.432
0.263
CITY OF COVINA
SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 18
LEGEND
Manhole
System Outlet
d/D < 0.50
0.50 < d/D < 0.64
0.64 < d/D < 0.85
0.85 < d/D
LACSD Sewer Main
Covina City Boundary
Area 18 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 2 3 10.000 357.862 0.708 3.545 0.394 1.598 0.890 0.640 1.080 0.373 2 101 102 87 8.000 180.726 0.110 2.091 0.208 0.859 0.749 0.640 0.581 0.471 3 103 104 102 8.000 196.401 0.106 2.130 0.200 0.893 0.787 0.640 0.604 0.497 4 105 106 104 8.000 315.805 0.065 2.026 0.148 1.020 0.955 0.640 0.689 0.624 5 107 108 106 8.000 264.522 0.047 1.757 0.130 0.961 0.914 0.640 0.649 0.603 6 109 110 108 8.000 279.024 0.029 1.531 0.104 0.961 0.932 0.640 0.650 0.620 7 11 10 12 10.000 325.480 1.165 4.056 0.521 1.609 0.443 0.640 1.087 -0.078 8 111 112 110 8.000 232.053 0.005 1.086 0.041 1.237 1.232 0.640 0.836 0.831 9 113 114 104 8.000 245.255 0.038 1.188 0.148 0.597 0.559 0.640 0.404 0.365 10 115 116 114 8.000 306.133 0.033 1.096 0.141 0.568 0.535 0.640 0.384 0.351 11 117 118 116 8.000 238.692 0.025 1.195 0.109 0.727 0.702 0.640 0.491 0.467 12 119 120 118 8.000 261.406 0.018 1.279 0.084 0.921 0.903 0.640 0.622 0.605 13 121 122 120 8.000 311.428 0.015 1.238 0.077 0.939 0.924 0.640 0.635 0.619 14 123 124 122 8.000 284.707 0.009 1.064 0.057 0.978 0.969 0.640 0.661 0.653 15 125 126 124 8.000 183.266 0.007 0.933 0.056 0.871 0.864 0.640 0.589 0.581 16 127 128 126 8.000 90.053 0.003 0.788 0.033 1.043 1.040 0.640 0.705 0.702 17 129 130 126 8.000 184.699 0.004 0.599 0.055 0.567 0.563 0.640 0.383 0.379 18 13 12 14 10.000 313.467 1.172 4.134 0.516 1.647 0.475 0.640 1.113 -0.059 19 131 132 122 8.000 184.283 0.005 0.948 0.044 1.036 1.030 0.640 0.700 0.695 20 133 134 135 8.000 238.692 0.005 0.717 0.055 0.674 0.669 0.640 0.456 0.450 21 136 135 137 8.000 265.477 0.010 0.742 0.081 0.545 0.535 0.640 0.368 0.358 22 138 137 106 8.000 246.329 0.015 0.875 0.094 0.585 0.571 0.640 0.396 0.381 23 139 140 141 8.000 238.692 0.004 0.592 0.054 0.565 0.561 0.640 0.382 0.378 24 142 141 143 8.000 265.477 0.009 0.733 0.075 0.566 0.558 0.640 0.383 0.374 25 144 143 108 8.000 246.328 0.014 0.846 0.095 0.562 0.548 0.640 0.380 0.366 26 145 146 147 8.000 212.278 0.004 0.537 0.054 0.511 0.507 0.640 0.345 0.341 27 148 147 149 8.000 267.774 0.012 0.818 0.088 0.569 0.557 0.640 0.385 0.372 28 15 14 16 10.000 305.713 1.177 4.032 0.528 1.591 0.414 0.640 1.075 -0.102 29 150 149 110 8.000 270.445 0.021 0.996 0.111 0.599 0.578 0.640 0.405 0.384 30 151 152 149 8.000 272.681 0.004 1.041 0.034 1.347 1.343 0.640 0.911 0.907 31 153 154 155 8.000 327.299 0.032 1.742 0.100 1.121 1.089 0.640 0.758 0.726 32 156 155 157 8.000 280.509 0.052 1.894 0.133 1.018 0.966 0.640 0.688 0.636 33 158 157 159 8.000 302.636 0.079 2.084 0.166 0.980 0.901 0.640 0.663 0.584 34 160 159 48 8.000 297.102 0.107 2.306 0.190 0.997 0.891 0.640 0.674 0.568 35 161 162 163 8.000 341.556 0.052 1.684 0.144 0.863 0.811 0.640 0.584 0.532 36 164 163 43 8.000 304.881 0.093 2.468 0.165 1.165 1.072 0.640 0.787 0.695 37 165 166 147 8.000 280.221 0.004 0.867 0.038 1.051 1.047 0.640 0.710 0.706 38 167 168 169 8.000 137.994 0.007 1.403 0.041 1.617 1.610 0.640 1.093 1.086 39 17 16 18 10.000 209.631 1.182 4.198 0.513 1.676 0.494 0.640 1.133 -0.049 40 170 169 171 8.000 129.345 0.012 0.801 0.086 0.568 0.557 0.640 0.384 0.372 41 172 171 173 8.000 168.966 0.105 1.543 0.250 0.569 0.463 0.640 0.384 0.279 42 174 173 41 8.000 247.474 0.125 3.139 0.172 1.444 1.318 0.640 0.976 0.850 43 175 41 2 10.000 113.770 0.615 3.367 0.369 1.569 0.954 0.640 1.060 0.445 44 176 177 171 8.000 322.140 0.084 1.424 0.226 0.556 0.472 0.640 0.376 0.291 Date: Friday, June 26, 2020, Time: 14:23:15, Page 1 Page 367 of 1383 Area 18 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
45 178 179 177 8.000 82.076 0.016 1.021 0.092 0.693 0.676 0.640 0.468 0.452 46 180 181 177 8.000 68.756 0.048 1.404 0.153 0.692 0.645 0.640 0.468 0.420 47 182 184 183 10.000 64.459 0.760 3.923 0.385 1.788 1.028 0.640 1.208 0.448 48 185 3 184 10.000 77.116 0.743 3.565 0.407 1.581 0.838 0.640 1.069 0.326 49 186 30 183 8.000 264.870 0.043 1.308 0.150 0.654 0.611 0.640 0.442 0.399 50 187 33 26 8.000 113.358 0.056 2.796 0.108 1.719 1.662 0.640 1.162 1.105 51 188 45 43 8.000 12.000 0.326 2.139 0.450 0.579 0.252 0.640 0.391 0.065 52 189 183 5 10.000 46.827 0.816 3.821 0.415 1.679 0.863 0.640 1.135 0.319 53 19 18 20 10.000 135.558 1.184 4.142 0.519 1.646 0.461 0.640 1.112 -0.072 54 21 22 8 8.000 256.429 0.212 1.892 0.357 0.574 0.362 0.640 0.388 0.176 55 23 24 22 8.000 255.179 0.144 1.666 0.296 0.558 0.414 0.640 0.377 0.233 56 25 26 24 8.000 369.070 0.112 1.525 0.263 0.546 0.434 0.640 0.369 0.257 57 27 28 26 8.000 184.059 0.034 1.207 0.136 0.640 0.606 0.640 0.433 0.399 58 29 31 30 8.000 164.044 0.014 0.894 0.091 0.610 0.596 0.640 0.412 0.398 59 32 34 33 8.000 49.447 0.051 2.950 0.097 1.933 1.882 0.640 1.307 1.255 60 35 36 34 8.000 320.742 0.050 1.909 0.129 1.047 0.997 0.640 0.708 0.658 61 37 38 39 8.000 211.539 0.044 1.385 0.146 0.703 0.659 0.640 0.475 0.431 62 4 5 6 10.000 385.464 0.879 3.654 0.453 1.540 0.661 0.640 1.041 0.162 63 40 39 41 8.000 149.299 0.055 1.706 0.148 0.859 0.803 0.640 0.580 0.525 64 42 43 41 10.000 326.962 0.434 2.487 0.357 1.179 0.744 0.640 0.797 0.362 65 44 46 45 8.000 341.049 0.326 2.260 0.432 0.623 0.297 0.640 0.421 0.095 66 47 48 46 8.000 66.716 0.326 2.200 0.441 0.601 0.275 0.640 0.406 0.080 67 49 50 48 8.000 210.807 0.220 1.892 0.367 0.566 0.346 0.640 0.382 0.163 68 51 52 50 8.000 312.276 0.071 1.777 0.172 0.818 0.747 0.640 0.553 0.482 69 53 54 52 8.000 309.914 0.047 1.459 0.147 0.738 0.691 0.640 0.499 0.452 70 55 56 54 8.000 313.212 0.021 0.959 0.113 0.573 0.552 0.640 0.387 0.367 71 57 58 56 8.000 371.914 0.021 1.237 0.095 0.825 0.804 0.640 0.558 0.537 72 59 60 58 8.000 297.211 0.017 1.355 0.078 1.020 1.003 0.640 0.689 0.672 73 61 62 60 8.000 297.396 0.013 1.239 0.071 0.997 0.984 0.640 0.674 0.660 74 63 64 62 8.000 309.157 0.010 0.981 0.068 0.809 0.799 0.640 0.547 0.537 75 65 66 64 8.000 357.845 0.010 1.084 0.062 0.949 0.939 0.640 0.641 0.632 76 67 68 66 8.000 319.621 0.007 0.737 0.062 0.646 0.639 0.640 0.437 0.430 77 69 70 68 8.000 284.615 0.003 0.522 0.042 0.584 0.582 0.640 0.395 0.392 78 7 6 8 10.000 46.590 0.891 3.737 0.450 1.579 0.689 0.640 1.067 0.177 79 71 72 70 8.000 342.105 0.003 0.515 0.043 0.573 0.571 0.640 0.388 0.385 80 73 74 54 8.000 353.950 0.026 1.354 0.103 0.854 0.828 0.640 0.577 0.551 81 75 76 74 8.000 347.788 0.017 1.340 0.078 1.013 0.996 0.640 0.684 0.668 82 77 78 76 8.000 306.809 0.008 1.005 0.055 0.948 0.940 0.640 0.641 0.633 83 79 80 81 8.000 212.732 0.005 0.701 0.050 0.706 0.701 0.640 0.477 0.473 84 82 81 83 8.000 185.979 0.008 0.914 0.063 0.789 0.780 0.640 0.533 0.525 85 84 83 85 8.000 183.542 0.012 1.058 0.072 0.837 0.825 0.640 0.566 0.554 86 86 85 87 8.000 329.487 0.015 1.132 0.081 0.836 0.822 0.640 0.565 0.550 87 88 87 89 8.000 245.140 0.129 2.282 0.219 0.909 0.780 0.640 0.614 0.485 88 9 8 10 10.000 355.983 1.157 5.031 0.438 2.153 0.997 0.640 1.455 0.299 Date: Friday, June 26, 2020, Time: 14:23:16, Page 2 Page 368 of 1383 Area 18 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
89 90 89 91 8.000 307.341 0.136 2.263 0.228 0.880 0.744 0.640 0.595 0.459 90 92 91 93 8.000 282.121 0.142 2.292 0.234 0.878 0.736 0.640 0.594 0.452 91 94 93 50 8.000 291.380 0.149 2.352 0.237 0.894 0.745 0.640 0.604 0.456 92 95 96 52 8.000 318.938 0.024 1.407 0.097 0.925 0.901 0.640 0.625 0.601 93 97 98 96 8.000 356.473 0.017 1.254 0.082 0.918 0.901 0.640 0.621 0.604 94 99 100 98 8.000 349.360 0.009 1.023 0.059 0.920 0.911 0.640 0.622 0.613 Date: Friday, June 26, 2020, Time: 14:23:16, Page 3 Page 369 of 1383 Area 18 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500 0.000 0.000 0.000
2 101 0.500 0.000 0.000 0.000
3 103 0.500 0.000 0.000 0.000
4 105 0.500 0.000 0.000 0.000
5 107 0.500
6 109 0.500
7 11 0.500 0.000 0.000 0.000
8 111 0.500
9 113 0.500
10 115 0.500
11 117 0.500
12 119 0.500
13 121 0.500
14 123 0.500
15 125 0.500
16 127 0.500
17 129 0.500
18 13 0.500 0.000 0.000 0.000
19 131 0.500
20 133 0.500
21 136 0.500
22 138 0.500
23 139 0.500
24 142 0.500
25 144 0.500
26 145 0.500
27 148 0.500
28 15 0.500 0.000 0.000 0.000
29 150 0.500
30 151 0.500
31 153 0.500
32 156 0.500
33 158 0.500 0.000 0.000 0.000
34 160 0.500 0.000 0.000 0.000
35 161 0.500
36 164 0.500 0.000 0.000 0.000
37 165 0.500
38 167 0.500
39 17 0.500 0.000 0.000 0.000
40 170 0.500
41 172 0.500
42 174 0.500 0.000 0.000 0.000
43 175 0.500 0.000 0.000 0.000
44 176 0.500
Date: Friday, June 26, 2020, Time: 14:23:16, Page 4 Page 370 of 1383 Area 18 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
45 178 0.500
46 180 0.500
47 182 0.500 0.000 0.000 0.000
48 185 0.500 0.000 0.000 0.000
49 186 0.500
50 187 0.500 0.000 0.000 0.000
51 188 0.500 0.000 0.000 0.000
52 189 0.500 0.000 0.000 0.000
53 19 0.500 0.000 0.000 0.000
54 21 0.500
55 23 0.500
56 25 0.500
57 27 0.500
58 29 0.500
59 32 0.500 0.000 0.000 0.000
60 35 0.500
61 37 0.500
62 4 0.500 0.000 0.000 0.000
63 40 0.500
64 42 0.500 0.000 0.000 0.000
65 44 0.500 0.000 0.000 0.000
66 47 0.500 0.000 0.000 0.000
67 49 0.500
68 51 0.500
69 53 0.500
70 55 0.500
71 57 0.500
72 59 0.500
73 61 0.500
74 63 0.500
75 65 0.500
76 67 0.500
77 69 0.500
78 7 0.500 0.000 0.000 0.000
79 71 0.500
80 73 0.500
81 75 0.500
82 77 0.500
83 79 0.500
84 82 0.500
85 84 0.500
86 86 0.500
87 88 0.500 0.000 0.000 0.000
88 9 0.500 0.000 0.000 0.000
Date: Friday, June 26, 2020, Time: 14:23:16, Page 5 Page 371 of 1383 Area 18 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
89 90 0.500 0.000 0.000 0.000
90 92 0.500 0.000 0.000 0.000
91 94 0.500 0.000 0.000 0.000
92 95 0.500
93 97 0.500
94 99 0.500
Date: Friday, June 26, 2020, Time: 14:23:16, Page 6 Page 372 of 1383 Area 18 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
49 47
44 188
42 175
1 185
182189
4 7
9 11
13 15
17 19
50 4846
4543
41 2
