Santa Clarita City Council
November 25, 2025

ENCLOSURE3

QUICK STRUCTURAL RATING REPORT PRIORITY LIST
CITY OF SANTA CLARITA (YOTV1314A1)
ITEM NO.START MHEND MHSTREETOBSERVATIONPROPOSED CORRECTIVE ACTION 2011296-03731296-0372ALICANTE DRFracturesNo action needed* 2021296-02141296-0213VIA PRIMEROFracturesNo action needed* 2031296-04461296-0361EASEMENTFracturesNo action needed* 2041296-00861296-0072EASEMENTFracturesNo action needed* 2051297-02711297-0272VISTA HILLS DRFracturesNo action needed* 2061297-02721297-0273VISTA HILLS DRFracturesNo action needed* 2071297-03151297-0314VIA ESCOVARFracture multipleLining 2081297-00341297-0033MEADOW MONT STFracturesNo action needed* 2091296-06171296-0618MATEL RDFracturesNo action needed* 2101297-00331297-0032MEADOW MONT STFracturesNo action needed* 2111296-06761296-0678WOODLARK LNFracturesNo action needed* 2121297-02171297-0218OAK VALE DRFracturesNo action needed* 2131296-07521296-0743BRIGHTON DRFracture multipleNo action needed* 2141257-00491257-0048EMERALD COVE DRFracturesNo action needed* 2151296-07561296-0749BRIGHTON DRFracture multipleNo action needed* 2161374-02841374-0285DELIGHT STFracturesNo action needed* 2171296-05401296-0539ALLEYFracturesNo action needed*
2181296-07131296-0714VALENCIA BLVDFracture multipleNo action needed* 2191296-05331296-0532ALLEYFracturesNo action needed*
2201296-05911296-0590EASEMENTFracture multipleNo action needed* 2211296-05901296-0589EASEMENTFracturesNo action needed* 2221296-06261296-0625EASEMENTNo structural deficienciesNo action needed* 2231296-05381296-0539ALLEYFracture multipleNo action needed* 2241297-00361297-0032MILL VALLEY RDFracturesNo action needed* 2251297-01331297-0046MILL VALLEY RDFracture multipleLining "Str~ctura) c~efieie~rcies arE categorized knt~i grou~as of clef~c~s ar of~servations ~,~,~i~h a v~~ide range ~f seuerity. ~Ea~cl~ of ~hes~ cl~ficie~c~es received acl~ tic~r~al past ir~spection revietiti~~ and scrm~ of these ~,vere de'~errn~necJ nat [ikel+~ to FnterFere tirJitf} the r~~rma~ apera~ior, of the ~~~ver lire due to th e s~verit~+~ size, a~ndjc~r to{atiorr of the dleficienc~. These segments vdif~ be rev~etP,red during th:e rsext c~+cle of CCT4~ ir~sp~cta~ns.

ENCLOSURE 3

QUICK STRUCTURAL RATING REPORT PRIORITY LIST
CITY OF SANTA CLARITA (YOTV1314A1)
ITEM NO.START MHEND MHSTREETOBSERVATIONPROPOSED CORRECTIVE ACTION 2261297-00461297-0043MILL VALLEY RDFracturesNo action needed* 2271297-02191297-0218TOURNAMENT RDFracture multipleLining 2281296-03951296-0394EASEMENTFracture multipleNo action needed* 2291297-02801297-0281EASEMENTFracture multipleNo action needed* 2301336-SOUTH1336-0029CORNHILL RDNo structural deficienciesNo action needed* *Structural deficiencies a~re~ categorized Nnto g~-o~~s of defec:~s ar ob~en~atic~ns ~.rv~ith a wide range ~f seuerit~,t. E~eh of these ~lefieienc~~s received acl~kYti+~r~~l past inspectiai~ i-e~ie~u~~~ and same of these ~,~.~ere determ~necl not tikel~{ to ~nterf~re v~rith tl~~ r~arr~~aj ~~eration of t1~e vetiver lire due to the seuerit}~; size, a~djar lacatior~ of the c€eficieney. These segrnen~s tn~il~ be rep ~~,~red durar~g tl~e next ~ycle~ of CCT+sf irspect~ans.

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ENCLOSURE 3

CCTV PROJECT
YOTV1314A1

CITY OF

SANTA CLARITA
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CCTV PROJECT
YOTV1314A'

CITY OF

SANTA CLARITA
QuicK

STRUCTURAL
RATING
(QSR)
s
~ ~t
~cen`
0 fi75 1.350 2.025 2]40
Legend
SMD Sanitary Sewers
QSR
1: MINOR
2: MINOR TO MODERATE
-3 MODERATE
- 4' SIGNIFICANT
~5 MOST SIGNICANT
SMD Manholes
~r Other
Manhole Type
Stantlartl
n DROP
Shallow
Q Trap
~ Siphon
Q SMD Pump Stat ons
WiP SMD Treatment Plants
Trunk Sewer! nes
--- Non SMD San Lary Sewers
Non SMD Maintained MH
SM~ Operat ons Maps
CCN Pro~ecl Area
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iae nnp eeewniye~ressy asdvims an; amlry
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abbase. TM1ie map is coPvngM1bE, a
WN pvmkslory gnn~eq by TM1amas Bms. Mapam.

June 2018

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ENCLOSURE 3

CCTV PROJECT
YOTV1314A'

CITY OF

SANTA CLARITA
QUICK

STRUCTURAL
RATING
p E~ s
o(~SR)
30 s~,~.m.~
0 675 1350 2.025 2,]00
Legend
SMD Sanitary Sewers
QSR
- t: MINOR
- 2: MINOR TO MODERATE
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4'. SIGNIFICANT
- 5'. MOST SIGNICANT
SMD Manholes
4~ Other
Manhole Type
Standard
DROP
Shallow
Q Trap
~ S phon
Q SMD Pump S~a~ ons
SMD Treatment Plants
- - •Trunk Sewerlines
--- Non SMD San tary Sewers
Non SMD Ma nta ned MH
SMD Operat'ons Maps
CCN Project Area
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June 2018

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~T► [~3 ~~~~~1;~=[Kj

CCTV PROJECT
YOTV1314A'

CITY OF

SANTA CLARITA
QUICK

STRUCTURAL
RATING
o~GEtEs
o(QSR)
3t
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Y1~
Legend
SMD Sanitary Sewers
QSR
1: MINOR
2: MINOR TO MODERATE
- 3 MODERATE
4 SIGNIFICANT
5 MOST SIGNICANT
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Other
Manhole Type
Standard
DROP
Shallow
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~ Siphon
Q SMD Pump Stat ons
SMD Treatment Plants
Trunk Sewerl nes
--- Non SMD Sanitary Sevrers
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SMD Operations Maps
CCN Project Area
onN tom n iNe
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June 2018

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ENCLOSURE 3

CCTV PROJECT
YOTV1314A'

CITY OF

SANTA CLARITA
QUICK

STRUCTURAL
RATING
(QSR)
y~GE~E9
Q wOn 3~
M
w ~.n~
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Legend
SMD Sanitary Sewers
QSR
— 1: MINOR
—2: MINORTO MODERATE
---- 3: MODERATE
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5' MOST SIGNICANT
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~ Other
Manhole Type
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— — •Trunk Sewerlines
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CCN Project Area
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a Ange ea Cowrys
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ENCLOSURE 3

CCTV PROJECT
YOTV1314A'

CITY OF

SANTA CLARITA
QUICK

STRUCTURAL
RATING
(QSR)
~` e s ~eA
9y p
's'rneet~e~•ny
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Legend
SMD Sanitary Sewers
ASR
1 MINOR
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~ Other
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SMD Operelions Maps
CCN Pro~ecl Area
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ENCLOSURE 3

CCTV PROJECT
YOTV1314A'

CITY OF

SANTA CLARITA
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ENCLOSURE 3
[~~3 ~~I ~ :Z•rl X~3 ~
YOTV1314A'

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SANTA CLARITA
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STRUCTURAL
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ENCLOSURE
1 Project
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ENCLOSURE
2 • Quick
Maintenance
Rating
Map
High
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Levels
List
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List
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ENCLOSURE 2

CCTV PROJECT
YOTV1415A

CITY OF

SANTA CLARITA
QUICK

MAINTENANCE
RATING
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ENCLOSURE 2

CCTV PROJECT
YOTV1415A

CITY OF

SANTA CLARITA
QuicK

MAINTENANCE
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(QMR)
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ENCLOSURE 2

CCTV PROJECT
YOTV1415A

CITY OF

SANTA CLARITA
QUICK

MAINTENANCE
RATING
(QMR)
d`O
i
`~ 30`
0 670 1,340 2,010 2,684
Feet
Legend
SMD Sanitary Sewers
QMR
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ENCLOSURE 2

CCTV PROJECT
YOTV1415A

CITY OF

SANTA CLARITA
QUICK

MAINTENANCE
RATING
(QMR)
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~,
0 340 fiB0 7,020 1 360
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Legend
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ENCLOSURE 2

CCTV PROJECT
YOTV1415A

CITY OF

SANTA CLARITA
QUICK

MAINTENANCE
RATING
(QMR)
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ci
~ .q~~a
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Legend
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Trunk Sewerlines
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CCN Project Area
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ENCLOSURE 2

CCTV PROJECT
YOTV1415A

CITY OF

SANTA CLARITA
QUICK

MAINTENANCE
RATING
(QMR)
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w 3/
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Legend
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QMR
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June 2018 e

