Agenda packet — Agoura Hills City Council, October 22, 2025 (part 2 of 4)

The Condition Assessment Report will provide you with details regarding the maintenance and structural condition of your city's sewer mainlines. This information can be included in your agency's Sewer System Management Plan as a reference in Chapter 8.0 System Evaluation and Capacity Assurance Plan. The segments with critical maintenance issues have been cleaned and, in some instances, have been incorporated into our routine cleaning schedule for continued monitoring. In addition, the segments with severe structural defects have either been repaired or will be scheduled for repair as part of the ongoing Accumulative Capital Outlay Project.

If you have any questions regarding this report or the Condition Assessment Program, please contact Mr. Robert Swartz at (626) 300-3367, Monday through Friday, 8 a.m. to 4 p.m., or at rswartz dpw.lacounty.qov.

Very truly yours,

GAIL FARBER
Director of Public Works

MANUEL DEL REAL
Assistant Deputy Director
Sewer Maintenance Division
PK:kk
1 589
Enc.
bc: Programs Development (Ghazarian, Pilker)
bc: KL, RS, FV, File (Project YOTV0506F), SPINDLE

CONDITION ASSESSMENT REPORT

COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS

CONSOLIDATED SEWER MAINTENANCE DISTRICT
PROJECT NAME: Y0TV0506F PROJECT MGR: Fernando Villaluna PROJECT DATE: 06/27/06 – 08/04/06 CONTACT NO: (626) 300-3380 SUP. DISTRICT(s): 3 MAP PAGE(S): 1065 & 1066
Report By: Phyo Kyaw Report Date: 11/17/08

INTRODUCTION
As part of the Sewer Condition Assessment Program, the County of Los Angeles Department of Public Works Consolidated Sewer Maintenance District has completed the closed-circuit television (CCTV) inspection of 29,407 feet or approximately

10.2 percent of the City of Agoura Hills’ sewer system.

The Sewer Condition Assessment Program utilizes the Pipeline Assessment and Certification Program (PACP) Quick Rating methodology to rank the structural and maintenance condition of your system based on industry standards.

PROJECT AREA AND DESCRIPTION
Project Y0TV0506F included sewer lines located in Unincorporated County of Los Angeles area and the Cities of Agoura Hills, Calabasas, Hidden Hills, Malibu, Rancho Palos Verdes and Westlake Village. Enclosed for your reference is an overview map of the project area within your City (Enclosure 1).

DEFECT GRADE DESCRIPTION
The Quick Rating indicates the number of occurrences for the highest severity grade for each pipe segment for either maintenance or structural defects. A grade of 1 indicates that a pipe segment is in excellent condition with minor defects, while a grade of 5 indicates that a pipe segment may require immediate attention. A detailed breakdown of the five possible defect grades is as follows:

Grade Description Estimate time to Failure
1: EXCELLENT: Minor Defects. Unlikely in the foreseeable future 2: GOOD: Defects that have not begun to deteriorate. 20 years or more 3: FAIR: Moderate defects that will continue to
deteriorate. 10 to 20 years
4: POOR: Sever defects that will become grade 5
defects within the foreseeable future. 5 to 10 years
5: IMMEDIATE ATTENTION: Defects requiring
immediate attention.

Has failed or will likely fail within the
next 5 years

MAINTENANCE REPORT
Our inspection revealed that approximately 90.4 percent of the system televised was free of blockages or restrictions that would impede sewer flows. However, the remaining 9.6 percent of the inspected pipe segments within the City of Agoura Hills had a PACP maintenance grade of 4 or 5 as indicated in the Quick Maintenance Rating Table shown below. These segments have been incorporated into our routine cleaning schedule with corrective action taken as noted on the Quick Maintenance Rating Report Priority List (Enclosure 2). Also included is a color-coded map showing the quick maintenance rating for each pipe segment.

QUICK MAINTENANCE RATING TABLE
DEFECT
GRADE
PIPE
LENGTH
(FT)

PERCENT TOTAL

INSPECTED PIPE
LENGTH
NO. SEGMENTS
1: Excellent 5,837 19.9 31
2: Good 15,446 52.5 58
3: Fair 5,292 18.0 25
4: Poor 2,212 7.5 9
5: Immediate
Attention 620 2.1 3
TOTAL 29,407 100.0 126

STRUCTURAL REPORT
Our inspection revealed that approximately 96.7 percent of the inspected pipe segments within the City of Agoura Hills were free of severe structural defects. However, the remaining 3.3 percent of the inspected pipe segments had a PACP structural grade of 4 or 5 as indicated in the Quick Structural Rating Table shown below. These segments have been placed on a priority list based on the severity and the need for action. For Items 1 through 4 in the Quick Structural Rating Report Priority List (Enclosure 3) which require a corrective action, the proposed corrective method will be scheduled in the next 24 months as part of the ongoing Accumulative Capital Outlay Project. A color-coded map showing the Quick Structural Rating for each pipe segment is located in Enclosure 3. Copies of the actual inspection reports for these 4 segments are included in Enclosure 4.

QUICK STRUCTURAL RATING TABLE
DEFECT
GRADE
PIPE
LENGTH
(FT)

PERCENT TOTAL

INSPECTED PIPE
LENGTH
NO. SEGMENTS
1: Excellent 23,363 79.4 100
2: Good 3,751 12.8 16
3: Fair 1,321 4.5 6
4: Poor 796 2.7 3
5: Immediate
Attention 176 0.6 1
TOTAL 29,407 100.0 126

FUTURE PROJECTS
The Sewer Condition Assessment Program will be performing future closed-circuit television (CCTV) inspection of the remaining sewer lines within the City of Agoura Hills.

For your reference, the CCTV Sewer Inspection project schedule for the City of Agoura Hills is listed in Enclosure 5.

ENCLOSURE 1:

Project Overview Map
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ÍP
CO

AGOURA HILLS AGOURA HILLS

WESTLAKE VILLAGE WESTLAKE VILLAGE
C
O
C
O

KANAN RD

AGOURA RD

VENTURA FRWY

CANWOOD ST

THOUSAND OAKS BLVD

MULHOLLAND
HWY
*****

CORNELL RD

ROADSIDE DR

CHEESEBRORD

LAKEVIEW

CANYON RD

LOBO CANYON RD

DRIVER AV

TOWNSGATE RD

LARO DR

REYES ADOBE RD

TRIUNFO
CANYON
RD

LAKE LINDERO DR

LINDERO CANYON RD

LAKE VISTA DR
VIA
MERIDA

COLODNY DR

CRAGS DR

APRIL RD

S WESTLAKE BLVD

VIA COLINAS
GREY

ROCK RD

FOXFIELD DR
*****

CARELL AV

HAMPSHIRE RD

LA TIENDA RD

RIDGEFORD DR

SHERWOOD DR

OAKSHORE DR

FAIRVIEW
PL

FOUNTAINWOOD ST

WAGON RD

HILLRISE DR

AUTO MALL DR

S LAKESHORE DR

WATERGATE RD

LA VENTA DR

QUAIL RUN DR

DOVETAIL DR
ACADIA
AV

ARGOS ST

TIMBERLANE ST

RENEE DR

EAGLETON ST

SIERRA DR
LEWIS
RD

FOOTHILL DR

KIMBERLY DR

CLEVELAND DR

MAINMAST DR

VILLAGE GN

LAKE HARBOR LN

CALMFIELD AV

VILLAGE CENTER RD

SHADYCREEK DR

PISCES ST
BAY DR

TRAILWAY LN
VIA
ROCAS
APACHE

DERRYAV

CADENHORN DR

WOODBROOK DR

ARIESST

ROYAL GLEN RD

EVENSTAR AV

PASSAGEWAY PL

RAINBOW VIEW DR
NAVAHO

LAKEFRONT DR

CONEJO VIEW DR

BALKINS DR

LUIS DR

OVERFALL DR

KNIGHT DR

BERTRAND DR

RUSSELL RANCH RD

VILLAGE SCHOOL RD

M DI DLE CREST DR

RAINBOW HILL RD

DOROTHY DR

E LAKESHORE DR

VIA AMISTOSA

SOFTWIND WY

SANDTRAP DR HEMPSTEAD DR

FALLVIEW RD

WILLOW LN

MEDFIELD ST

SIERRA CREEK RD

LYNN LN

CASTLEHILL DR

CREST DR

AUBURN AV

EASTERLY RD

MARK CT

MAINSAIL CIR

LAKE CREST DR

WESTHAVEN DR

BUFFWOOD PL
HOPI

REDCOAT LN

RUSTIC OAK DR

LEAFLOCK AV

MEDEA MESA RD

LAPWORTH DR

TENNEYSON DR

RIDGEBROOK DR

LEEWARD CIR

JANLOR DR

ONE GTE PL

SUNSET DR

MICAELA DR

ALAN DR

SALERNO DR

BAYSHORE DR

CIRCLE DR

TOPSAIL CIR

NORTHSHORE LN
ROCK
TREE
DR

LITTLEJOHN LN

RIDGEWAY DR

MALIBU DR

GLENBRIDGE RD

SHILOH RANCH RD

PENROD DR

SILVER CREEK RD

LANDINO
DR
KIOWA

CORSA AV

CALETA RD

FRANCISCA WY

MICHELLE DR

W WASATCH CT

SAILVIEW LN

HACKERS LN

FENWORTH
CT

WILLOWTREE DR

SILVER VALLEY AV

STONEYBROOK LN

CAREFUL AV

TAMARIND ST

OAKRIM DR

UDELL MTWY

WHITESAIL CIR

KERRYHILL CT

SNOWPEAK DR
WOLSEY
CT

IMBLER CT

FERAL AV

TEMPE WY

CAPTAINS PL

BAINBROOK CT
*****
*****
*****
*****
*****
*****
*****
*****
*****

TRIUNFOCANYON
RD
*****
*****

JANLOR DR
*****
*****
*****
*****
*****
*****
*****
*****
*****
*****
*****
*****
*****
*****
*****
*****
*****
*****

FAIRVIEW PL
*****
*****
*****

VENTURA FRWY

MEDFIELD ST
***** *****
*****
*****
*****
*****
*****
*****
*****
*****
*****
*****
*****
*****
*****

LEW SI RD
*****
*****

COLODNY DR
*****
*****
*****
*****

WAGON RD
****
*
*
****
*****
*****
*****
*****
*****
*****
*****
*****
*****
*****
*****
*****
*****
*****
Legend
SMD Sanitary Sewers
Other
4 8
10 12
15 18
SMD Manholes
U Other
MH Type
!( Standard
!? Siphon
XW Trap
"‚Shallow
#* Drop
ÍP SMD Pump Satations
C+ SMD Treatment Plants
Maintained by Others:

Trunk Sewerlines
Non SMD Sanitary Sewers
!( Trunk Mh
!( Non SMD Maintained MH
SMD Operations Maps
Y0TV0506F

CCTV PROJECT
SEPTEMBER 2008
Y0TV0506F_Overview.mdx
Supervisorial District 3 & 4
City of Agoura Hills, Calabasas,
Hidden Hills, Malibu, Rancho Palos
Verdes, Westlake Village &
County Unincorporated
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts.

Los Angles County expressly disclaims any liability
for any inaccuracies which may be present in this
map. Data contained in this map is produced in
whole or part from the Thomas Bros. Maps® digital
database. This map is copyrighted, and reproduced
with permission granted, by Thomas Bros. Maps®.

PROJECT OVERVIEW MAP
ENCLOSURE 2:
x Quick Maintenance Rating Report
Priority List
x Quick Maintenance Rating Map
Item
No. QMR Start MH End MH Street Observation Corrective Action Taken 1 5148 1065-0095 1065-0091 RAINBOW CREST Deposits Hydrojet (Completed 10/22/08) 2 5100 1065-0050 1065-0049 EASEMENT by CANWOOD
and PASSAGEWAY
Deposits Hydrojet (Completed 10/22/08)
3 5100 1066-0069 1066-0068 LAKE LINDERO Dr Deposits Hydrojet (Completed 11/12/08) 4 422D 1066-0027 1065-0049 EASEMENT by CANWOOD
and REYESADOBE
Roots Rodder (Completed 10/22/08))
5 4139 1066-0010 1066-0011 CANWOOD ST Deposits Hydrojet (Completed 10/29/08) 6 4131 1065-0079 1065-0073 LAKE LINDERO Dr Deposits Hydrojet (Completed 10/22/08) 7 4131 1065-0018 1065-0019 JON DODSON Camera underwater Hydrojet (Completed 03/02/07) 8 4131 1066-0012 1066-0013 CANWOOD ST Deposits Hydrojet (Completed 10/29/08) 9 4131 1066-0008 1066-0009 LAKE CREST DR Deposits; Infiltration Weeper Hydrojet (Completed 11/12/08) 10 4121 1065-0015 1065-0019 RAINBOW CREST Camera underwater Hydrojet (Completed 10/22/08) 11 4111 1065-0197 1065-0196 WHEELHOUSE LN Deposits Hydrojet (Completed 11/12/08) Item
No. QMR Start MH End MH Street Observation
1 4111 1065-0039 1065-0345 ALDREN CT Roots in lateral
ENCLOSURE 2

QUICK MAINTENANCE RATING REPORT PRIORITY LIST
as of 08/04/06
The following line segments received a Quick Maintenance Rating of above 4000 due to the observation of Root Ball or Deposit inside the lateral connection.

CSMD does not maintain lateral lines: it is the responsibility of the parcel owner to maintain their respective lateral lines to facilitate the flow of wastewater from their property to the mainline. Therefore, these lines were not included on the Prioirty List above identified with maintenance deficiencies in need of immediate attention by CSMD.

CITY OF AGOURA HILLS (Y0TV0506F)
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AGOURA HILLS AGOURA HILLS

WESTLAKE VILLAGE WESTLAKE VILLAGE

CANWOOD ST

VENTURA FRWY

REYESADOBE RD

THOUSAND OAKS BLVD

LAKE LINDERO
DR
*****
*****

LINDERO CANYON
RD

MAINMAST DR

W RAINBOW CREST DR

PASSAGEWAY PL

RAINBOW VIEW DR

LAKEFRONT
DR

DOVETAIL DR

LUIS DR

RIDGEBROOK DR

MIDDLE CREST DR

WHEELHOUSE LN

SANDTRAP DR

ALFONSO DR

HEMPSTEAD
DR

RUSSELL RANCH RD

OVERFALL DR

ROLLING RIDGE DR

TRAIL CREEK DR

CARDOZA DR

LARBOARD LN

STONECREST DR

MARK CT

LAKE CREST DR

JANLOR DR

QUAIL RUN DR

M CI AELA DR

SALERNO DR

RIGGER RD

GREEN MEADOW DR

LOGWOOD RD

JON DODSON DR

SIENNA WY

RAINBOW HILL RD

CATARINA DR

PENROD DR

FAIRGRANGE DR

ROBLES LN

N RAINBOW CREST DR

CAPE HORN DR

SLICERS CIR

WILLOWTREE DR

MODENA PL

CEDARHAVEN DR

ALFREDO CT

EAGLEBROOK DR

WHIM DR

OAKRIM DR

GOODSPRING DR

ADELINA CT

SAINT LAURENT DR

MARSEILLE WY

SUNNYRIDGE DR

FOREST RIDGE DR

TORREPINES PL

WALFORD CT

CAPTAINS PL

OLD SALT LN

BELMONT CT

DRIFT DR
EMBER
CT

NATASHA CT

AMELIA DR

HURFORD CT

ISABELLA CT

BRIDGEWATER CT

WOODBRIAR PL

LOIRE CT

LETICIA CT

BELSIZE
PL

DAVY JONESDR

PARIS CT

ELIZABETH CT

DIANA CT

AVIGNON CT

EASTVALE CT

SEINE CT

PORTOLA
CT

EVITA CT

SAILBOAT CIR

SAINT JEAN CT

PADOVA CT
DARTCT

HARTGLEN
PL

OAKFENCT

CHERBOURG CT

MAYENNE CT

ORLEANS CT

ALDREN CT
CLERM
ONT CT

CHRISTIAN CT

MICAELA DR

VENTURA FRWY

JANLOR DR

FAIRGRANGE DR
*****
*****
***** ROBLES LN

CEDARHAVEN DR
S-1065
S-1066
S-1042
S-1043
2 2
8 7
3 1
9 4
7 3
6 5
8 4
28 59
99 81
86 43
37 84
40 92
81 15
60 82
18 28
20 11
15 18
21 53
11 31
27 36
12 22
16 57
98 12
93 68
21 34
73 80
83 29
62 49
38 10
47 91
85 51
39 25
13 32
42 88
58 65
97 61
82 53
21 70
79 61
17 17
63 33
29 35
30 83
48 26
86 14
87 78
95 19
96 44
20 55
22 20
16 24
30 23
71 64
54 75
27 69
89 45
23 55
76 10
52 24
13 26
56 50
74 94
59 25
41 62
56 90
84 67
72 57
77 66
46 19
14 22
80 348
313
686
651
219
657
200
101
396
665
160
387
314
627
332
308
131
147
103
375
391
629
180
109
426
133
369
137
190
130
119
183
351
350
716
409
702
363
111
178
146
307
322
388
705
353
693
105
390
129
649
330
392
113
625
658
378
158
628
453
186
661
589
662
419
436
624
407
127
364
655
138
302
356
204
202
361
188
344
319
327
642
706
382
345
720
688
135
306
360
653
424
410
674
742
690
161
162
739
395
354
320
170
454
341
179
420
427
707
218
647
196
422
139
316
141
425
585
675
663
102
383
672
367
193
191
639
110
171 432
393
405
666
640
328
431
347
195
326
181
121
122
678
412
700
650
418 404
401
174
433
108
136
182
684
173
434
172
411
374
645
318
184
587
303
329
194
397
315
203
311
132
142
343
370
718
631
692
656
169
630
205
201
107
408
737
304
670
358
691
143
633
187
371
664
365
652
416
145
325
673
384
124
414
120
159
106
380
117
312
199
192
100
355
659
668 309
654
176
359
301
385
428
331
389
400
423
104
641
112
417
402
368
198
703
586
415
660
126
413
648
741
342
377
715
696
671
676
114
123
376
632
719
403
177
357
346
305
118
197
435
349
185
116
429
588
324
709
699
134
125
175
189
140
704
708
386
128
217
717
626
394
373
352
694
220
115
144
372
406
310
379
1 6 5
9 682
680
713
683
221
366
455
321
687
698
685
323
681
317
701
695
677 697
644
667
679
738
714
421
643
646 669
689
Legend
SMD Sanitary Sewers
QMR
1: EXCELLENT
2: GOOD
3: FAIR
4: POOR
5: IMMEDIATE ATTENTION
SMD Manholes
U Other
MH Type
!( Standard
!? Siphon
XW Trap
"‚
Shallow
#* Drop
ÍP SMD Pump Satations
C+ SMD Treatment Plants
Maintained by Others:

Trunk Sewerlines
Non SMD Sanitary Sewers
!( Trunk Mh
!( Non SMD Maintained MH
SMD Operations Maps
CCTV Project Area

CCTV PROJECT
SEPTEMBER 2008
0506F_11x17_QMR_AGH.mdx
Supervisorial District 3

AGOURA HILLS
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts.