3 184183
5 6
8 10
12 14
16 18
20 450.0
454.6
459.2
463.8
468.4
473.0
477.6
482.2
486.8
491.4
496.0
0.0 369.5 739.0 1108.5 1478.0 1847.5 2217.0 2586.5 2956.0 3325.5 3695.0
West
Covina
Unincorporated
N Lark
Ellen Ave
Southern Pacific RR
W San Bernardino Rd
W Badillo St
W Front St
N
Vogue Ave
W Bridger St
N
En di Ave
W Glentana St
N
Janalinda Ave
Mc Gill St
N Waterbury Ave
1 6
4 10 8
3 12
5 7 9 11 13
CITY OF COVINA
SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 19
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary
West
Covina
Unincorporated
N Lark
Ellen Ave
Southern Pacific RR
W San Bernardino Rd
W Badillo St
W Front St
N
Vogue Ave
W Bridger St
N
En di Ave
W Glentana St
N
Janalinda Ave
Mc Gill St
N Waterbury Ave
0.112 0.130
0.083
0.084 0.126
0.065
CITY OF COVINA
SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 19
LEGEND
Manhole
System Outlet
d/D < 0.50
0.50 < d/D < 0.64
0.64 < d/D < 0.85
0.85 < d/D
LACSD Sewer Main
Covina City Boundary
Area 19 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 3 2 8.000 2.000 0.045 2.113 0.112 1.267 1.222 0.640 0.857 0.812 2 10 11 9 8.000 332.940 0.017 1.194 0.084 0.858 0.841 0.640 0.580 0.563 3 12 13 11 8.000 276.756 0.010 1.010 0.065 0.859 0.849 0.640 0.580 0.571 4 4 5 3 8.000 144.826 0.044 3.178 0.083 2.303 2.259 0.640 1.556 1.513 5 6 7 5 8.000 157.504 0.034 1.276 0.130 0.696 0.662 0.640 0.470 0.436 6 8 9 7 8.000 345.975 0.032 1.246 0.126 0.693 0.662 0.640 0.469 0.437 Date: Friday, June 26, 2020, Time: 14:46:54, Page 1 Page 376 of 1383 Area 19 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500 0.000 0.000 0.000
2 10 0.500
3 12 0.500
4 4 0.500 0.000 0.000 0.000
5 6 0.500
6 8 0.500
Date: Friday, June 26, 2020, Time: 14:46:54, Page 2 Page 377 of 1383 Area 19 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
12 10
8 6
4 1
13 11
9 7
5 3
2 449.0
451.8
454.6
457.4
460.2
463.0
465.8
468.6
471.4
474.2
477.0
0 126 252 378 504 630 756 882 1008 1134 1260
West
Covina
W Badillo St
N
L
ark
Elle
n
A
ve
W San Bernardino Rd
N
En
di A
v
e
N
Vo
g
ue Ave
S
L
e
af A
v
e
S
L
ark
Elle
n
A
v
e
W Bridger St
W Glentana St
N
J
a
n
alin
d
a
A
v
e
Mc Gill St
8 18
16 6
11 19
1 14
4 2
3 5
7 9
12 13
15 17
CITY OF COVINA
SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 20
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary
West
Covina
W Badillo St
N
L
ark
El el n
A
v
e
W San Bernardino Rd
N
En
di A
v
e
N
Vo
g
ue Ave
S
L
e
af A
v
e
S
L
ark
Elle
n
A
v
e
W Bridger St
W Glentana St
N
J
a
n
alin
d
a
A
v
e
Mc Gill St
0.202 0.209
0.201
0.141
0.166
0.324
0.088
0.178
0.159
CITY OF COVINA
SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 20
LEGEND
Manhole
System Outlet
d/D < 0.50
0.50 < d/D < 0.64
0.64 < d/D < 0.85
0.85 < d/D
LACSD Sewer Main
Covina City Boundary
Area 20
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 2 3 8.000 288.098 0.027 1.762 0.088 1.228 1.202 0.640 0.830 0.804 2 11 12 13 8.000 277.101 0.046 1.207 0.166 0.567 0.521 0.640 0.383 0.338 3 14 13 15 8.000 307.679 0.082 1.948 0.178 0.878 0.796 0.640 0.593 0.511 4 16 15 17 8.000 316.252 0.116 2.306 0.201 0.964 0.848 0.640 0.652 0.536 5 18 17 7 8.000 42.873 0.116 2.196 0.209 0.898 0.781 0.640 0.607 0.490 6 19 7 9 8.000 291.156 0.265 2.697 0.324 0.860 0.595 0.640 0.581 0.316 7 4 3 5 8.000 311.951 0.048 1.340 0.159 0.646 0.598 0.640 0.437 0.389 8 6 5 7 8.000 301.002 0.069 2.290 0.141 1.189 1.121 0.640 0.804 0.735 9 8 9 10 8.000 67.235 0.265 5.256 0.202 2.194 1.929 0.640 1.483 1.218 Date: Friday, June 26, 2020, Time: 15:12:11, Page 1 Page 381 of 1383 Area 20
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500
2 11 0.500
3 14 0.500
4 16 0.500 0.000 0.000 0.000
5 18 0.500 0.000 0.000 0.000
6 19 0.500 0.000 0.000 0.000
7 4 0.500
8 6 0.500 0.000 0.000 0.000
9 8 0.500
Date: Friday, June 26, 2020, Time: 15:12:11, Page 2 Page 382 of 1383 Area 20 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
11 14
16 18
19 8
12 13
15 17 7
9 10
449.0
451.8
454.6
457.4
460.2
463.0
465.8
468.6
471.4
474.2
477.0
0.0 130.2 260.4 390.6 520.8 651.0 781.2 911.4 1041.6 1171.8 1302.0
West Covina
W Badillo St
N Lark El el n Ave
W San Bernardino Rd
N
Hyac ni th
Ave
N Leaf Ave
S
W Grovecenter St
Hyac ni th Ave
Iris Ave
E Louisa Ave
N Janalinda Ave
Mc Gill St
S
Waterbury
Ave
S Lark Ellen Ave
S Leaf Ave
16 1 6
22 10 12 14
18 4 8
24 20
3 5 7 9 11 13 15
17 19
21 23
25 CITY OF COVINA
SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 21
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary
West Covina
W Badillo St
N Lark El el n Ave
W San Bernardino Rd
N
Hyac ni th
Ave
N Leaf Ave
S
W Grovecenter St
Hyac ni th Ave
Iris Ave
E Louisa Ave
N Janalinda Ave
Mc Gill St
S
Waterbury
Ave
S Lark Ellen Ave
S Leaf Ave
0.062
0.133 0.222
0.050
0.180 0.135 0.081
0.069
0.204
0.076
0.122
CITY OF COVINA
SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 21
LEGEND
Manhole
System Outlet
d/D < 0.50
0.50 < d/D < 0.64
0.64 < d/D < 0.85
0.85 < d/D
LACSD Sewer Main
Covina City Boundary
Area 21 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 3 2 8.000 84.618 0.117 4.248 0.133 2.287 2.170 0.640 1.546 1.429 2 10 11 9 8.000 208.357 0.085 2.001 0.180 0.895 0.810 0.640 0.605 0.520 3 12 13 11 8.000 121.131 0.054 1.914 0.135 1.020 0.966 0.640 0.690 0.636 4 14 15 13 8.000 123.776 0.018 1.340 0.081 0.983 0.965 0.640 0.665 0.647 5 16 17 15 8.000 36.376 0.009 1.016 0.062 0.892 0.883 0.640 0.603 0.594 6 18 19 7 8.000 183.692 0.016 1.478 0.069 1.203 1.187 0.640 0.813 0.798 7 20 21 13 8.000 303.935 0.024 0.999 0.122 0.568 0.544 0.640 0.384 0.360 8 22 23 21 8.000 84.122 0.004 0.570 0.050 0.570 0.566 0.640 0.385 0.381 9 24 25 15 8.000 303.133 0.009 0.738 0.076 0.566 0.557 0.640 0.383 0.374 10 4 5 3 8.000 243.627 0.117 2.031 0.222 0.802 0.685 0.640 0.542 0.425 11 6 7 5 8.000 47.273 0.117 2.034 0.222 0.804 0.687 0.640 0.543 0.426 12 8 9 7 8.000 239.621 0.101 1.983 0.204 0.823 0.721 0.640 0.556 0.455 Date: Friday, June 26, 2020, Time: 16:21:57, Page 1 Page 386 of 1383 Area 21 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500 0.000 0.000 0.000
2 10 0.500 0.000 0.000 0.000
3 12 0.500
4 14 0.500
5 16 0.500
6 18 0.500
7 20 0.500
8 22 0.500
9 24 0.500
10 4 0.500 0.000 0.000 0.000
11 6 0.500 0.000 0.000 0.000
12 8 0.500
Date: Friday, June 26, 2020, Time: 16:21:57, Page 2 Page 387 of 1383 Area 21 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
22 20
12 10
8 6
4 1
23 21
13 11
9 7 5
3 2
446.0
448.3
450.6
452.9
455.2
457.5
459.8
462.1
464.4
466.7
469.0
0.0 133.2 266.4 399.6 532.8 666.0 799.2 932.4 1065.6 1198.8 1332.0
West Covina
N
L
a
rk
Elle
n
A
ve
W Grovecenter St S
Hya
c
ni ht A
ve
Iris
A
ve
W Badillo St
S
L
a
rk
Elle
n
A
ve
6 5 4 3 1 2
CITY OF COVINA
SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 22
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary
West Covina
N
L
a
rk
Elle
n
A
ve
W Grovecenter St S
Hya
c
ni ht A
ve
Iris
A
ve
W Badillo St
S
L
a
rk
Elle
n
A
ve
0.041 0.069 0.048
CITY OF COVINA
SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 22
LEGEND
Manhole
System Outlet
d/D < 0.50
0.50 < d/D < 0.64
0.64 < d/D < 0.85
0.85 < d/D
LACSD Sewer Main
Covina City Boundary
Area 22 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 2 3 8.000 333.151 0.005 0.872 0.048 0.896 0.891 0.640 0.606 0.600 2 4 3 5 8.000 243.987 0.009 0.848 0.069 0.693 0.684 0.640 0.469 0.460 3 6 5 7 8.000 83.935 0.010 2.049 0.041 2.338 2.328 0.640 1.580 1.570 Date: Friday, June 26, 2020, Time: 16:47:54, Page 1 Page 391 of 1383 Area 22 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500
2 4 0.500
3 6 0.500
Date: Friday, June 26, 2020, Time: 16:47:54, Page 2 Page 392 of 1383 Area 22 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
1 4
6 2
3 5
7 445.0
446.9
448.8
450.7
452.6
454.5
456.4
458.3
460.2
462.1
464.0
0.0 66.1 132.2 198.3 264.4 330.5 396.6 462.7 528.8 594.9 661.0
West Covina
N Azusa Ave State Route 39
S Eileen Ave
N Butterfield Rd
N Lark Ellen Ave
E Badillo St
W Badillo St
W San Bernardino Rd
N Rimsdale Ave
N Azusa Ave State Route 39
S Homerest Ave
E Louisa Ave
E Puente Ave
W Grovecenter St
N Myrtlewood Ave
N Leaf Ave
Glentana St
S Hyac ni th Ave
Iris Ave
N Vogue Ave
W Glentana St
N Eileen St
E Louisa Ave
N Homerest Ave
N Janalinda Ave
Mc Gill St
S Waterbury Ave
S Lark Ellen Ave
S Leaf Ave
N Hyac ni th Ave
E Eckerman Ave
E Danes Dr
78 72
8 82
37 34
92 84
80 86
2 2
6 8
39 12
24 14 16
59 42
44 67
33 57 61
70 30
87 93
55 96
94 18
75 97 6
66 41
89 10
47 63
20 52
22 54 50
5 7
9 11 13
15 17 19 21 23
25 29 27
31 32
35 36
38 40
45 43
46 53 51 49 48
56 58 60 62
64 65
68 69
71 73
74 76
77 79
81 83
85 88
90 91
CITY OF COVINA
SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 23
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary
West Covina
N Azusa Ave State Route 39
S Eileen Ave
N Butterfield Rd
N Lark Ellen Ave
E Badillo St
W Badillo St
W San Bernardino Rd
N Rimsdale Ave
N Azusa Ave State Route 39
S Homerest Ave
E Louisa Ave
E Puente Ave
W Grovecenter St
N Myrtlewood Ave
N Leaf Ave
Glentana St
S Hyac ni th Ave
Iris Ave
N Vogue Ave
W Glentana St
N Eileen St
E Louisa Ave
N Homerest Ave
N Janalinda Ave
Mc Gill St
S Waterbury Ave
S Lark Ellen Ave
S Leaf Ave
N Hyac ni th Ave
E Eckerman Ave
E Danes Dr
0.445
0 0. 35
0 5. 9
0 5
.576
0 1. 52
0.171
0.110
0.150
0.046
0 0. 47
0 5. 96 0.118
0.048
0.156 0.101
0.333
0.056
0.056
0.117
0 0. 65
0.558 0.315
0.142
0.058
0.359
0.271
0.578
0.512
0.203
0.100
0 1. 62
0.368 0.479
0.322
0.555
0 1. 15
0.472
0.047
0 2. 61
0.081
0.087
0.068
0.124 0.063
CITY OF COVINA
SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 23
LEGEND
Manhole
System Outlet
d/D < 0.50
0.50 < d/D < 0.64
0.64 < d/D < 0.85
0.85 < d/D
LACSD Sewer Main
Covina City Boundary