ENCLOSURE2

HIGH WATER LEVELS
SANTA CLARITA (YOTV1415A)
as of 12/15/2015
NO. QMR START MH END MH STREET OBSERVATION: LOCATION CORRECTIVE ACTION TAKEN 1 5143 1295-0034 1295-0046 PALACETE DR Camera underwater: 89' Hydrojet 2 5143 1297-0845 TRNK 16TH ST Camera underwater: 46' Hydrojet 3 512K 1297-0847 1297-0846 RAILROAD AV Water mark: 90%; water level: 509 No action needed 4 512E 1294-0537 1294-0538 BRIARS PL Water level: 50~ No action needed S 5100 1334-0038 1334-0016 ALAMOGORDO RD Water level: 509 No action needed 6 5100 1334-0039 1334-0041 ALAMOGORDO RD Water mark: 509 No action needed 7 5100 1337-0045 1337-0044 EASEMENT Camera underwater: 85' Hydrojet 8 5100 1333-0201 1333-0198 EASEMENT Water level: 509 No action needed 9 5100 1297-0779 1297-0780 ORCHARD VILLAGE RD Water mark: 50% No action needed 10 4800 1297-0629 1297-0628 16TH ST Camera underwater: 114' Hydrojet 11 4A31 1295-0055 1295-0020 LAS MANANITAS DR Camera underwater: 168' Hydrojet 12 4A00 1295-0054 1295-0057 FESTIVIDAD DR Water mark: SOY No action needed 13 4800 1297-0362 1297-0363 AVENIDA ENTRANA Camera underwater: 96' Hydrojet 14 4800 1297-0628 1297-0627 16TH ST Camera underwater: 59' Hydrojet 15 472C 1295-0054 1295-0055 LAS MANANITAS DR Camera underwater: 265' Hydrojet 16 471D 1297-0437 1297-0436 EASEMENT Camera underwater: 105' Hydrojet 17 4600 1295-0674 1295-0673 EASEMENT Camera underwater: 60' Hydrojet 18 4600 1297-0846 1297-0845 16TH ST Camera underwater: 259' Hydrojet 19 452G 1294-0247 1294-0245 SENA CT Water mark: SO% No action needed 20 4500 1294-0147 1294-0148 EASEMENT Camera underwater: 202' Hydrojet 21 4500 1257-0106 1257-0107 GOLDCREST DR Water mark: 509 No action needed 22 4500 1255-0056 1255-0055 COPPER HILL DR Camera underwater: 323' Hydrojet 23 4500 1334-0110 1334-0111 EASEMENT Water mark: SOY; camera underwater: 209' (plastic pipe) Hydrojet 24 4424 1294-0953 1294-0786 WILLOWBROOKE CT Camera underwater: 47' Hydrojet 25 4400 1295-0673 1295-0672 EASEMENT Camera underwater: 124' Hydrojet 26 4332 1294-0113 1294-0127 BARCOTTA DR Camera underwater: 350' Hydrojet 27 4331 1257-0043 1256-0076 EASEMENT Camera underwater: 134' Hydrojet 28 4232 1294-0146 1294-0145 SEGO CANYON RD Water mark: 50% No action needed 29 4231 1295-0435 1295-0522 CAPE COD DR Camera underwater: 67' Hydrojet 30 4200 1294-0094 1294-0026 SYCAMORE CREEK DR Water mark: 50~ No action needed 31 4200 1294-0151 1294-0152 CHERRY CREEK DR Water mark: 50%; camera underwater: 117' Hydrojet 32 4200 1296-0029 1296-0028 CITRUS ST Camera underwater: 289' Hydrojet 33 4200 1297-0393 1297-0394 AVENIDA ENTRANA Camera underwater: 19' Hydrojet 34 4131 1294-0488 1294-0478 ROLAND WY Water mark: SOq No action needed 35 4131 1294-0106 1294-0107 SECO CANYON RD Water mark: 50~ No action needed 36 4131 1294-0341 1294-0364 EASEMENT Water mark: 509 No action needed 37 4131 1295-0087 1295-0086 ESPUELLA DR Water level: 50~ No action needed

ENCLOSURE2

HIGH WATER LEVELS
SANTA CLARITA (YOTV1415A)
as of 12/15/2015
NO. QMR START MH END MH STREET OBSERVATION: LOCATION CORRECTIVE ACTION TAKEN 38 4131 1294-0192 1294-0181 SECO CANYON RD Water mark: 50~ No action needed 39 4131 1294-0276 1295-0285 ROSEMONT DR Water level: 60Y No action needed 40 4131 1295-0614 1295-0613 EASEMENT Water mark: 509 No action needed 41 4131 1297-0753 1297-0752 VIA BEGUINE Water mark: 509 No action needed 42 4131 1295-0437 1295-0438 AV SCOTT Water mark: 50% No action needed 43 4121 1334-0033 1334-0034 CANONES CR Water mark: 503 No action needed 44 4121 1295-0412 1295-0413 WINDWARD LN Water mark: 50~ No action needed 45 412E 1294-0493 1294-0477 WELSHFIELD WY Water mark: 50% No action needed 46 412A 1295-0675 1295-TRNK AUTO CENTER CT Camera underwater: 112' Hydrojet 47 4128 1295-0151 1295-0153 MC BEAN PKWY Water mark: 50~ No action needed 48 4127 1295-0168 1295-0194 MC BEAN PKWY Water mark: 60Y No action needed 49 4121 1295-0244 1295-0245 LITTLE DR Water mark: SOY No action needed 50 4121 1295-0501 1295-0503 ISLAND RD Camera underwater: 220' Hydrojet 51 4111 1298-0256 1298-0257 CROSS ST Water level: SOY No action needed 52 4100 1294-0148 1294-0094 SYCAMORE CREEK DR Water level: 50~ No action needed 53 4100 1333-0148 1333-0147 CATALA AVE Water level: 505 No action needed 54 4100 1257-0083 1257-0071 EASEMENT Water Ieve1: 70~ No action needed 55 4100 1294-0190 1294-0191 SECO CANNON RD Water mark: 50% No action needed 56 4100 1295-0210 1295-0211 EASEMENT Water mark: 50% No action needed 57 4100 1297-0708 1297-0707 VIA GALERA Water level: 50~ No action needed 58 4100 1297-0737 1297-0736 EASEMENT Water level: 509 No action needed 59 4100 1297-0395 1297-0396 EASEMENT Water level: 50~ No action needed 60 4100 1297-0394 1297-0395 AVENIDA ENTRANA Water Ieve150% No action needed 61 4100 1297-0396 1297-0397 EASEMENT water level: 509 No action needed 62 4100 1297-0634 1297-0631 NEW HALLAVE Camera underwater: 167' Hydrojet 63 4100 1337-0010 1337-0132 NEWHALL AVE Water level: 50% No action needed 64 4100 1337-0132 1337-0009 NEWHALL AVE Water level: 509 No action needed 65 4100 1337-0009 1337-0008 NEW HALL AVE Water level: 509 No action needed 66 3H00 1294-0036 1294-0037 CYPRESS RIDGE CR Water level: SOY No action needed 67 3G21 1294-0303 1294-0302 BLUERIDGE DR Water level: 50% No action needed 68 3F2F 1295-0590 1295-0609 BRETON CT Water level: 10Y; water mark: 50~ No action needed 69 3B2A 1294-0072 1294-0071 MULBERRY GLEN DR Water level: 10Y; water mark: 60% No action needed 70 3900 1295-0309 1295-TRNK EASEMENT Water mark: 509 No action needed 71 3711 1334-0037 1333-0172 CABRERA AVE Water mark: 50% No action needed 72 3629 1295-0176 1295-0177 BENNINGTON DR Water mark: SOq No action needed 73 3621 1333-0167 1333-0168 CATALA AVE Water mark: 50% No action needed 74 342E 1334-0025 1334-0026 ALLEY Water mark: 50~ No action needed

ENCLOSURE2

HIGH WATER LEVELS
SANTA CLARITA (YOTV1415A)
as of 12/15/2015
NO. QMR START MH END MH STREET OBSERVATION: LOCATION CORRECTIVE ACTION TAKEN 75 341G 1334-0074 1295-0087 ESPUELLA DR Water mark: 50% No action needed 76 3400 1298-0345 1298-0344 CALGROVE BV Water mark: 50% No action needed 77 331A 1334-0044 1334-0045 FESTIVIDAD DR Water mark: 709 No action needed 78 322D 1297-0481 1297-0480 GREEN MILL AV Water mark: 50~ No action needed 79 3200 1294-0142 1294-0169 SECO CANYON RD Water mark: 50% No action needed 80 3200 1298-0051 1298-0050 WILEY CANYON RD Water mark: 70% No action needed 81 312E 1333-0673 1333-0672 CANYON VILLAS/TOWN HOMES Water mark: SOY No action needed 82 312E 1295-0042 1295-0041 FRISCA DR Water mark: 50% No action needed 83 3121 1294-0232 1294-0233 JARANA CT Water mark: 503 No action needed 84 312D 1294-0309 1294-0302 LANDON PL Water mark: 50% No action needed 85 3122 1333-0063 1333-0645 PAMPLICO DR Water mark:50Y No action needed 86 3121 1256-0076 1256-0075 EASEMENT Water level: 609 No action needed 87 3111 1336-0104 1336-0103 ALLEY Water mark: 50% No action needed 88 3100 1332-0064 1332-0063 COPPER HILL DR Water level: 50% (plastic pipe) No action needed 89 3100 1294-0189 1294-0190 SECO CANYON RD Water mark: SOY No action needed 90 3100 1334-0038 1334-0039 ALAMOGORDO RD Water mark: 50~ No action needed 91 3100 1297-0339 1297-0340 AVENIDA CRESCENTA Water mark: 50% No action needed 92 3100 1297-0693 1297-0692 EASEMENT Water mark: 70% No action needed 93 3100 1336-0150 1336-0145 NANDINA LN Water mark: 50~ No action needed 94 3100 1337-0015 1337-0014 SAN FERNANDO RD Water mark: 50% No action needed

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ENCLOSURE 2

CCTV PROJECT
YOTV1415A

CITY OF

SANTA CLARITA
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June 2018

ENCLOSU RE2

INFILTRATION
SANTA CLARITA (YON1415A)
as of iz/ss/zois
NO. OMR START MH END MH STREET OBSERVATION: LOCATION CORRECTIVE ACTION TAKEN 1 5121 1333-0611 1333-0612 STONING70N LN Infiltration (gusher: 199' Grout Injection 2 5100 1294-0342 12940343 DECORO DR Infiltration (gusher): 1' Grout injection 3 4132 1295-0314 1295-0312 CHESHIRE LN Infiltretion (weeper: 1' Infltration is minimal. No action needed. 4 4132 1337-0059 1337-0058 NEWHALL AVE Infilhation (runnel): 111' Infltretion iS minimal. No action needed. 5 4128 1294-0353 1294-0352 BRIDGEWATER DR Infiltration (runner: 176' Infiltration is minimal. No action needed. 6 412A 1337-0089 1337-0088 ALDER DR Infiltration (runner: 124' Grout injection 7 4121 1337-0093 1337-0092 FINS LN Infiltration (runner): 5' Infiltration is minimal. No action needed. 8 312H 12940820 1294-0819 CLARIDGE PL Infiltration ~drlpper~: 46' Infiltration is minimal. No action needed. 9 3126 1337-0103 1337-0102 OAKRIVER LN Infiltration (dripper): 1' Infiltration is minimal. No action needed. 10 3121 1295-0609 1295-0608 BAVWOOD W InFtltrztion (dripper): 144' Inflltrotion is minimal. No action needed. 11 3121 1337-0058 1337-0037 NEW HALL AVE Infiltration (dripper: 85' InFlltretion is minimal. No action needed.