MAINTENANCE
RATING
(QMR)
ENCLOSURE 3:
x Quick Structural Rating Report
Priority List
x Quick Structural Rating Map
Item
No. QSR Start MH End MH Street Observation: Location Proposed Corrective Method Length of Repair (FT) 1 5231 1066-0024 1065-0069 EASEMENT by LAKE
LINDERO Dr and

CANWOOD ST
Broken and deformed: 12', 24; Lining: MH to MH 176
2 4121 1065-0118 1065-0117 MAINMAST DR Fractures: 5' Structural integrity in tact. No action needed. - 3 4100 1065-0085 1065-0086 RAINBOW CREST Fractures: 8' Lining: MH to MH 230 4 4100 1065-0196 1065-0195 WHEELHOUSE LN Fracture: 1' Structural integrity in tact. No action needed. - ENCLOSURE 3

QUICK STRUCTURAL RATING REPORT PRIORITY LIST
as of 08/04/06
CITY OF AGOURA HILLS (Y0TV0506F)
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AGOURA HILLS AGOURA HILLS

WESTLAKE VILLAGE WESTLAKE VILLAGE

CANWOOD ST

VENTURA FRWY

REYESADOBE RD

THOUSAND OAKS BLVD

LAKE LINDERO
DR
*****
*****

LINDERO CANYON
RD

MAINMAST DR

W RAINBOW CREST DR

PASSAGEWAY PL

RAINBOW VIEW DR

LAKEFRONT
DR

DOVETAIL DR

LUIS DR

RIDGEBROOK DR

MIDDLE CREST DR

WHEELHOUSE LN

SANDTRAP DR

ALFONSO DR

HEMPSTEAD
DR

RUSSELL RANCH RD

OVERFALL DR

ROLLING RIDGE DR

TRAIL CREEK DR

CARDOZA DR

LARBOARD LN

STONECREST DR

MARK CT

LAKE CREST DR

JANLOR DR

QUAIL RUN DR

M CI AELA DR

SALERNO DR

RIGGER RD

GREEN MEADOW DR

LOGWOOD RD

JON DODSON DR

SIENNA WY

RAINBOW HILL RD

CATARINA DR

PENROD DR

FAIRGRANGE DR

ROBLES LN

N RAINBOW CREST DR

CAPE HORN DR

SLICERS CIR

WILLOWTREE DR

MODENA PL

CEDARHAVEN DR

ALFREDO CT

EAGLEBROOK DR

WHIM DR

OAKRIM DR

GOODSPRING DR

ADELINA CT

SAINT LAURENT DR

MARSEILLE WY

SUNNYRIDGE DR

FOREST RIDGE DR

TORREPINES PL

WALFORD CT

CAPTAINS PL

OLD SALT LN

BELMONT CT

DRIFT DR
EMBER
CT

NATASHA CT

AMELIA DR

HURFORD CT

ISABELLA CT

BRIDGEWATER CT

WOODBRIAR PL

LOIRE CT

LETICIA CT

BELSIZE
PL

DAVY JONESDR

PARIS CT

ELIZABETH CT

DIANA CT

AVIGNON CT

EASTVALE CT

SEINE CT

PORTOLA
CT

EVITA CT

SAILBOAT CIR

SAINT JEAN CT

PADOVA CT
DARTCT

HARTGLEN
PL

OAKFENCT

CHERBOURG CT

MAYENNE CT

ORLEANS CT

ALDREN CT
CLERM
ONT CT

CHRISTIAN CT

MICAELA DR

VENTURA FRWY

JANLOR DR

FAIRGRANGE DR
*****
*****
***** ROBLES LN

CEDARHAVEN DR
S-1065
S-1066
S-1042
S-1043
2 2
8 7
3 1
9 4
7 3
6 5
8 4
28 59
99 81
86 43
37 84
40 92
81 15
60 82
18 28
20 11
15 18
21 53
11 31
27 36
12 22
16 57
98 12
93 68
21 34
73 80
83 29
62 49
38 10
47 91
85 51
39 25
13 32
42 88
58 65
97 61
82 53
21 70
79 61
17 17
63 33
29 35
30 83
48 26
86 14
87 78
95 19
96 44
20 55
22 20
16 24
30 23
71 64
54 75
27 69
89 45
23 55
76 10
52 24
13 26
56 50
74 94
59 25
41 62
56 90
84 67
72 57
77 66
46 19
14 22
80 348
313
686
651
219
657
200
101
396
665
160
387
314
627
332
308
131
147
103
375
391
629
180
109
426
133
369
137
190
130
119
183
351
350
716
409
702
363
111
178
146
307
322
388
705
353
693
105
390
129
649
330
392
113
625
658
378
158
628
453
186
661
589
662
419
436
624
407
127
364
655
138
302
356
204
202
361
188
344
319
327
642
706
382
345
720
688
135
306
360
653
424
410
674
742
690
161
162
739
395
354
320
170
454
341
179
420
427
707
218
647
196
422
139
316
141
425
585
675
663
102
383
672
367
193
191
639
110
171 432
393
405
666
640
328
431
347
195
326
181
121
122
678
412
700
650
418 404
401
174
433
108
136
182
684
173
434
172
411
374
645
318
184
587
303
329
194
397
315
203
311
132
142
343
370
718
631
692
656
169
630
205
201
107
408
737
304
670
358
691
143
633
187
371
664
365
652
416
145
325
673
384
124
414
120
159
106
380
117
312
199
192
100
355
659
668 309
654
176
359
301
385
428
331
389
400
423
104
641
112
417
402
368
198
703
586
415
660
126
413
648
741
342
377
715
696
671
676
114
123
376
632
719
403
177
357
346
305
118
197
435
349
185
116
429
588
324
709
699
134
125
175
189
140
704
708
386
128
217
717
626
394
373
352
694
220
115
144
372
406
310
379
1 6 5
9 682
680
713
683
221
366
455
321
687
698
685
323
681
317
701
695
677 697
644
667
679
738
714
421
643
646 669
689
Legend
SMD Sanitary Sewers
QSR
1: EXCELLENT
2: GOOD
3: FAIR
4: POOR
5: IMMEDIATE ATTENTION
SMD Manholes
U Other
MH Type
!( Standard
!? Siphon
XW Trap
"‚
Shallow
#* Drop
ÍP SMD Pump Satations
C+ SMD Treatment Plants
Maintained by Others:

Trunk Sewerlines
Non SMD Sanitary Sewers
!( Trunk Mh
!( Non SMD Maintained MH
SMD Operations Maps
CCTV Project Area

CCTV PROJECT
SEPTEMBER 2008
0506F_11x17_QSR_AGH.mdx
Supervisorial District 3

AGOURA HILLS
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts.

STRUCTURAL
RATING
(QSR)
ENCLOSURE 4:

Infrastructure Inspection Reports
for Grades 4 and 5
111/q41111
National Plant Services, INC.
1461 Harbor Avenue
Long Beach, CA 90813-2741
Tel: (800) 445-3614, Fax: (562) 495-1528
Inspection report
Date:
20060731
P,O.#:

YOTV056E
Weather:
1 Dry
Surveyed By:

Anthony Hernandez
section number:
779
PSR:
33925
Total Pipe Length:
176.00
Survey Customer:

LACDPW
System Owner:

ZLAS
Clean Date: Pre-Cleaned:

J Jetting
Map Grid #:
1066
Street: LAKE LINDERO Dr
City: ZLAS
Location Code: C Light Highway
Flow Control: N Not Controlled
Year Renewed
Tape/Media #: A004
Start MK 1066-0024
End MH: 1065-0069
Total length surveyed: 24.7 ft
Purpose: F Routine Assessment Dia/Height: C Circular 8/8 Use: SS Sanitary Material: VCP Vitrified Clay Pipe Pipe Joint length:

Lining:

Drain. Area 1066 Category:

Comment:

Location details: CANWOOD ST
1:75 position observation MPEG photo grade
66-0024 0.00 Manhole, within 8 inch: NO, Remarks: 1066-0024 00:01:07 630

2.50 Roots Fine Joint, from 4 to 8 o'clock, within 8 inch: YES 00:02:04 631

2.50 Crack Circumferential, from 3 to 5 o'clock, within 8 inch: YES 00:02:37 632

2.50 Crack Longitudinal, at 9 o'clock, within 8 inch: YES 00:03:09 633

2.50 Crack Circumferential, from 6 to 8 o'clock, within 8 inch: YES 00:03:43 634

4.90 Water Level, 10 %, within 8 inch: NO 00:04:08 635

7.30 Crack Multiple, from 7 to 5 o'clock, within 8 inch: NO 00:04:35 636 7 70 Roots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES 00:5:10 637 1 12.40 Broken, from 7 to 5 o'clock, within 8 inch: YES 00:06:26 638 S 5

23.50 Crack Longitudinal, at 8 o'clock, within 8 inch: NO 00:07:20 639 24,20 Abandoned Survey, within 8 inch: NO, Remarks: DUE TO BROKEN PIPE 00:11:05 640

QSR QMR SPR MPR OPR SPRI MPRI OPRI
5100 0000 5 0 5 5 0 5
YOTV0506F_v7.mdb // page: 1
Date
20060720
Total Pipe Length:
295.00
National Plant Services, INC.
1461 Harbor Avenue
Long Beach, CA 90813-2741
Tel' (800) 445-3614, Fax (562) 495-1528
Inspection report
P0 #
YOTV0506F
Weather:
1 Dry
Surveyed By
Gilbert Contreras
section number:
984
PSR:
33857
Survey Customer:

LACDPW
System Owner.

AGH
Clean Date: Pre-Cleaned:

J Jetting
Map Grid #:
1065
Street: MAINMAST DR
City: AGH
Location Code: C Light Highway
Flow Control: N Not Controlled
Year Renewed
Tape/Media #: G012
Start MH: 1065-0118
End MH: 1065-0117
Total length surveyed: 355.7 ft
Purpose: F Routine Assessment Dia/Height: C Circular 8/8 Material: VCP Vitrified Clay Pipe Pipe Joint length: 5.0 Use SS Sanitary Lining:

Drain, Area: 1065 Category:

Comment:

Location details: Lake Lindero Dr
1:875 position observation MPEG photo grade
65-0118 0.00 Manhole, within 8 inch: NO, Remarks: 1065-0118 00:00:45 2209

3.00 Fracture Multiple, from 7 to 5 o'clock, within 8 inch: NO 00:01:58 2210

8.00 Water Level, 10%, within 8 inch: NO 00:02:47 2211

8.80 Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO 00:3:10 2212

20.90 Alignment Left, within 8 inch: NO 00:03:54 2213
—\ 43.10 Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO 00:04:54 2214

69.10 General Observation, within 8 inch: NO, Remarks: joint length 5' 00:06:21 2215

80.50 Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO 00:07:01 2216 118.80 Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO 00:08:42 2217 147.40 Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO 00:1003 2218 165.80 Tap Break-in Active, at 3 o'clock, 4", within 8 inch: NO 00:11:07 2219 180.40 Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO 00:12:01 2220 I 203.50 Tap Factory Active, at 9 o'clock, 4", within 8 inch: NO 00:13:12 2221 216.10 Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO 0014:05 2222 259.80 Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO 00:15:51 2223 __.------------ 287.70 Tap Factory Active, at 9 o'clock, 4", within 8 inch: NO 00:17:19 2224 300.80 Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO 00:18:13 2225 344.10 Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO 00:20:06 2226 351.60 Fracture Circumferential, from 7 to 6 o'clock, within 8 inch: NO 00:21:06 2227 351.80 Tap Factory Active, at 9 o'clock, 4", within 8 inch: NO 00:21:27 2228 355.70 Vermin Cockroach, within 8 inch: NO 00:22:26 2229 65-011 355.70 Manhole, within 8 inch: NO, Remarks: 1065-0117 00:22:49 2230 QSR OnAR SPR MPR OPR SPRI MPRI OPRI
0000 0000 0 0 0 0 0 0
YOTV0506F_v7.mdb // page: 1
National Plant Services, INC.
...,1 it 1 a: ... u
1461 Harbor Avenue
Long Beach, CA 90813-2741
Tel: (800) 445-3614, Fax: (562) 495-1528
Inspection report
Date:
20060720
P.O.#:

YOTV0506F
Weather:
1 Dry
Surveyed By:

Gilbert Contreras
section number
989
PSR:
33825
Total Pipe Length:
230.00
Survey Customer:

LACDPW
System Owner:

AGH
Clean Date: Pre-Cleaned:

J Jetting
Map Grid #:
1065
Street: RAINBOW CREST
City: AGH
Location Code: C Light Highway
Flow Control: N Not Controlled
Year Renewed
Tape/Media #: G012
Start MH: 1065-0085
End MH: 1065-0086
Total length surveyed: 208.4 ft
Purpose: F Routine Assessment Dia/Height: C Circular 8/8 Use: SS Sanitary Material: VCP Vitrified Clay Pipe Pipe Joint length: 5.0 Lining:

Drain. Area: 1065 Category:

Comment:

Location details: Rigger Rd
1:525 position observation MPEG photo grade
1 , 65-0085 0.00 Manhole, within 8 inch: NO, Remarks: 1065-0085 00:00:43 2275

3.00 Alignment Left, within 8 inch: NO 00:01:32 2276

8.00 Water Level, 10%, within 8 inch: NO 00:02:16 2277

10.00 Fracture Multiple, from 12 to 5 o'clock, within 8 inch: YES 00:03:21 2278 --\-,. 31.30 Tap Factory Active, at 9 o'clock, 4", within 8 inch: NO 00:04:23 2279 34 10 Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO 00:04:51 2280

92.50 Tap Factory Active, at 9 o'clock, 4", within 8 inch: NO 00:0653 2281

92.. 50 Roots Medium Lateral, at 9 o'clock, 20 %, within 8 inch: NO 00:07:16 2282 Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO 00:07:46 2283

96.80 Water Level, 20 'Y., within 8 inch: NO 00:08:09 2284 -------\_ 126.70 General Observation, within 8 inch: NO, Remarks: joint length 5' 00:09:27 2285 153.90 Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO 00:10:30 2286 ------------.„ 156.30 Tap Factory Active, at 9 o'clock, 4", within 8 inch: NO 00:11:01 2287 203.60 Water Level, 10%, within 8 inch: NO 00:12:43 2288 207.00 Deposits Settled Compacted, from 5 to 7 o'clock, 10%, within 8 inch: NO 00:13:12 2289 Deposits Settled Compacted, from 3 to 5 o'clock, 15%, within 8 inch: YES 00:13:47 2290 <
208.30
208.40 Abandoned Survey, within 8 inch: NO, Remarks: completes inspection of e 00:14:25 2291

QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 0000 0 0 0 0 0 0
YOTV0506F_v7.mdb // page: 1
1461 Harbor Avenue
Willi
National Plant Services, INC.