Area 23 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 10 11 9 8.000 327.392 0.558 3.448 0.472 0.913 0.355 0.640 0.617 0.059 2 12 13 11 8.000 129.401 0.037 1.575 0.118 0.912 0.875 0.640 0.616 0.580 3 14 15 13 8.000 196.923 0.035 1.007 0.156 0.491 0.455 0.640 0.332 0.296 4 16 17 15 8.000 111.607 0.032 1.718 0.101 1.100 1.068 0.640 0.743 0.712 5 18 19 17 8.000 234.755 0.027 1.470 0.100 0.949 0.922 0.640 0.641 0.615 6 20 21 19 8.000 385.004 0.019 1.435 0.081 1.053 1.033 0.640 0.711 0.692 7 22 23 21 8.000 336.048 0.012 1.151 0.068 0.952 0.940 0.640 0.643 0.632 8 24 25 19 8.000 107.085 0.004 0.595 0.048 0.612 0.609 0.640 0.414 0.410 9 26 27 19 8.000 83.469 0.004 0.617 0.046 0.651 0.647 0.640 0.440 0.436 10 28 29 17 8.000 82.755 0.004 0.622 0.047 0.654 0.650 0.640 0.442 0.438 11 30 31 32 8.000 173.953 0.006 0.723 0.058 0.662 0.656 0.640 0.448 0.442 12 33 32 7 8.000 177.528 0.010 1.077 0.065 0.917 0.907 0.640 0.620 0.610 13 34 35 36 8.000 77.033 0.485 2.328 0.576 0.569 0.084 0.640 0.384 -0.100 14 37 36 38 8.000 124.518 0.509 2.352 0.595 0.568 0.059 0.640 0.384 -0.125 15 39 38 40 8.000 187.282 0.511 2.351 0.596 0.567 0.057 0.640 0.383 -0.127 16 41 40 11 8.000 168.153 0.518 2.604 0.555 0.645 0.127 0.640 0.436 -0.082 17 42 43 5 8.000 210.357 0.005 0.618 0.056 0.580 0.575 0.640 0.392 0.387 18 44 45 46 8.000 214.050 0.005 0.612 0.056 0.575 0.570 0.640 0.388 0.384 19 47 48 49 8.000 322.751 0.006 0.967 0.047 1.013 1.007 0.640 0.684 0.679 20 50 49 51 8.000 362.402 0.011 1.156 0.063 0.998 0.987 0.640 0.674 0.664 21 52 51 53 8.000 348.009 0.020 1.327 0.087 0.934 0.914 0.640 0.631 0.612 22 54 53 36 8.000 369.001 0.024 0.982 0.124 0.552 0.528 0.640 0.373 0.349 23 55 56 35 8.000 251.399 0.485 2.317 0.578 0.565 0.081 0.640 0.382 -0.103 24 57 58 56 8.000 242.727 0.459 2.293 0.558 0.567 0.107 0.640 0.383 -0.076 25 59 60 58 8.000 180.617 0.284 2.797 0.333 0.880 0.595 0.640 0.595 0.310 26 6 7 5 8.000 287.873 0.572 3.461 0.479 0.910 0.338 0.640 0.615 0.043 27 61 62 60 8.000 148.835 0.275 2.915 0.315 0.944 0.669 0.640 0.638 0.363 28 63 64 65 8.000 333.390 0.114 1.568 0.261 0.564 0.450 0.640 0.381 0.267 29 66 65 58 8.000 326.783 0.164 1.683 0.322 0.539 0.375 0.640 0.364 0.200 30 67 69 68 8.000 200.025 0.034 1.503 0.117 0.878 0.844 0.640 0.594 0.559 31 70 68 71 8.000 224.962 0.053 1.737 0.142 0.896 0.843 0.640 0.606 0.553 32 72 73 74 8.000 23.571 0.014 1.412 0.066 1.182 1.168 0.640 0.799 0.785 33 75 77 76 8.000 258.475 0.070 1.925 0.162 0.919 0.849 0.640 0.621 0.551 34 78 79 77 8.000 13.964 0.039 1.110 0.158 0.536 0.497 0.640 0.363 0.323 35 8 9 7 8.000 33.558 0.559 3.729 0.445 1.015 0.455 0.640 0.686 0.127 36 80 81 79 8.000 96.059 0.033 1.593 0.110 0.968 0.935 0.640 0.654 0.621 37 82 83 73 8.000 29.863 0.010 2.508 0.035 3.184 3.175 0.640 2.152 2.143 38 84 85 74 8.000 124.344 0.067 1.697 0.171 0.783 0.716 0.640 0.530 0.462 39 86 71 85 8.000 114.451 0.058 1.751 0.150 0.875 0.817 0.640 0.591 0.534 40 87 88 62 8.000 199.319 0.260 2.302 0.359 0.695 0.435 0.640 0.470 0.210 41 89 91 90 8.000 300.278 0.028 1.248 0.115 0.735 0.707 0.640 0.497 0.469 42 92 90 88 8.000 118.159 0.037 1.116 0.152 0.553 0.516 0.640 0.374 0.337 43 93 76 88 8.000 225.201 0.195 2.545 0.271 0.896 0.701 0.640 0.606 0.411 44 94 74 76 8.000 266.919 0.108 2.121 0.203 0.883 0.775 0.640 0.597 0.489 Date: Friday, June 26, 2020, Time: 17:08:54, Page 1 Page 396 of 1383 Area 23 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
45 96 5 46 8.000 247.320 0.579 3.222 0.512 0.824 0.245 0.640 0.557 -0.022 46 97 46 2 8.000 288.679 0.589 5.055 0.368 1.509 0.920 0.640 1.020 0.431 Date: Friday, June 26, 2020, Time: 17:08:54, Page 2 Page 397 of 1383 Area 23 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 10 0.500 0.000 0.000 0.000
2 12 0.500
3 14 0.500
4 16 0.500
5 18 0.500
6 20 0.500
7 22 0.500
8 24 0.500
9 26 0.500
10 28 0.500
11 30 0.500
12 33 0.500
13 34 0.500 0.000 0.000 0.000
14 37 0.500 0.000 0.000 0.000
15 39 0.500 0.000 0.000 0.000
16 41 0.500 0.000 0.000 0.000
17 42 0.500
18 44 0.500
19 47 0.500
20 50 0.500
21 52 0.500
22 54 0.500
23 55 0.500 0.000 0.000 0.000
24 57 0.500 0.000 0.000 0.000
25 59 0.500 0.000 0.000 0.000
26 6 0.500 0.000 0.000 0.000
27 61 0.500 0.000 0.000 0.000
28 63 0.500
29 66 0.500
30 67 0.500
31 70 0.500
32 72 0.500
33 75 0.500
34 78 0.500
35 8 0.500 0.000 0.000 0.000
36 80 0.500
37 82 0.500 0.000 0.000 0.000
38 84 0.500
39 86 0.500
40 87 0.500 0.000 0.000 0.000
41 89 0.500
42 92 0.500
43 93 0.500 0.000 0.000 0.000
44 94 0.500 0.000 0.000 0.000
Date: Friday, June 26, 2020, Time: 17:08:54, Page 3 Page 398 of 1383 Area 23 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
45 96 0.500 0.000 0.000 0.000
46 97 0.500
Date: Friday, June 26, 2020, Time: 17:08:54, Page 4 Page 399 of 1383 Area 23 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
61 59
57 55
34 37
39 41
10 8
6 96
97 62
60 58
56 35
36 38 40
11 9
7 5
46 2
442.0
445.8
449.6
453.4
457.2
461.0
464.8
468.6
472.4
476.2
480.0
0.0 256.5 513.0 769.5 1026.0 1282.5 1539.0 1795.5 2052.0 2308.5 2565.0
Unincorporated
West Covina
Unincorporated
E Edna Pl
S Hol el nbeck Ave N Hol el nbeck Ave
W Badillo St E Badillo St
Va el ncia Pl
W Clovermead St
Southern Pacific RR
N A mr el Dr
W San Bernardino Rd
N Heathdale Ave Heathdale
Ave
N Larkin Dr
W Cypress St
Armel Dr
N Conwell Ave
W Puente Ave
N Azusa Ave State Route 39
N Fircroft Ave
N Houser Dr
W Puente
St
N Azusa Ave State Route 39
E Puente Ave
E Cypress St
W Edna Pl
E Clovermead St
W Cypress St
W Dexter St
N Elspeth Wy
Bridger St
Glentana St
Pershing Ct
N Rinard Ave
N Hollenbeck Ave
W Edna Pl
S 5th Ave
N Phillips Ave
W Front St
E Griswold Rd
Kelby St
Larkin Ave
S Hepner Ave
Larkin Dr
W Badillo St
E Grovecenter St
N Cedar Dr
W Adams Park Dr
N Elspeth Wy
N Heathdale Ave
W Golden Grove Wy
W Grovecenter St
W Adams Park Dr
W Palm Dr
W Kenoak Dr
S A dl envil el Ave
S Cedar Dr
S Albertson Ave
Hepner Ave
W Kenoak Dr
N Neil St
N Carol ni e Ave
W Palm Dr
La Breda Ave
Golden Grove Wy
W Center St
W Front St
Dover Rd
N Armel Dr
N Eastbury Av
W e
Griswold Rd
W Chester Rd
N Cedar Dr
N 4th Ave
N G el nf ni nan Ave
N 5th Ave
S A mr el Dr
S Houser Dr
S Heathdale Ave
157
127
1 145
42 138
77 36
125
75 186
140
79 46
17 180
152
104
50 85
98 163
94 155
161
87 95
182
123
178
91 35 141
168
33 25
62 44
65 22
29 48
19 6
56 83
173
81 150 112
171 175
13 151
71 176
10 99
166
120
165
133
148
89 60
147
106
73 102
58 15
108
27 114
116
131
110
118
129
134
52 183
188
136
69 54
31 184
4 39
67 8
143
3 5
7 9
11 12
14 16
18 20 23 21
24 26
28 30
32 34
40 38 37
41 51 49 47 45 43
53 55
57 59
61 63 64
66 68
70 72
74 76
78 80
82 84 86 88
90 93 92
97 96
100
101
103
105
107
109
111 113
115
117
119
121
122
124
126
128
130
132
135 137
139 142 144 146 149
153
156 154
158
160
162
164
167
169
170
172
174
177
179
181
185
187
CITY OF COVINA
SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 24
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary
Unincorporated
West Covina
Unincorporated
E Edna Pl
S Hol el nbeck Ave N Hol el nbeck Ave
W Badillo St E Badillo St
Va el ncia Pl
W Clovermead St
Southern Pacific RR
N A mr el Dr
W San Bernardino Rd
N Heathdale Ave Heathdale
Ave
N Larkin Dr
W Cypress St
Armel Dr
N Conwell Ave
W Puente Ave
N Azusa Ave State Route 39
N Fircroft Ave
N Houser Dr
W Puente
St
N Azusa Ave State Route 39
E Puente Ave
E Cypress St
W Edna Pl
E Clovermead St
W Cypress St
W Dexter St
N Elspeth Wy
Bridger St
Glentana St
Pershing Ct
N Rinard Ave
N Hollenbeck Ave
W Edna Pl
S 5th Ave
N Phillips Ave
W Front St
E Griswold Rd
Kelby St
Larkin Ave
S Hepner Ave
Larkin Dr
W Badillo St
E Grovecenter St
N Cedar Dr
W Adams Park Dr
N Elspeth Wy
N Heathdale Ave
W Golden Grove Wy
W Grovecenter St
W Adams Park Dr
W Palm Dr
W Kenoak Dr
S A dl envil el Ave
S Cedar Dr
S Albertson Ave
Hepner Ave
W Kenoak Dr
N Neil St
N Carol ni e Ave
W Palm Dr
La Breda Ave
Golden Grove Wy
W Center St
Dover Rd
N Armel Dr
N Eastbury Av
W e
Griswold Rd
W Chester Rd
N Cedar Dr
N 4th Ave
N G el nf ni nan Ave
N 5th Ave
S A mr el Dr
S Houser Dr
S Heathdale Ave
0.256
0.367
0.391
0.097
0.517
0 1. 50
0.032
0.382
0.149
0.163
0 2. 21
0.163
0.171
0.267
0.061
0.200
0.427
0.179
0.061
0.064
0 3. 08
0.064
0.215
0.274
0.045
0.047
0 1. 30
0 3. 65
0 0. 57
0.047
0.087 0.415
0.058
0.101
0.068
0.048
0.106
0.077
0.040
0.072
0.143
0.031
1.000
0.204
0.207
0.105
0 1. 87
0.378 0.094
0.085 0 1. 21
0 3. 12
0.346
0.132
0 0. 91
0.375
0 0. 72
0.109
0.335
0.247
0.278
0.231
0.053
0.223
0.160
0.399
0 1. 46
0.101
0.209
0.287
0 4. 28
0.087
0.111
0 0. 92
0.290
0.432
0.054
0 3. 86
0.489
0.186
0.734
0 1. 51
0.476
0.125
0.198
0 1. 18
0.191
0 1. 09
0 6. 70
0.400
CITY OF COVINA
SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 24
LEGEND
Manhole
System Outlet
d/D < 0.50
0.50 < d/D < 0.64
0.64 < d/D < 0.85
0.85 < d/D
LACSD Sewer Main
Covina City Boundary