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ENCLOSURE 2

CCTV PROJECT
YOTV1415A

CITY OF

SANTA CLARITA

INFILTRATION
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INFILTR4TION
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June 2018

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ENCLOSURE 2

CCTV PROJECT
YOTV1415A

CITY OF

SANTA CLARITA

INFILTRATION
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Legend

INFILTRATION
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June 2018

COUNTY OF LOS ANGELES

DEPARTMENT OF PUBLIC WORKS
"To Enrich Lives Through Effective and Caring Service"
i1L~RK PESTRELLA, Director
{DATE}
900 SOUTH FREMONT AVENUE
ALHAMBRA. CALIFORNIA 91803-1331
Telephone: (626) 4i8-S 100
http:!%dpw.lacounty.gov ADDRESS ALL CORRESPONDENCE TO:

P.O. BOX 1460
ALHAMBR.4, CALIFORNIA 9180?-1460
REFER TO FILESES M-1
Mr./Ms. {NAME}
{ADDRESS}
{ADDRESS}
Dear Mr./Ms. {NAME}:

SEWER LATERAL ROOT INTRUSION
{ADDRESS}
The County of Los Angeles Consolidated Sewer Maintenance District is responsible for the maintenance of the sanitary sewer system in your area. A camera inspection of the sewer mainline discovered roots in your sewer lateral connection. The intrusion of the roots from your lateral may block the flow of sewage in the mainline sewer causing an overflow to your property and/or those immediately upstream of your property. You are hereby requested to perform maintenance on the private sewer lateral serving the property located at {ADDRESS}.

In accordance with County Code 20.24.080 Maintenance of Sewer Laterals. "All house laterals, industrial connection sewers, septic tank outlet connections to STEP system, and appurtenances thereto existing as of January 23, 1953, or thereafter constructed, shall be maintained by the owner of fhe properfy served in a safe and sanitary condition, and all devices or safeguards which are required by this Division 2 for the operation thereofshall be maintained in good working order." As the property owner, you are responsible for the entire length of the sewer lateral, which includes the portion that emends beyond the property line into the public right of way. We request that you contact a licensed plumber to service your sewer lateral within 90 days to remove roots and any other obstructions that may cause a sewage backup.

Your licensed plumber is required to protect the District's sewer mainlines from dislodged roots and other debris by utilizing catcher baskets at the manhole downstream from your lateral connection. Prior to your plumber cleaning your lateral, please notify the District's sewer maintenance yard in your area at (~;XX) XXX-XXXX to arrange for authorization to access the downstream manhole.

Mr./Ms. {NAME}
{DATE}

W e have enclosed photos of your lateral connection showing the root blockage.

In addition, we have included literature on ways to minimize sewer overflows and damage to your home. Please consider establishing a routine cleaning schedule for your sewer lateral to minimize potential plumbing problems caused by root intrusion that are likely toreoccur.

If your sewer lateral has been cleaned after the date on the enclosed photos, no further action is necessary. After your lateral has been serviced, please notify Ms. Kari Eskridge, Sewer Maintenance Division, at (626) 300-3390 or keskridge(c~dpw.lacounty.qov.

Thank you for helping keep the sewer lines clean and in good working order.

Very truly yours,

MARK PESTRELLA
Director of Public Works
W ILLIAM J. WINTER
Assistant Deputy Director
Sewer Maintenance Division
XX: xx
{FILEPATH}
Enc.

{Address}
{Address}
Roots at Lateral Connection

Minimizing Sewer Overflows and Damage to Your Home
The sewer system within the County of Los Angeles Consolidated Sewer Maintenance District (District) is comprised of a series of underground pipes. Many are publicly owned; however, the sewer laterals are entirely owned by the private property owner they serve.

The laterals extend from the building to the mainline within the street (or within an easement at the rear of your home). The laterals are typically four inches in diameter while the District's mainline is typically at least eight inches in diameter.

The private property owner is responsible for the entire length of the lateral, which includes the portion that may be located within the public right of way (under the asphalt and street landscaping).

SEWER LATERALS - AREAS OF RESPONSIBILITY
Property Boundary
Homeowner is responsible for lateral
maintenance up to the sewer
mainline.

Sewer Easement --~---
_'
s
Sewer Mainline
District's Responsibility
Sewer Lateral
Homeowners Responsibility
Street
! ~ .

Sewer Mainline
Districts Responsibility
Sewer backups can cause tremendous damage to the interior of a home. In order to minimize these, the District provides continual maintenance services for the public sewer mainlines.

Unfortunately, sewer laterals are often not maintained by private property owners until a disaster strikes. "Out of sight, out of mind" is a typical approach to sewer lateral maintenance and operation by many. It is our hope that we can provide you various means of addressing these issues and thus, minimize your risk of an overflow entering your home.

The three methods we suggest are:

1. Maintain your lateral through proper cleaning, repair, and replacement.

2. Do not place improper items into the sewer or make improper connections to the sewer.
a. Keep rainwater out of the sewer lines as it overwhelms the capacity of the sewer lines and may cause sewer spills.
b. Do not pour fats, oils, and grease in your drains as these products harden and stick to the inside of the sewer pipes, which build up and may eventually cause a blockage in the sewer pipe.

3. Install a backflow preventer and cleanout in your sewer lateral.

ENCLQSU RE 3
Quick Structural Rating Report
Priority List
Quick Structural Rating Map

ENCLOSURE 3

QUICK STRUCTURAL RATING REPORT PRIORITY LIST
CITY OF SANTA CLARITA (YOTV1415A)
ITEM NO.START MHEND MHSTREETOBSERVATIONPROPOSED CORRECTIVE ACTION 11333-03521333-0350EASEMENTFracture multipleLining
21257-00431256-0076EASEMENTFracturesNo action needed*
31297-08471297-0846RAILROAD AVFracture multipleLining
41294-01551294-0156EASEMENTFracture multiple; BrokenPoint repair 51294-09691294-0759AMARYLLIS CTFracture multipleLining
61333-01031333-0102AVENIDA TERRAZAFracture multiple; BrokenLining 71298-00421298-0036OLD WILEY CANYON RDFractures; BrokenLining S1297-06751297-0674EASEMENTHoleLining
91297-05401297-0541VALLEY STFracture multiple; BrokenPoint repair; Lining 101256-01391256-0094ANZA DRFracture multipleLining
111333-01501333-0151CHERAW DRFracture multiple; BrokenPoint repair 121298-02381298-0236EASEMENTFracture multiple; HoleLining 131294-02471294-0245SENA CTFracture multiple; BrokenPoint repair 141256-00111256-0010FREMONT CTFracture multiple; BrokenPoint repair 151256-00121256-0011FREMONT CTFracture multiple; Broken; HolePoint repair; Lining 161333-01671333-0168CATALA AVEFractures; BrokenLining
171297-08491297-0848RAILROAD AVFractures; HoleNo action needed* 181295-01781295-0179BENNINGTON DRFracture multiple; BrokenPoint repair 191298-03601298-0359HERITAGE OAK CTFractures; BrokenPoint repair 201295-01761295-0177BENNINGTON DRFracture multiple; BrokenNo action needed* 211333-00181333-0017SUMNER AVFracture multipleNo action needed* 221298-03501298-0349CALGROVE BVFracture multiple; BrokenLining 231298-01881298-0187NEARGATE DRFracture multipleLining
241297-03361297-0335AVENIDA CRESCENTAFractures; BrokenLining 251295-00111295-0010CONDE DRHolePoint repair
*Structural deficiencies ai•e ~eategarized into g~-a~~s oaf d~ef~~~s ar ok~serti+ations .~~ritta a wide range of severity. ~Ea:~ch of these ~I~fi~e e~cses received ad~~tiora~l post inspection review+.~ and sc~rrie of these +nfer~ c~eter~ necl not [ik~l+~ ~o Rn~erfere v~ritt~ tfie normal eaperatior~ of the se~.•~er lire due ~ko #Y~e s~verityr ~i2~, 3nd/or locatiar~ of the r~~ficiency. T~e~se segments ~+vil~ be ~e+r etirded during tl~e next ~eycle of CCTV ir,~pect~~ons.

ENCLOSURE3
Q
UICK

STRUCTURAL
RATING
REPORT

PRIORITY
LIST
CITY
OF
SANTA

CLARITA
(YOTV1415A)
ITEM
NO.