Long Beach, CA 90813-2741
Tel: (800) 445-3614, Fax: (562) 495-1528
Inspection report
Date:
20060714
P.0.#:

YOTV056E
Weather:
1 Dry
Surveyed By:

Anthony Hernandez
section number
738
PSR:
33701
Total Pipe Length:
271.00
Survey Customer:

LACDPW
System Owner:

ZLAS
Clean Date: Pre-Cleaned:

J Jetting
Map Grid #:
1065
Street: WHEELHOUSE LN
City: ZLAS
Location Code: C Light Highway
Flow Control: N Not Controlled
Year Renewed
Tape/Media #: A001
Start MH: 1065-0196
End MH: 1065-0195
Total length surveyed: 273.7 ft
Purpose: F Routine Assessment Dia/Height: C Circular 8/8 Use: SS Sanitary Material: VCP Vitrified Clay Pipe Pipe Joint length:

Lining:

Drain. Area: 1065 Category:

Comment:

Location details: RAINBOW VIEW
1:675 position observation MPEG photo grade
65-0196 0.00 Manhole, within 8 inch: NO, Remarks: 1065-0196 00:0057 175

1.00 Fracture Multiple, from 8 to 4 o'clock, within 8 inch: NO 00:02:52 176

1.30 lnfil Weeper, from 2 to 2 o'clock, within 8 inch: NO 00:03:27 177

7.00 S2 Deposits Attached Encrustation, from 7 to 5 o'clock, 5%, within 8 inch: NO, 00:0530 178 Start

7.00 51 Deposits Attached Grease, from 5 to 7 o'clock, 5 %, within 8 inch: NO, Start 00:05:09 179

7.00 Water Level, 5 %, within 8 inch: NO 00:05:50 180

17.10 General Observation, within 8 inch: NO, Remarks: PIPE JOINT LENGTH 5 00:06:48 181 1 23.00 Tap Factory Active, at 9 o'clock, 6", within 8 inch NO 000739 182 Tap Factory Active, at 3 o'clock, 6", within 8 inch NO 00:08:11 183 Tap Factory Active, at 3 o'clock, 6", within 8 inch NO 00:09:45 184 Tap Factory Active, at 9 o'clock, 6", within 8 inch NO 00:10:44 185

30.70 78.70
101.30
----------\_ 134.00 Tap Factory Active, at 9 o'clock, 6", within 8 inch NO 00:11:57 186 1 171.90 Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO 00:13:15 187 206.60 Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO 00:14:53 188 ...._ 208.50 Alignment Right, within 8 inch: NO 00:15:30 189 209.60 Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO 00:15:47 190 242.60 Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO 00:16:53 191 269.80 F2 Deposits Attached Encrustation, from 7 to 5 o'clock, 5%, within 8 inch: NO, 00:18:12 192 End
269.80 F1 Deposits Attached Grease, from 5 to 7 o'clock, 5%, within 8 inch: NO, End 00:17:53 193 1 65-0195
-------___ 273.70 Manhole, within 8 inch: NO, Remarks: 1065-0195 00:19:42 194

QSR OMR SPR MPR OPR SPRI MPRI OPRI
0000 0000 0 0 0 0 0 0
YOTV0506F_v7.mdb // page: 1
ENCLOSURE 5:

CCTV Sewer Inspection
Project Schedule
Agoura Hills CCTV PROJECT SCHEDULE
FISCAL YEAR YARD SUP 01ST PROJECT NAME UNSTOP)*
2005-2006 S 3 YOTV0506F 29,407
2009-2010 S 3 3_1 160,618
2014-2015 S 3 3_2 97,132
TOTAL 1M 287,157
TOTAL RI= 54
* Approximate length as of July 2005, actual project length may vary.

GAIL FARBER, Director
July 9, 2013
♦. `
DEPARTMEl~T OF PUBLIC WORKS
Mr. Ramiro Adeva
Direcfor of Public Works
City of Agoura Hills
30001 Ladyface Court
Agoura Hills, CA 91301
"To Enrich Lives Through Effective and Caring Service"
900 SOUTH FREMONT AVENUE
ALHAMBRA, CALIFORNIA 91803-1331
Telephone: (626)458-5100
http://dpw.lacounty.gov ADDRESS ALL CORRESPONDENCE TO:

P.O. BOX 1460
ALHAMBRA, CALIFORNIA 91802-1460
Attention Ms. Charmaine Yambao
Dear Mr. Adeva:

CONSOLIDATED SEWER MAINTENANCE DISTRICT

CONDITION ASSESSMENT PROGRAM REPORT
PROJECT NO. YOTV0910A

IN REPLY PLEASE
REFER TO FILE: SM-1
This letter is to inform you that as part of our Sewer Condition Assessment Program, the County of Los Angeles Department o~ Public Works Consolidated Sewer Maintenance District has completed the closed-circuit television inspection of 157,231 feefi or

55.5 percent of the City of Agoura Hills' sewer system.

The enclosed report outlines the sfiructural and maintenance ratings of your system based on the Pipeline Assessment and Certification Program's (PACP Version 6.0.1) rating methodology. Included in the report are fihe following:
• Condition Assessment Report
• Project Overview Map (Enclosure 1)
• Quick Maintenance Rating Report Priority List and Quick Maintenance Rating Map (Enclosure 2)
• High Water Levels List and Map (Enclosure 2)
• Infiltration List and Map (Enclosure 2)
s Quick Structural Rating Report Priority List, Quick Structural Rating Map, and Lining Projects Map (Enclosure 3)
o Infrastructure Inspection Reports for Grades 4 and 5 (Enclosure 4) Nir. Ramiro Adeva
July 9, 2013

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The Condition Assessment Report provides details regarding the maintenance and structural condition of your City's sewer mainlines. This information should be included in your agency's Sewer System Managemenfi Plan as a reference in Chapter 8.0 System Evaluation and Capacity Assurance Plan. The segments with critical maintenance issues have been cleaned and, where appropriate, incorporated infio our enhanced maintenance schedule for continued monitoring. In addition, the segmenfis with severe structural defects have either been repaired or will be scheduled for repair as part of our ongoing Accumulative Capital Outlay Program.

If you have any questions regarding this report or fihe Condition Assessment Program, please contact Mr. Robert Swartz, Sewer Maintenance Division, at (626) 300-3367, Monday through Friday, 8 a.m. to 4 p.m., or [email protected].

Very truly yours,

GAIL FARBER
Director of Public Works

RAJESH PATEL
Assistant Deputy Director
Sewer Maintenance Division
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CONDITION ASSESSMENT REPORT

COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS

CONSOLIDATED SEWER MAINTENANCE DISTRICT
PROJECT NAME: Y0TV0910A PROJECT MGR: Eric Liu
PROJECT DATE: 07/21/2010 CONTACT NO: (626) 300-3369
SUP. DISTRICT(s): 3 MAP PAGE(S): 1065, 1066, 1090, 1091 Report By: Eric Liu Report Date: 06/06/2013

INTRODUCTION
As part of our Sewer Condition Assessment Program, the County of Los Angeles Department of Public Works Consolidated Sewer Maintenance District (District) has completed the closed-circuit television (CCTV) inspection of 157,231 feet or

55.5 percent of the City of Agoura Hills’ (City) sewer system as part of this condition assessment report.

To date, the District has completed the CCTV inspection of 186,638 feet or 65.9 percent of the City’s sewer system. In addition to this report, one previous condition assessment report dated December 9, 2008, was transmitted to your City. A copy of this report can also be found on the District’s website at http://dpw.lacounty.gov/smd/cctv/city/. The remaining 34.1 percent of the City’s sewer system is scheduled for CCTV inspection in Fiscal Year 2013-14.

The Sewer Condition Assessment Program utilizes the Pipeline Assessment and Certification Program (PACP Version 6.0.1) Quick Rating methodology to rank the structural and maintenance condition of your system based on industry standards.

PROJECT AREA AND DESCRIPTION
Project No. Y0TV0910A included sewer lines located in the unincorporated County of Los Angeles and in the Cities of Agoura Hills, Rancho Palos Verdes, Rolling Hills Estates, and Westlake Village. Enclosed for your reference is an overview map of the project area within your City (Enclosure 1).

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DEFECT GRADE DESCRIPTION
The Quick Rating indicates the number of occurrences for the highest severity grade for each pipe segment for either maintenance or structural defects. A grade of 1 indicates that a pipe segment is in excellent condition with minor defects while a grade of 5 indicates that a pipe segment may require immediate attention. A detailed breakdown of the five possible defect grades is as follows:

Grade Defect Grade Description
1: MINOR
2: MINOR TO MODERATE
3: MODERATE
4: SIGNIFICANT
5: MOST SIGNIFICANT

MAINTENANCE REPORT
Our inspection revealed that approximately 86.2 percent of the system televised was free of blockages or restrictions that would impede sewer flows. However, the remaining 13.8 percent of the inspected pipe segments within the City area had a PACP maintenance grade of 3, 4, or 5 as indicated in the Quick Maintenance Rating Table shown below. These segments have been incorporated into our enhanced maintenance schedule with corrective action taken as noted on the Quick Maintenance Rating Report Priority List (Enclosure 2).

In addition, a color-coded map showing the quick maintenance rating for each pipe segment is provided in Enclosure 2.

QUICK MAINTENANCE RATING TABLE
DEFECT
GRADE
PIPE
LENGTH
(FT)

PERCENT TOTAL

INSPECTED PIPE
LENGTH
NO. SEGMENTS
1: Minor 99,110 63.0 453
2: Minor to Moderate 36,460 23.2 159
3: Moderate 11,176 7.1 48
4: Significant 7,702 4.9 39
5: Most Significant 2,783 1.8 16
TOTAL 157,231 100.0 715

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Lateral Notices
Also included on the Quick Maintenance Rating Report Priority List are deficiencies discovered inside lateral connections to the mainline. The District does not maintain lateral lines. It is the responsibility of the property owner to maintain their respective lateral lines to facilitate the flow of wastewater from their property to the mainline.

As a result of this condition assessment, 4 notices will be sent to property owners in your City notifying them of the maintenance issues discovered in their lateral. A sample lateral notice letter is provided in Enclosure 2 for your reference.

High Water Levels
Our inspection revealed that approximately 97.5 percent of the system televised has adequate capacity. Approximately 2.5 percent of the segments inspected exhibited deficiencies associated with high water levels. Capacity of the sewer pipe can be determined by analyzing several PACP codes, including Water Level, Water Mark, and miscellaneous remarks, which indicated the camera was underwater or there were sags in the line. A sewer pipe is typically considered at capacity when the sewer pipe is flowing half full. However, there are conditions in which the water level or water mark has reached 50 percent of capacity or greater due to heavy flows in adjoining pipes, a temporary stoppage due to debris in the sewer lines, or a sag in the line. Therefore, additional review of the pipe segments exhibiting high water level concerns was conducted to determine if any capacity issues exist. The sewer segments associated with high water levels appear to be the result of sags in the line, which do not impact its capacity. The pipe segments with sags have been cleaned to remove any debris in the lines.

All sewer pipes where Water Level, Water Mark, and miscellaneous remarks of camera underwater or sags in the line are at or above 50 percent capacity, have been listed and analyzed on the High Water Level Table in Enclosure 2. The nature of these high water level conditions is also summarized on this table.

Infiltration
Our inspection revealed that approximately 4.2 percent of the system included in this project has infiltration within the pipe segment. Infiltration is the ingress of groundwater into the sewers through a defect or porous area of the pipe wall. All sewer pipes where infiltration was found are listed on the Infiltration Table (Enclosure 2). This table also provides the proposed corrective action for these impacted sewer segments.

If a corrective method is proposed, the remediation will be scheduled in the next 24 months as part of our ongoing Accumulative Capital Outlay Program.

A map showing the sewer lines with high water levels and infiltration is provided in Enclosure 2.

Page 4 of 4 ends

STRUCTURAL REPORT
Our inspection revealed that approximately 98.8 percent of the inspected pipe segments within the City were free of severe structural defects. The remaining 1.2 percent of the inspected pipe segments had a PACP structural grade of 4 and 5 as indicated in the Quick Structural Rating Table shown below. These segments have been placed on a priority list based on the severity and the need for action. For Items 1 through 6 in the Quick Structural Rating Report Priority List (Enclosure 3), which require a corrective action, the proposed repair or replacement will be scheduled in the next 24 months as part of our ongoing Accumulative Capital Outlay Program.

A color-coded map showing the Quick Structural Rating for each pipe segment is located in Enclosure 3. Copies of the actual inspection report for these 6 segments are included in Enclosure 4. A map showing the sewer lines that need lining is also provided in Enclosure 3.

QUICK STRUCTURAL RATING TABLE
DEFECT
GRADE
PIPE
LENGTH
(FT)

PERCENT TOTAL

INSPECTED PIPE
LENGTH
NO. SEGMENTS
1: Minor 150,331 95.6 686
2: Minor to Moderate 5,041 3.2 20
3: Moderate 579 0.4 3
4: Significant 391 0.2 2
5: Most Significant 889 0.6 4
TOTAL 157,231 100.0 715

FUTURE PROJECTS
The Sewer Condition Assessment Program will perform CCTV inspections of the remaining sewer lines within the City according to the following schedule:

FISCAL YEAR PROJECT
NAME
LENGTH
(FT)

PERCENTAGE

OF SYSTEM STATUS
2005-2006 Y0TV0506F 29,407 10.4 COMPLETED
2009-2010 Y0TV0910A 157,231 55.5 COMPLETED
2013-2014 Y0TV1314A 96,600 34.1 FUTURE
TOTAL 283,238 100.0
ENCLOSURE 1:

Project Overview Map
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Agoura Hills
Westlake Village
Unincorporated

AGOURA RD

KANAN RD

VENTURA FRWY

CANWOOD ST

THOUSAND OAKS BLVD
*****

REYES ADOBE RD

LARO DR

LAKE LINDERO DR

ROADSIDE DR

LINDERO CANYON RD

CORNELL RD

GREY ROCK RD

CARELL AV

FOUNTAINWOOD ST

HILLRISE DR

QUAIL RUN DR

DOVETAIL DR

DRIVER AV

FOREST COVE LN

ACADIA AV

ARGOS ST

E THOUSAND OAKS BLVD

TIMBERLANE ST

EAGLETON ST

W RAINBOW CREST DR

RUSTLING OAKS DR

KIMBERLY DR

CLEVELAND DR

MAINMAST DR

CALMFIELD AV

SHADYCREEK DR

PISCES ST

TRAILWAY LN

DERRY AV

WOODBROOK DR

ARIES ST

PASSAGEWAY PL

RAINBOW VIEW DR

LAKEFRONT DR

CONEJO VIEW DR

LUIS DR

VIA COLINAS

OVERFALL DR

OAK CREEK LN

BERTRAND DR

RUSSELL RANCH RD
MIDDLE
CREST
DR

RAINBOW HILL RD
DOLE
DR

OAK CREST DR

WHEELHOUSE LN

CALABRIA

SOFTWIND WY

SANDTRAP DR

ALFONSO DR

HEMPSTEAD
DR

ROLLING RIDGE DR

VEJAR DR

TRAIL CREEK DR

MEADOW VISTA WY

LA BAYA DR

HEDGEWALL DR

CASTLEHILL DR

CATARINA
DR

EASTERLY RD
US-101 N EXIT 39

CARDOZA DR

LARBOARD LN

STONECREST DR

QUEENS WY

MARK CT

LAKE CREST DR

BUFFWOOD PL

RISTA DR

REDCOAT LN

BLAIR PL

TENNEYSON
DR

RIDGEBROOK DR

JANLOR DR

BARRAGAN ST

MICAELA DR

CLARETON DR

SALERNO DR

RIGGER RD

AQUARIUS AV

GREEN MEADOW
DR

CANTERBURY DR

LOGWOOD RD

SIENNA WY

COLINA VISTA ST

JON DODSON DR

FLINTLOCK LN

OAKPATH DR
ROCK

TREE DR

MEDEA VALLEY DR

WEEPING WILLOW DR

ROBLES LN

RIDGEWAY
DR

DEEP SHADOW DR

PENROD DR

SKYVIEW WY

LANDINO DR

FAIRGRANGE DR

CORSA AV

CALETA RD

MEDFIELD ST

IRONWOOD DR
LAKE
NADINE
PL

DAYLIGHT DR

MICHELLE DR

N RAINBOW CREST DR

WOODCREEK CT

HERITAGE
DR

CAPE HORN DR

LADYFACE CT

DUNEGAL CT

SLICERS CIR

HACKERS LN

KERRMOOR DR

WILLOWTREE DR

MODENA PL

CEDARHAVEN DR

SILVER VALLEY AV

ACACIA GLEN ST

KINGHAM CT

EAGLEBROOK DR

ACANTHUS CT
US-101 N EXIT 38

ADELINA CT

MARLIES ST

GERMANIA CT

MACADAM
CT

TORREPINES PL

SADDLEBROOK DR

WALFORD CT

MEADOW HAVEN DR

GREEN GRASS CT
C
US-101 S EXIT 38

APTAINS PL

FAIRHAVEN
CT

BARDELL DR

QUAINT ST

OLD SALT LN

BELMONT CT

GREENBRIAR CT

WINDSONG LN

MEDEA LN

IDLE DR

FRESHWATER DR

DARGAN ST

NATASHA CT

GARNET HILL CT

CANMORE ST

MISTY CT

CORNELL WY

LETICIA CT

DEERVIEW CT

BELSIZE
PL

BAINBRIDGE
CT
*****
*****

MEDFIELD ST
*****

QUAIL RUN DR
*****
*****

CEDARHAVEN DR

CANWOOD ST

JANLOR DR
*****
*****
*****

VENTURA FRWY
*****
*****
*****
*****
*****
*****
*****
*****
*****
*****
*****
N-1065
N-1066
N-1090
N-1091
N-1042
N-1043
Legend
SMD Sanitary Sewers
SMD Sanitary Sewers
SMD Manholes
!U Other
Manhole Type
!( Standard
#* DROP
"±
Shallow
XW Trap
!? Siphon
ÍP SMD Pump Stations
Q3 SMD Treatment Plants
Maintained by Others:

Trunk Sewerlines
Non SMD Sanitary Sewers
!( Non SMD Maintained MH
SMD Operations Maps

CCTV PROJECT AREA

OVERVIEW MAP
JUNE 2013
0 560 1,120 1,680 2,240
Feet
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts.