Area 24 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 3 2 8.000 79.124 1.039 2.978 1.000 0.570 -0.469 0.640 0.385 -0.654 2 10 12 11 8.000 264.710 0.217 1.815 0.375 0.537 0.320 0.640 0.363 0.146 3 102 101 103 8.000 261.888 0.016 0.885 0.101 0.568 0.551 0.640 0.384 0.367 4 104 103 105 8.000 216.541 0.280 1.965 0.427 0.545 0.265 0.640 0.368 0.088 5 106 105 107 8.000 303.935 0.286 2.199 0.399 0.630 0.343 0.640 0.426 0.139 6 108 107 109 8.000 307.299 0.292 2.048 0.428 0.567 0.275 0.640 0.383 0.091 7 110 109 111 8.000 296.165 0.299 2.068 0.432 0.570 0.272 0.640 0.386 0.087 8 112 113 111 8.000 279.758 0.021 1.235 0.094 0.827 0.806 0.640 0.559 0.538 9 114 115 113 8.000 321.102 0.020 0.926 0.111 0.557 0.537 0.640 0.376 0.357 10 116 117 115 8.000 304.834 0.013 0.827 0.092 0.560 0.547 0.640 0.379 0.365 11 118 119 117 8.000 307.345 0.007 0.951 0.054 0.909 0.902 0.640 0.614 0.607 12 120 121 122 8.000 335.524 0.186 1.808 0.335 0.566 0.381 0.640 0.383 0.197 13 123 122 124 8.000 234.055 0.187 1.624 0.365 0.487 0.299 0.640 0.329 0.141 14 125 124 126 8.000 107.238 0.199 1.619 0.382 0.474 0.275 0.640 0.320 0.122 15 127 126 128 8.000 69.470 0.209 1.799 0.367 0.538 0.329 0.640 0.363 0.154 16 129 128 130 8.000 304.992 0.229 1.847 0.386 0.538 0.309 0.640 0.364 0.135 17 13 14 12 8.000 236.730 0.153 1.648 0.312 0.537 0.384 0.640 0.363 0.210 18 131 130 132 8.000 321.610 0.261 3.103 0.290 1.051 0.789 0.640 0.710 0.449 19 133 132 103 8.000 303.433 0.264 3.335 0.278 1.159 0.895 0.640 0.783 0.520 20 134 135 11 8.000 351.354 0.579 3.411 0.489 0.889 0.311 0.640 0.601 0.023 21 136 137 135 8.000 361.846 0.557 3.394 0.476 0.895 0.339 0.640 0.605 0.048 22 138 139 137 8.000 109.549 0.531 2.913 0.517 0.742 0.211 0.640 0.501 -0.029 23 140 84 139 8.000 151.923 0.082 1.435 0.221 0.568 0.486 0.640 0.384 0.302 24 141 142 139 8.000 241.822 0.448 3.279 0.415 0.922 0.474 0.640 0.623 0.175 25 143 144 142 8.000 366.469 0.448 3.442 0.400 0.985 0.537 0.640 0.666 0.218 26 145 146 144 8.000 60.895 0.448 3.547 0.391 1.027 0.579 0.640 0.694 0.246 27 147 74 146 8.000 287.412 0.041 1.128 0.160 0.542 0.501 0.640 0.366 0.325 28 148 61 149 8.000 294.468 0.088 1.450 0.231 0.560 0.472 0.640 0.379 0.290 29 15 16 14 8.000 384.788 0.131 1.580 0.287 0.539 0.408 0.640 0.364 0.233 30 150 149 146 8.000 282.412 0.407 3.373 0.378 0.993 0.586 0.640 0.672 0.264 31 151 111 149 8.000 290.977 0.319 2.974 0.346 0.916 0.597 0.640 0.619 0.300 32 152 153 154 8.000 132.705 0.106 2.135 0.200 0.897 0.791 0.640 0.606 0.501 33 155 154 156 8.000 237.409 0.123 2.225 0.215 0.895 0.773 0.640 0.605 0.483 34 157 158 18 8.000 44.719 0.110 1.564 0.256 0.569 0.458 0.640 0.384 0.274 35 161 156 162 8.000 211.648 0.125 1.613 0.274 0.565 0.439 0.640 0.382 0.256 36 163 162 164 8.000 213.328 0.158 1.726 0.308 0.566 0.408 0.640 0.382 0.225 37 165 164 7 8.000 282.171 0.162 2.415 0.247 0.896 0.734 0.640 0.606 0.444 38 166 167 162 8.000 292.966 0.030 1.467 0.109 0.896 0.866 0.640 0.606 0.576 39 168 169 170 8.000 244.616 0.005 0.620 0.058 0.567 0.562 0.640 0.383 0.378 40 17 18 16 8.000 180.034 0.120 1.597 0.267 0.567 0.447 0.640 0.383 0.263 41 171 170 172 8.000 256.149 0.011 0.791 0.085 0.566 0.554 0.640 0.382 0.371 42 173 172 174 8.000 265.273 0.018 0.906 0.105 0.567 0.549 0.640 0.383 0.365 43 175 174 38 8.000 278.729 0.024 0.996 0.121 0.568 0.544 0.640 0.384 0.360 44 176 177 45 8.000 278.755 0.012 0.778 0.091 0.531 0.519 0.640 0.359 0.347 Date: Thursday, July 02, 2020, Time: 16:43:49, Page 1 Page 403 of 1383 Area 24 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
45 178 179 177 8.000 225.902 0.004 0.544 0.057 0.502 0.498 0.640 0.340 0.335 46 180 181 177 8.000 160.182 0.005 0.605 0.061 0.535 0.529 0.640 0.361 0.356 47 182 38 40 8.000 197.842 0.028 1.039 0.130 0.566 0.539 0.640 0.383 0.355 48 183 11 9 8.000 370.009 0.809 2.947 0.734 0.674 -0.135 0.640 0.455 -0.354 49 184 185 158 8.000 370.257 0.061 1.304 0.191 0.563 0.502 0.640 0.380 0.320 50 186 187 185 8.000 136.528 0.053 1.443 0.163 0.686 0.633 0.640 0.464 0.410 51 188 160 187 8.000 289.017 0.042 1.274 0.151 0.635 0.593 0.640 0.429 0.387 52 19 21 20 8.000 251.714 0.002 0.709 0.031 0.972 0.970 0.640 0.657 0.655 53 22 23 24 8.000 228.237 0.002 0.485 0.040 0.563 0.561 0.640 0.380 0.378 54 25 24 26 8.000 193.472 0.007 0.678 0.068 0.558 0.551 0.640 0.377 0.370 55 27 26 28 8.000 365.889 0.012 0.793 0.087 0.556 0.545 0.640 0.376 0.364 56 29 28 30 8.000 267.012 0.014 1.219 0.072 0.969 0.955 0.640 0.655 0.641 57 31 32 30 8.000 360.641 0.023 0.979 0.118 0.566 0.544 0.640 0.383 0.360 58 33 34 32 8.000 228.528 0.016 0.884 0.101 0.566 0.549 0.640 0.382 0.366 59 35 20 34 8.000 211.359 0.012 0.795 0.087 0.558 0.546 0.640 0.377 0.366 60 36 37 38 8.000 97.919 0.001 0.426 0.032 0.573 0.571 0.640 0.387 0.386 61 39 40 41 8.000 354.016 0.028 1.040 0.130 0.568 0.540 0.640 0.384 0.356 62 4 5 3 8.000 299.935 1.039 2.978 1.000 0.567 -0.472 0.640 0.383 -0.656 63 42 41 43 8.000 80.740 0.028 1.623 0.097 1.065 1.037 0.640 0.720 0.692 64 44 43 45 8.000 253.454 0.033 1.672 0.106 1.035 1.002 0.640 0.700 0.666 65 46 45 47 8.000 155.154 0.047 1.198 0.171 0.553 0.505 0.640 0.374 0.326 66 48 47 49 8.000 239.921 0.050 1.636 0.143 0.842 0.792 0.640 0.569 0.519 67 50 49 51 8.000 204.091 0.052 1.233 0.179 0.554 0.502 0.640 0.375 0.322 68 52 51 53 8.000 324.503 0.058 1.285 0.186 0.563 0.505 0.640 0.380 0.323 69 54 53 55 8.000 340.910 0.066 1.350 0.198 0.570 0.504 0.640 0.385 0.319 70 56 55 57 8.000 280.847 0.069 1.362 0.204 0.566 0.497 0.640 0.383 0.313 71 58 57 59 8.000 312.323 0.076 1.426 0.209 0.583 0.507 0.640 0.394 0.318 72 6 7 5 8.000 238.352 1.014 2.906 1.000 0.620 -0.394 0.640 0.419 -0.595 73 60 59 61 8.000 311.723 0.082 1.413 0.223 0.556 0.474 0.640 0.376 0.294 74 62 63 64 8.000 258.627 0.003 0.562 0.048 0.582 0.578 0.640 0.393 0.390 75 65 64 66 8.000 229.075 0.009 0.759 0.077 0.577 0.568 0.640 0.390 0.381 76 67 66 68 8.000 334.486 0.017 0.850 0.109 0.519 0.501 0.640 0.351 0.333 77 69 68 70 8.000 354.972 0.023 0.902 0.125 0.506 0.483 0.640 0.342 0.319 78 71 70 72 8.000 312.061 0.029 1.051 0.132 0.567 0.539 0.640 0.383 0.355 79 73 72 74 8.000 302.239 0.035 1.110 0.146 0.565 0.530 0.640 0.382 0.347 80 75 30 76 8.000 149.219 0.036 1.122 0.149 0.564 0.527 0.640 0.381 0.345 81 77 76 78 8.000 85.806 0.037 1.131 0.150 0.564 0.527 0.640 0.381 0.344 82 79 78 80 8.000 136.984 0.045 1.227 0.163 0.583 0.538 0.640 0.394 0.349 83 8 9 7 8.000 374.983 0.833 3.348 0.670 0.780 -0.053 0.640 0.527 -0.306 84 81 80 82 8.000 271.182 0.058 1.284 0.187 0.560 0.502 0.640 0.379 0.321 85 83 82 84 8.000 271.867 0.071 1.360 0.207 0.560 0.489 0.640 0.378 0.307 86 85 86 84 8.000 208.769 0.010 1.116 0.061 0.983 0.973 0.640 0.664 0.654 87 87 88 86 8.000 202.222 0.005 0.932 0.045 0.999 0.993 0.640 0.675 0.670 88 89 90 78 8.000 292.064 0.007 0.959 0.053 0.932 0.925 0.640 0.630 0.623 Date: Thursday, July 02, 2020, Time: 16:43:49, Page 2 Page 404 of 1383 Area 24 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
89 91 92 93 8.000 199.146 0.005 0.862 0.047 0.898 0.893 0.640 0.607 0.602 90 94 93 80 8.000 215.733 0.010 1.060 0.064 0.905 0.895 0.640 0.612 0.602 91 95 96 97 8.000 198.296 0.005 0.898 0.047 0.933 0.928 0.640 0.631 0.625 92 98 97 82 8.000 220.341 0.010 1.089 0.064 0.930 0.919 0.640 0.628 0.618 93 99 100 101 8.000 301.395 0.008 0.722 0.072 0.575 0.567 0.640 0.389 0.381 Date: Thursday, July 02, 2020, Time: 16:43:49, Page 3 Page 405 of 1383 Area 24 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500 12.000 2.828 0.475
2 10 0.500
3 102 0.500
4 104 0.500
5 106 0.500 0.000 0.000 0.000
6 108 0.500 0.000 0.000 0.000
7 110 0.500 0.000 0.000 0.000
8 112 0.500
9 114 0.500
10 116 0.500
11 118 0.500
12 120 0.500
13 123 0.500
14 125 0.500
15 127 0.500
16 129 0.500
17 13 0.500
18 131 0.500 0.000 0.000 0.000
19 133 0.500 0.000 0.000 0.000
20 134 0.500 0.000 0.000 0.000
21 136 0.500 0.000 0.000 0.000
22 138 0.500 0.000 0.000 0.000
23 140 0.500
24 141 0.500 0.000 0.000 0.000
25 143 0.500 0.000 0.000 0.000
26 145 0.500 0.000 0.000 0.000
27 147 0.500
28 148 0.500
29 15 0.500
30 150 0.500 0.000 0.000 0.000
31 151 0.500 0.000 0.000 0.000
32 152 0.500 0.000 0.000 0.000
33 155 0.500 0.000 0.000 0.000
34 157 0.500
35 161 0.500
36 163 0.500
37 165 0.500 0.000 0.000 0.000
38 166 0.500
39 168 0.500
40 17 0.500
41 171 0.500
42 173 0.500
43 175 0.500
44 176 0.500
Date: Thursday, July 02, 2020, Time: 16:43:50, Page 4 Page 406 of 1383 Area 24 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
45 178 0.500
46 180 0.500
47 182 0.500
48 183 0.500 10.000 3.012 0.494
49 184 0.500
50 186 0.500
51 188 0.500
52 19 0.500
53 22 0.500
54 25 0.500
55 27 0.500
56 29 0.500
57 31 0.500
58 33 0.500
59 35 0.500
60 36 0.500
61 39 0.500
62 4 0.500 12.000 2.817 0.476
63 42 0.500
64 44 0.500
65 46 0.500
66 48 0.500
67 50 0.500
68 52 0.500
69 54 0.500
70 56 0.500
71 58 0.500
72 6 0.500 12.000 2.991 0.446
73 60 0.500
74 62 0.500
75 65 0.500
76 67 0.500
77 69 0.500
78 71 0.500
79 73 0.500
80 75 0.500
81 77 0.500
82 79 0.500
83 8 0.500 10.000 3.384 0.462
84 81 0.500
85 83 0.500
86 85 0.500
87 87 0.500
88 89 0.500
Date: Thursday, July 02, 2020, Time: 16:43:50, Page 5 Page 407 of 1383 Area 24 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
89 91 0.500
90 94 0.500
91 95 0.500
92 98 0.500
93 99 0.500
Date: Thursday, July 02, 2020, Time: 16:43:50, Page 6 Page 408 of 1383 Area 24 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
143
141
138
136
134
183
8 6
4 1
144
142
139 137
135
11 9
7 5
3 2
474.0
477.2
480.4
483.6
486.8
490.0
493.2
496.4
499.6
502.8
506.0
0.0 279.3 558.6 837.9 1117.2 1396.5 1675.8 1955.1 2234.4 2513.7 2793.0
West Covina
N
A
mr el Dr
N
H
e
ath
d
ale
A
v
e
Heathdale
Ave
Arm
el Dr
E Puente Ave W Puente Ave
N
H
o
u
s
er Dr
N
Elsp
eth
Wy
W Kenoak
Dr
W Badillo St
N
N
eil St
N
C
arol ni e
A
v
e
E Eckerman Ave
E Badillo St
S
A
mr el Dr
S
H
o
u
s
er Dr
S
H
e
ath
d
ale
A
ve
10 8
6 4
1 2
3 5
7 9
CITY OF COVINA
SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 28
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary
West Covina
N
A
mr el Dr
N
H
e
ath
d
ale
A
v
e
Heathdale
Ave
Arm
el Dr
E Puente Ave W Puente Ave
N
H
o
u
s
er Dr
N
Elsp
eth
Wy
W Kenoak
Dr
W Badillo St
N
N
eil St
N
C
arol ni e
A
v
e
E Eckerman Ave
E Badillo St
S
A
mr el Dr
S
H
o
u
s
er Dr
S
H
e
ath
d
ale
A
ve
0.079 0.084
0 0. 99
0.076
0 0. 55
CITY OF COVINA
SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 28
LEGEND
Manhole
System Outlet
d/D < 0.50
0.50 < d/D < 0.64
0.64 < d/D < 0.85
0.85 < d/D
LACSD Sewer Main
Covina City Boundary
Area 28 Profile
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 2 3 8.000 276.240 0.006 0.786 0.055 0.739 0.733 0.640 0.500 0.494 2 10 9 11 8.000 36.329 0.023 1.748 0.079 1.305 1.282 0.640 0.882 0.859 3 4 3 5 8.000 317.912 0.011 0.937 0.076 0.716 0.705 0.640 0.484 0.473 4 6 5 7 8.000 281.999 0.017 0.955 0.099 0.620 0.603 0.640 0.419 0.402 5 8 7 9 8.000 256.356 0.022 1.536 0.084 1.104 1.082 0.640 0.746 0.725 Date: Thursday, July 02, 2020, Time: 17:21:36, Page 1 Page 412 of 1383 Area 28 Profile
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500
2 10 0.500
3 4 0.500
4 6 0.500
5 8 0.500
Date: Thursday, July 02, 2020, Time: 17:21:36, Page 2 Page 413 of 1383 Area28 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
1 4
6 8
10 2
3 5
7 9
11 487.0
488.8
490.6
492.4
494.2
496.0
497.8
499.6