START
MH
END
MH
STREET

OBSERVATION

PROPOSED

CORRECTIVE
ACTION
26 1295-0048
1295-0049

GARZOTA
DR
Broken
No
action
needed*
27 1294-0303
1294-0302

BLUERIDGE
DR
Fractures
No
action
needed*
28 1294-0309
1294-0302
LANDON
PL
Fractures;
Broken
No
action
needed*
29 1293-0014
1293-0013

REDWOOD
GLEN
DR
Broken
Lining
30 1256-0111A
1256-0110
AVE

TIBBITTS
Fracture
multiple;
Broken
Lining
31 1294-0859
1294-0856
ALLEY
Hole
Point
repair
32 1294-0256
1294-0255
MC
BEAN
PKWY
Fracture
multiple
Lining
33 1294-0219
1294-0220
VISTA

DELGADO
DR
Fracture
multiple
No
action
needed*
34 1333-0201
1333-0198

EASEMENT
Fracture
multiple
No
action
needed*
35 1294-0255
1294-0254
MC
BEAN
PKWY
Fractures
Lining
36 1295-0675
1295-TRNK
AUTO
CENTER
CT
No
structural
deficiencies
No
action
needed*
37 1294-0256
1294-0257
MC
BEAN
PKWY
Fractures
No
action
needed*
38 1297-0603
1297-0644

NEWHALL
AVE
No
structural
deficiencies
No
action
needed*
39 1295-0429
1295-0428
ALLEY
Fracture
multiple
No
action
needed*
40 1334-0110
1334-0111

EASEMENT
No
structural
deficiencies
No
action
needed*
41 1255-0003
1256-0021
AVE

CROCKER
Fracture
multiple
No
action
needed*
42 1295-0433
1295-0432

PARKING
LOT
Fractures;
Broken
Lining
43 1294-0186
1294-0185
SANTA

CLARITA
RD
Fractures
No
action
needed*
44 1298-0256
1298-0257
CROSS
ST
Fracture
multiple
No
action
needed*
45 1334-0027
1333-0103

AVENIDA

TERRAZA
Fracture
multiple
Lining
46 1334-0103
1334-0024

BARBACOA
DR
Fracture
multiple
No
action
needed*
47 1333-0054
1333-0055

BARCOTTA
DR
No
structural
deficiencies
No
action
needed*
48 1333-0376
1333-0375

THEODORE
CT
No
structural
deficiencies
No
action
needed*
49 1294-0243
1294-0244
VISTA

ENCANTADA
DR
Fracture
multiple
Lining
50 1334-0013
1334-0014

BOUQUET
CANYON
RD
Fractures
No
action
needed*
'
~Stiructur~l
~feficienci~s
are
cat~goriLed
into
gr~u{~s
of
d~fe{:ts
ar
obsertrations
~.r4~ith
a
~~M~ide
range
of
seUerit~+.

Each
of
these
cleficienci~s
received
add]tior~~l
past
inspectirn
revie~u+.~
any!
some
~f
these
~a~~~erc
de~er~nkn~cJ
not
Eikel~~
to
~n~erfer~
'.rJI~Iti
tl~e
nanT}al
c~pPrdtior~
of
the
se~.•~er
lire
c3uE
to
#f~~
se+rerit~,r,
size,
a~~d,+'or
location
of
t1i~
d~ficiEn~}~~.