AGOURA HILLS

CCTV PROJECT
Y0TV0910A
ENCLOSURE 2:
 Quick Maintenance Rating Report
Priority List
 Quick Maintenance Rating Map
 High Water Levels
 Infiltration
 High Water Levels and Infiltration Map
 Sample Lateral Notice Letter
Item No. QMR Start MH End MH Street Observation Corrective Action Taken 1 523C 1066-0029 1066-0030 EASEMENT Roots; infiltration runner Hydro (05/24/2013) Lining: MH to MH 2 5141 1065-0183 1065-0182 RAINBOW VIEW DR Deposit in MH 182; grease in lateral Hydro (10/29/2012) Lateral notice will be sent to property owner. 3 5141 1065-0533 1090-0365 FOUNTAINWOOD ST Camera underwater Hydro (12/17/2012) 4 5141 1065-0629 1065-0628 EASEMENT Deposit; infiltration runner Hydro (12/21/2012) CSMD will repair MH. 5 5131 1090-0207 1090-0208 ROCK CREEK RD Deposit; infiltration dripper Hydro (12/07/2012) 6 512S 1065-0260 1090-0208 TRAILWAY LN Deposit; deposit in MH 208 Hydro (07/23/2012) 7 512O 1065-0182 1065-0181 RAINBOW VIEW DR Deposit; grease in lateral Hydro (10/29/2012) Lateral notice will be sent to property owner. 8 512C 1090-0314 1090-0204 EASEMENT Deposit Hydro (12/07/2012) 9 512A 1065-0180 1065-0181 RAINBOW VIEW DR Deposit in MH 181 Hydro (10/29/2012) 10 5100 1065-0203 1065-0204 SAND TRAP DR Heavy deposit; debris in MH 204 Hydro (12/14/2012) 11 5100 1065-0268 1065-0269 Private Rd Debris in MH 269 Hydro (07/23/2012) 12 5100 1065-0374 1065-0375 WALFORD CT Deposit; deposit in MH 375 Hydro (12/14/2012) 13 5100 1065-0400 1065-0399 OAKVISTA CT Deposit; deposit in MH 400 Hydro (12/14/2012) 14 5100 1065-0528 1065-0527 FOUNTAINWOOD ST Obstacle; debris; camera underwater Hydro (12/17/2012) 15 5100 1090-0052 1090-0053 HOLLOW OAK CT Deposit; debris; infiltration runner Hydro (12/07/2012) Sectional Liner (Completed 08/22/11) 16 5100 1090-0340 1090-0341 BUFFWOOD PL Infiltration runner CSMD will repair MH. 17 4C26 1065-0392 1065-0391 LANGFIELD CT Camera underwater Hydro (12/14/2012) 18 4B2J 1090-0168 1090-0170 CALMFIELD AV Camera underwater Hydro (12/07/2012) 19 4922 1065-0447 1065-0456 MEADOWMIST WY Camera underwater Hydro (12/14/2012) 20 4221 1065-0579 1065-0573 EDINBURGH CT Infiltration runner CSMD will repair MH. 21 4135 1090-0354 1090-0353 LARO DR Camera underwater Hydro (12/07/2012) 22 4134 1065-0431 1065-0392 THOUSAND OAKS BV Camera underwater Hydro (12/14/2012) 23 4134 1065-0532 1065-0533 FOUNTAINWOOD ST Camera underwater Hydro (12/17/2012) 24 4131 1065-0184 1065-0183 RAINBOW VIEW DR Deposit in MH 183 & MH 184 Hydro (10/29/2012) 25 4131 1065-0718 1065-0717 RAINBOW HILL RD Deposit in MH 717; infiltration dripper Hydro (12/10/2012) 26 4131 1090-0043 1090-0044 EASEMENT Infiltration dripper No action needed. 27 412J 1065-0028 1065-0027 CEDARHAVEN DR Infiltration runner Lining: MH to MH 28 412E 1090-0355 1090-0354 LARO DR Deposit near MH 354 Hydro (12/07/2012) 29 412D 1065-0186 1065-0185 RAINBOW HILL RD Grease; infiltration runner Hydro (12/14/2012) Lining: MH to MH 30 412B 1090-0369 1090-0370 Private Rd Deposit Hydro (12/07/2012) 31 412B 1090-0364 1090-0363 FOUNTAINWOOD ST Watermark No action needed. 32 412A 1065-0367 1065-0366 HURFORD CT Watermark No action needed. 33 412A 1090-0347 1090-0348 Private Rd Watermark No action needed. 34 4124 1065-0315 1065-0317 ROBLES DR Infiltration runner CSMD will repair MH. 35 4124 1090-0348 1090-0370 Private Rd Infiltration runner CSMD will repair MH. 36 4123 1065-0317 1065-0319 ROBLES DR Infiltration runner CSMD will repair MH. 37 4122 1065-0023 1065-0024 EASEMENT Sag Hydro (12/21/2012) 38 4122 1066-0048 1066-0047 LADYFACE CR Deposit in MH 47 Hydro (12/10/2012) 39 4121 1065-0258 1065-0257 TRAILWAY LN Debris; rocks; debris in MH 257 Hydro (07/23/2012) ENCLOSURE 2

QUICK MAINTENANCE RATING REPORT PRIORITY LIST
CITY OF AGOURA HILLS (Y0TV0910A)
as of 07/21/10

Page 1 of 3 ends

Item No. QMR Start MH End MH Street Observation Corrective Action Taken ENCLOSURE 2

QUICK MAINTENANCE RATING REPORT PRIORITY LIST
CITY OF AGOURA HILLS (Y0TV0910A)
as of 07/21/10
40 4121 1065-0341 1065-0628 CANWOOD ST Infiltration runner CSMD will repair MH. 41 4121 1065-0555 1065-0550 FAIRHAVEN CT Infiltration runner CSMD will repair MH. 42 4121 1065-0573 1065-0572 BERTRAND DR Infiltration runner CSMD will repair MH. 43 4121 1065-0580 1065-0579 EDINBURGH CT Infiltration runner CSMD will repair MH. 44 4111 1090-0319 1090-0321 EASEMENT Alignment down No action needed. 45 4100 1065-0184 1065-0346 RAINBOW VIEW DR Deposit in MH 346 Hydro (10/29/2012) 46 4100 1065-0274 1065-0273 Private Rd Deposit near MH 273 Hydro (07/23/2012) 47 4100 1065-0574 1065-0573 BERTRAND DR Deposit in MH 573 Hydro (12/21/2012) 48 4100 1065-0612 1065-0613 EMERSON CT Deposit Hydro (12/21/2012) 49 4100 1066-0029 1065-0343 CANWOOD ST Deposit attached Hydro (05/24/2013) 50 4100 1090-0008 1090-0009 MEADOW HAVEN DR Deposit; debris Hydro (12/10/2012) 51 4100 1090-0225 1090-0224 DEEP SHADOW DR Deposit in MH 224 Hydro (12/07/2012) 52 4100 1065-0297 1065-0296 EASEMENT Alignment down No action needed. 53 4100 1065-0628 1065-0342 CANWOOD ST Infiltration runner CSMD will repair MH. 54 4100 1066-0060 1066-0061 EASEMENT Alignment down No action needed. 55 4100 1090-0332 1090-0333 EASEMENT Alignment up No action needed. 56 3B27 1090-0021 1090-0022 SHADYCREEK DR Sag Hydro (12/10/2012) 57 3A00 1090-0024 1090-0039 LARO DR Grease Hydro (12/10/2012) 58 3A00 1090-0040 1090-0041 RUSTLING OAKS DR Sag Hydro (12/10/2012) 59 372C 1090-0022 1090-0023 SHADYCREEK DR Sag Hydro (12/10/2012) 60 3600 1090-0039 1090-0040 RUSTLING OAKS DR Grease Hydro (12/10/2012) 61 3500 1090-0033 1090-0034 WOODCREEK CT Deposit Hydro (12/07/2012) 62 332J 1065-0192 1065-0179 LARBOARD LN Grease; infiltration dripper Hydro (10/29/2012) 63 3312 1090-0048 1090-0047 CATHERWOOD CT Small deposit No action needed. 64 3300 1065-0587 1065-0588 TRAILCREEK DR Small deposit No action needed. 65 322I 1065-0193 1065-0194 LARBOARD LN Grease Hydro (10/29/2012) 66 3216 1065-0206 1065-0207 DOVETAIL DR Root in lateral Lateral notice will be sent to property owner. 67 3214 1065-0211 1065-0212 DOVETAIL DR Root in lateral Lateral notice will be sent to property owner. 68 3212 1065-0004 1065-0003 ALFONSO DR Light grease No action needed. 69 3200 1065-0616 1065-0523 KIMBERLY DR Sag Hydro (12/21/2012) 70 3200 1065-0570 1065-0569 WEEPING WILLOW DR Infiltration dripper No action needed. 71 312T 1065-0193 1065-0192 LARBOARD LN Grease Hydro (10/29/2012) 72 312R 1065-0203 1065-0202 SAND TRAP DR Grease Hydro (07/20/2012) 73 312G 1065-0249 1065-0255 BRIDLE GLEN ST Camera underwater Hydro (07/23/2012) 74 312D 1066-0078 1066-0076 Private Rd Small deposit No action needed. 75 312C 1090-0208 1090-0209 TRAILWAY LN Small deposit No action needed. 76 312A 1090-0360 1090-0354 BAINBRIDGE CT Small deposit No action needed. 77 3129 1065-0202 1065-0201 SAND TRAP DR Infiltration dripper No action needed. 78 3126 1065-0432 1065-0431 MIDDLE CREST DR Infiltration dripper No action needed.

Page 2 of 3 ends

Item No. QMR Start MH End MH Street Observation Corrective Action Taken ENCLOSURE 2

QUICK MAINTENANCE RATING REPORT PRIORITY LIST
CITY OF AGOURA HILLS (Y0TV0910A)
as of 07/21/10
79 3125 1065-0547 1090-0364 GERMANIA CT Debris Hydro (12/21/2012) 80 3125 1065-0613 1065-0614 EMERSON CT Deposit Hydro (12/21/2012) 81 3122 1065-0618 1065-0617 KIMBERLY DR Small deposit No action needed. 82 3121 1065-0003 1065-0002 ALFONSO DR Infiltration dripper No action needed. 83 3121 1065-0314 1065-0003 LUIS DR Infiltration dripper No action needed. 84 3121 1065-0569 1065-0568 WEEPING WILLOW DR Infiltration dripper No action needed. 85 3121 1065-0730 1065-0731 LAKE LINDERO DR Small deposit near MH 730 No action needed. 86 3112 1065-0279 1065-0263 STRAWBERRY HILL DR Deposit attached Hydro (07/23/2012) 87 3112 1090-0328 1090-0327 Private Rd Small deposit No action needed. 88 3112 1090-0343 1090-0342 QUAIL RUN DR Small deposit No action needed. 89 3100 1065-0442 1065-0441 MEADOWMIST WY Deposit in MH 441 Hydro (12/14/2012) 90 3100 1065-0468 1065-0469 CAMBRIDGE CT Deposit; debris Hydro (12/17/2012) 91 3100 1065-0476 1065-0477 GREY ROCK RD Deposit attached Hydro (12/17/2012) 92 3100 1065-0556 1065-0555 FAIRHAVEN CT Deposit near MH 555 Hydro (12/17/2012) 93 3100 1065-0707 1065-0706 TRAIL CREEK DR Deposit Hydro (12/10/2012) 94 3100 1090-0312 1090-0313 Private Rd Debris; sag Hydro (12/07/2012) 95 3100 1065-0207 1065-0208 LAKE LINDERO DR Small root No action needed. 96 3100 1065-0277 1065-0338 Private Rd Small deposit No action needed. 97 3100 1065-0496 1065-0495 KINGHAM CT Infiltration dripper No action needed. 98 3100 1065-0566 1065-0565 CRESTHAVEN CT Infiltration dripper No action needed. 99 3100 1065-0575 1065-0574 BERTRAND DR Small deposit No action needed. 100 3100 1065-0577 1065-0574 BRAEMAR CT Small deposit near MH 574 No action needed. 101 3100 1065-0578 1065-0577 BRAEMAR CT Small deposit near MH 577 No action needed. 102 3100 1066-0031 1066-0032 CANWOOD ST Infiltration dripper No action needed. 103 3100 1090-0175 1090-0174 GLEAM CT Small deposit No action needed.

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318
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534
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230
239
523
577
574
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620
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612
285
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332
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217
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530
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539
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562
489
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258
578
527
576
501
505
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455
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445
637
616
618
511
615 448
592
266
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222
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728
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360
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327
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341 209
546
558
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557
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500
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478
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231 232
538
566
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452
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439
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440
281
271
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424
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300
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379
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189
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367
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373
393
392
318
347
368
363
746
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209
190
181
180
193
211
216
Agoura Hills
Westlake Village

KANAN RD
*****

THOUSAND OAKS BLVD

REYES ADOBE RD

LARO DR

LAKE LINDERO
DR

FOUNTAINWOOD ST
ACADIA
AV

ARGOS ST

RUSTLING OAKS DR

CALMFIELD AV

SHADYCREEK DR

EAGLETON ST

MAINMAST DR

LINDERO
CANYON
RD

TIMBERLANE ST

CARELL AV

WOODBROOK DR

PASSAGEWAY PL

MIDDLE CREST DR

RAINBOW HILL RD

WHEELHOUSE LN

HEMPSTEAD
DR

MEADOW VISTA WY

ARIES ST

LARBOARD LN

DRIVER AV

LAKEFRONT DR

PISCES ST

TENNEYSON DR

RIDGEBROOK DR

BARRAGAN ST

ALFONSO DR MICAELA DR

RIGGER RD

AQUARIUS AV

GREEN MEADOW
DR

COLINA VISTA ST

JON DODSON DR

OAKPATH DR
ROCK
TREE
DR

CAPRICORN AV

MEDEA VALLEY DR

RIDGEWAY DR

PENROD DR

CONEJO VIEW DR

FAIRGRANGE DR
LAKE
NADINE
PL

N RAINBOW CREST DR

MICHELLE DR

CAPE HORN DR

WILLOWTREE DR

MODENA PL

CEDARHAVEN DR

SILVER VALLEY AV

JANLOR DR

EAGLEBROOK DR

VALLEY HEIGHTS DR

GOODSPRING DR

MARLIES ST

FERAL AV

EMERSON CT

MEDEABROOK PL

EDINBURGH CT

BARDELL DR

OLD SALT LN

ALLMAN ST

PARKHEATH DR

BRAEMAR CT

BURLESON ST

CASPIAN CT

PORTSIDE PL
BEE AV
DART
CT
OAKFEN
CT
*****

CEDARHAVEN DR

CARELL AV
*****

RAINBOW HILL RD

MICAELA DR
*****

JON DODSON DR

FAIRGRANGE DR
N-1065
N-1090
Legend
SMD Sanitary Sewers
QMR
1: MINOR
2: MINOR TO MODERATE
3: MODERATE
4: SIGNIFICANT
5: MOST SIGNIFICANT
SMD Manholes
!U Other
Manhole Type
!( Standard
#* DROP
"±
Shallow
XW Trap
!? Siphon
ÍP SMD Pump Stations
Q3 SMD Treatment Plants
Maintained by Others:

Trunk Sewerlines
Non SMD Sanitary Sewers
!( Non SMD Maintained MH
SMD Operations Maps

CCTV PROJECT AREA
ENCLOSURE 2
JUNE 2013
0 380 760 1,140 1,520
Feet
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts.