501.4
503.2
505.0
0.0 116.9 233.8 350.7 467.6 584.5 701.4 818.3 935.2 1052.1 1169.0
West
Covina
N
A
mr el Dr
N
H
e
ath
d
ale
A
ve
Heathdale
Ave
N
L
ark
ni Dr
Arm
el Dr
N
H
o
u
s
er Dr
E Puente Ave
W Badillo St
W Puente Ave
E Badillo St
N
N
eil St
S
A
mr el Dr
S
H
o
u
s
er Dr
S
H
e
ath
d
ale
A
v
e
0.0 78 0.08
0.074 0.054
0.09 3
5 7
9 11
CITY OF COVINA
SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 29
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary
West
Covina
N
A
mr el Dr
N
H
e
ath
d
ale
A
ve
Heathdale
Ave
N
L
ark
ni Dr
Arm
el Dr
N
H
o
u
s
er Dr
E Puente Ave
W Badillo St
W Puente Ave
E Badillo St
N
N
eil St
S
A
mr el Dr
S
H
o
u
s
er Dr
S
H
e
ath
d
ale
A
v
e
0.0 78 0.080
0.074 0.054
0.090
CITY OF COVINA
SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 29
LEGEND
Manhole
System Outlet
d/D < 0.50
0.50 < d/D < 0.64
0.64 < d/D < 0.85
0.85 < d/D
LACSD Sewer Main
Covina City Boundary
Area 29 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 3 2 8.000 37.500 0.022 1.771 0.078 1.341 1.319 0.640 0.907 0.885 2 10 11 9 8.000 278.233 0.006 0.769 0.054 0.739 0.733 0.640 0.499 0.494 3 4 5 3 8.000 233.843 0.021 1.582 0.080 1.174 1.153 0.640 0.793 0.773 4 6 7 5 8.000 299.936 0.017 1.072 0.090 0.739 0.723 0.640 0.500 0.483 5 8 9 7 8.000 299.024 0.011 0.949 0.074 0.738 0.727 0.640 0.499 0.488 Date: Thursday, July 02, 2020, Time: 21:11:58, Page 1 Page 417 of 1383 Area 29 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500
2 10 0.500
3 4 0.500
4 6 0.500
5 8 0.500
Date: Thursday, July 02, 2020, Time: 21:11:58, Page 2 Page 418 of 1383 Area 29 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
10 8
6 4
1 11
9 7
5 3
2 490.0
491.8
493.6
495.4
497.2
499.0
500.8
502.6
504.4
506.2
508.0
0.0 114.8 229.6 344.4 459.2 574.0 688.8 803.6 918.4 1033.2 1148.0
West
Covina
S
Hol el nbeck Ave N
Hol el nbeck Ave
N
A
mr el Dr
N
Heathdale Ave Heathdale
Ave
N Lark ni Dr
Armel Dr
N
Cedar Dr
E Puente Ave
E Eckerman
Ave
W Puente Ave
W Kenoak Dr
W Dexter St
E Badillo St
W Badillo St
N
Houser Dr
W Center St
S
Cedar Dr
S
A
mr el Dr
S
Houser Dr
S
Heathdale Ave
19 12
36 35
6 33 21 38
14 29
27 26 23
10 4
31 8 1
16 2
3 5
7 9
11 15
17 18
20 22
25 24
28 30
32 34
37 39
CITY OF COVINA
SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 30
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary
West
Covina
S
Hol el nbeck Ave N
Hol el nbeck Ave
N
A
mr el Dr
N
Heathdale Ave Heathdale
Ave
N Lark ni Dr
Armel Dr
N
Cedar Dr
E Puente Ave
E Eckerman
Ave
W Puente Ave
W Kenoak Dr
W Dexter St
E Badillo St
W Badillo St
N
Houser Dr
W Center St
S
Cedar Dr
S
A
mr el Dr
S
Houser Dr
S
Heathda el Ave 0.177
0.126
0.229
0.304
0 1. 52 0.085 0.113
0.353
0.144
0.078
0.092 0.064
0 2. 68 0 0. 74
0.062
0 3. 05 0 0. 56
0.215
CITY OF COVINA
SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 30
LEGEND
Manhole
System Outlet
d/D < 0.50
0.50 < d/D < 0.64
0.64 < d/D < 0.85
0.85 < d/D
LACSD Sewer Main
Covina City Boundary
Area 30 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 2 3 8.000 274.151 0.007 0.860 0.056 0.801 0.794 0.640 0.541 0.535 2 10 9 11 8.000 231.342 0.221 2.946 0.268 1.044 0.823 0.640 0.706 0.484 3 12 11 13 8.000 53.818 0.222 5.327 0.177 2.406 2.184 0.640 1.627 1.405 4 14 15 5 8.000 145.374 0.205 1.857 0.353 0.566 0.361 0.640 0.383 0.178 5 16 18 17 8.000 276.820 0.077 1.409 0.215 0.568 0.490 0.640 0.384 0.306 6 19 20 18 8.000 41.283 0.016 0.866 0.100 0.558 0.542 0.640 0.377 0.361 7 21 22 20 8.000 93.550 0.011 0.797 0.085 0.571 0.560 0.640 0.386 0.375 8 23 24 25 8.000 209.567 0.009 0.981 0.064 0.842 0.833 0.640 0.569 0.560 9 26 25 17 8.000 234.649 0.030 1.862 0.092 1.266 1.236 0.640 0.856 0.826 10 27 28 25 8.000 180.723 0.012 0.923 0.078 0.696 0.684 0.640 0.470 0.459 11 29 30 18 8.000 157.577 0.054 1.747 0.144 0.895 0.840 0.640 0.605 0.551 12 31 32 30 8.000 261.907 0.009 1.029 0.062 0.896 0.887 0.640 0.606 0.597 13 33 34 15 8.000 65.940 0.094 2.805 0.152 1.387 1.293 0.640 0.938 0.843 14 35 17 15 8.000 47.939 0.108 1.796 0.229 0.697 0.589 0.640 0.471 0.363 15 36 37 30 8.000 44.997 0.041 1.611 0.126 0.896 0.855 0.640 0.606 0.565 16 38 39 37 8.000 146.107 0.032 1.500 0.113 0.896 0.864 0.640 0.606 0.573 17 4 3 5 8.000 271.521 0.012 1.027 0.074 0.803 0.791 0.640 0.543 0.531 18 6 5 7 8.000 37.672 0.217 2.421 0.304 0.800 0.583 0.640 0.541 0.324 19 8 7 9 8.000 313.384 0.219 2.434 0.305 0.802 0.583 0.640 0.542 0.323 Date: Sunday, July 05, 2020, Time: 17:20:53, Page 1 Page 422 of 1383 Area 30 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500
2 10 0.500 0.000 0.000 0.000
3 12 0.500 0.000 0.000 0.000
4 14 0.500
5 16 0.500
6 19 0.500
7 21 0.500
8 23 0.500
9 26 0.500
10 27 0.500
11 29 0.500
12 31 0.500
13 33 0.500 0.000 0.000 0.000
14 35 0.500
15 36 0.500
16 38 0.500
17 4 0.500
18 6 0.500 0.000 0.000 0.000
19 8 0.500
Date: Sunday, July 05, 2020, Time: 17:20:54, Page 2 Page 423 of 1383 Area 30 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
27 26
35 14
6 8
10 12
28 25
17 15
5 7
9 11
13 488.0
490.4
492.8
495.2
497.6
500.0
502.4
504.8
507.2
509.6
512.0
0.0 124.5 249.0 373.5 498.0 622.5 747.0 871.5 996.0 1120.5 1245.0
West Covina
N
Baymar Ave
Hollenbeck Ave S
Hol el nbeck Ave
W Idahome
St
W Workman Ave
W Rowland St
E Workman Ave
E Rowland Ave
S
Heathdale Ave
W Greendale St
E Shamwood St
W Verness St
W Thelborn St
W Marbury St
E Idahome St
N
Neil St
S
Armel Dr
S
Eastb
ury
Ave
1 8
6 4
3 5
7 9
CITY OF COVINA
SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 33
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary
West Covina
N
Baymar Ave
Hollenbeck Ave S
Hol el nbeck Ave
W Idahome
St
W Workman Ave
W Rowland St
E Workman Ave
E Rowland Ave
S
Heathdale Ave
W Greendale St
E Shamwood St
W Verness St
W Thelborn St
W Marbury St
E Idahome St
N
Neil St
S
Armel Dr
S
Eastb
ury
Ave
0 0. 88 0.066
0 0. 92 0.120
CITY OF COVINA
SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 33
LEGEND
Manhole
System Outlet
d/D < 0.50
0.50 < d/D < 0.64
0.64 < d/D < 0.85
0.85 < d/D
LACSD Sewer Main
Covina City Boundary
Area 33 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 3 2 8.000 276.342 0.029 1.909 0.088 1.329 1.301 0.640 0.899 0.870 2 4 5 3 8.000 375.336 0.023 0.985 0.120 0.567 0.543 0.640 0.383 0.360 3 6 7 5 8.000 351.687 0.014 0.839 0.092 0.567 0.554 0.640 0.384 0.370 4 8 9 7 8.000 242.926 0.007 0.675 0.066 0.566 0.560 0.640 0.383 0.376 Date: Sunday, July 05, 2020, Time: 17:51:59, Page 1 Page 427 of 1383 Area 33 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500
2 4 0.500
3 6 0.500
4 8 0.500
Date: Sunday, July 05, 2020, Time: 17:51:59, Page 2 Page 428 of 1383 Area 33 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
8 6
4 1
9 7
5 3
2 459.0
461.5
464.0
466.5
469.0
471.5
474.0
476.5
479.0
481.5
484.0
0.0 124.6 249.2 373.8 498.4 623.0 747.6 872.2 996.8 1121.4 1246.0
West Covina
W Casad St
Hol el nbeck Ave S Hol el nbeck Ave
N
Baymar Ave
W Workman Ave
W Rowland St
E Workman Ave
E Rowland Ave
S
Heathdale Ave
E Mardina St
W Shamwood St
W Idahome St
W Greendale St
W Verness St
S
M di si et Ave
W Thelborn St
W Marbury St
E Idahome St
N
Neil St
E Shamwood St
S
Armel Dr
S Eastbury Ave
1 8
4 6
3 5
7 9
CITY OF COVINA
SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 34
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary
West Covina
W Casad St
Hol el nbeck Ave S Hol el nbeck Ave
N
Baymar Ave
W Workman Ave
W Rowland St
E Workman Ave
E Rowland Ave
S
Heathdale Ave
E Mardina St
W Shamwood St
W Idahome St
W Greendale St
W Verness St
S
M di si et Ave
W Thelborn St
W Marbury St
E Idahome St
N
Neil St
E Shamwood St
S
Armel Dr
S Eastbury Ave
0.075
0.073
0.101
0.092
CITY OF COVINA
SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 34
LEGEND
Manhole
System Outlet
d/D < 0.50
0.50 < d/D < 0.64
0.64 < d/D < 0.85
0.85 < d/D
LACSD Sewer Main
Covina City Boundary
Area 34 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 3 2 8.000 163.000 0.029 2.435 0.075 1.880 1.851 0.640 1.271 1.241 2 4 5 3 8.000 347.000 0.025 1.345 0.101 0.859 0.834 0.640 0.581 0.556 3 6 7 5 8.000 338.000 0.016 1.024 0.092 0.695 0.678 0.640 0.469 0.453 4 8 9 7 8.000 328.000 0.008 0.719 0.073 0.566 0.558 0.640 0.383 0.375 Date: Sunday, July 05, 2020, Time: 17:36:19, Page 1 Page 432 of 1383 Area 34 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500 0.000 0.000 0.000
2 4 0.500
3 6 0.500
4 8 0.500
Date: Sunday, July 05, 2020, Time: 17:36:20, Page 2 Page 433 of 1383 Area 34 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
8 6
4 1
9 7
5 3
2 461.0
463.4
465.8
468.2
470.6
473.0
475.4
477.8
480.2
482.6
485.0
0.0 117.6 235.2 352.8 470.4 588.0 705.6 823.2 940.8 1058.4 1176.0
West Covina
18 106
97 4
16 108
56 51
88 110
22 58
101
32 81
25 35
10 39
90 49
8 42
12 46
71 6
79 62
28 26
60 7470
95 20
98 112
44 67
92 14
111
1 105
53 86
54 77
83 103
36 66
75 63
5 3 2
7 9
11 13 15 17
19 21
24 23
27 31
34 33
37 38
40 41
43 45
47 48
57 55 50 52 61 59
65 64
68 69
72 73
76 78
80 82 84
85 89 87
91 93
94 96
99 100
102
104
107
109
CITY OF COVINA
SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 35
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary
West Covina
0.466
0.313
0 0. 58
0.055
0.462
0.052
0.169 0.000
0.056
0 1. 54
0.054
0.168
0.070
0.060
0 0. 49
0.071
0 1. 65
0.406
0 0. 91
0.111
0 0. 83
0.400
0 0. 73
0 3. 91
0 0. 6
0 3
0. 39
0.408
0.069
0.190
0 5. 07
0.068
0.195
0 0. 46
0 0. 77
0.076
0.062
0 0. 54
0.320
0.038
0 0. 64
0 0. 55
0.386
0.471
0.054
0 1. 07
0.109
0 0. 66
0.158
0 1. 02
0 0. 61
0 0. 96
0.301 0.173
0 1. 17
0.129
CITY OF COVINA
SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 35
LEGEND
Manhole
System Outlet
d/D < 0.50
0.50 < d/D < 0.64
0.64 < d/D < 0.85
0.85 < d/D
LACSD Sewer Main
Covina City Boundary