These
~egrr~ents
~~~,~i11
be
rAvie~,~,~~d
dur~r}~
the
next
e~~cle
of
CCT~,~
inspections.

Page
2 of
5 ENCLOSURE3

QUICK STRUCTURAL RATING REPORT PRIORITY LIST
CITY OF SANTA CLARITA (YOTV1415A)
ITEM NO.START MHEND MHSTREETOBSERVATIONPROPOSED CORRECTIVE ACTION 511295-05011295-0503ISLAND RDNo structural deficienciesNo action needed* 521297-06381297-0635NEWHALL AVENo structural deficienciesNo action needed* 531295-01611295-0151MC BEAN PKWYNo structural deficienciesNo action needed* 541298-01251298-0124MENTRY DRFracture multiplePoint repair 551294-05071294-0505TRINIDAD CTFracture multiple; BrokenLining 561256-01171256-0120ANZA DRFracture multipleNo action needed* 571337-00441337-0037SAN FERNANDO RDNo structural deficienciesNo action needed 581294-02931294-0305WEATHERSFIELD DRFracturesNo action needed* 591294-02431294-0242VISTA ENCANTADA DRFracture multiple; BrokenPoint repair 601294-02431294-0245VISTA ROSINA DRFracture multipleNo action needed* 611337-00791337-0076VALLE DEL OROFracture multipleLining 621333-01531333-0152CHERAW DRFracture multipleLining
631333-00901333-0091BARBACOA DRFracturesNo action needed* 641297-07481297-0749VIA CORSAFracture multipleNo action needed* 651294-03081294-0295WOODLAWN CTFracturesNo action needed* 661294-02321294-0233JARANA CTFracture multipleNo action needed* 671294-01131294-0127BARCOTTA DRNo structural deficienciesNo action needed* 681255-00091255-0010AVE HALLFracture multipleLining
691298-03521298-0351EASEMENTFracture multipleLining
701334-00231334-0022BARBACOA DRFracture multipleNo action needed* 711333-00911333-0092BARBACOA DRFracturesNo action needed* 721333-00061333-0005BEAVER CTFracturesNo action needed* 731298-02601298-02628TH STFracture multipleNo action needed* 741298-02941298-0293SHADELAND DRFracture multipleNo action needed* 751297-06371297-0636CHESTNUT STFracture multipleLining
°'S~r~c~ursl ~leficie~ci~s are categorifed into g~o~~s of d~efet~s ar ok~servaticsns :~,ritt~ a v~rid~e range ref severity. ~E~ch of ~~ese~ cl~fic3e~cies ree~ivecl adt~~tiorasl past ir~speetlar~ revier,+.~ and same ~af tE~ese +~~.rere deterrn~ned nod lik~l+~ to interfere yr ~f~ the n~nna~ operation of tie sever lire due to #tie s~verity~r size, and,~ar loca~tian of tie ~[eficiency. T~rese segments a~vil~ be ~e~ ~4{ded durang the next ~y+~cle of CCTV insp~ctaons.

ENCLOSURE3
Q
UICK

STRUCTURAL
RATING
REPORT

PRIORITY
LIST
CITY
OF
SANTA

CLARITA
(YOTV1415A)
ITEM
NO.

START
MH
END
MH
STREET

OBSERVATION

PROPOSED

CORRECTIVE
ACTION
76 1297-0570
1297-0569

ARCADIA
ST
Fracture
multiple
Lining
77 1295-0054
1295-0057

FESTIVIDAD
DR
Fractures
No
action
needed*
78 1294-0307
1294-0294

DUXBURY
PL
Fractures
No
action
needed*
79 1294-0224
1294-0225
VISTA

DELGADO
DR
Fractures
No
action
needed*
80 1256-0118
1256-0117
ANZA
DR
EASE
Fracture
multiple
Lining
81 1256-0075
1256-0168

EASEMENT
Fracture
multiple
No
action
needed*
82 1334-0067
1334-0068
LOS
TIGRES
DR
Fractures
No
action
needed*
83 1334-0048
1334-0049
ALCON
DR
Fractures
No
action
needed*
84 1332-0102
1332-0103
SECO
CYN
RD
No
structural
deficiencies
No
action
needed*
85 1298-0221
1297-0467

VERMONT
DR
Fracture
multiple
No
action
needed*
86 1337-0014
1337-0013
SAN

FERNANDO
RD
Fracture
multiple
No
action
needed*
87 1333-0127
1333-0128
GARZA
DR
Fracture
multiple
Lining
88 1294-0291
1294-0292

CUESPORT
DR
Fractures
No
action
needed*
89 1256-0185 1256-0185
MAGIC

MOUNTAIN
PKWY
Fracture
multiple
No
action
needed*
90 1298-0176
1298-0175
ARLEN
DR
Broken
Point
repair
91 1333-0089
1333-0090

BARBACOA
DR
Fracture
multiple
No
action
needed*
92 1298-0320
1298-0319

WHEELER
DR
Fracture
multiple
No
action
needed*
93 1298-0177
1298-0180
APPLE
ST
Fracture
multiple
No
action
needed*
94 1297-0848
1297-0847

RAILROAD
AV
Fracture
multiple
No
action
needed*
95 1297-0777
1297-0778
VIA

SISTINE
Fracture
multiple
No
action
needed*
96 1297-0686
1297-0685
VIA

HISPANO
Fracture
multiple
No
action
needed*
97 1297-0627
1297-0626
16TH
ST
Fractures
No
action
needed*
98 1297-0554
1297-0553
WAYMAN
ST
Fractures;
Broken
No
action
needed*
99 1297-0490
1297-0489

EASEMENT
Fractures
No
action
needed*
100
1295-0244
1295-0245
LITTLE
DR
No
structural
deficiencies
No
action
needed
*Structural
deficiencies
are
categoriLzd
into
groups
of
defects
or
observations
~.~4ith
a
ti~,~ide
range
of
seUerit~t.
each
of
these
elEficier~ci~s
received
ar~ctati~r~~l
fast
inspection
r~vie~~+~~
anti
sfl~i~
of
thesz
~,~.~ere
deker~r~tnecl
not
Iik~l+~Tto
rterf~r~
~.r4~itf~
tl~e
normal
ap~ratic~r~
of
the
se~.~,rer
lir~~
due
Ito
~h~~
se+rerit~;•,
~i~e,
and%car
location
of
the
tiefieienc~~.

These
segments
ti~il1
k~e
reYrie~,~U~ed
durir~a
tl~e
r~~xt
€}rele
~f
CCTy,+'
inspections.

Page
4 of
5 ENCLOSURE3
Q
UICK

STRUCTURAL
RATING
REPORT

PRIORITY
LIST
CITY
OF
SANTA

CLARITA
(YOTV1415A)
ITEM
NO.

START
MH
END
MH
STREET

OBSERVATION

PROPOSED

CORRECTIVE
ACTION
101
1295-0282
1295-0288

DUNSMORE
DR
Fractures
No
action
needed*
102
1295-0036
1295-0037
CUERVO
DR
Fracture
multiple
No
action
needed*
103
1294-0295
1294-0296

CUESPORT
DR
Fractures
No
action
needed*
104
1294-0306
1294-0305

BINGHAM
CT
Fractures
No
action
needed*
105
1294-0162
1294-0283
DECORO
DR
Fractures;
Broken
No
action
needed*
106
1294-0169
1294-0170

GUADILAMAR
DR
No
structural
deficiencies
No
action
needed
107
1294-0080
1294-0081
POPLAR
GLEN
CR
Fractures
No
action
needed*
108
1294-0055
1294-0054

PAMPLICO
DR
Fracture
multiple;
Broken
Point
repair
109
1293-0044
1293-0047
SECO
CYN
RD
Fracture
multiple
No
action
needed*
110
1293-0047
1293-0046
COPPER
HILL
DR
Fracture
multiple
No
action
needed*
111
1256-0116
1256-0117
ANZA
DR
Fractures
No
action
needed*
112
1256-0120
Trunk
-2
ANZA
DR
Fractures
No
action
needed*
113
1255-0006
1255-0007
AVE

CROCKER
Fracture
multiple
No
action
needed*
114
1294-0691
1295-0319

DICKASON
DR
Fracture
multiple
No
action
needed*
115
1337-0009
1337-0008

NEWHALL
AVE
Fractures
No
action
needed*
116
1334-0038
1334-0016

ALAMOGORDO
RD
Fracture
multiple
No
action
needed*
117
1336-0123
1297-0609
SPRUCE
ST
Fractures
No
action
needed*
118
1255-0237
1255-0236

EASEMENT
Fracture
multiple
No
action
needed*
119
1512-0244
1512-0243

SHENANDOAH
LN
Broken
No
action
needed*
120
1512-0246
1512-0203
ARCHES
LN
Fracture
multiple
No
action
needed*
°'Structural
~ieficienci
~es
ire
categorized
into
~rou~~s
of
da~ccts
ar
obser~.~ations
;~vith
a
tn~ic3e
range
of
severity,+.

Eae11
csfthes~
~IEficiencies
received
ad~~tic~r~al
fast
ir~spectioil
revie~ov
ar~d
soma
of
thzse
~~,~.~ere
de#er~ntnetl
nc~t
~ik~l+~
#o
~n#erfere
:~~
itt~
tl~~
r~aril~a'J
caperation
of
the
set~J~r
lii~c
~~ue
to
the
s~verity
rrr sire
; and%ter
locatiar~
of
tfi~
deficient}~.

These
sEgments
a~,~ill
be
r~viet~U~ed
durlr~~
the
r~~xt
e}+cle
~f
CCTL~'
inspect
c+ns.

Page
5 of
5 -— —N-1254
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ENCLOSURE:

CCTV PROJECT
YOTV1415/

CITY OF

SANTA CLARITA
QUICK

STRUCTURAL
RATING
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21 (9 '~~rn~.m°~3a
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ENCLOSURE

CCTV PROJECT
YOTV1415/

CITY OF

SANTA CLARITA
QUICK

STRUCTURAL
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CCTV PROJECT
YOTV1415/

CITY OF

SANTA CLARITA
QUICK

STRUCTURAL
RATING
(QSR)
~GELES ~
0 670 1.340 2 010 2 E
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Legend
SMD Sanitary Sewers
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2: MINOR TO MODERATE
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Standard
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ENCLOSURE:

CCTV PROJECT
YOTV1415/

CITY OF

SANTA CLARITA
QUICK

STRUCTURAL
RATING
(QSR)
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3 ENCLOSURE:

CCTV PROJECT
YOTV1415~

CITY OF

SANTA CLARITA
QUICK

STRUCTURAL
RATING
(QSR)
~djQULWTq vi
°~ ~~o
0 6]0 1.340 2,410 2.E
Feet
Legend
SMD Sanitary Sewers
QSR
— 1: MINOR
2: MINOR TO MODERATE
-3 MODERATE
4: SIGNIFICANT
5: MOST SIGNIFICANT
SMD Manholes
9 Other
Manhole Type
Stantlard
/~ DROP
Shallow
Q Trap
~ Siphon
Q SMD Pump Stations
~W SMD Treatment Plants
- - ~ Trunk Sewerlines
--- Non SMD Sanitary Sevrers
Non SMD Maintained MH
O SMD Operations Maps
CCN Project Area
m.p- a y I pe u :n~sai< n of
or m
~IabesawThc ~ ~~ sB P pA
a maPb w~T~M1 ~~aB~e ~M~PSW
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ENCLOSURE:

CCTV PROJECT
YOTV 1415

CITY OF

SANTA CLARITA
QUICK

STRUCTURAL
RATING
(QSR)
v`~O oy
Q euc ~
a zoo aoa soo
Feet
Legend
SMD Sanitary Sewers
QSR
1: MINOR
2: MINOR TO MODERATE
3: MODERATE
4: SIGNIFICANT
5: MOST SIGNIFICANT
SMD Manholes
~ Olher
Manhole Type
Standard
n DROP
Shallow
Q Trap
~ Siphon
Q SMD Pump Stations
SMD Treatment Plants
Trunk Sewerlines
--- Non SMD Sanitary Sewers
Non SMD Maintained MH
Q SMo Operations Maps
QCCN Project Area
N h N
~' h
g gal
Julne 2018 am P

APPENDIX F1

SMD'S CCTV WORK SCHEDULE

AND SUMMARY OF CCTV'S

PROJECTS IN SMD AREAS
Condition Assessment Work Schedule
Jurisdiction Fiscal Year Project Name Yard Sup Dist Length (Ft) # segments Agoura Hills 2019-2020 Y0TV1920B N 3 282,334 1,303
Artesia 2020-2021 Y0TV2021B C 4 164,488 702
Baldwin Park 2020-2021 Y0TV2021B E 1 426,298 1,799
Baldwin Park 2021-2022 Y0TV2122A E 1 121,577 527
Bell Gardens 2022-2023 Y0TV2223A C 1 208,409 861
Bellflower 2020-2021 Y0TV2021A C 4 409,525 1,677
Bellflower 2020-2021 Y0TV2021B C 4 116,227 468
Bradbury 2021-2022 Y0TV2122A E 5 10,731 44
Calabasas 2020-2021 Y0TV2021B N 3 378,178 1,799
Carson 2026-2027 Y0TV2627B S 2 466,914 1,949
Carson 2027-2028 Y0TV2728B S 2 492,418 2,227
Commerce 2022-2023 Y0TV2223A C 1 110,649 485
Commerce 2023-2024 Y0TV2324A C 1 151,995 661
Cudahy 2022-2023 Y0TV2223A C 1 74,557 277
Diamond Bar 2027-2028 Y0TV2728B E 4 415,427 1,785