AGOURA HILLS

CCTV PROJECT
Y0TV0910A
QUICK

MAINTENANCE
RATING
(QMR)
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26 60
81 73
34 95
36 35
32 31
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24 37
52 49
11 27
59 22
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77 71
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58 57 80
61 39
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372
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480
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634
442
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605
600
262
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438
595
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334
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270
289
416
400
395
299
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387
434
435
371
709
418
390
307
706
311
319
314
356
351
204
192
318
351
338
261
224
215
227
468
476
477
481
486
467
230
239
243
635 244
437
612
285
269
284
275
399
589
707588
341
629
315
378
376
708
331
332
370
326 325
349
187
185
366
201
317
347
316
368 370
325
335
339
217
342
212
228
489
483
482
258
453
455
451
445
637
615 448
592
263
266
335
282
336
339
741 590
293
583
304
294
631
422
354
433419
385
389
323
357
717
346184
194
348
219
490
332
333
225
210
211
213
186
484
253
259
222
224
236
233
240
602
608
611
638
283
337
286
406
408
407
413
740
402
738
737
582
301
587
303
633
423
352
313
308
327
343344
322
716
348
350
182
364
365
743
349
202 346
313 204
222
352
353
315
337
322 319
343
326
207
463
381
223
216
488
499
471
474
475 479
462
255
466
459
247
458
229
226 227 223
251
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245
599
234
242
606
609
333
598
610
279
287
338
274
401
412
398
585
586
409
394
410
292
295
630
628
355
420
742
432
391
388
310
309
358
360
186
203
179
312
203
369
220
218
328
334
323
205344
324
206
340
208
226
487
470
473
460
257
454
450
449
636
441
604
614
593
288 291
278
280
268
272
290
273
417 430
584
298
296
340
627
386
421
384
383
382
377
375 374
329
312
306
317
188
353
201
360
327
320
341 209
500
469
478
464
461
256
231 232
452
439
613
440
265
264
281
267
271
428
424
415
404
300
302
305
632
342
436
330
328
369
320
321
316
189
183
367
329
311
314
371
491
321
345
331
185
485
472
260
228
238
235
225
444 447 443
252
601
237
591 594
276
429
427
405
414
411
397
739
396
297
626
624
372
373
393
392
324
318
347
368
363
746
190
181
180
193
Agoura Hills
Unincorporated
Westlake Village

AGOURA RD
KANAN
RD

VENTURA FRWY

CANWOOD ST

THOUSAND OAKS BLVD

REYES ADOBE RD

CORNELL RD

ROADSIDE DR

LAKE LINDERO
DR

LARO DR

ARGOS ST
*****

MAINMAST DR

CLEVELAND DR

PASSAGEWAY PL

LAKEFRONT DR

OAK CREEK LN

MIDDLE CREST DR

ALFONSO DR

HEMPSTEAD DR

MEADOW V SI TA WY

DRIVER AV

CARELL AV

LARBOARD LN

WHEELHOUSE LN

LAKE CREST DR

TENNEYSON DR

CONEJO VIEW DR

MICAELA DR

CLARETON DR

SALERNO
DR

RIGGER RD

GREEN MEADOW
DR
LO

GWOOD RD

JON DODSON DR

OAKPATH DR

RAINBOW HILL RD
ROCK
TREE
DR

MEDEA VALLEY DR

PENROD DR

FAIRGRANGE DR

JANLOR DR

CALETA RD

FRANCISCA
WY
SIENNA
WY

MICHELLE DR

N RAINBOW CREST DR

LINDERO CANYON RD

CAPE HORN DR

MEDFIELD ST

SLICERS CIR

WILLOWTREE DR

MODENA PL

CEDARHAVEN DR

SILVER VALLEY AV

EAGLEBROOK DR

OAKRIM DR

GOODSPRING DR
AGOURA

GLEN DR

FOREST RIDGE DR

CAPTAINS PL

OLD SALT LN

PARKHEATH DR

MEDEA LN

CASPIAN CT

NATASHA CT

CORNELL WY

AVIGNON CT

SAILBOAT CIR

PADOVA CT

JON DODSON DR

CEDARHAVEN DR

VENTURA FRWY
*****

JANLOR DR
*****
*****
*****
*****
*****

CARELL AV
*****
*****

CANWOOD ST
*****

MICAELA DR

FAIRGRANGE DR
N-1066
N-1065
N-1091
N-1090
Legend
SMD Sanitary Sewers
QMR
1: MINOR
2: MINOR TO MODERATE
3: MODERATE
4: SIGNIFICANT
5: MOST SIGNIFICANT
SMD Manholes
!U Other
Manhole Type
!( Standard
#* DROP
"±
Shallow
XW Trap
!? Siphon
ÍP SMD Pump Stations
Q3 SMD Treatment Plants
Maintained by Others:

Trunk Sewerlines
Non SMD Sanitary Sewers
!( Non SMD Maintained MH
SMD Operations Maps

CCTV PROJECT AREA
ENCLOSURE 2
JUNE 2013
0 410 820 1,230 1,640
Feet
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts.

AGOURA HILLS

CCTV PROJECT
Y0TV0910A
QUICK

MAINTENANCE
RATING
(QMR)
Item No. QMR START MH END MH STREET
1 5141 1065-0533 1090-0365 FOUNTAINWOOD ST Camera underwater (30% - 70%): 180' - 200' 2 5100 1065-0528 1065-0527 FOUNTAINWOOD ST Camera underwater (30% - 70%): 42' - 97' 3 4C26 1065-0392 1065-0391 LANGFIELD CT Camera underwater (50% - 70%): 44' - 92' 4 4B2J 1090-0168 1090-0170 CALMFIELD AV Camera underwater (50% - 70%): 25' - 100' 5 4922 1065-0447 1065-0456 MEADOWMIST WY Camera underwater (30% - 50%): start MH - 14' 6 4135 1090-0354 1090-0353 LARO DR Camera underwater (30% - 50%): 33' - 55', 68' - 100', 138'- 198' 7 4134 1065-0431 1065-0392 THOUSAND OAKS BV Camera underwater (30% - 70%): 25' - 42' 8 4134 1065-0532 1065-0533 FOUNTAINWOOD ST Camera underwater (30% - 70%): start MH - 20', 146' - 160' 9 412B 1090-0364 1090-0363 FOUNTAINWOOD ST Watermark
10 412A 1065-0367 1065-0366 HURFORD CT Watermark
11 412A 1090-0347 1090-0348 Private Rd Watermark
12 4122 1065-0023 1065-0024 EASEMENT Sag (30% - 60%): 140' - 200' 13 3B27 1090-0021 1090-0022 SHADYCREEK DR Sag (50%): 124' - 150' 14 3A00 1090-0040 1090-0041 RUSTLING OAKS DR Sag (30% - 50%): 54' - 106' 15 372C 1090-0022 1090-0023 SHADYCREEK DR Sag (50%): 7' - 30', 180' - 195' 16 3200 1065-0616 1065-0523 KIMBERLY DR Sag (30% - 70%): 118' - 125' 17 312G 1065-0249 1065-0255 BRIDLE GLEN ST Camera underwater (30% - 50%): 245' - 260' 18 3100 1090-0312 1090-0313 Private Rd Sag due to debris (30% - 50%): 118' - 145' ENCLOSURE 2

HIGH WATER LEVELS
CITY OF AGOURA HILLS (Y0TV0910A)
as of 07/21/10

OBSERVATION
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23 24
21 22
41 40
23 354
312
249
533
456
528
392
532
347
255
447 366
353
367
616
348
313
523
431
365
391
364 527
168
363
170
Agoura Hills

KANAN RD
*****

THOUSAND OAKS BLVD

LARO DR

REYES ADOBE RD

GREY ROCK RD

CANWOOD ST

FOUNTAINWOOD ST

HILLRISE DR

QUAIL RUN DR

FOREST COVE LN

ACADIA AV

ARGOS ST

W RAINBOW CREST DR

RUSTLING OAKS DR

KIMBERLY DR

CALMFIELD AV

SHADYCREEK DR

EAGLETON ST

DOVETAIL DR

TRAILWAY LN

WOODBROOK DR

TIMBERLANE ST

LAKE LINDERO DR

LUIS DR

BERTRAND DR

CARELL AV

MIDDLE CREST DR

RAINBOW HILL RD

CALABRIA

OAK CREEK LN

SOFTWIND WY

SANDTRAP DR

ALFONSO DR

HEMPSTEAD
DR

RAINBOW VIEW DR

ROLLING RIDGE DR

TRAIL CREEK DR

MEADOW VISTA WY

CASTLEHILL DR

LARBOARD LN

STONECREST DR

QUEENS WY

MARK CT

BUFFWOOD
PL

RISTA DR

ARIES ST

TENNEYSON DR

RIDGEBRO
OK DR

BARRAGAN ST

MICAELA DR

SAINT LAURENT DR

DRIVER AV

AQUARIUS AV

GREEN MEADOW DR

CANTERBURY DR

PISCES ST

JON DODSON DR

STRAWBERRY HILL DR

OAKPATH DR
ROCK
TREE
DR

RIGGER RD

CAPRICORN AV

PASSAGEWAY
PL

MEDEA VALLEY DR

WEEPING WILLOW DR

ROBLES LN

RIDGEWAY
DR

COLINA VISTA ST

CONEJO VIEW DR

DEEP SHADOW DR

PENROD DR

SKYVIEW WY

FAIRGRANGE DR

CAMBRIDGE CT

IRONWOOD DR

FRANCISCA
WY

DAYLIGHT DR

BRIDLE GLEN ST

WOODCREEK CT

WALNUT RIDGE DR

HERITAGE
DR

MEDFIELD ST

DUNEGAL CT

FENWORTH
CT

WILLOWTREE DR

MODENA PL

CEDARHAVEN DR

SILVER VALLEY AV

KINGHAM
CT

MICHELLE DR

EAGLEBROOK DR

ACANTHUS CT

VALLEY HEIGHTS DR

KERRYHILL CT

GOODSPRING DR

ADELINA CT

MARLIES ST

HOLLOW BROOK AV

SUNNYRIDGE DR

GERMANIA CT

MACADAM
CT

FOREST RIDGE DR

TORREPINES PL

GARDEN OAKS CT

SADDLEBROOK DR

WALFORD CT
IMBLER
CT

GREEN GRASS CT

FERAL AV

EMERSON CT

MEDEABROOK PL

EDINBURGH CT

FAIRHAVEN
CT

BARDELL DR

MAINMAST DR

BELMONT CT

ROCK CREEK RD

HOLLOW OAK CT

GREENBRIAR CT

ALLMAN ST

PARKHEATH DR

WINDSONG LN

IDLE DR

OLD CARRIAGE CT

FRESHWATER DR

DARGAN ST

LANGHALL CT

BURLESON ST

CASPIAN CT

EMBER CT

NATASHA CT

WATERTREE CT

HIGH PEAK PL

CANMORE ST

AMELIA DR

TACKABERRY CT

WOODBRIAR PL

PROMONTORY PL

LETICIA CT

DEERVIEW CT

LAUREL BLUFF PL

PORTSIDE PL
BEE AV

OAKVISTA CT

ELIZABETH CT

DIANA CT

CRESTHAVEN CT

EASTVALE CT

EVITA CT

CLEE CT
DART
CT

HARTGLEN
PL
OAKFEN
CT

QUAIL RUN DR
*****

MICAELA DR

CANWOOD ST

JON DODSON DR

LAKE LINDERO
DR

FAIRGRANGE DR
*****

OAKPATH DR RAINBOW HILL RD
*****
*****

OAKPATH DR

CEDARHAVEN DR
N-1065 N-1090
N-1066
Legend
High Water Levels
MH: High Water Levels
SMD Manholes
!U Other
Manhole Type
!( Standard
#* DROP
"±
Shallow
XW Trap
!? Siphon
ÍP SMD Pump Stations
Q3 SMD Treatment Plants
Maintained by Others:

Trunk Sewerlines
Non SMD Sanitary Sewers
!( Non SMD Maintained MH
SMD Operations Maps

CCTV PROJECT AREA
ENCLOSURE 2
JUNE 2013
0 340 680 1,020 1,360
Feet
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts.

AGOURA HILLS

CCTV PROJECT
Y0TV0910A

HIGH WATER LEVELS
ITEM NO. QMR START MH END MH STREET OBSERVATION PROPOSED CORRECTIVE METHOD

LENGTH OF

REPAIR (FT)
1 523C 1066-0029 1066-0030 EASEMENT Infiltration runner: 6' Lining: MH to MH 108 2 5141 1065-0629 1065-0628 EASEMENT Infiltration runner in MH 628 Chemical Grouting 3 5131 1090-0207 1090-0208 ROCK CREEK RD Infiltration dripper: 244' Infiltration is minimal. No action needed. 4 5100 1090-0052 1090-0053 HOLLOW OAK CT Infiltration runner: 270' Lining: MH to MH 270 5 5100 1090-0340 1090-0341 BUFFWOOD PL Infiltration runner in MH 340 Chemical Grouting 6 4221 1065-0579 1065-0573 EDINBURGH CT Infiltration runner in MH 573 Chemical Grouting 7 4131 1065-0718 1065-0717 RAINBOW HILL RD Infiltration dripper in MH 717 Infiltration is minimal. No action needed. 8 4131 1090-0043 1090-0044 EASEMENT Infiltration dripper in MH 44 Infiltration is minimal. No action needed. 9 412J 1065-0028 1065-0027 CEDARHAVEN DR Infiltration runner: 293' Infiltration is minimal. No action needed. 10 412D 1065-0186 1065-0185 RAINBOW HILL RD Infiltration runner: 349' Lining: MH to MH 352 11 4124 1065-0315 1065-0317 ROBLES DR Infiltration runner in MH 317 Chemical Grouting 12 4124 1090-0348 1090-0370 Private Rd Infiltration runner near MH 370 Chemical Grouting 13 4123 1065-0317 1065-0319 ROBLES DR Infiltration runner in MH 317 Chemical Grouting 14 4121 1065-0341 1065-0628 CANWOOD ST Infiltration runner in MH 628 Chemical Grouting 15 4121 1065-0555 1065-0550 FAIRHAVEN CT Infiltration runner in MH 555 Chemical Grouting 16 4121 1065-0573 1065-0572 BERTRAND DR Infiltration runner in MH 573 Chemical Grouting 17 4121 1065-0580 1065-0579 EDINBURGH CT Infiltration runner in MH 579 Chemical Grouting 18 4100 1065-0628 1065-0342 CANWOOD ST Infiltration runner in MH 628 Chemical Grouting 19 332J 1065-0192 1065-0179 LARBOARD LN Infiltration dripper: 83', 102' Infiltration is minimal. No action needed. 20 322I 1065-0193 1065-0194 LARBOARD LN Infiltration dripper: 1' Infiltration is minimal. No action needed. 21 3212 1065-0004 1065-0003 ALFONSO DR Infiltration dripper in MH 3 Infiltration is minimal. No action needed. 22 3200 1065-0570 1065-0569 WEEPING WILLOW DR Infiltration dripper near MH 569 Infiltration is minimal. No action needed. 23 3129 1065-0202 1065-0201 SAND TRAP DR Infiltration dripper in MH 202 Infiltration is minimal. No action needed. 24 3126 1065-0432 1065-0431 MIDDLE CREST DR Infiltration dripper: 237' Infiltration is minimal. No action needed. 25 3121 1065-0003 1065-0002 ALFONSO DR Infiltration dripper in MH 3 Infiltration is minimal. No action needed. 26 3121 1065-0314 1065-0003 LUIS DR Infiltration dripper in MH 3 Infiltration is minimal. No action needed. 27 3121 1065-0569 1065-0568 WEEPING WILLOW DR Infiltration dripper near MH 568 Infiltration is minimal. No action needed. 28 3100 1065-0496 1065-0495 KINGHAM CT Infiltration dripper in MH 496 Infiltration is minimal. No action needed. 29 3100 1065-0566 1065-0565 CRESTHAVEN CT Infiltration dripper near MH 566 Infiltration is minimal. No action needed. 30 3100 1066-0031 1066-0032 CANWOOD ST Infiltration dripper in MH 32 Infiltration is minimal. No action needed.

ENCLOSURE 2

INFILTRATION
CITY OF AGOURA HILLS (Y0TV0910A)
as of 07/21/10
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2 4
3 30
44 27
29 43
32 28
31 52 572 53
496
193
569
340
341
629
202
317
432
314 315
570
550
207
580
370
192
628
186
179
348
565
185
555
568
319
579
341
431
208
495
718
201
342
717
573
566
194
Agoura Hills
Westlake Village

KANAN RD

VENTURA FRWY

CANWOOD ST

AGOURA RD
*****

THOUSAND OAKS BLVD

REYES ADOBE RD

LARO DR

LAKE LINDERO
DR

GREY ROCK RD

HILLRISE DR

QUAIL RUN DR

DOVETAIL DR

FOREST COVE LN

ACADIA AV

ARGOS ST

W RAINBOW CREST DR

RUSTLING OAKS DR

KIMBERLY DR

CALMFIELD AV

SHADYCREEK DR

TRAILWAY LN

MAINMAST DR

EAGLETON ST

WOODBROOK DR

PASSAGEWAY PL

RAINBOW VIEW DR

FOUNTAINWOOD ST

LUIS DR

OAK CREEK LN

BERTRAND DR

MIDDLE CREST DR

RAINBOW HILL RD

WHEELHOUSE LN

SOFTWIND WY

ALFONSO DR

HEMPSTEAD
DR

CALABRIA

ROADSIDE DR

ROLLING RIDGE DR

TRAIL CREEK DR

MEADOW VISTA WY

LAKEFRONT DR

CASTLEHILL DR

LARBOARD LN

STONECREST DR

CARELL AV

QUEENS WY

MARK CT

BUFFWOOD
PL

RISTA DR

TENNEYSON DR

RIDGEBRO
OK DR

BARRAGAN ST

MICAELA DR

SAINT LAURENT DR

CLARETON DR

RIGGER RD

AQUARIUS AV

GREEN MEADOW DR

CANTERBURY DR

JON DODSON DR

STRAWBERRY HILL DR

OAKPATH DR
ROCK
TREE
DR

CAPRICORN AV

MEDEA VALLEY DR

ROBLES LN

RIDGEWAY
DR

DEEP SHADOW DR

PENROD DR

SKYVIEW WY

FAIRGRANGE DR

CAMBRIDGE CT

ARIES ST

IRONWOOD DR
LAKE
NADINE
PL

FRANCISCA WY

DAYLIGHT DR

N RAINBOW CREST DR

WOODCREEK CT

WALNUT RIDGE DR

CAPE HORN DR

DUNEGAL CT

DRIVER AV

HACKERS LN

FENWORTH
CT

MEADOWMIST WY

WILLOWTREE DR

MODENA PL

CEDARHAVEN DR

COLINA VISTA ST

SILVER VALLEY AV

JANLOR DR

PISCES ST

KINGHAM
CT

MEDFIELD ST

EAGLEBROOK DR

ACANTHUS CT

VALLEY HEIGHTS DR
US-101 N EXIT 38

KERRYHILL CT

GOODSPRING DR

ADELINA CT

GERMANIA CT

MACADAM
CT

FOREST RIDGE DR

TORREPINES PL

SADDLEBROOK DR

WALFORD CT

MEADOW HAVEN DR
IMBLER
CT

GREEN GRASS CT

FERAL AV

EMERSON CT

MEDEABROOK PL

EDINBURGH CT
US-101 S EXIT 38

CAPTAINS PL

BARDELL DR

OLD SALT LN

MICHELLE DR

BELMONT CT

ROCK CREEK RD

GREENBRIAR CT

ALLMAN ST

PARKHEATH DR

WINDSONG LN

MEDEA LN

IDLE DR

OLD CARRIAGE CT

FRESHWATER DR

DARGAN ST

BURLESON ST

CASPIAN CT

NATASHA CT

WATERTREE CT

CANMORE ST

AMELIA DR

VETS CT

HURFORD CT

MISTY CT

WOODBRIAR PL

PROMONTORY PL

LETICIA CT

DEERVIEW CT

BAINBRIDGE
CT
BEE AV

OAKVISTA CT

EASTVALE CT

EVITA CT

CLEE CT

SAILBOAT CIR
DART
CT

HARTGLEN
PL
OAKFEN
CT
*****

CEDARHAVEN DR

OAKPATH DR
*****
*****

ROADSIDE DR
*****

VENTURA FRWY
*****

QUAIL RUN DR

RAINBOW HILL RD

MICAELA DR
*****

OAKPATH DR
*****
*****
*****

CANWOOD ST
*****

JON DODSON DR

FAIRGRANGE DR
N-1065
N-1090
N-1066
N-1091
Legend
Infiltration
MH: Infiltration
SMD Manholes
!U Other
Manhole Type
!( Standard
#* DROP
"±
Shallow
XW Trap
!? Siphon
ÍP SMD Pump Stations
Q3 SMD Treatment Plants
Maintained by Others:

Trunk Sewerlines
Non SMD Sanitary Sewers
!( Non SMD Maintained MH
SMD Operations Maps

CCTV PROJECT AREA
ENCLOSURE 2
JUNE 2013
0 370 740 1,110 1,480
Feet
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts.