Area 35 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 2 3 8.000 289.382 0.006 0.801 0.054 0.762 0.756 0.640 0.515 0.509 2 10 11 9 8.000 271.499 0.359 2.701 0.406 0.767 0.408 0.640 0.519 0.159 3 101 100 102 8.000 236.552 0.011 1.076 0.070 0.872 0.861 0.640 0.590 0.578 4 103 102 104 8.000 292.022 0.019 1.087 0.096 0.719 0.701 0.640 0.486 0.468 5 105 104 61 8.000 359.504 0.025 1.266 0.107 0.781 0.756 0.640 0.528 0.503 6 106 37 107 8.000 41.646 0.165 1.762 0.313 0.573 0.408 0.640 0.387 0.223 7 108 109 27 8.000 192.492 0.004 0.577 0.052 0.563 0.559 0.640 0.381 0.377 8 110 91 33 8.000 198.378 0.038 1.106 0.154 0.544 0.506 0.640 0.367 0.330 9 111 107 19 8.000 317.383 0.339 2.097 0.471 0.556 0.217 0.640 0.376 0.036 10 112 31 107 8.000 329.879 0.174 1.806 0.320 0.580 0.405 0.640 0.392 0.218 11 12 13 11 8.000 256.963 0.348 2.751 0.391 0.797 0.449 0.640 0.538 0.191 12 14 15 13 8.000 277.916 0.343 2.757 0.386 0.803 0.460 0.640 0.543 0.199 13 16 17 15 8.000 211.739 0.341 2.161 0.462 0.578 0.237 0.640 0.391 0.050 14 18 19 17 8.000 49.798 0.340 2.132 0.466 0.568 0.228 0.640 0.384 0.044 15 20 21 7 8.000 289.419 0.009 1.064 0.062 0.932 0.923 0.640 0.630 0.621 16 22 23 24 8.000 217.958 0.004 0.592 0.054 0.569 0.565 0.640 0.385 0.381 17 25 24 9 8.000 204.381 0.008 0.710 0.071 0.568 0.560 0.640 0.384 0.376 18 26 27 11 8.000 265.199 0.007 0.685 0.068 0.567 0.560 0.640 0.383 0.376 19 28 5 29 8.000 242.513 0.392 2.208 0.507 0.567 0.174 0.640 0.383 -0.009 20 32 34 33 8.000 213.741 0.006 0.657 0.060 0.585 0.579 0.640 0.395 0.390 21 35 33 31 8.000 265.788 0.045 1.210 0.165 0.571 0.526 0.640 0.386 0.341 22 36 38 37 8.000 405.346 0.150 1.696 0.301 0.563 0.413 0.640 0.381 0.230 23 39 41 40 8.000 253.528 0.016 1.020 0.091 0.696 0.680 0.640 0.471 0.454 24 4 3 5 8.000 130.040 0.008 1.117 0.055 1.060 1.052 0.640 0.717 0.708 25 42 43 41 8.000 246.371 0.011 0.913 0.073 0.715 0.705 0.640 0.484 0.473 26 44 45 43 8.000 301.006 0.003 0.623 0.038 0.750 0.748 0.640 0.507 0.505 27 46 47 48 8.000 247.320 0.008 0.817 0.063 0.707 0.700 0.640 0.478 0.471 28 49 48 50 8.000 251.031 0.014 0.981 0.083 0.711 0.698 0.640 0.481 0.467 29 51 52 50 8.000 172.884 0.000 0.000 0.000 0.708 0.000 0.640 0.479 0.000 30 53 50 40 8.000 327.952 0.024 1.165 0.109 0.710 0.686 0.640 0.480 0.456 31 54 40 55 8.000 339.858 0.055 1.549 0.158 0.748 0.693 0.640 0.506 0.451 32 56 55 57 8.000 171.432 0.070 1.793 0.169 0.833 0.763 0.640 0.563 0.493 33 58 57 59 8.000 226.268 0.075 1.934 0.168 0.902 0.827 0.640 0.609 0.535 34 6 7 5 8.000 243.196 0.381 2.847 0.408 0.807 0.425 0.640 0.545 0.164 35 60 59 61 8.000 308.300 0.102 2.112 0.195 0.899 0.797 0.640 0.607 0.506 36 62 61 31 8.000 270.446 0.127 2.756 0.190 1.194 1.067 0.640 0.807 0.680 37 63 64 65 8.000 343.021 0.044 1.645 0.129 0.900 0.857 0.640 0.608 0.565 38 66 65 38 8.000 322.334 0.088 2.190 0.173 1.003 0.915 0.640 0.678 0.590 39 67 68 69 8.000 319.224 0.008 0.806 0.064 0.690 0.682 0.640 0.466 0.459 40 70 69 55 8.000 284.712 0.015 1.217 0.077 0.929 0.914 0.640 0.628 0.613 41 71 72 73 8.000 228.679 0.003 0.583 0.039 0.694 0.691 0.640 0.469 0.466 42 74 73 57 8.000 306.736 0.005 0.848 0.046 0.897 0.892 0.640 0.606 0.601 43 75 76 59 8.000 359.504 0.027 1.164 0.117 0.678 0.652 0.640 0.459 0.432 44 77 78 76 8.000 322.173 0.020 1.064 0.102 0.675 0.656 0.640 0.457 0.437 Date: Monday, July 06, 2020, Time: 07:44:27, Page 1 Page 437 of 1383 Area 35 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
45 79 80 78 8.000 253.960 0.013 1.201 0.069 0.982 0.970 0.640 0.664 0.651 46 8 9 7 8.000 258.443 0.370 2.831 0.400 0.810 0.440 0.640 0.547 0.178 47 81 82 80 8.000 283.068 0.006 0.945 0.049 0.959 0.953 0.640 0.648 0.642 48 83 84 85 8.000 340.539 0.008 0.851 0.061 0.749 0.742 0.640 0.506 0.499 49 86 85 87 8.000 348.279 0.013 1.314 0.066 1.106 1.093 0.640 0.747 0.734 50 88 89 87 8.000 234.788 0.004 0.530 0.056 0.493 0.489 0.640 0.333 0.329 51 90 87 91 8.000 228.191 0.021 0.997 0.111 0.599 0.578 0.640 0.405 0.384 52 92 93 94 8.000 297.927 0.007 0.991 0.055 0.942 0.934 0.640 0.637 0.629 53 95 94 96 8.000 314.712 0.013 1.072 0.076 0.819 0.806 0.640 0.554 0.541 54 97 96 91 8.000 134.477 0.014 1.799 0.058 1.649 1.634 0.640 1.114 1.100 55 98 99 100 8.000 331.583 0.007 0.993 0.054 0.944 0.937 0.640 0.638 0.631 Date: Monday, July 06, 2020, Time: 07:44:27, Page 2 Page 438 of 1383 Area 35 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500
2 10 0.500 0.000 0.000 0.000
3 101 0.500
4 103 0.500
5 105 0.500
6 106 0.500
7 108 0.500
8 110 0.500
9 111 0.500 0.000 0.000 0.000
10 112 0.500
11 12 0.500 0.000 0.000 0.000
12 14 0.500 0.000 0.000 0.000
13 16 0.500 0.000 0.000 0.000
14 18 0.500 0.000 0.000 0.000
15 20 0.500
16 22 0.500
17 25 0.500
18 26 0.500
19 28 0.500 0.000 0.000 0.000
20 32 0.500
21 35 0.500
22 36 0.500
23 39 0.500
24 4 0.500
25 42 0.500
26 44 0.500
27 46 0.500
28 49 0.500
29 51 0.500 0.000 0.000 0.000
30 53 0.500
31 54 0.500
32 56 0.500
33 58 0.500
34 6 0.500 0.000 0.000 0.000
35 60 0.500 0.000 0.000 0.000
36 62 0.500 0.000 0.000 0.000
37 63 0.500
38 66 0.500 0.000 0.000 0.000
39 67 0.500
40 70 0.500
41 71 0.500
42 74 0.500
43 75 0.500
44 77 0.500
Date: Monday, July 06, 2020, Time: 07:44:27, Page 3 Page 439 of 1383 Area 35 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
45 79 0.500
46 8 0.500 0.000 0.000 0.000
47 81 0.500
48 83 0.500
49 86 0.500
50 88 0.500
51 90 0.500
52 92 0.500
53 95 0.500
54 97 0.500
55 98 0.500
Date: Monday, July 06, 2020, Time: 07:44:27, Page 4 Page 440 of 1383 Area 35 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
111
18 16
14 12
10 8
6 28
107
19 17
15 13
11 9
7 5
29 470.0
472.5
475.0
477.5
480.0
482.5
485.0
487.5
490.0
492.5
495.0
0.0 212.9 425.8 638.7 851.6 1064.5 1277.4 1490.3 1703.2 1916.1 2129.0
N Citrus Ave
E Badillo St
N 2nd Ave
S Hol el nbeck Ave N Hol el nbeck Ave
S 2nd Ave
W San Bernardino Rd
S 1st Ave
1st Ave
S San Jose Ave
W Puente Ave
San Jose Ave
S 3rd Ave
Baranca Ave
E San Bernardino Rd
S Citrus Ave
N 3rd Ave
W Zinfandel Dr
N Baranca Ave
W Dexter St
Oak Tree Ct
N 1st Ave
W Redwood Ct
E Puente St
N Cabernet Dr
Palland Ln
W Puente St
S 5th Ave
E School St
Valencia Pl
Oak bank Ave
S Baranca Ave
W Front St
S Stewart Dr
Eremland Dr
N 4th Ave S 4th Ave
College Wy
E Center St
Traymore Ave
W Badillo St
E Navilla Pl
N Cedar Dr
W Adams Park Dr
N Curtis Ave
N Chardonnay Dr
W Hampton Ct
E College St
Rue Royale St
Howard Ave
W Arbor Ct
Park Ave
S Newton St
E Dexter St
Hepner Ave
W Kenoak Dr
E Grovecenter St
E Algrove St
W Palm Dr
N 5th Ave
E Italia St
E Dexter St
W Center St
W College St
E Alisal St
W Cottage Dr
W Orange St
W Geneva Pl
S Kendall Wy
S Cedar Dr
S Hepner Ave
S Aldenville Ave
S Albertson Ave
Orlando Wy
202
11 18
174
172
182
160
188
157
65 74
24 178
51 40 100 104
28 170 167
60 72
45 15
63 31
13 43
35 36
39 67
32 98
82 9 124
27 138
102
94 112
162
4 200
1 201
56 58
54 7
189
147
108
198
78 92
115 96
150
83 205 20
176
86 136
71 166
122
134
47 141
106
184
155
116
132 129
89 22
76 111
128 118 154
192
164
120
143
152
195
145
186
88 68
139
193
49 126
80 204
2 3 5
6 10 8 12
14 16
17 19 21 23
25 26
29 30
33 34
37 38
41 42
44 46
48 50
52 53 55 57
59 61 62 64
66 69 70
73 81 75 77 79
87 85 84
90 91 93
95 97
99 101
103
105 107
110 109
113
114
127 125 123 121 119 117
137 135 133 131 130
140
142 144 146
153 151 149 148
156
158
159
161
165 163
168 169
171
173
175
177
179
181
183
185 187
191 190
194
196
197
199
CITY OF COVINA
SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 36
LEGEND
Manhole
SystemOutlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary
N Citrus Ave
E Badillo St
N 2nd Ave
S Hol el nbeck Ave N Hol el nbeck Ave
S 2nd Ave
W San Bernardino Rd
S 1st Ave 1st Ave
S San Jose Ave
W Puente Ave
San Jose Ave
S 3rd Ave
Baranca Ave
E San Bernardino Rd
S Citrus Ave
N 3rd Ave
W Zinfandel Dr
N Baranca Ave
W Dexter St
Oak Tree Ct
N 1st Ave
W Redwood Ct
E Puente St
N Cabernet Dr
Palland Ln
W Puente St
S 5th Ave
E School St
Valencia Pl
Oakbank Ave
S Baranca Ave
W Front St
S Stewart Dr
Eremland Dr
N 4th Ave S 4th Ave
College Wy
E Center St
Traymore Ave
W Badillo St
E Navilla Pl
N Cedar Dr
W Adams Park Dr
N Curtis Ave
N Chardonnay Dr
W Hampton Ct
E College St
Rue Royale St
Howard Ave
W Arbor Ct
Park Ave
S Newton St
E Dexter St
Hepner Ave
W Kenoak Dr
E Grovecenter St
E Algrove St
W Palm Dr
N 5th Ave
E Italia St
E Dexter St
W Center St
W College St
E Alisal St
W Cottage Dr
W Orange St
W Geneva Pl
S Kendall Wy
S Cedar Dr
S Hepner Ave
S Aldenville Ave
S Albertson Ave
Orlando Wy
1.000
0.583
0.084
0.501
0.034
0.064
0.029
0.120
0.187
0.052
0.490
0.058
0.052 0.312 0.438
0.057
0.081 0.056
0.077
0.048
0.233
0.088
0.062
0.232
0.070
0.051
0.074
0.117
0.056
0.305 0.197
0.648
0.186
0.213
0.445
0.050
0.432
0.065
0.048
0.685
0.032 0.047
0.057
0.064
0.139
0.073
0.071
0.193
0.117
0.044
0.037
0.588 0.452
0.216
0.056
0.813
0.499
0.108
0.209
0.185
0.120
0.627
0.185
0.307 0.238
0.138
0.244
0.099
0.604
0.174 0.123
0.034
1.000
0.062
0.177
0.804 0.603 0.269
0.109
0.084
0.611
0.206
0.272
0.124
0.233
0.168
0.181
0.117
0.495
0.334
1.000
0.188
0.168
CITY OF COVINA
SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 36
LEGEND
Manhole
SystemOutlet
d/D < 0.50
0.50 < d/D < 0.64
0.64 < d/D < 0.85
0.85 < d/D
LACSD Sewer Main
Covina City Boundary