Diamond Bar 2028-2029 Y0TV2829A E 4 422,501 1,844
Duarte 2021-2022 Y0TV2122A E 5 233,341 1,020
Glendora 2019-2020 Y0TV1920B E 5 435,739 1,828
Glendora 2020-2021 Y0TV2021A E 5 309,013 1,286
Hawaiian Gardens 2020-2021 Y0TV2021B C 4 81,392 336
Hidden Hills 2021-2022 Y0TV2122B N 3 75,105 305
Industry 2026-2027 Y0TV2627A E 1 108,462 441
Industry 2026-2027 Y0TV2627B E 1 141,715 607
La Canada-Flintridge 2024-2025 Y0TV2425B E 5 273,123 1,497 La Habra Heights 2022-2023 Y0TV2223B E 4 11,305 55
La Mirada 2025-2026 Y0TV2526B C 4 297,353 1,281
La Mirada 2026-2027 Y0TV2627A C 4 337,464 1,488
Lakewood 2024-2025 Y0TV2425A C 4 461,570 1,698
Lakewood 2025-2026 Y0TV2526A C 4 417,736 1,700
Lawndale 2022-2023 Y0TV2223A S 2 178,857 720
Lomita 2024-2025 Y0TV2425A S 4 187,867 881
Malibu 2021-2022 Y0TV2122B N 3 24,351 127
Palos Verdes Estates 2020-2021 Y0TV2021A S 4 413,211 1,994 Paramount 2022-2023 Y0TV2223B C 4 324,688 1,435
Pico Rivera 2019-2020 Y0TV1920A C 1 414,941 1,808
Pico Rivera 2019-2020 Y0TV1920B C 1 162,499 740
Rancho Palos Verdes 2023-2024 Y0TV2324A S 4 487,004 2,303 Rancho Palos Verdes 2024-2025 Y0TV2425A S 4 258,941 1,217 Rolling Hills 2024-2025 Y0TV2425B S 4 2,883 17
Rolling Hills Estates 2024-2025 Y0TV2425B S 4 170,201 806 Rosemead 2019-2020 Y0TV1920A E 1 412,786 1,732
San Dimas 2025-2026 Y0TV2526A E 5 385,421 1,728
San Dimas 2025-2026 Y0TV2526B E 5 157,894 689
Santa Clarita 2022-2023 Y0TV2223B N 5 145,989 763
Santa Clarita 2023-2024 Y0TV2324B N 5 452,098 2,215
Santa Clarita 2024-2025 Y0TV2425B N 5 451,689 1,994
Santa Clarita 2025-2026 Y0TV2526B N 5 386,645 1,934
Santa Clarita 2026-2027 Y0TV2627B N 5 441,757 1,989
Santa Clarita 2027-2028 Y0TV2728A N 5 166,192 882
Santa Clarita 2027-2028 Y0TV2728B N 5 388,579 1,569
Santa Fe Springs 2021-2022 Y0TV2122A C 1 423,934 1,765
South El Monte 2026-2027 Y0TV2627A E 1 191,620 767
Temple City 2023-2024 Y0TV2324B E 5 382,266 1,680
Walnut 2026-2027 Y0TV2627B E 5 101,406 422
Condition Assessment Work Schedule
Jurisdiction Fiscal Year Project Name Yard Sup Dist Length (Ft) # segments Walnut 2027-2028 Y0TV2728A E 5 409,187 1,829
Westlake Village 2019-2020 Y0TV1920B N 3 169,786 789
Unincorporated Central Yard 2019-2020 Y0TV1920B C 4 264,888 1,166 Unincorporated Central Yard 2020-2021 Y0TV2021B C 4 5,632 23 Unincorporated Central Yard 2022-2023 Y0TV2223B C 4 62,762 260 Unincorporated Central Yard 2023-2024 Y0TV2324A C 1 322,625 1,267 Unincorporated Central Yard 2023-2024 Y0TV2324B C 4 432,191 1,940 Unincorporated Central Yard 2025-2026 Y0TV2526A C 4 16,652 62 Unincorporated Central Yard 2025-2026 Y0TV2526B C 4 106,749 438 Unincorporated Central Yard 2026-2027 Y0TV2627A C 4 66,246 263 Unincorporated Central Yard 2027-2028 Y0TV2728A C 1 458,764 2,305 Unincorporated East Yard 2019-2020 Y0TV1920A E 1 96,409 530 Unincorporated East Yard 2020-2021 Y0TV2021A E 1 and 5 119,379 470 Unincorporated East Yard 2021-2022 Y0TV2122A E 5 51,379 211 Unincorporated East Yard 2021-2022 Y0TV2122B E 5 107,328 445 Unincorporated East Yard 2021-2022 Y0TV2122B E 5 336,415 1,424 Unincorporated East Yard 2021-2022 Y0TV2122B E 5 409,228 1,766 Unincorporated East Yard 2022-2023 Y0TV2223A E 4 440,781 1,932 Unincorporated East Yard 2022-2023 Y0TV2223B E 4 409,018 1,783 Unincorporated East Yard 2023-2024 Y0TV2324A E 4 444,945 2,029 Unincorporated East Yard 2024-2025 Y0TV2425A E 1 391,025 1,565 Unincorporated East Yard 2024-2025 Y0TV2425B E 5 174,964 764 Unincorporated East Yard 2025-2026 Y0TV2526A E 1 and 5 53,812 195 Unincorporated East Yard 2025-2026 Y0TV2526B E 1 and 5 290,985 1,244 Unincorporated East Yard 2026-2027 Y0TV2627A E 1 176,723 766 Unincorporated East Yard 2026-2027 Y0TV2627B E 1 and 4 142,957 571 Unincorporated North Yard 2021-2022 Y0TV2122B N 3 and 5 134,742 582 Unincorporated North Yard 2021-2022 Y0TV2122B N 3 84,150 415 Unincorporated North Yard 2022-2023 Y0TV2223B N 5 362,283 1,480 Unincorporated North Yard 2024-2025 Y0TV2425B N 5 8,608 24 Unincorporated North Yard 2025-2026 Y0TV2526B N 5 78,026 368 Unincorporated North Yard 2026-2027 Y0TV2627B N 5 22,221 92 Unincorporated North Yard 2027-2028 Y0TV2728A N 5 271,424 1,233 Unincorporated North Yard 2028-2029 Y0TV2829A N 5 250,510 955 Unincorporated South Yard 2019-2020 Y0TV1920A S 2 482,607 2,135 Unincorporated South Yard 2021-2022 Y0TV2122A S 2 450,501 1,925 Unincorporated South Yard 2022-2023 Y0TV2223A S 2 260,527 1,187 Unincorporated South Yard 2024-2025 Y0TV2425B S 2 and 4 214,851 873 Unincorporated South Yard 2025-2026 Y0TV2526A S 1 and 2 424,514 1,643 Unincorporated South Yard 2025-2026 Y0TV2526A S 2 and 4 60,125 214 Unincorporated South Yard 2026-2027 Y0TV2627A S 2 297,608 1,304 Unincorporated South Yard 2026-2027 Y0TV2627A S 3 208,688 906 FY 2028-2028
FY 2027-2028
FY 2027-2028FY 2026-2027
FY 2026-2027
FY 2026-2027
FY 2026-2027
FY 2026-2027
FY 2026-2027FY 2026-2027
FY 2026-2027
FY 2026-2027
FY 2026-2027
FY 2026-2027
FY 2026-2027
FY 2025-2026
FY 2025-2026
FY 2025-2026
FY 2025-2026
FY 2025-2026
FY 2025-2026
FY 2025-2026
FY 2025-2026
FY 2025-2026
FY 2025-2026
FY 2024-2025
FY 2024-2025
FY 2023-2024
FY 2023-2024
FY 2022-2023
FY 2022-2023
FY 2022-2023
FY 2022-2023
FY 2021-2022
FY 2021-2022
FY 2021-2022
FY 2021-2022
FY 2021-2022
FY 2021-2022
FY 2021-2022
FY 2020-2021
FY 2020-2021
FY 2020-2021
FY 2019-2020
FY 2019-2020
FY 2019-2020
FY 2019-2020
FY 2019-2020
FY 2019-2020
Pomona
Glendora
Unincorporated
Unincorporated
Azusa
Industry
Monrovia
San Dimas
Arcadia
West Covina
Walnut
Diamond Bar
El Monte
Irwindale
Covina
Whittier
Duarte
La Verne
Baldwin Park
Temple City
Sierra Madre
CCTV

PROJECT AREAS
AS OF AUGUST 2018
.
2019-2020
2020-2021
2021-2022
2022-2023
2023-2024
2024-2025
2025-2026
2026-2027
2027-2028
2028-2029
Legend

BY FISCAL YEAR
2018-2019
FY 2027-2028
FY 2026-2027
FY 2026-2027
FY 2026-2027
FY 2026-2027
FY 2026-2027
FY 2026-2027
FY 2026-2027
FY 2024-2025
FY 2024-2025
FY 2024-2025
FY 2023-2024
FY 2023-2024
FY 2023-2024FY 2023-2024 FY 2022-2023FY 2022-2023
FY 2021-2022
FY 2021-2022
FY 2021-2022
FY 2021-2022
FY 2021-2022
FY 2021-2022
FY 2021-2022
FY 2021-2022
FY 2020-2021
FY 2019-2020
FY 2019-2020
FY 2019-2020
FY 2019-2020
Los Angeles
Unincorporated
Glendale
Pasadena
Burbank
Arcadia
Monrovia
El Monte
Alhambra
Monterey Park
Rosemead
Unincorporated
Montebello
San Marino
CCTV

PROJECT AREAS
AS OF AUGUST 2018
.
2019-2020
2020-2021
2021-2022
2022-2023
2023-2024
2024-2025
2025-2026
2026-2027
2027-2028
2028-2029
Legend

BY FISCAL YEAR
2018-2019
FY 2018-2019
FY 2028-2028
FY 2027-2028
FY 2027-2028
FY 2027-2028
FY 2026-2027
FY 2026-2027
FY 2026-2027
FY 2026-2027
FY 2026-2027
FY 2026-2027
FY 2026-2027FY 2026-2027
FY 2026-2027
FY 2026-2027
FY 2026-2027
FY 2026-2027
FY 2026-2027
FY 2026-2027
FY 2025-2026
FY 2025-2026
FY 2025-2026
FY 2025-2026
FY 2025-2026
FY 2025-2026
FY 2025-2026
FY 2025-2026
FY 2025-2026
FY 2025-2026
FY 2024-2025
FY 2024-2025
FY 2024-2025
FY 2024-2025
FY 2023-2024
FY 2023-2024
FY 2023-2024
FY 2023-2024
FY 2023-2024
FY 2022-2023
FY 2022-2023
FY 2022-2023
FY 2022-2023
FY 2022-2023
FY 2022-2023
FY 2022-2023
FY 2022-2023
FY 2021-2022
FY 2021-2022
FY 2021-2022
FY 2021-2022
FY 2021-2022
FY 2021-2022
FY 2021-2022
FY 2021-2022
FY 2021-2022
FY 2021-2022
FY 2021-2022
FY 2020-2021
FY 2020-2021
FY 2020-2021
FY 2020-2021
FY 2020-2021 FY 2020-2021
FY 2019-2020
FY 2019-2020
FY 2019-2020
FY 2019-2020
FY 2019-2020
FY 2019-2020
FY 2019-2020
Los Angeles
Unincorporated
Whittier
Downey
West Covina
Norwalk
Walnut
El Monte
Irwindale
Covina
Compton
Arcadia
Azusa Glendora
Alhambra
Pico Rivera
La Mirada
Montebello
Vernon
Pasadena
South Gate
Bell
Commerce
Monterey Park
Lynwood
Baldwin Park
Bellflower
Unincorporated
Rosemead
Paramount
La Habra Heights
San Marino
Monrovia
Glendale
Cerritos
CCTV

PROJECT AREAS
AS OF AUGUST 2018
.
2019-2020
2020-2021
2021-2022
2022-2023
2023-2024
2024-2025
2025-2026
2026-2027
2027-2028
2028-2029
Legend

BY FISCAL YEAR
2018-2019
FY 2018-2019
FY 2018-2019
FY 2027-2028
FY 2026-2027
FY 2026-2027
FY 2026-2027
FY 2026-2027
FY 2026-2027
FY 2025-2026
FY 2025-2026
FY 2025-2026
FY 2025-2026
FY 2025-2026
FY 2024-2025
FY 2024-2025
FY 2024-2025
FY 2024-2025
FY 2024-2025
FY 2024-2025
FY 2024-2025
FY 2024-2025
FY 2024-2025
FY 2023-2024
FY 2023-2024
FY 2023-2024
FY 2023-2024
FY 2022-2023
FY 2022-2023
FY 2022-2023
FY 2022-2023
FY 2022-2023
FY 2022-2023
FY 2022-2023
FY 2022-2023
FY 2021-2022
FY 2021-2022
FY 2020-2021
FY 2020-2021
FY 2020-2021
FY 2020-2021
FY 2020-2021
FY 2020-2021
FY 2019-2020
FY 2019-2020
FY 2019-2020
FY 2019-2020
FY 2019-2020
FY 2019-2020
Los Angeles
Long Beach
Carson
Torrance
Downey
Compton
Norwalk
Cerritos
Lakewood
Inglewood
Whittier
Gardena
South Gate
Pico Rivera
Bell
Bellflower
Vernon
Hawthorne Lynwood
El Segundo
Paramount
Long Beach
Redondo Beach
Torrance
CCTV

PROJECT AREAS
AS OF AUGUST 2018
.
2019-2020
2020-2021
2021-2022
2022-2023
2023-2024
2024-2025
2025-2026
2026-2027
2027-2028
2028-2029
Legend

BY FISCAL YEAR
2018-2019
FY 2018-2019
FY 2018-2019
FY 2027-2028
FY 2026-2027
FY 2026-2027
FY 2026-2027
FY 2025-2026
FY 2025-2026
FY 2025-2026
FY 2025-2026
FY 2024-2025
FY 2024-2025
FY 2024-2025
FY 2024-2025
FY 2024-2025
FY 2024-2025
FY 2024-2025
FY 2024-2025
FY 2024-2025
FY 2024-2025
FY 2023-2024
FY 2022-2023
FY 2022-2023
FY 2022-2023
FY 2022-2023
FY 2022-2023
FY 2022-2023
FY 2022-2023
FY 2021-2022
FY 2020-2021
FY 2020-2021
FY 2020-2021
FY 2019-2020
FY 2019-2020
FY 2019-2020
FY 2019-2020
Los Angeles
Long Beach
Carson
Torrance
Los Angeles
Long Beach
Downey
Compton
Inglewood
Rancho Palos Verdes
Gardena
South Gate
Palos Verdes Estates
Lakewood
Hawthorne Lynwood
Bellflower
Bell
El Segundo
El Segundo
Redondo Beach
Paramount
Torrance
Manhattan Beach
Hermosa Beach
CCTV

PROJECT AREAS
AS OF AUGUST 2018
.
2019-2020