AGOURA HILLS

CCTV PROJECT
Y0TV0910A

INFILTRATION

COUNTY OF LOS ANGELES

DEPARTMENT OF PUBLIC WORKS
“To Enrich Lives Through Effective and Caring Service”
900 SOUTH FREMONT AVENUE
ALHAMBRA, CALIFORNIA 91803-1331
Telephone: (626) 458-5100
http://dpw.lacounty.gov
{Date}
GAIL FARBER, Director
ADDRESS ALL CORRESPONDENCE TO:

P.O. BOX 1460
ALHAMBRA, CALIFORNIA 91802-1460

IN REPLY PLEASE
REFER TO FILE: SM-1
Current Property Owner
Dear Property Owner:

SEWER LATERAL ROOT INTRUSION
As the agency responsible for the maintenance of the sanitary sewer system in your area, the County of Los Angeles Consolidated Sewer Maintenance District (District) is providing you with this courtesy notice informing you that the sewer lateral serving the property located at XXXX, requires maintenance per 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 the property served in a safe and sanitary condition, and all devices or safeguards which are required by this Division 2 for the operation thereof shall be maintained in good working order.”
Using closed-circuit television (CCTV) camera technology, the District recently televised the sanitary sewer mainline and discovered the presence of 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 a sanitary sewer overflow upstream of your property.

Since the CCTV inspection, the sewer mainline has been cleaned and blockages from root growth have been removed; however, the root blockage in your sewer lateral is still present. As the property owner, you are responsible for the entire length of the sewer lateral, which includes the portion that extends beyond the property line into the public right of way. We request that you contact a qualified plumbing contractor to service your sewer lateral within 90 days to remove roots and any other obstructions that may cause a sewage backup.

SAMPLE
Prior to your plumbing contractor servicing your lateral, please notify the District’s sewer maintenance yard in your area at (XXX) XXX-XXXX to arrange for authorization to access the downstream manhole.

During your lateral service, your plumbing contractor must protect the District’s sewer mainlines from dislodged roots and other debris by utilizing catcher baskets at the manhole downstream from your lateral connection.

After your lateral has been serviced, please notify Mr. Fernando Villaluna, Sewer Maintenance Division, at (626) 300-3380 or [email protected].

For your reference, we have enclosed photos of your lateral connection showing the presence of the root blockage. Also enclosed are some literature on ways of minimizing sewer overflows and damage to your home.

Thank you for helping the Department of Public Works keep the public’s sewers clean and in good working order.

Very truly yours,

GAIL FARBER
Director of Public Works

RAJESH PATEL
Assistant Deputy Director
Sewer Maintenance Division
XXXX
Enc.

SAMPLE
XXXX
Roots at Lateral Connection
SAMPLE
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 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.

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

OR
Sewer Easement
Property Boundary
Sewer Lateral Sewer Lateral Homeowner’s Responsibility Homeowner’s Responsibility District’s Responsibility District’s Responsibility
Foot Path Foot Path Street
Sewer Mainline Sewer Mainline
SAMPLE
ENCLOSURE 3:
 Quick Structural Rating Report
Priority List
 Quick Structural Rating Map
 Rehabilitation Projects Map
ITEM
NO.

QSR START MH END MH STREET OBSERVATION: LOCATION PROPOSED CORRECTIVE ACTION

LENGTH OF

REPAIR (FT)
1 5A00 1066-0054 1066-0053 EASEMENT Fractures: 113' - 158' Lining: MH to MH 186 2 5100 1065-0448 1065-0449 WOODBROCK DR Broken with visible soil: 160' Sectional Liner (Completed 08/22/11) 3 5100 1065-0576 1065-0575 BERTRAND DR Broken with visible soil: 233' Sectional Liner (Completed 08/22/11) 4 5100 1090-0052 1090-0053 HOLLOW OAK CT Broken with infiltration: 270' Lining: MH to MH 270 5 4131 1065-0407 1065-0405 WILLOWBROOK DR Broken void visible: 74' Structural integrity in tact. No action needed. 6 4131 1090-0311 1090-0312 Private Rd Fractures: 86' - 92' Structural integrity in tact. No action needed.

ENCLOSURE 3

QUICK STRUCTURAL RATING REPORT PRIORITY LIST
AGOURA HILLS (Y0TV0910A)
as of 07/21/10
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170
168
166
176
174
167
178
169
177 173
171
175
3 9
9 6
1 4
6 8
7 2
2 5
5 4
8 7
3 10
55 54
38 40
36 43
41 27
25 17
20 62
60 59
26 28
16 34 33
37 44
13 26
49 35
51 48
50 30
57 14
15 31
23 28
18 52
32 42
16 10
12 29
15 23
11 47
17 19
18 24
22 11
27 22
24 46
12 45
53 63
29 20
21 14
61 56
39 13
21 350
372
359
354
356
367
336
330
214
540
559
571
572
564
494
493
492
497
563
480
249 250
465
248
254
526
525
524
568
504
446
246
457
634
442
241
603
605
600
507
510
513
597
438
595
596
289
416
400
395
299
625
387
434
435
371
709
418
390
307
706
311
319
314
359
356
362
721
719
351
204
730
710
207
192
318
351
355
338
261
224
215
227
534
556
496
468
476
477
481
486
467
230
239
523
577
574
569
503
243
635 244
620
508
437
612
285
269
284
275
399
589
707588
315
378
376
708
331
332
370
726
349
187
185
366
731
734
712
201
210
317
347
316
368
370
533
547
358
325
335
339
217
342
212
228
530
543
551
535
539
553
562
489
483
482
258
578
527
576
501
505
453
455
451
445
637
616
618
511
615 448
592
266
282
425
741 590
293
583
304
631
422
354
433419
385
389
323
725
357
718
717
715
184346
729
200
194
213
348
219
357
490
332
333
225
210
211
213
560
552
554
498
484
253
259
222
224
236
537
528
522
233
240
602
608
515
516
611
638
283 286
406
408
407
413
740
402
738
737
582
301
587
303
633
423
352
313
308
327
322
361
720
716
735
348
350
182
364
365
743
736
714
349
202 346
313 204
222
548
352 353
315
337
322 319
343
326
207
463
381
223
216
531
495
488
499
471
474
475 479
462
255
466
459
247
458
229
226 227 223
565
251
456
245
599
234
242
606
609
520
619
509
598
610
279
287
274
622
401
412
398
585
586
409
394
410
292
295
630
355
420
742
432
391
388
310
309
723
358
381
360
186
733
203
179
212
215
312
203
369
220
218
366
364
365
328
334
323
205344
324
206
340
208
226
545
541
550
561
580
487
470
473
460
257
521
579
567
506
454
450
449
636
441
604
617
519
614
593
288 291
278
280 272
290
623
417 430
584
298
296
386
421
384
383
382
377
375
374
329
312
306
317
728
722
724
188
353
191
205
201
362
363
360
361
327
320
341 209
546
558
549
557
555
500
469
478
464
461
256
231 232
538
566
575
452
512
439
613
440
281
271
428
424
415
404
300
302
305
632
426
436
379
380
330
328
369
320
316
727
189
183
367
713
206
199
208
214
329
311
314
371
491
321
345
331
532
544
542
536
581
485
472
260
228
238
235
225
573
570
502
444 447 443
252
601
237
514
517
518
591 594
621
429
427
405
414
411
397
739
396
297
626
624
372
373
393
392
318
347
368
363
746
711
732
209
190
181
180
193
211
216
Agoura Hills
Westlake Village

KANAN RD
*****

THOUSAND OAKS BLVD

REYES ADOBE RD

LARO DR

LAKE LINDERO
DR

FOUNTAINWOOD ST
ACADIA
AV

ARGOS ST

RUSTLING OAKS DR

CALMFIELD AV

SHADYCREEK DR

EAGLETON ST

MAINMAST DR

LINDERO
CANYON
RD

TIMBERLANE ST

CARELL AV

WOODBROOK DR

PASSAGEWAY PL

MIDDLE CREST DR

RAINBOW HILL RD

WHEELHOUSE LN

HEMPSTEAD
DR

MEADOW VISTA WY

ARIES ST

LARBOARD LN

DRIVER AV

LAKEFRONT DR

PISCES ST

TENNEYSON DR

RIDGEBROOK DR

BARRAGAN ST

ALFONSO DR MICAELA DR

RIGGER RD

AQUARIUS AV

GREEN MEADOW
DR

COLINA VISTA ST

JON DODSON DR

OAKPATH DR
ROCK
TREE
DR

CAPRICORN AV

MEDEA VALLEY DR

RIDGEWAY DR

PENROD DR

CONEJO VIEW DR

FAIRGRANGE DR
LAKE
NADINE
PL

N RAINBOW CREST DR

MICHELLE DR

CAPE HORN DR

WILLOWTREE DR

MODENA PL

CEDARHAVEN DR

SILVER VALLEY AV

JANLOR DR

EAGLEBROOK DR

VALLEY HEIGHTS DR

GOODSPRING DR

MARLIES ST

FERAL AV

EMERSON CT

MEDEABROOK PL

EDINBURGH CT

BARDELL DR

OLD SALT LN

ALLMAN ST

PARKHEATH DR

BRAEMAR CT

BURLESON ST

CASPIAN CT

PORTSIDE PL
BEE AV
DART
CT
OAKFEN
CT
*****

CEDARHAVEN DR

CARELL AV
*****

RAINBOW HILL RD

MICAELA DR
*****

JON DODSON DR

FAIRGRANGE DR
N-1065
N-1090
Legend
SMD Sanitary Sewers
QSR
1: MINOR
2: MINOR TO MODERATE
3: MODERATE
4: SIGNIFICANT
5: MOST SIGNIFICANT
SMD Manholes
!U Other
Manhole Type
!( Standard
#* DROP
"±
Shallow
XW Trap
!? Siphon
ÍP SMD Pump Stations
Q3 SMD Treatment Plants
Maintained by Others:

Trunk Sewerlines
Non SMD Sanitary Sewers
!( Non SMD Maintained MH
SMD Operations Maps

CCTV PROJECT AREA
ENCLOSURE 3
JUNE 2013
0 380 760 1,140 1,520
Feet
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts.

AGOURA HILLS

CCTV PROJECT
Y0TV0910A
QUICK

STRUCTURAL
RATING
(QSR)
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178
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177 173
171
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9 1
2 6
8 7
2 5
4 1
3 38
40 43
41 35
42 47
28 17
20 79
74 60
33 43
40 38
48 51
54 56
16 83 85
75 44
92 93
33 36
53 29
26 60
81 73
34 95
36 35
32 31
28 55
62 18
78 42
50 10
12 29
30 61
86 15
23 76
24 37
52 49
11 27
59 22
24 82
77 71
44 14
58 57 80
61 39
45 39
34 94
13 21
25 84
72 350
372
354
367
336
330
214
493
492
480
249 250
465
248
254
446
246
457
634
442
241
603
605
600
262
597
438
595
596
334
277
270
289
416
400
395
299
625
387
434
435
371
709
418
390
307
706
311
319
314
356
351
204
192
318
351
338
261
224
215
227
468
476
477
481
486
467
230
239
243
635 244
437
612
285
269
284
275
399
589
707588
341
629
315
378
376
708
331
332
370
326 325
349
187
185
366
201
317
347
316
368 370
325
335
339
217
342
212
228
489
483
482
258
453
455
451
445
637
615 448
592
263
266
335
282
336
339
741 590
293
583
304
294
631
422
354
433419
385
389
323
357
717
346184
194
348
219
490
332
333
225
210
211
213
186
484
253
259
222
224
236
233
240
602
608
611
638
283
337
286
406
408
407
413
740
402
738
737
582
301
587
303
633
423
352
313
308
327
343344
322
716
348
350
182
364
365
743
349
202 346
313 204
222
352
353
315
337
322 319
343
326
207
463
381
223
216
488
499
471
474
475 479
462
255
466
459
247
458
229
226 227 223
251
456
245
599
234
242
606
609
333
598
610
279
287
338
274
401
412
398
585
586
409
394
410
292
295
630
628
355
420
742
432
391
388
310
309
358
360
186
203
179
312
203
369
220
218
328
334
323
205344
324
206
340
208
226
487
470
473
460
257
454
450
449
636
441
604
614
593
288 291
278
280
268
272
290
273
417 430
584
298
296
340
627
386
421
384
383
382
377
375 374
329
312
306
317
188
353
201
360
327
320
341 209
500
469
478
464
461
256
231 232
452
439
613
440
265
264
281
267
271
428
424
415
404
300
302
305
632
342
436
330
328
369
320
321
316
189
183
367
329
311
314
371
491
321
345
331
185
485
472
260
228
238
235
225
444 447 443
252
601
237
591 594
276
429
427
405
414
411
397
739
396
297
626
624
372
373
393
392
324
318
347
368
363
746
190
181
180
193
Agoura Hills
Unincorporated
Westlake Village

AGOURA RD
KANAN
RD

VENTURA FRWY

CANWOOD ST

THOUSAND OAKS BLVD

REYES ADOBE RD

CORNELL RD

ROADSIDE DR

LAKE LINDERO
DR

LARO DR

ARGOS ST
*****

MAINMAST DR

CLEVELAND DR

PASSAGEWAY PL

LAKEFRONT DR

OAK CREEK LN

MIDDLE CREST DR

ALFONSO DR

HEMPSTEAD DR

MEADOW V SI TA WY

DRIVER AV

CARELL AV

LARBOARD LN

WHEELHOUSE LN

LAKE CREST DR

TENNEYSON DR

CONEJO VIEW DR

MICAELA DR

CLARETON DR

SALERNO
DR

RIGGER RD

GREEN MEADOW
DR
LO

GWOOD RD

JON DODSON DR

OAKPATH DR

RAINBOW HILL RD
ROCK
TREE
DR

MEDEA VALLEY DR

PENROD DR

FAIRGRANGE DR

JANLOR DR

CALETA RD

FRANCISCA
WY
SIENNA
WY

MICHELLE DR

N RAINBOW CREST DR

LINDERO CANYON RD

CAPE HORN DR

MEDFIELD ST

SLICERS CIR

WILLOWTREE DR

MODENA PL

CEDARHAVEN DR

SILVER VALLEY AV

EAGLEBROOK DR

OAKRIM DR

GOODSPRING DR
AGOURA

GLEN DR

FOREST RIDGE DR

CAPTAINS PL

OLD SALT LN

PARKHEATH DR

MEDEA LN

CASPIAN CT

NATASHA CT

CORNELL WY

AVIGNON CT

SAILBOAT CIR

PADOVA CT

JON DODSON DR

CEDARHAVEN DR

VENTURA FRWY
*****

JANLOR DR
*****
*****
*****
*****
*****

CARELL AV
*****
*****

CANWOOD ST
*****

MICAELA DR

FAIRGRANGE DR
N-1066
N-1065
N-1091
N-1090
Legend
SMD Sanitary Sewers
QSR
1: MINOR
2: MINOR TO MODERATE
3: MODERATE
4: SIGNIFICANT
5: MOST SIGNIFICANT
SMD Manholes
!U Other
Manhole Type
!( Standard
#* DROP
"±
Shallow
XW Trap
!? Siphon
ÍP SMD Pump Stations
Q3 SMD Treatment Plants
Maintained by Others:

Trunk Sewerlines
Non SMD Sanitary Sewers
!( Non SMD Maintained MH
SMD Operations Maps

CCTV PROJECT AREA
ENCLOSURE 3
JUNE 2013
0 410 820 1,230 1,640
Feet
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts.