Area 36 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 3 2 8.000 271.526 0.002 0.645 0.032 0.863 0.861 0.640 0.584 0.581 2 100 99 101 10.000 201.100 0.508 3.501 0.312 1.783 1.275 0.640 1.205 0.697 3 102 101 103 10.000 217.188 1.014 4.325 0.445 1.839 0.825 0.640 1.243 0.229 4 104 103 105 10.000 158.741 1.014 4.416 0.438 1.891 0.877 0.640 1.278 0.264 5 106 107 105 8.000 284.581 0.032 1.104 0.138 0.582 0.550 0.640 0.393 0.361 6 108 109 110 8.000 258.636 0.030 1.329 0.117 0.774 0.744 0.640 0.523 0.493 7 11 12 8 10.000 52.801 2.081 3.816 1.000 1.500 -0.581 0.640 1.014 -1.067 8 111 110 26 8.000 316.286 0.071 1.702 0.177 0.768 0.696 0.640 0.519 0.448 9 112 114 113 10.000 220.224 1.173 5.201 0.432 2.241 1.069 0.640 1.515 0.342 10 115 105 114 10.000 281.094 1.049 3.145 0.588 1.191 0.142 0.640 0.805 -0.244 11 116 113 117 10.000 327.373 1.290 3.745 0.604 1.406 0.116 0.640 0.950 -0.339 12 118 117 119 10.000 321.700 1.298 3.776 0.603 1.418 0.120 0.640 0.959 -0.340 13 120 119 121 10.000 358.727 1.303 3.734 0.611 1.397 0.094 0.640 0.944 -0.359 14 122 121 123 10.000 288.924 1.312 3.645 0.627 1.352 0.040 0.640 0.914 -0.398 15 124 123 125 10.000 209.683 1.467 3.924 0.648 1.442 -0.025 0.640 0.974 -0.493 16 126 125 127 10.000 437.954 1.834 3.362 1.000 1.345 -0.489 0.640 0.909 -0.925 17 128 127 23 10.000 335.568 1.898 4.041 0.804 1.430 -0.468 0.640 0.967 -0.932 18 129 130 131 8.000 298.628 0.044 1.810 0.123 1.024 0.980 0.640 0.692 0.648 19 13 14 12 10.000 217.125 2.081 3.816 1.000 1.484 -0.598 0.640 1.003 -1.078 20 132 131 133 8.000 336.925 0.077 1.911 0.174 0.873 0.796 0.640 0.590 0.513 21 134 133 135 8.000 270.400 0.086 1.941 0.185 0.853 0.767 0.640 0.577 0.490 22 136 135 137 8.000 310.767 0.113 2.132 0.209 0.873 0.761 0.640 0.590 0.478 23 138 137 123 8.000 233.304 0.113 2.075 0.213 0.840 0.728 0.640 0.568 0.455 24 139 140 123 8.000 421.505 0.021 0.917 0.117 0.535 0.514 0.640 0.361 0.340 25 141 142 114 8.000 284.664 0.122 1.921 0.238 0.728 0.606 0.640 0.492 0.370 26 143 144 142 8.000 368.147 0.092 1.771 0.206 0.730 0.638 0.640 0.493 0.401 27 145 146 144 8.000 307.405 0.060 1.156 0.206 0.477 0.417 0.640 0.322 0.262 28 147 148 149 8.000 287.724 0.063 1.323 0.193 0.567 0.504 0.640 0.383 0.320 29 15 17 16 10.000 179.382 2.065 3.786 1.000 1.357 -0.708 0.640 0.917 -1.148 30 150 149 151 8.000 277.595 0.079 1.421 0.216 0.569 0.490 0.640 0.385 0.306 31 152 151 153 8.000 372.974 0.098 1.280 0.272 0.450 0.352 0.640 0.304 0.206 32 154 153 113 8.000 330.806 0.108 1.422 0.269 0.503 0.395 0.640 0.340 0.232 33 155 156 151 8.000 330.013 0.016 0.893 0.099 0.577 0.561 0.640 0.390 0.374 34 157 158 159 8.000 106.194 0.002 0.652 0.029 0.941 0.939 0.640 0.636 0.634 35 160 161 159 8.000 117.544 0.002 0.442 0.034 0.567 0.565 0.640 0.383 0.381 36 162 159 163 8.000 348.929 0.009 0.970 0.065 0.825 0.816 0.640 0.558 0.549 37 164 163 165 8.000 265.703 0.017 1.241 0.084 0.893 0.876 0.640 0.604 0.586 38 166 165 107 8.000 296.871 0.024 1.020 0.120 0.584 0.560 0.640 0.395 0.370 39 167 168 169 8.000 165.142 0.004 0.468 0.056 0.436 0.432 0.640 0.294 0.291 40 170 169 171 8.000 182.316 0.007 0.525 0.081 0.387 0.380 0.640 0.262 0.255 41 172 171 173 8.000 101.650 0.009 0.631 0.084 0.453 0.444 0.640 0.306 0.297 42 174 175 173 8.000 79.370 0.495 2.341 0.583 0.569 0.074 0.640 0.385 -0.110 43 176 177 175 8.000 280.119 0.491 2.820 0.499 0.728 0.237 0.640 0.492 0.001 44 178 179 177 8.000 151.417 0.487 2.865 0.490 0.746 0.259 0.640 0.504 0.017 Date: Monday, July 06, 2020, Time: 07:12:24, Page 1 Page 444 of 1383 Area 36 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
45 18 19 17 10.000 98.709 2.065 3.786 1.000 1.368 -0.696 0.640 0.925 -1.140 46 180 181 179 8.000 62.775 0.485 4.702 0.336 1.471 0.986 0.640 0.994 0.509 47 182 183 181 8.000 112.725 0.485 2.775 0.501 0.716 0.231 0.640 0.484 -0.001 48 184 185 50 8.000 289.544 0.159 2.401 0.244 0.897 0.738 0.640 0.606 0.448 49 186 187 185 8.000 388.860 0.120 1.955 0.233 0.751 0.630 0.640 0.508 0.387 50 188 91 187 8.000 112.333 0.013 1.347 0.064 1.150 1.137 0.640 0.777 0.765 51 189 190 191 8.000 237.377 0.010 0.890 0.071 0.715 0.705 0.640 0.483 0.473 52 192 191 97 8.000 361.637 0.023 1.102 0.109 0.670 0.647 0.640 0.453 0.430 53 193 194 183 8.000 422.249 0.477 2.765 0.495 0.717 0.240 0.640 0.484 0.007 54 195 196 197 8.000 368.662 0.025 1.016 0.124 0.570 0.544 0.640 0.385 0.360 55 198 199 84 8.000 277.735 0.004 0.815 0.044 0.897 0.892 0.640 0.606 0.602 56 20 21 19 10.000 290.210 2.057 4.330 0.813 1.532 -0.525 0.640 1.036 -1.022 57 200 173 101 8.000 244.238 0.504 1.980 0.685 0.459 -0.045 0.640 0.310 -0.194 58 201 2 10 8.000 218.039 0.005 0.843 0.047 0.880 0.875 0.640 0.595 0.589 59 202 10 203 10.000 39.824 2.095 3.842 1.000 1.479 -0.616 0.640 1.000 -1.096 60 204 197 187 8.000 513.457 0.074 1.919 0.168 0.896 0.822 0.640 0.606 0.532 61 205 16 14 10.000 277.629 2.073 3.801 1.000 1.312 -0.761 0.640 0.887 -1.186 62 22 23 21 10.000 313.949 1.977 3.625 1.000 1.382 -0.595 0.640 0.934 -1.043 63 24 25 26 8.000 129.786 0.004 0.598 0.052 0.583 0.579 0.640 0.394 0.390 64 27 26 21 8.000 220.313 0.080 1.782 0.186 0.780 0.700 0.640 0.527 0.447 65 28 29 30 8.000 166.762 0.004 0.480 0.057 0.444 0.441 0.640 0.300 0.297 66 31 30 19 8.000 172.864 0.007 0.840 0.062 0.737 0.730 0.640 0.498 0.491 67 32 33 34 8.000 219.013 0.005 0.607 0.056 0.568 0.563 0.640 0.384 0.379 68 35 34 16 8.000 164.566 0.008 0.784 0.070 0.633 0.624 0.640 0.428 0.419 69 36 37 38 8.000 201.727 0.004 0.641 0.051 0.634 0.630 0.640 0.429 0.424 70 39 38 14 8.000 199.835 0.008 0.692 0.074 0.538 0.530 0.640 0.364 0.355 71 4 5 6 8.000 233.174 0.004 0.701 0.048 0.726 0.722 0.640 0.491 0.486 72 40 41 42 8.000 154.662 0.008 1.132 0.052 1.109 1.102 0.640 0.750 0.742 73 43 42 44 8.000 188.871 0.122 1.992 0.232 0.766 0.644 0.640 0.518 0.395 74 45 44 46 8.000 210.116 0.130 2.108 0.233 0.809 0.678 0.640 0.547 0.416 75 47 46 48 8.000 303.808 0.256 2.814 0.307 0.924 0.668 0.640 0.625 0.368 76 49 48 50 8.000 432.898 0.324 3.176 0.334 0.997 0.673 0.640 0.674 0.350 77 51 52 53 8.000 149.099 0.005 0.617 0.058 0.564 0.559 0.640 0.381 0.376 78 54 55 53 8.000 273.066 0.042 1.434 0.139 0.750 0.707 0.640 0.507 0.464 79 56 57 55 8.000 254.232 0.010 1.210 0.057 1.120 1.110 0.640 0.757 0.748 80 58 59 57 8.000 260.576 0.006 0.693 0.064 0.595 0.589 0.640 0.402 0.396 81 60 61 62 8.000 183.292 0.013 1.059 0.077 0.808 0.795 0.640 0.546 0.533 82 63 62 64 8.000 177.278 0.027 1.803 0.088 1.256 1.228 0.640 0.849 0.821 83 65 64 66 8.000 135.466 0.029 1.208 0.120 0.693 0.664 0.640 0.468 0.440 84 67 66 55 8.000 212.014 0.033 1.438 0.117 0.839 0.807 0.640 0.567 0.535 85 68 69 70 8.000 356.340 0.056 1.305 0.181 0.581 0.525 0.640 0.393 0.337 86 7 6 8 8.000 253.187 0.009 0.798 0.073 0.630 0.621 0.640 0.426 0.417 87 71 70 42 8.000 307.890 0.102 2.284 0.185 1.005 0.903 0.640 0.679 0.578 88 72 73 53 8.000 182.509 0.004 0.665 0.048 0.689 0.685 0.640 0.466 0.462 Date: Monday, July 06, 2020, Time: 07:12:24, Page 2 Page 445 of 1383 Area 36 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
89 74 53 75 8.000 147.045 0.054 1.197 0.187 0.523 0.468 0.640 0.353 0.299 90 76 77 75 8.000 310.237 0.009 1.025 0.062 0.896 0.887 0.640 0.606 0.596 91 78 79 77 8.000 286.223 0.003 0.732 0.037 0.897 0.894 0.640 0.607 0.604 92 80 75 81 8.000 441.943 0.092 2.024 0.188 0.882 0.790 0.640 0.596 0.504 93 82 81 46 8.000 214.056 0.109 2.246 0.197 0.951 0.842 0.640 0.643 0.533 94 83 84 85 8.000 287.409 0.007 0.963 0.056 0.897 0.890 0.640 0.606 0.599 95 86 85 87 8.000 264.215 0.028 1.362 0.108 0.836 0.809 0.640 0.565 0.538 96 88 87 48 8.000 391.785 0.063 1.636 0.168 0.763 0.700 0.640 0.516 0.453 97 89 90 91 8.000 289.741 0.003 0.835 0.034 1.088 1.085 0.640 0.735 0.732 98 9 8 10 10.000 253.949 2.090 3.833 1.000 1.257 -0.833 0.640 0.850 -1.241 99 92 93 91 8.000 252.499 0.010 1.028 0.064 0.877 0.868 0.640 0.593 0.583 100 94 95 93 8.000 249.667 0.006 0.967 0.050 0.968 0.961 0.640 0.654 0.648 101 96 50 97 8.000 258.288 0.483 3.152 0.452 0.851 0.369 0.640 0.575 0.093 102 98 97 99 10.000 191.266 0.506 3.588 0.305 1.847 1.340 0.640 1.248 0.742 Date: Monday, July 06, 2020, Time: 07:12:24, Page 3 Page 446 of 1383 Area 36 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500
2 100 0.500 0.000 0.000 0.000
3 102 0.500 0.000 0.000 0.000
4 104 0.500 0.000 0.000 0.000
5 106 0.500
6 108 0.500
7 11 0.500 15.000 4.434 0.407
8 111 0.500
9 112 0.500 0.000 0.000 0.000
10 115 0.500 0.000 0.000 0.000
11 116 0.500 0.000 0.000 0.000
12 118 0.500 0.000 0.000 0.000
13 120 0.500 0.000 0.000 0.000
14 122 0.500 0.000 0.000 0.000
15 124 0.500 12.000 3.957 0.478
16 126 0.500 15.000 3.957 0.403
17 128 0.500 15.000 4.178 0.397
18 129 0.500
19 13 0.500 15.000 4.399 0.410
20 132 0.500
21 134 0.500
22 136 0.500 0.000 0.000 0.000
23 138 0.500 0.000 0.000 0.000
24 139 0.500
25 141 0.500
26 143 0.500
27 145 0.500
28 147 0.500
29 15 0.500 15.000 4.110 0.429
30 150 0.500
31 152 0.500
32 154 0.500
33 155 0.500
34 157 0.500
35 160 0.500
36 162 0.500
37 164 0.500
38 166 0.500
39 167 0.500
40 170 0.500
41 172 0.500
42 174 0.500 0.000 0.000 0.000
43 176 0.500 0.000 0.000 0.000
44 178 0.500 0.000 0.000 0.000
Date: Monday, July 06, 2020, Time: 07:12:24, Page 4 Page 447 of 1383 Area 36 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
45 18 0.500 15.000 4.136 0.426
46 180 0.500 0.000 0.000 0.000
47 182 0.500 0.000 0.000 0.000
48 184 0.500 0.000 0.000 0.000
49 186 0.500
50 188 0.500
51 189 0.500
52 192 0.500
53 193 0.500 0.000 0.000 0.000
54 195 0.500
55 198 0.500
56 20 0.500 15.000 4.489 0.400
57 200 0.500 10.000 2.006 0.469
58 201 0.500
59 202 0.500 15.000 4.397 0.412
60 204 0.500
61 205 0.500 15.000 4.015 0.438
62 22 0.500 15.000 4.118 0.414
63 24 0.500
64 27 0.500
65 28 0.500
66 31 0.500
67 32 0.500
68 35 0.500
69 36 0.500
70 39 0.500
71 4 0.500
72 40 0.500
73 43 0.500
74 45 0.500 0.000 0.000 0.000
75 47 0.500 0.000 0.000 0.000
76 49 0.500 0.000 0.000 0.000
77 51 0.500
78 54 0.500
79 56 0.500
80 58 0.500
81 60 0.500
82 63 0.500
83 65 0.500
84 67 0.500
85 68 0.500
86 7 0.500
87 71 0.500 0.000 0.000 0.000
88 72 0.500
Date: Monday, July 06, 2020, Time: 07:12:24, Page 5 Page 448 of 1383 Area 36 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
89 74 0.500
90 76 0.500
91 78 0.500
92 80 0.500 0.000 0.000 0.000
93 82 0.500 0.000 0.000 0.000
94 83 0.500
95 86 0.500
96 88 0.500
97 89 0.500
98 9 0.500 15.000 3.899 0.450
99 92 0.500
100 94 0.500
101 96 0.500 0.000 0.000 0.000
102 98 0.500
Date: Monday, July 06, 2020, Time: 07:12:24, Page 6 Page 449 of 1383 Area 36 Profile
Ground
Level
Link Node Depth Head Elevation (ft)
Distance (ft)
112
116
118
120
122
124
126
128
22 20
1815
205
1311 9
202
114
113
117
119
121
123
125
127
23 21
1917 16
14 128
10203
498.0
502.3
506.6
510.9
515.2
519.5
523.8
528.1
532.4
536.7
541.0
0.0 422.4 844.8 1267.2 1689.6 2112.0 2534.4 2956.8 3379.2 3801.6 4224.0
West Covina
E Rowland St Rowland St