2020-2021
2021-2022
2022-2023
2023-2024
2024-2025
2025-2026
2026-2027
2027-2028
2028-2029
Legend

BY FISCAL YEAR
2018-2019
FY 2018-2019
FY 2018-2019
FY 2027-2028
FY 2027-2028
FY 2027-2028
FY 2026-2027
FY 2026-2027
FY 2026-2027
FY 2025-2026
FY 2025-2026
FY 2024-2025
FY 2024-2025
FY 2024-2025
FY 2023-2024
FY 2023-2024
FY 2022-2023
FY 2022-2023
FY 2022-2023
FY 2021-2022
Unincorporated
Santa Clarita
Los Angeles
CCTV

PROJECT AREAS
AS OF AUGUST 2018
.
2019-2020
2020-2021
2021-2022
2022-2023
2023-2024
2024-2025
2025-2026
2026-2027
2027-2028
2028-2029
Legend

BY FISCAL YEAR
2018-2019
FY 2021-2022
FY 2021-2022
FY 2021-2022
FY 2021-2022
FY 2021-2022
FY 2021-2022
FY 2021-2022
FY 2021-2022
FY 2021-2022
FY 2021-2022
FY 2021-2022
FY 2021-2022
FY 2020-2021
FY 2019-2020
FY 2019-2020
Unincorporated
Malibu
Los Angeles
Malibu
Calabasas
Agoura Hills
CCTV

PROJECT AREAS
AS OF AUGUST 2018
.
2019-2020
2020-2021
2021-2022
2022-2023
2023-2024
2024-2025
2025-2026
2026-2027
2027-2028
2028-2029
Legend

BY FISCAL YEAR
2018-2019
FY 2018-2019
FY 2028-2028
FY 2028-2028
FY 2028-2028
FY 2028-2028
FY 2028-2028
Unincorporated
Lancaster
Palmdale Unincorporated
CCTV

PROJECT AREAS
AS OF AUGUST 2018
.
2019-2020
2020-2021
2021-2022
2022-2023
2023-2024
2024-2025
2025-2026
2026-2027
2027-2028
2028-2029
Legend

BY FISCAL YEAR
2018-2019

APPENDIX G

SANITARY SEWER OVERFLOW

RESPONSE INSTRUCTION MANUAL

STANDARD OPERATING PROCED URES
Service Request Response Procedures
The enclosed flow chart depicts an overview of the process taken when crews are notified and actions to be taken. The actual steps in the procedures are described in detail below:

The Sewer Maintenance District provide 24-hour emergency services to investigate complaints from citizens. The 24-hour emergency telephone number is 1-800-675-HELP (4357) posted on City's website. Personnel are available each day of the year to receive and act on any calls or automated alarms related to problems in the sewer system including overflows. During business hours, emergency calls are received by either the Department of Public Works' Operator or City's General Services yard facility who will contact SMD Operator. The Operator will dispatch the nearest Sewer Maintenance crew to the problem site. For after-hour emergencies, the Operator will call the Sewer Maintenance Superintendent or Supervisor in the order listed on the Emergency Home Telephone list. The Superintendent or Supervisor who receives the emergency call will investigate the complaints and take appropriate action, including immediate dispatch of a standby crew with necessary equipment to take care of the problem or refer the call to other agencies if the problem is found not to be in our jurisdiction.

Sanitary Sewer Overflow Procedures
The following information provides the order of operations for crew response procedures relating to Sanitary Sewer Overflows (SSO):

1. Verify that the facility is one that the Department of Public Works has the responsibility to maintain. Notify the responsible maintenance agency if it is not our facility.

2. Assume that the overflow contains hazardous materials, particularly if it occurs in an industrial area. Crews shall stay upwind of any potential air contamination or fumes until it is determined to be safe to approach the origin of the SSO. If hazardous materials are suspected, our crews are to notify the Department of Public Works' Dispatch Unit so that a Hazmat investigation can be made immediately.

3. The crew responding to an overflow is required to set up containment, stop the overflow, and ensure that the facility or area is cleaned up and returned to normal operation. The crew shall also document the overflow with photographs of the point of overflow, property damage, traffic control, containment method, and point of entry to storm drain system. At this time, crews identify the probable cause of the overflow (i.e. grease, roots, rocks, etc.) and then remedial actions are taken to ensure the mainline is down and running normal. The complainant of the overflow is informed of the cause of the problem and the remedial action taken.

4. Estimate and record duration and volume of the SSO.

The spill start time is determined through:
 Information obtained from the individual or entity that called in the incident;  Recorded time by dispatch;
 Record obtain from a pump station or;
 Interviewing neighbors or businesses near the spill
The spill end time is established by the responding crew. Upon determination of the duration of the spill the volume of spill is determined by the crew employing any of the generally accepted methods or calculation by office engineers.

5. All sanitary sewer overflows are documented in SSO notification form (page G9) and reported to the County of Los Angeles Department of Public Health, California Office of Emergency Services (1,000 gallons or greater) within time frames specified in Section 6.1.1 of the SSMP, and the State Water Resources Control Board through CIWQS.

6. Department of Public Works, Stormwater Maintenance Division (SWMD), is notified of all overflows that discharge into the storm drain system or flood control channel. SWMD’s role is to assist in tracing and capturing as much of the spill before it reaches waters of the United States.

7. Water Quality Monitoring Program
Department of Public Works, Environmental Programs Division (EPD), is notified by the Department’s Dispatch of all overflows 50,000 gallons or more that reach surface waters to initiate water quality monitoring.

Pursuant to the State Water Resources Control Board Oder No.2013-058-EXEC, when an SSO is determined to be 50,000 gallons or more and reaches a surface water body, the responding Sewer Maintenance Districts’ crew shall, by telephone, report the incident to the Department Dispatch, requesting that water quality monitoring be initiated. This is in addition to other SSO reporting requirements depicted in the flow chart shown on page G4 of this document.

Upon receiving the call, Dispatch shall immediately notify EPD, requesting their services for water quality monitoring. Dispatch shall provide EPD of the SSO location, volume of the spill, surface water bodies affected, as well as the contact at Sewer Maintenance Division (SMD) handling this response.

EPD shall within 48 hours of being notified, dispatch its personnel to the site, collect the required water samples, and send the samples to authorized laboratory for analysis. EPD and the Laboratory conducting the sample analysis shall comply with the requirements stipulated in Section D of the Order. Upon G2
receipt of the laboratory result, EPD shall transmit the results to SMD. SMD will report the results as required to the State Water Resources Control Board and maintain all records of the SSO event per Section E of the Order.

8. Complete the Overflow Summary Report after notification of the appropriate agencies specified in Section 6.1.2 of the SSMP.

All field personnel are trained to be conversant with these procedures and to accurately report SSO events.

G3
SSO Reporting Procedures Flow Chart
NO YES
DPW Radio Room receives SSO
calls from the Public or Telemetry
System Dispatch
After-hours
NO NO
Stop SSO and notify appropriate
agency for Clean-up and
Reporting
Crew Leader calls the
Radio Room
Is it SMD
facility?
Written Report to:
- RWQCB (upon request)
- SWRCB Web Page
Senior Civil Engineer
Sewer Maintenance Crew
- Call Dept. Of Public Health
- Call RWQCB
- Call OES 1
- Call FMD 2
- Call EPD 3
Crew Leader
- Stops SSO
- Cleans up
- Prepares report
- Report to radio room (dispatch)
Crew Leader
YES
Nearest
Sewer Maintenance
crew investigation
Crew Leader
YES
Superintendent or Supervisor
on Emergency call list
Is it SMD
facility?
Standby crew
investigates
Crew Leader
1 California Office of Emergency Services
(OES) is notified when SSO greater than or
equal to 1,000 gallons discharged to or
potentially will be discharged to surface
water.
2 Flood Maintenance Division (FMD) is only
notified when the SSO has entered a storm
drain.
3 Environmental Program Division (EPD) is
only notified when SSO of 50,000 gallons or
greater are spilled to surface water.

OVERFLOW SUMMARY REPORT INSTRUCTIONS
The following instructions should be used as a guide for completing the Overflow Summary Report form.

MMS W.O. NO.

Leave blank.

Work order number will be filled in by clerical support.

ADDRESS
Complete address, including street number; if street number is not known, use name of street and distance from nearest cross street. For ex ample, Fremont Ave. 600’ E/O Valley Blvd. NOT
600’ E/O manhole #380.

NEAREST INTERSECTION
Nearest cross street.

MAP NO.

Consolidated Sewer Map Sheet Number.

CITY/COUNTY
Name of City or County area. If you are not sure leave blank.

TYPE OF INCIDENT
Specify the type of event (Manhole Overflow, Pump Station Failure, or Other).

CREW LEADER/ELECTRO-MECHANIC RESPONDING
Crew Leader name and crew number.

TIME DISPATCH NOTIFIED
Time the initial request for service was received by DPW Dispatcher.

TIME CREW NOTIFIED
Time when crew was notified by DPW Dispatcher or Supervisor.

TIME OF ARRIVAL
Time when crew arrived at job site.

CALL BACK TELEPHONE NO.

Responding party shall provide their yard’s telephone number.

TIME STOPPAGE RELIEVED
Time when problem was finally resolved.

TIME OF DEPARTURE
Time when crew left job site and notified DPW Dispatcher by radio or telephone.

G5

DPW DISPATCHER NOTIFIED
Specify if DPW
Dispatcher was notified of results.

HEALTH DEPARTMENT NOTIFIED
Notify Health Department within 2 hours of crew notification of all overflows.

O.E.S. NOTIFIED?