AGOURA HILLS

CCTV PROJECT
Y0TV0910A
QUICK

STRUCTURAL
RATING
(QSR)
!(
!(
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370
628
340
579
317
555 573
29 30
185
186
54 53
52 53
576
448 449
575
Agoura Hills

KANAN RD

VENTURA FRWY

CANWOOD ST

AGOURA RD

THOUSAND OAKS BLVD

LARO DR

REYES ADOBE RD

GREY ROCK RD
*****

HILLRISE DR

QUAIL RUN DR

FOREST COVE LN

ARGOS ST

W RAINBOW CREST DR

CALMFIELD AV

RUSTLING
OAKS
DR

EAGLETON ST

TRAILWAY LN

SHADYCREEK DR

WOODBROOK DR

CARELL AV

LUIS DR

OAK CREEK LN

BERTRAND
DR
MIDDLE
CREST
DR

RA NI BOW HILL RD
ACADIA
AV

CALABRIA

SOFTWIND WY

ALFONSO DR

HEMPSTEAD DR

ROADSIDE DR

ROLLING RIDGE DR

TRAIL CREEK DR

MEADOW VISTA WY

CASTLEHILL DR

STONECREST DR

QUEENS WY

MARK CT

BUFFWOOD
PL

RISTA DR

DRIVER AV

TENNEYSON
DR

RIDGEBRO
OK DR

BARRAGAN ST

MICAELA DR

CLARETON DR

GREEN MEADOW DR

CANTERBURY DR

RIDGEWAY
DR

JON DODSON DR

STRAWBERRY HILL DR

CONEJO VIEW DR

OAKPATH DR RAINBOW VIEW DR

DOVETAIL DR

ROCK TREE
DR
MEDEA

VALLEY DR

WEEPING WILLOW DR

ROBLES LN

DEEP SHADOW DR

PENROD DR

SKYVIEW WY

FAIRGRANGE DR

CAMBRIDGE CT

IRONWOOD DR

FRANCISCA
WY

BRIDLE GLEN ST

WOODCREEK CT

WALNUT RIDGE DR

HERITAGE
DR

MICHELLE DR

MEDFIELD ST

DUNEGAL CT

WILLOWTREE DR

CEDARHAVEN DR

LAKE LINDERO DR

SILVER VALLEY AV

KINGHAM
CT

EAGLEBROOK DR

ACANTHUS CT

CAREYBROOK DR
US-101 N EXIT 38

GOODSPRING DR

ADELINA CT

HOLLOW BROOK AV

SUNNYRIDGE DR
AGOURA

GLEN DR

MACADAM
CT

TORREPINES PL

SADDLEBROOK DR

WALFORD CT

GREEN GRASS CT

FERAL AV

EMERSON CT

MEDEABROOK PL

EDINBURGH CT
US-101 S EXIT 38

BARDELL DR

BELMONT CT

ROCK CREEK RD

GREENBRIAR CT

ALLMAN ST

PARKHEATH DR

WINDSONG LN

MEDEA LN

IDLE DR

OLD CARRIAGE CT

BRAEMAR CT

CATHERWOOD CT

FRESHWATER DR

DARGAN ST

CASPIAN CT

NATASHA CT

HIGH PEAK PL

AMELIA DR

GLEAM CT

HURFORD CT

GARNET HILL CT

PASSAGEWAY
PL

WOODBRIAR PL

PROMONTORY PL

LETICIA CT

DEERVIEW CT

BELSIZE
PL

LAUREL BLUFF PL

WILLOW CT

BAINBRIDGE
CT
BEE AV

OAKVISTA CT

ELIZABETH CT

CRESTHAVEN CT

EASTVALE CT

EVITA CT

CLEE CT
DART
CT

HARTGLEN
PL

CANWOOD ST
*****
*****

VENTURA FRWY

QUAIL RUN DR

CEDARHAVEN DR
*****

RAINBOW HILL RD

ROADSIDE DR
***** *****

MICAELA DR
*****
*****

CARELL AV

JON DODSON DR
*****

OAKPATH DR

FAIRGRANGE DR
N-1065
N-1090
N-1066 N-1091
Legend
Lining
MH: Chemical Grouting
SMD Manholes
!U Other
Manhole Type
!( Standard
#* DROP
"±
Shallow
XW Trap
!? Siphon
ÍP SMD Pump Stations
Q3 SMD Treatment Plants
Maintained by Others:

Trunk Sewerlines
Non SMD Sanitary Sewers
!( Non SMD Maintained MH
SMD Operations Maps

CCTV PROJECT AREA
ENCLOSURE 3
JUNE 2013
0 330 660 990 1,320
Feet
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts.

AGOURA HILLS

CCTV PROJECT
Y0TV0910A
LINING
&

CHEMICAL GROUTING
ENCLOSURE 4:

Infrastructure Inspection Reports
for Grades 4 and 5
WinCan America, Inc.
1730 Montano Road NE, Suite E
Albuquerque, NM 87107
Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection report
Date: P.O.#: Weather: Surveyed By: section number: PSR:

Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:

Street: Flow Control: Start MH:

City: Year Renewed End MH:

Location Code: Tape/Media #: pipe length:

Reason for inspection: Dia/Height:

Use of Sewer: Material:

Drain. Area:

Lining Method:

Category:

Remark::
20100921 Y0TV0910A Dry Rigo Alvarez 3415 513373
190.00 LACDPW AGH Jetting 1066

EASEMENT
AGH
Easement/Right of Way
Not Controlled
R311-119
1066-0054
1066-0053
186.3 ft
Routine Assessment
Sanitary
0053/1066-0054/1066
Circular 12"/12"
Vitrified Clay Pipe Pipe Length:
1:475 position observation MPEG photo grade
WinCanExport 100% 110210.mdb // page: 1

0.00 00:00:21 6Manhole, within 8 inch: NO, Remarks: 1066-0054

8.90 00:01:49 7 M 2Water Level, 5 %, within 8 inch: NO

15.50 00:02:40 8General Observation, within 8 inch: NO, Remarks: Pipe joint Length 6' 113.00 S1 00:05:37 9, b S 5Broken, from 8 to 4 o'clock, within 8 inch: NO, Start 159.10 F1 00:07:50 11, b S 5Broken, from 8 to 4 o'clock, within 8 inch: NO, End 186.30 00:09:44 13Manhole, within 8 inch: NO, Remarks: 1066-0053 1066-0054
1066-0053

QSR QMR SPR MPR OPR SPRI MPRI OPRI
5200 2100 10 2 12 5 2 4
WinCan America, Inc.
1730 Montano Road NE, Suite E
Albuquerque, NM 87107
Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection report
Date: P.O.#: Weather: Surveyed By: section number: PSR:

Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:

Street: Flow Control: Start MH:

City: Year Renewed End MH:

Location Code: Tape/Media #: pipe length:

Reason for inspection: Dia/Height:

Use of Sewer: Material:

Drain. Area:

Lining Method:

Category:

Remark::
20100616 Y0TV0910A Dry Rigo Alvarez 2879 33482
216.00 LACDPW AGH 06/11/2010 Jetting 1065

WOODBROCK DR
AGH
Light Highway
Not Controlled
R311-091
1065-0448
1065-0449
213.7 ft
Routine Assessment
Sanitary
0448/1065-0449/1065
Circular 8"/8"
Reinforced Plastic Pipe (Truss Pipe) Pipe Length:
1:525 position observation MPEG photo grade
WinCanExport 100% 110210.mdb // page: 1

0.00 00:00:26 501Manhole, within 8 inch: NO, Remarks: 1065-0448

6.40 00:01:19 502Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO

13.00 00:01:42 503 M 2Water Level, 5 %, within 8 inch: NO

25.90 00:02:17 504General Observation, within 8 inch: NO, Remarks: Pipe joint Length 13'

71.10 00:03:30 505Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO 160.60 00:06:46 506, b S 5Broken Soil Visible, from 12 to 2 o'clock, within 8 inch: NO 177.80 00:07:45 508Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO 213.70 00:09:08 509Manhole, within 8 inch: NO, Remarks: 1065-0449 1065-0448
1065-0449

QSR QMR SPR MPR OPR SPRI MPRI OPRI
5100 2100 5 2 7 5 2 3.5
WinCan America, Inc.
1730 Montano Road NE, Suite E
Albuquerque, NM 87107
Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection report
Date: P.O.#: Weather: Surveyed By: section number: PSR:

Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:

Street: Flow Control: Start MH:

City: Year Renewed End MH:

Location Code: Tape/Media #: pipe length:

Reason for inspection: Dia/Height:

Use of Sewer: Material:

Drain. Area:

Lining Method:

Category:

Remark::
20100617 Y0TV0910A Dry Rigo Alvarez 2905 33381
231.00 LACDPW AGH 06/11/2010 Jetting 1065

BERTRAND DR
AGH
Light Highway
Not Controlled
R311-092
1065-0576
1065-0575
236.4 ft
Routine Assessment
Sanitary
0575/1065-0576/1065
Circular 8"/8"
Reinforced Plastic Pipe (Truss Pipe) Pipe Length:
1:600 position observation MPEG photo grade
WinCanExport 100% 110210.mdb // page: 1

0.00 00:00:26 756Manhole, within 8 inch: NO, Remarks: 1065-0576

5.80 00:01:11 757Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO

9.40 00:01:34 758Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO

13.80 00:01:58 759Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO

22.20 00:02:28 760Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO

33.00 00:02:57 761 M 2Water Level, 5 %, within 8 inch: NO

46.00 00:03:32 762General Observation, within 8 inch: NO, Remarks: Pipe eJoint Length 13'

56.70 00:03:58 763Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO

63.90 00:04:26 764Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO 158.90 00:06:38 765Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO 197.90 00:07:43 766Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO 233.50 00:10:32 767, b S 5Broken Soil Visible, from 11 to 1 o'clock, within 8 inch: NO 236.40 00:11:46 769Manhole, within 8 inch: NO, Remarks: 1065-0575 1065-0576
1065-0575

Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:

Street: Flow Control: Start MH:

City: Year Renewed End MH:

Location Code: Tape/Media #: pipe length:

Reason for inspection: Dia/Height:

Use of Sewer: Material:

Drain. Area:

Lining Method:

Category:

Remark::
20100623 Y0TV0910A Dry Rigo Alvarez 3049 33218
252.00 LACDPW AGH 06/18/2010 Jetting 1090

HOLLOW OAK CT
AGH
Light Highway
Not Controlled
R311-096
1090-0052
1090-0053
270.7 ft
Routine Assessment
Sanitary
0052/1090-0053/1090
Circular 8"/8"
Reinforced Plastic Pipe (Truss Pipe) Pipe Length:
1:675 position observation MPEG photo grade
WinCanExport 100% 110210.mdb // page: 1

0.00 00:00:27 465Manhole, within 8 inch: NO, Remarks: 1090-0052

15.20 00:01:25 466Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO

29.60 00:01:59 467Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO

32.30 00:02:16 468 M 2Water Level, 5 %, within 8 inch: NO

44.50 00:03:03 469General Observation, within 8 inch: NO, Remarks: Pipe joint Length 13'

54.70 00:03:29 470Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO 105.30 00:04:49 471Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO 147.60 00:06:03 472Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO 167.90 00:06:48 473Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO 173.70 00:07:15 474Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO 236.20 00:09:00 475Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO 265.20 00:09:56 476Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO 267.70 00:10:17 477Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO 269.20 S1 00:10:57 478, b M 3Deposits Attached Other, from 4 to 8 o'clock, 20 %, within 8 inch: NO, Start 270.50 00:11:35 480, b M 4Infil Runner, at 2 o'clock, within 8 inch: NO 270.50 00:12:39 482, b S 5Broken Soil Visible, from 12 to 2 o'clock, within 8 inch: NO 270.70 00:15:15 484, bAbandoned Survey, within 8 inch: NO, Remarks: Due To Deposits Attached 270.70 F1 00:16:18 486 M 3Deposits Attached Other, from 4 to 8 o'clock, 20 %, within 8 inch: NO, End 1090-0052

QSR QMR SPR MPR OPR SPRI MPRI OPRI
5100 4132 5 12 17 5 3 3.4
WinCan America, Inc.
1730 Montano Road NE, Suite E
Albuquerque, NM 87107
Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection report
Date: P.O.#: Weather: Surveyed By: section number: PSR:

Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:

Street: Flow Control: Start MH:

City: Year Renewed End MH:

Location Code: Tape/Media #: pipe length:

Reason for inspection: Dia/Height:

Use of Sewer: Material:

Drain. Area:

Lining Method:

Category:

Remark::
20100623 Y0TV0910A Dry Rigo Alvarez 3048 33218
252.00 LACDPW AGH 06/18/2010 Jetting 1090

HOLLOW OAK CT
AGH
Light Highway
Not Controlled
R311-096
1090-0053
1090-0052
1 ft
Routine Assessment
Sanitary
0052/1090-0053/1090
Circular 8"/8"
Reinforced Plastic Pipe (Truss Pipe) Pipe Length:
1:25 position observation MPEG photo grade
WinCanExport 100% 110210.mdb // page: 1

0.00 00:00:27 461Manhole, within 8 inch: NO, Remarks: 1090-0053

1.00 00:01:47 462, b M 5Deposits Attached Other, from 3 to 9 o'clock, 50 %, within 8 inch: NO, Remarks: From Mh Channel

1.00 00:02:53 464Abandoned Survey, within 8 inch: NO, Remarks: Due To Deposits Attached 1090-0053

QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 5100 0 5 5 0 5 5
WinCan America, Inc.
1730 Montano Road NE, Suite E
Albuquerque, NM 87107
Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection report
Date: P.O.#: Weather: Surveyed By: section number: PSR:

Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:

Street: Flow Control: Start MH:

City: Year Renewed End MH:

Location Code: Tape/Media #: pipe length:

Reason for inspection: Dia/Height:

Use of Sewer: Material:

Drain. Area:

Lining Method:

Category:

Remark::
20100616 Y0TV0910A Dry Rigo Alvarez 2876 33557
211.00 LACDPW AGH 06/11/2010 Jetting 1065

WILLOWBROOK DR
AGH
Light Highway
Not Controlled
R311-091
1065-0407
1065-0405
241.6 ft
Routine Assessment
Sanitary
0405/1065-0407/1065
Circular 8"/8"
Reinforced Plastic Pipe (Truss Pipe) Pipe Length:
1:600 position observation MPEG photo grade
WinCanExport 100% 110210.mdb // page: 1

0.00 00:00:28 475Manhole, within 8 inch: NO, Remarks: 1065-0407

8.60 00:1:10 476 M 2Water Level, 5 %, within 8 inch: NO

21.20 00:01:47 477General Observation, within 8 inch: NO, Remarks: Pipe Joint Length 13'

45.90 00:02:34 478Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO

55.80 00:03:09 479Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO

74.30 00:04:11 480Roots Fine Joint, from 8 to 9 o'clock, within 8 inch: YES

74.30 00:04:44 481, b S 4Broken, from 7 to 9 o'clock, within 8 inch: YES

76.30 00:05:51 483, b S 4Broken, from 7 to 8 o'clock, within 8 inch: YES

76.40 00:06:30 485, bRoots Fine Joint, from 10 to 4 o'clock, within 8 inch: YES 124.10 00:07:58 487Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO 129.80 00:08:30 488Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO 180.20 00:09:58 489Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO 199.00 00:10:46 490Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO 241.60 00:12:19 491Manhole, within 8 inch: NO, Remarks: 1065-0405 1065-0407
1065-0405

QSR QMR SPR MPR OPR SPRI MPRI OPRI
4200 2100 8 2 10 4 2 3.33
WinCan America, Inc.
1730 Montano Road NE, Suite E
Albuquerque, NM 87107
Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection report
Date: P.O.#: Weather: Surveyed By: section number: PSR:

Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:

Street: Flow Control: Start MH:

City: Year Renewed End MH:

Location Code: Tape/Media #: pipe length:

Reason for inspection: Dia/Height:

Use of Sewer: Material:

Drain. Area:

Lining Method:

Category:

Remark::
20100709 Y0TV0910A Dry Martin Garcia 3248 32882
180.00 LACDPW AGH 07/08/2010 Jetting

PRIVATE RD
AGH
Light Highway
Not Controlled
M317-056
1090-0311
1090-0312
177 ft
Routine Assessment
Sanitary
0311/1090-0312/1090
Circular 8"/8"
Vitrified Clay Pipe Pipe Length:
1:450 position observation MPEG photo grade
WinCanExport 100% 110210.mdb // page: 1

0.00 00:00:20 1109Manhole, within 8 inch: NO, Remarks: 1090-0311

6.00 00:00:45 1110 M 2Water Level, 5 %, within 8 inch: NO

10.90 00:01:18 1111Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO

68.50 00:03:12 1112Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO

86.40 00:04:07 1113, b S 4Fracture Multiple, from 12 to 4 o'clock, within 8 inch: YES

91.90 00:04:52 1115, b S 3Fracture Longitudinal, at 2 o'clock, within 8 inch: YES

91.90 00:05:04 1117, b S 2Crack Longitudinal, at 4 o'clock, within 8 inch: YES 177.00 00:07:57 1119Manhole, within 8 inch: NO, Remarks: 1090-0312 1090-0311
1090
1090-0312

QSR QMR SPR MPR OPR SPRI MPRI OPRI
4131 2100 9 2 11 3 2 2.75

COUNTY OF LOS ANGELES
MARK PESTRELLA, Director
February 5, 2019
Mr. Greg Ramirez, City Manager
City of Agoura Hills
30001 Ladyface Court
Agoura Hills, CA 91301
Attention Ms. Kimberly Rodrigues
Dear Mr. Ramirez:

CONSOLIDATED SEWER MAINTENANCE DISTRICT

CONDITION ASSESSMENT PROGRAM REPORT
PROJECT NO. YOTV1314A2

IN REPLY PLEASE
REFER TO FILE: SM—~
This letter is to inform you that Los Angeles County Public Works Consolidated Sewer Maintenance District has completed its condition assessment of the City of Agoura Hills' sewer system.