E Work man St
S San Jose Ave
E Workman Ave
E Puente St
E Eastland Center Dr
S Edenf ei dl Ave
S 2nd Ave
S Citrus Ave
S 1st Ave
E Garvey AveN
S 3rd Ave
W Puente St
W Dexter St
E Loma Vista St
S Citrus Ave
Oak Tree Ct
E Garvey Ave N
E Ramona St
E Thelborn St
E Dexter St
S Orange Cir
S Baranca Ave
E Paseo St
W Casad St
E Terrado Plz
Padua Dr
W Rowland St
S 1st Ave
E Rossellen Pl
E Navilla Pl
S San Anton oi Dr
N Citrus St
N Barranca St
S Barranca St
W Arbor Ct
E Algrove St
E Shoppers Ln
E Rowland St
S Pa ml etto Ave
E Dexter St
E Alisal St
Erem al nd Dr
S Stewart Dr
Orlando Wy
1 109
4 101
112
23 105
36 48
21 99
56 116
44 58
84 29
27 46
64 19
62 14
97 37
17 78
43 6
4 6
0 68
77 74
10 54
110
81 108
107
72 34 91
94 41
25 60
12 82
50 31 93
53 7
70 3
5 6 8 9
11 13
20 18 16 15
22 28 26 24
30 33 32 35
38 39 42
45 47
49 51
52 55
57 59 61 63 65
67 69
71 73 75
76 79
80 85
92 90
96 95
98 100
102 104
106
111
113
114 115
CITY OF COVINA
SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 38
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary
West Covina
E Rowland St Rowland St
E Work man St
S San Jose Ave
E Workman Ave
E Puente St
E Eastland Center Dr
S Edenf ei dl Ave
S 2nd Ave
S Citrus Ave
S 1st Ave
E Garvey AveN
S 3rd Ave
W Puente St
W Dexter St
E Loma Vista St
S Citrus Ave
Oak Tree Ct
E Garvey Ave N
E Ramona St
E Thelborn St
E Dexter St
S Orange Cir
S Baranca Ave
E Paseo St
W Casad St
E Terrado Plz
Padua Dr
W Rowland St
S 1st Ave
E Rossellen Pl
E Navilla Pl
S San Anton oi Dr
N Citrus St
N Barranca St
S Barranca St
W Arbor Ct
E Algrove St
E Shoppers Ln
E Rowland St
S Pa ml etto Ave
E Dexter St
E Alisal St
Erem al nd Dr
S Stewart Dr
Orlando Wy
0.377
0.590
0.441
0.117
0.147
0.495
0.107
0.362
0.706
0.179
0.206
0.407
0.073
0.477
0.408
0.046
0.347
0.382
0.722
0.210
0.233
0.277
0.143
0.117
0.179
0.211
0.113
0.436
0.140
0.181
0.159
0.124 0.099
0.174
0.087
0.074
0.161
0.133
0.381
0.086
0.361 0.283
0.158
0.328
0.482
0.333
0.135
0.108
0.640
0.333 0.307
0.588
0.495
0.106
CITY OF COVINA
SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 38
LEGEND
Manhole
System Outlet
d/D < 0.50
0.50 < d/D < 0.64
0.64 < d/D < 0.85
0.85 < d/D
LACSD Sewer Main
Covina City Boundary
Area 38 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 3 2 8.000 39.350 1.188 9.861 0.377 2.907 1.719 0.640 1.965 0.777 2 10 11 9 8.000 307.724 0.097 2.387 0.174 1.090 0.993 0.640 0.737 0.640 3 101 102 38 8.000 90.563 0.035 1.518 0.117 0.883 0.849 0.640 0.597 0.562 4 103 104 102 8.000 61.732 0.027 0.955 0.135 0.510 0.483 0.640 0.345 0.318 5 105 106 104 8.000 80.425 0.019 0.944 0.107 0.583 0.564 0.640 0.394 0.375 6 107 8 6 8.000 311.681 0.400 3.268 0.381 0.958 0.558 0.640 0.647 0.248 7 108 96 49 8.000 320.275 0.059 2.122 0.133 1.141 1.082 0.640 0.771 0.713 8 109 51 49 10.000 26.810 1.112 3.319 0.590 1.255 0.143 0.640 0.849 -0.264 9 110 111 98 8.000 236.092 0.014 1.243 0.074 0.973 0.958 0.640 0.657 0.643 10 112 113 52 8.000 50.800 0.084 2.633 0.147 1.331 1.247 0.640 0.900 0.815 11 116 115 90 8.000 227.841 0.016 1.424 0.073 1.119 1.102 0.640 0.756 0.740 12 12 13 11 8.000 291.568 0.043 1.544 0.135 0.825 0.782 0.640 0.558 0.514 13 14 15 16 8.000 261.491 0.050 1.613 0.143 0.830 0.780 0.640 0.561 0.511 14 17 16 18 8.000 288.907 0.072 1.347 0.211 0.548 0.476 0.640 0.370 0.298 15 19 18 20 8.000 268.872 0.089 1.438 0.233 0.552 0.463 0.640 0.373 0.284 16 21 20 22 8.000 163.309 0.092 2.157 0.179 0.967 0.875 0.640 0.653 0.562 17 23 22 24 8.000 92.791 0.338 1.965 0.495 0.510 0.171 0.640 0.344 0.006 18 25 24 26 8.000 269.781 0.348 2.091 0.482 0.548 0.200 0.640 0.371 0.022 19 27 26 28 8.000 293.838 0.366 2.988 0.382 0.875 0.508 0.640 0.591 0.225 20 29 28 30 8.000 289.936 0.373 3.471 0.347 1.068 0.695 0.640 0.722 0.349 21 31 32 33 8.000 333.191 0.183 1.801 0.333 0.566 0.383 0.640 0.383 0.199 22 34 33 35 8.000 341.626 0.203 1.791 0.361 0.540 0.337 0.640 0.365 0.162 23 36 35 22 8.000 121.164 0.246 2.163 0.362 0.651 0.405 0.640 0.440 0.194 24 37 38 39 8.000 261.269 0.076 1.787 0.179 0.802 0.726 0.640 0.542 0.466 25 4 6 5 10.000 32.785 0.832 3.583 0.441 1.528 0.696 0.640 1.033 0.201 26 40 39 5 8.000 290.009 0.113 2.626 0.181 1.169 1.055 0.640 0.790 0.676 27 41 30 42 8.000 281.048 0.415 4.161 0.328 1.318 0.903 0.640 0.891 0.476 28 43 42 6 8.000 293.117 0.432 2.959 0.436 0.813 0.381 0.640 0.549 0.117 29 44 45 3 10.000 238.673 1.188 4.632 0.477 1.908 0.720 0.640 1.290 0.102 30 46 47 45 10.000 246.856 1.188 2.815 0.722 1.008 -0.180 0.640 0.681 -0.506 31 48 49 47 10.000 149.089 1.171 2.842 0.706 1.022 -0.148 0.640 0.691 -0.480 32 50 52 51 10.000 288.268 1.097 2.972 0.640 1.095 -0.001 0.640 0.740 -0.356 33 53 5 52 10.000 341.947 0.945 2.832 0.588 1.073 0.127 0.640 0.725 -0.220 34 54 55 47 8.000 309.903 0.017 1.154 0.087 0.811 0.794 0.640 0.548 0.531 35 56 57 9 8.000 224.718 0.261 1.953 0.407 0.554 0.294 0.640 0.375 0.114 36 58 59 57 8.000 243.081 0.261 1.945 0.408 0.551 0.291 0.640 0.373 0.112 37 60 61 59 8.000 337.672 0.178 1.748 0.333 0.550 0.372 0.640 0.372 0.194 38 62 63 61 8.000 269.896 0.127 1.615 0.277 0.562 0.434 0.640 0.380 0.252 39 64 65 63 8.000 245.640 0.077 1.442 0.210 0.589 0.512 0.640 0.398 0.321 40 66 67 63 8.000 314.004 0.051 1.700 0.140 0.885 0.834 0.640 0.598 0.547 41 68 69 65 8.000 308.736 0.077 2.148 0.159 1.037 0.960 0.640 0.701 0.624 42 7 9 8 8.000 337.616 0.377 2.186 0.495 0.567 0.190 0.640 0.383 0.006 43 70 71 69 8.000 244.217 0.040 2.022 0.106 1.251 1.211 0.640 0.846 0.806 44 72 73 67 8.000 247.363 0.023 1.564 0.086 1.108 1.085 0.640 0.749 0.726 Date: Monday, July 06, 2020, Time: 17:18:39, Page 1 Page 453 of 1383 Area 38 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
45 74 75 76 8.000 273.690 0.023 1.273 0.099 0.825 0.802 0.640 0.558 0.535 46 77 76 61 8.000 282.813 0.051 2.037 0.124 1.147 1.096 0.640 0.775 0.725 47 78 79 80 8.000 230.340 0.036 1.689 0.113 1.009 0.973 0.640 0.682 0.646 48 81 80 59 8.000 326.163 0.083 2.267 0.161 1.084 1.001 0.640 0.733 0.650 49 82 114 15 8.000 333.794 0.027 1.340 0.108 0.821 0.794 0.640 0.555 0.528 50 84 85 115 8.000 229.885 0.006 1.048 0.046 1.114 1.108 0.640 0.753 0.747 51 91 90 92 8.000 324.128 0.135 1.664 0.283 0.572 0.437 0.640 0.387 0.252 52 93 92 32 8.000 327.850 0.157 1.726 0.307 0.567 0.409 0.640 0.383 0.226 53 94 95 96 8.000 308.384 0.042 1.187 0.158 0.575 0.533 0.640 0.389 0.347 54 97 98 95 8.000 299.243 0.027 1.175 0.117 0.685 0.659 0.640 0.463 0.436 55 99 100 90 8.000 152.716 0.106 2.043 0.206 0.843 0.737 0.640 0.570 0.464 Date: Monday, July 06, 2020, Time: 17:18:39, Page 2 Page 454 of 1383 Area 38 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500 10.000 9.685 0.276
2 10 0.500 0.000 0.000 0.000
3 101 0.500
4 103 0.500
5 105 0.500
6 107 0.500 0.000 0.000 0.000
7 108 0.500 0.000 0.000 0.000
8 109 0.500 0.000 0.000 0.000
9 110 0.500
10 112 0.500 0.000 0.000 0.000
11 116 0.500
12 12 0.500
13 14 0.500
14 17 0.500
15 19 0.500
16 21 0.500 0.000 0.000 0.000
17 23 0.500
18 25 0.500 0.000 0.000 0.000
19 27 0.500 0.000 0.000 0.000
20 29 0.500 0.000 0.000 0.000
21 31 0.500
22 34 0.500
23 36 0.500 0.000 0.000 0.000
24 37 0.500
25 4 0.500 0.000 0.000 0.000
26 40 0.500 0.000 0.000 0.000
27 41 0.500 0.000 0.000 0.000
28 43 0.500 0.000 0.000 0.000
29 44 0.500 0.000 0.000 0.000
30 46 0.500 15.000 2.851 0.373
31 48 0.500 15.000 2.868 0.367
32 50 0.500 12.000 2.995 0.473
33 53 0.500 0.000 0.000 0.000
34 54 0.500
35 56 0.500
36 58 0.500
37 60 0.500
38 62 0.500
39 64 0.500
40 66 0.500
41 68 0.500 0.000 0.000 0.000
42 7 0.500 0.000 0.000 0.000
43 70 0.500 0.000 0.000 0.000
44 72 0.500
Date: Monday, July 06, 2020, Time: 17:18:39, Page 3 Page 455 of 1383 Area 38 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
45 74 0.500
46 77 0.500 0.000 0.000 0.000
47 78 0.500
48 81 0.500 0.000 0.000 0.000
49 82 0.500
50 84 0.500
51 91 0.500
52 93 0.500
53 94 0.500
54 97 0.500
55 99 0.500
Date: Monday, July 06, 2020, Time: 17:18:39, Page 4 Page 456 of 1383 Area 38 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
25 27
29 41
43 4
53 50 10948
46 44
1 24 26
28 30
42 65
52 5149 47
45 3
2 491.0
494.6
498.2
501.8
505.4
509.0
512.6
516.2
519.8
523.4
527.0
0.0 279.1 558.2 837.3 1116.4 1395.5 1674.6 1953.7 2232.8 2511.9 2791.0
West
Covina
W Rowland St
S
H
e
p
n
e
r
A
v
e
S
H
ol el n
b
e
c
k
A
ve
W Verness
St
W Thelborn
St
W Marbury St
E Workman Ave W Workman Ave
H
olle
n
b
e
c
k
A
ve
S
Fircraft A
v
e
S
A
bl erts
o
n
A
ve
S
M
di si et A
ve
0 0. 4
2 0.0
5 3
0.0 7
5 0 1. 0
5 0.07
7 3
5 7
9 11
CITY OF COVINA
SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 39
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary
West
Covina
W Rowland St
S
H
e
p
n
e
r
A
v
e
S
H
ol el n
b
e
c
k
A
ve
W Verness
St
W Thelborn
St
W Marbury St
E Workman Ave W Workman Ave
H
olle
n
b
e
c
k
A
ve
S
Fircraft A
v
e
S
A
bl erts
o
n
A
ve
S
M
di si et A
ve
0 0. 4
2 0.0
5 3
0.0 7
5 0 1. 0
5 0.07
7 CITY OF COVINA
SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 39
LEGEND
Manhole
System Outlet
d/D < 0.50
0.50 < d/D < 0.64
0.64 < d/D < 0.85
0.85 < d/D
LACSD Sewer Main
Covina City Boundary
Area 39 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 3 2 8.000 61.883 0.018 3.567 0.042 4.001 3.982 0.640 2.704 2.686 2 10 11 9 8.000 201.874 0.004 0.588 0.053 0.568 0.564 0.640 0.384 0.380 3 4 5 3 8.000 256.465 0.018 0.904 0.105 0.565 0.548 0.640 0.382 0.364 4 6 7 5 8.000 206.351 0.014 1.153 0.075 0.895 0.882 0.640 0.605 0.592 5 8 9 7 8.000 225.253 0.009 0.746 0.077 0.567 0.557 0.640 0.383 0.374 Date: Monday, July 06, 2020, Time: 21:02:09, Page 1 Page 460 of 1383 Area 39 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500 0.000 0.000 0.000
2 10 0.500
3 4 0.500
4 6 0.500
5 8 0.500
Date: Monday, July 06, 2020, Time: 21:02:09, Page 2 Page 461 of 1383 Area 39 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
10 8
6 4
1 11
9 7
5 3
2 465.0
467.7
470.4
473.1
475.8
478.5
481.2
483.9
486.6
489.3
492.0
0.0 95.1 190.2 285.3 380.4 475.5 570.6 665.7 760.8 855.9 951.0