Notify the State Office of Emergency Services upon completion of the event.

RWQCB NOTIFIED?
Notify the Regional Water Quality Control Board within one business day of the event.

F.M.D. NOTIFIED?
Notify Flood Maintenance Divis ion, through dispatch, immediately upon verification of entry into the storm drain system or flood control channel.

DESCRIPTION OF INCIDENT

OVERFLOWING EXIT POINT
Specify SSO exit points such as Manhole No., Clean-out, Flood-out, Pump force main, or other.

ESTIMATED VOLUME RECOVERED
Number of gallons that was recovered and returned to the sewer system.

ESTIMATED VOLUME
Number of gallons of overflow. Use the visual method to estimate the volume.

ESTIMATED DURATION
Indicate time interval between time Dispa tch received the call and time stoppage was relieved.

WHERE DID FLOW GO
Indicate where the effluent flowed: “street gutter”, “open channel”, “storm drain N/E C/O Valley Blvd.,” or if it was contained and returned, “to M/H #380,” etc.

ACTION TAKEN
Describe in detail the type of work that was done to respond to the emergency. Specify the containment, recovery, and clean-up proc ess. What was done to contain the overflow? If it could not be contained, what exactly happened during the recovery process? What steps were taken to clean up the remaining sewer water and/or debris?

SUSPECTED CAUSE
Specify the suspected cause of the overflow.

G6

IS THIS A REPEATED INCIDENT
Consider
any similar events within the past 5 years and use that data to specify if the overflow was a repeat incident.

RECOMMENDED MEASURES TO PREVENT REOCCURRENCE
Describe the corrective action measures to be taken to prevent repeat overflows.

Provide the mainline location and manholes to be added to a sewer periodic cleaning schedule. If there is no action to be taken, please provide a detailed explanation for justification purposes.

CORRECTIVE ACTION PM NO.

Leave blank. Corrective PM No. will be added, by clerical support, once a cleaning periodic schedule has been created or modified.

NAME
Supervision staff for the responsible party shall sign here to acknowledge their agreement.

DATE
Date signed by supervision staff.

JA:sb

OVERFLOWSUMMARYREPORTINST
G7
G8

LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS

SEWER MAINTENANCE DIVISION
(626) 300-3308
Notification of Sanitary Sewer Overflow
NOTIFICATION (to be completed by Crew Leader or Electro-Mechanic responding) DATE: MMS No.

LOCATION: Address
Nearest Intersection
Map No. City/County
Residential Commercial Industrial
TYPE OF INCIDENT:

Manhole Overflow Pump Station Failure Other

CREW LEADER/ELECTRO-MECHANIC RESPONDING
(Name) (Crew No.)
Time spill start Verified by (name/contact)
Time crew notified
Time of arrival Call back Tel. No. ( )
Time stoppage relieved
Time of departure DPW dispatcher notified? Yes No
* If > 2 HRS, PROVIDE COMMENTS

AGENCY NOTIFICATION LIST
CONTACT WITHIN 15 MINUTES of verification of overflow Operator Number Department of Public Health (DPH)
(213) 974-1234
(24-hour reporting)
Initial Follow-up
Date Date
Time Time
CONTACT WITHIN 2 HOURS * Control Number
California Office of Emergency Services (OES)
(800) 852-7550 (24-hour reporting)
Discharge of sewage spills reaching or which likely make its way into, any state waters is 1000 gallons or more.

Date Date
Time Time
Time Time
Stormwater Maintenance Division (SWMD)
(Notify through Dispatch)
Call Dispatch (626) 458-4357) to request assistance from SWMD when spills enter storm drain.

Date
Time
Environmental Programs Division (EPD)
(Notify through Dispatch)
Call Dispatch to request assistance from EPD if SSO is
50,000 gallons or more that reached surface water.

Date
Time
I certify that the OES and Los Angeles County of Public Health have been notified as shown above, in accordance with State Water Board Order No. WQ 2013-0058-EXEC
Certified by:

Signed by Supervisor, Crew Leader, Electro-Mechanic, or Treatment Plant Operator Responding Date Poor Telephone Signal Caller Site Location Error Complication in SSO Containment Heavy Traffic Other (Specify)

LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS

SEWER MAINTENANCE DIVISION

SUMMARY REPORT OF MAINLINE SEWER AND PUMP STATION OVERFLOWS PART 2 - DESCRIPTION OF INCIDENT (to be completed by Crew Leader or Electro-Mechanic responding) PART 3 - RECOMMENDATION (to be completed by Supervisor or Electro-Mechanic Working Supv.)

ADDITIONAL COMMENTS
P:\WSPUB\GENERAL\OVERFLOWS.DOC
Revised 5/9/18
Photos Attached? Yes No Backflow Notice Attached? Yes No Time dispatch received complaint: Date:

Mapsheet No. Where did failure occur?
Main Line
Spill appearance point(s)
If manhole(s) provide No(s)
Est. Duration:

Force Main
Pump Station
House Lateral
Other (Specify)
Total estimated spill volume? How much recovered
Out of the total estimated spill volume how much reached into…… Storm Drain How much recovered
Land How much recovered
Drainage channel that flows to a surface water body How much recovered Discharge directly to surface water body How much recovered Explanation of volume estimated
methods used:

Where did flow go?
Action taken:

Overflowing from into
Suspected Cause:

Health warning
posted? Yes No
Did the spill result in a beach
closure? Yes No
If YES, name of impacted beach(es).

NAME DATE
Is this a repeated Incident? Yes No MMS No.

Recommended measures to prevent reoccurrence:

Corrective Action PM No.

NAME DATE

APPENDIX H - M

NOT USED

APPENDIX N

SANTA CLARITA MUNICIPAL CODE,
TITLE 20

SANITARY SEWERS AND

INDUSTRIAL WASTE
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APPENDIX O

CITY OF SANTA CLARITA
RESOLUTION NO. 88-142
AND
RESOLUTION NO. 89-16
CSC SSMP REV.05/2014
CSC SSMP REV.05/2014
CSC SSMP REV.05/2014
CSC SSMP REV.05/2014

APPENDIX P
SSMP

RECERITIFICATION
Agenda Item: 2

CONSENT CALENDAR

CITY OF SANTA CLARITA

AGENDA REPORT
CITY MANAGER APPROVAL:

DATE:

SUBJECT:

DEPARTMENT:

PRESENTER:

March 24 201I
I

SEWER SYSTEM MANAGEMENT PLAN ( SSMP) - STATEWIDE

GENERAL WASTE DISCHARGE REQUIREMENTS FOR

SANITARY SEWER SYSTEMS
Public Works
Travis Lange

RECOMMENDED ACTION
City Council:

1. Approve the proposed updated Sewer System Management Plan.

2. Authorize the City Manager or designee to make future operational changes, as needed, that do not have a financial impact to comply with Waste Discharge Requirements.

BACKGROUND
On May 2, 2006, the California State Water Resources Control Board adopted statewide Waste DischargeRequirements (WDRs) for Sanitary Sewer Systems (Order No. 2006-0003). These WDRs are the regulatory mechanism for agencies throughout the state that own or operate sanitary sewercollection systemsgreaterthan one mile in length that collect and/or convey untreated or partially treated wastewater to a publicly owned treatment facility. The goal of the WDRs is to reducethe frequency and volume of sanitary seweroverflows by requiring agencies to properly operate, maintain, and manage their wastewater collection system.

Per the requirementsof the WDRs, agenciesthat own a sewer systemmust develop and implement a system -specific Sewer System Management Plan ( SSMP). The SSMP memorializes managementandoperational practices for the agency's sanitary sewer systemto prevent or significantly reduce the occurrence of sanitary sewer overflows. Major causes of sewer overflows include greaseblockages, root blockages, debris blockages, structure failures, vandalism, and system age.

P OWED
Page I
ro Packet

UPDATED SSMP TO BE ADOPTED
SUMMER OF 2025
The City of SantaClarita (City) utilizes the servicesof Los Angeles County (County) Department of Public Works Consolidated Sewer Maintenance District for the maintenance and operation of our sewer system. As such, the City' s SSMP is a summary of the County' s SSMP with modifications specific to our City.

Sanitary sewer overflows often contain high levels of pathogenic organisms, suspended solids, and nutrients that would exceed water quality standards. Although proper maintenance of the sewer system is critical to prevent sewer overflows and maintaining water quality from our storm drain system, it is not directly a part of a Total Maximum Daily Load or the City' s Stormwater Permit. The SSMP ensures proper maintenance and standardizes reporting of sewer overflows throughout the state. There are no new policies as a result of this plan.

The SSMP consists of the following elements:

I . Goals

2. Organization

3. Legal Authority

4. Operation and Maintenance Program

5. Desi ­ n and Performance Provisions

6. Overflow and Emergency Response Plan

7. Fat, Oils, and Grease Control Program

8. SystemEvaluation and Capacity AssurancePlan

9. Monitoring, Measurement, and Program Modifications

10. SSMP Program Audit and Certification

11. Communication Program

12. County and City Responsibilities
The City Council originally approvedthe SantaClarita SSMP on May 26, 2009. City Council is being askedto re -certify the SSMP documentto remain in compliance with the terms of the WDRs. City andCountystaffhavemademinor updatesto theoriginalSSMP, which includethe addition of spreadsheets, revised contact information, and a schedule to video record sections of sewerpipes. Per the requirements of the WDRs, the City Manager or designeemay approve minor administrative changes such as those listed in the cover sheet in the attached SSMP that do not have a financial impact with periodic recertification by City Council -

ALTERNATIVE ACTION
Other action as determined by City Council.

FISCAL IMPACT
There is no fiscal impact with this action.

ATTACHMENTS
SanitarySewerManagementPlan2014 (availablein theCity Clerk'sReadingFile)

Packet Pg. 22