The enclosed Condition Assessment Report provides details regarding the maintenance and structural condition of your sewer mainlines. Please note that two previous reports covering the balance of your system were transmitted to your City on December 9, 2008, and July 9, 2013. The information contained in all three reports should be included in your agency's Sewer System Management Plan as a reference in Chapter 8, System Evaluation and Capacity Assurance Plan.

The segments with critical maintenance issues have been cleaned and, where appropriate, incorporated into our enhanced maintenance schedule for continued monitoring. In addition, segments with severe structural defects have either been repaired or will be scheduled for corrective action as part of the ongoing Accumulative Capital Outlay Program.

DEPARTMENT OF PUBLIC WORKS
"To Enrich Lives Through Effective and Caring Service"
900 SOUTH FREMONT AVENUE
ALHAMBRA, CALIFORNIA 91803-1331
Telephone: (626) 458-5100
http://dpw.lacounty.gov ADDRESS ALL CORRESPONDENCE TO:

P.O. BOX 1460
ALHAMBRA, CALIFORNIA 91802-1460
Mr. Greg Ramirez
February 5, 2019

Page 2 ends

If you have any questions regarding this report or the Condition Assessment Program, please contact Ms. Kari Eskridge, Sewer Maintenance Division, at (626) 300-3390, Monday through Thursday, 7 a.m. to 5 p.m. or at keskridge(c~dpw.lacountv.qov.

Very truly yours,

MARK PESTRELLA
Director of Public Works
~~
~~~~ ~ ~~r
WILLIAM J. WINTER
Assistant Deputy Director
Sewer Maintenance Division
JG:nv
H:\SMHOME\SEWER\2019\LETTERS &MEMOS\1178.DOCX
Enc.

CONDITION ASSESSMENT REPORT

LOS ANGELES COUNTY PUBLIC WORKS

CONSOLIDATED SEWER MAINTENANCE DISTRICT
100% SUMMARY
SUP. 3 City: Agoura Hills

DISTRICTS)
Report Bv: Jonathan Gonzalez Regort Date: 9/17/2018

I NTRODUCTION
As part of the Sewer Condition Assessment Program, the Los Angeles County Public Works Consolidated Sewer Maintenance District (District) has completed the closed-circuit television inspection of 275,522 feet or 100 percent of the City of Agoura Hills' (City) sewer system.

The closed-circuit television inspection of the City was completed in three projects (Project Nos. YOTV0506F, YOTV0910A, and YOTV1314A2). A copy of the Condition Assessment Reports for Project Nos. YOTV0506F and YOTV0910A can be found in the District's website at http://dpw.lacounty.gov/smd/ccty/city/. Enclosed for your reference is the Condition Assessment Report for Project No. YOTV1314A2.

SUMMARY MAINTENANCE REPORT
Our inspection revealed that approximately 83.2 percent of the system televised was free of significant blockages or restrictions that would impede sewer flows. The remaining

16.8 percent of the inspected pipe segments within the City had a Pipeline Assessment and Certification Program (PACP) maintenance grade of 3, 4, or 5 as indicated in the Quick Maintenance Rating Table shown below. These segments have been addressed with corrective action taken as noted in the enclosed reports.

QUICK MAINTENANCE RATING TABLE

DEFECT PIPE LENGTH PERCENT TOTAL
NO. OF

GRADE (FT) INSPECTED PIPE

SEGMENTS LENGTH
1: Minor 153,402 55.7 724
2: Minor to Moderate 75,620 27.5 324
3: Moderate 24,096 8.7 109
4: Significant 16,906 6.1 80
5: Most Significant 5,498 2.0 29
TOTAL 275,522 100.0 1,266

Page 1 of 2 ends

SUMMARY STRUCTURAL REPORT
Our inspection revealed that approximately 96.0 percent of the inspected pipe segments within the City were free of significant structural defects. The remaining

4.0 percent of the inspected pipe segments had a PACP structural grade of 4 or 5 as i ndicated in the Quick Structural Rating Table shown below. The priority lists for these items are located in the enclosed reports.

QUICK STRUCTURAL RATING TABLE

DEFECT PIPE PERCENT TOTAL
NO. OF

GRADE LENGTH (FT) INSPECTED PIPE

SEGMENTS LENGTH
1: Minor 239,969 87.0 1,114
2: Minor to Moderate 19,213 7.0 79
3: Moderate 5,403 2.0 23
4: Significant 8,251 3.0 37
5: Most Significant 2,686 1.0 13
TOTAL 275,522 100.0 1,266

Page 2 of 2 ends

CONDITION ASSESSMENT REPORT

LOS ANGELES COUNTY PUBLIC WORKS

CONSOLIDATED SEWER MAINTENANCE DISTRICT
PROJECT NAME:

PROJECT DATE:

SUP. DISTRICT(s)
Report Bv:

YOTV1314A2
02/24/15
3 Jonathan Gonzalez
PROJECT MGR:

CONTACT NO:

MAP PAGE(S):

Report Date:

ERIC LIU
(626) 300-3369
1090, 1091, 1118
8/17/18

I NTRODUCTION
The District conducted a condition assessment of 88,884 feet or 32.3 percent of the City's entire sewer system as part of Project No. YOTV1314A2.

The enclosed Condition Assessment Report outlines the structural and maintenance ratings of your system based on the PACP's (Version 6.0.1) rating methodology.

I ncluded in the report are the following:
• Project Overview Map (Enclosure 1)
• Quick Maintenance Rating Map, High Water Levels List and Map, Infiltration List and Map, and sample lateral notice (Enclosure 2)
• Quick Structural Rating Report Priority List and Quick Structural Rating Priority Map (Enclosure 3)
The Sewer Condition Assessment Program utilizes the PACP Quick Rating methodology to rank the structural and maintenance condition of your system based on industry standards.

PROJECT AREA AND DESCRIPTION
Project No. YOTV1314A2 included sewer lines located in the unincorporated County of Los Angeles and the Cities of Agoura Hills, Calabasas, Hidden Hills, Malibu, and Santa Clarita. Enclosed for your reference is an overview map of the project area within your City (Enclosure 1).

Page 1 of 4 ends

DEFECT GRADE DESCRIPTION
The Quick Rating indicates the number of occurrences for the highest severity grade for each pipe segment for either maintenance or structural defects. A grade of 1 indicates that a pipe segment is in excellent condition with minor defects while a grade of 5 indicates that a pipe segment may require immediate attention. A legend of the five possible defect grades is as follows:

Grade Defect Grade Descri tion
1: MINOR
2: MINOR TO MODERATE
3: MODERATE
4: SIGNIFICANT
5: MOST SIGNIFICANT

MAINTENANCE REPORT
Our inspection revealed that approximately 81.2 percent of the system televised in your City as part of Project No. YOTV1314A2 was free of significant blockages or restrictions that would impede sewer flows. The remaining 18.8 percent of the pipe segments within the City had a PACP maintenance grade of 3, 4, or 5 as indicated in the Quick Maintenance Rating Table shown below. These segments have been incorporated i nto our periodic cleaning schedule with corrective action taken.

A color-coded map showing the quick maintenance rating for each pipe segment is provided in Enclosure 2.

QUICK MAINTENANCE RATING TABLE

DEFECT GRADE PIPE LENGTH
~FT~

PERCENT TOTAL

I NSPECTED PIPE
LENGTH
NO. OF

SEGMENTS
1: Minor 48,455 54.5 240
2: Minor to Moderate 23,714 26.7 107
3: Moderate 7,628 8.6 36
4: Significant 6,992 7.9 32
5: Most Significant 2,095 2.3 10
TOTAL 88,884 100.0 425
Page2of4
Lateral Notices
Also included in the maintenance inspection reports are private lateral deficiencies discovered during the assessment of the mainline. The District does not maintain lateral l ines. It is the responsibility of the property owner to maintain their respective lateral lines to facilitate the flow of wastewater from their property to the mainline. Letters have been sent to property owners in your City notifying them of the maintenance issues detected in their laterals. A sample lateral notice letter is provided in Enclosure 2 for your reference High Water Levels
Our inspection revealed that approximately 99.4 percent of the system televised has adequate capacity. Approximately 0.6 percent of the segments inspected exhibited visual signs associated with high water levels. The capacity of the sewer pipe can be determined by analyzing several PACP codes, including Water Level, Water Mark, and miscellaneous remarks, which indicate the camera was underwater or there were sags in the line. A sewer pipe is considered at capacity when 50 percent of the diameter of the sewer pipe is full of water. However, there are conditions in which the Water Level or Water Mark has reached 50 percent or greater due to heavy flows in adjoining pipes, a temporary stoppage caused by debris in the sewer lines, or a sag in the line.

Therefore, additional review of these pipe segments was conducted to determine if any capacity issues exist.

All sewer pipes where the Water Level, Water Mark, and miscellaneous remarks of camera underwater or sags in the line are at or above 50 percent capacity have been listed and analyzed on the High Water Level Table in Enclosure 2. The nature of these high water level conditions is also summarized on this table.

A map showing the sewer lines with high water levels is provided in Enclosure 2.

Infiltration
Our inspection revealed that approximately 0.4 percent of the system included in your City as part of Project No. YOTV1314A2 has infiltration within the pipe segments.

I nfiltration is the ingress of groundwater into the sewers through a defect or porous area of the pipe wall. All sewer pipes where infiltration was found are listed on the Infiltration Table in Enclosure 2. This table also provides the proposed corrective action for these i mpacted sewer segments. If a corrective action is proposed, the work will be programmed in the next 24 months as part of our ongoing Accumulative Capital Outlay Program.

A map showing the sewer lines with infiltration is provided in Enclosure 2.

Page 3 of 4 ends

STRUCTURAL REPORT
Our inspection revealed that approximately 90.3 percent of the inspected pipe segments within the City were free of severe structural defects. The remaining 9.7 percent of the i nspected pipe segments had a PACP structural grade of 4 or 5 as indicated in the Quick Structural Rating Table shown below. These segments have been placed on a priority list based on the severity and the need for action. For items 1 through 40 in the Quick Structural Rating Report Priority List (Enclosure 3), which warrant a corrective action, the proposed corrective action will be programmed in the next 24 months as part of the ongoing Accumulative Capital Outlay Program.

A color-coded map showing the Quick Structural Rating for each pipe segment is located i n Enclosure 3.

QUICK STRUCTURAL RATING TABLE
DEFECT
GRADE

PIPE LENGTH
(FT)

PERCENT TOTAL

I NSPECTED PIPE
LENGTH
NO. OF

SEGMENTS
1: Minor 66,275 74.7 328
2: Minor to Moderate 10,421 11.7 43
3: Moderate 3,503 3.9 14
4: Significant 7,064 7.9 32
5: Most Significant 1,621 1.8 8
TOTAL 88,884 100.0 425

CONDITION ASSESSMENT PROJECTS
The Sewer Condition Assessment Program performed the condition assessment of the sewer lines within the City according to the following schedule:

FISCAL YEAR PROJECT
NAME
LENGTH
(FT)

PERCENTAGE

OF SYSTEM STATUS
2005-06 YOTV0506F 29,407 10.7 COMPLETED
2009-10 YOTV0910A 157,231 57.0 COMPLETED
2013-14 YOTV1314A2 88,884 32.3 COMPLETED
TOTAL 275,522 100.0

Page 4 of 4 ends

ENCLOSURE 1
Project Overview Map

AGOURA RD

KANAN RD

VENTURA FRWY
LOST
HILLS
RD

CORNELL RD

CHESEBRO
RD

ROADSIDE DR

LARO DR

CANWOOD ST
*****

COLODNY DR

MORRISON RANCH RD

THOUSAND OAKS BLVD

CHESEBRO CANYON RD

GREY ROCK RD

CARELL AV

FAIRVIEW
PL

FOUNTAINWOOD ST

WAGON RD

HILLRISE DR

LAS VIRGENES RD

ALSACE DR
ACADIA
AV

FOREST COVE LN
ARG
OS ST

PATR CI K HENRY PL

TIMBERLANE ST

RENEE DR

EAGLETON ST

DRIVER AV

LEWIS RD

QUAIL RUN DR

RUSTLING OAKS DR

FOOTHILL DR

MALIBU HILLS RD

CLEVELAND DR

KIMBERLY DR

LOST SPRINGS DR

CALMFIELD AV

COUNTRY GLEN RD

SHADYCREEK DR

PISCES ST

TRAILWAY LN

VENDELL RD
DERRY
AV

WOODBROOK DR

ARIES ST

AMBRIDGE DR

PALO COMADO DR

HELMOND DR

CONEJO VIEW DR

BALKINS DR

KNIGHT DR

JIM BOWIE RD

BERTRAND DR

ESWARD DR

DOROTHY DR

CANGAS DR

CALABRIA

VIA AMISTOSA

SOFTWIND WY

YANKEE DR

DE BERRY DR

VEJAR DR

LAURA LA PLANTE DR

MEDFIELD ST

MEADOW V SI TA WY

LEWIS LN

CASTLEHILL DR

LIBERTY

CANYON RD

EASTERLY RD

POPPYSEED PL

BUFFWOOD PL
UNITED
RD

BLYTHEDALE RD

DEFENDER DR

LAPWORTH DR

BLAIR PL

TENNEYSON
DR

LUDGATE DR

BRITTANY CT

CLARETON DR

CANTERBURY DR

COLINA VISTA ST

REVERE WY

OAKPATH DR

RIDGEWAY DR

PARKVILLE RD

FREETOWN LN

SILVER CREEK RD

SKYVIEW WY

MALIBU VIEW CT

CAMBRIDGE CT

CALAMINE DR

CALETA RD

IRONWOOD DR

FRANCISCA WY

CL ROBLEDA

MICHELLE DR

OLD MILL CREEK LN

HERITAGE
DR

WILLOW GLEN ST

PROVENCE DR

FENWORTH
CT

OAK GLEN ST
US-101 S EXIT 33

ACACIA GLEN ST
GARRET DR US-101 N EXIT 34

TULARE LN

ORCHID LN

CAREYBROOK DR

KERRYHILL CT

CL MONTECILLO

MARLIES ST

DEVORE CT

DANTES VIEW DR

RONDELL ST

COUNTRY CREEK LN

CASTLE VIEW DR

GERMANIA CT GARDEN OAKS CT

MEDEA CREEK RD

IMBLER CT

GREEN GRASS CT
US-101 S EXIT 34

FAIRHAVEN
CT

BARDELL DR

QUAINT ST

FOUNTAIN PL

HOT SPRINGS PL

ALLMAN ST

WINDSONG LN

MEDEA LN

IDLE DR
US-101 N EXIT 35

LANGHALL CT

CALAIS CT
*****
*****
*****

COLODNY DR

DOROTHY DR
*****

CANWOOD ST
*****

WAGON RD
*****
*****
*****

CANWOOD ST

QUAIL RUN DR
*****
*****
*****
*****

VENTURA FRWY
*****

DRIVER AV
*****
*****

LEWIS RD
*****

BALKINS DR
*****
LEWIS
RD
*****
*****
*****
*****

FAIRVIEW
PL
*****

LAS VIRGENES RD

UNITED RD
"±
!(!(
!(
!(
!(
!( ENCLOSURE 1
!(
!( !(
!( !( CCTV PROJECT
!(
!(
!(
!( Y0TV1314A2
!(
!(
!( Calabasas !(
!( !( Agoura Hills
***** !(
!(
!(
N-1090 !(
N-1065 N !(
!(
-1117 OVERVIEW
MAP
!( !(
!(
!(
!(
!(
Agoura Hills Unincorporated
O
!( 0 730 1,460 2,190 2,920
!(
Feet
!(
!( Legend !(
!(
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!( !( !( !( !( !(
!(
!( !( SMD Manholes
!( !( !( !( !( !( !( !U Other
!( (!!( (! !(
!( !(
!( !(
!(
!( !( !(
!( !( !( Manhole Type !( !(
!(!( !( !(
!( !( !(
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!(
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!( !( !( !(
!(
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!( !( !(
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!( !( !(
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!(
-1118 (! !( !( !(
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!( !( !( Q3 SMD Treatment Plants
!(
!( !( !( !( Maintained by Others:
!( !(
!( Calabasas !(
Trunk Sewerlines
!( !( !( Non SMD Sanitary Sewers
!( !( !( !( Non SMD Maintained MH
!( !( !(
!( Unincorporated SMD Operations Maps
!( !(
!( ÍP Y0TV1314A2
!( Unincorporated !( !( !(
!(
!( This map is intended only for internal operations of the !( !( Los Angeles County Sewer Maintenance Districts.
!(
!(!( Los Angles County expressly disclaims any liability for any inaccuracies which may be present in this
map. Data contained in this map is produced in
!(
!(
whole or part from the Thomas Bros. Maps® digital
!( database. This map is copyrighted, and reproduced
!( with permission granted, by Thomas Bros. Maps®.
!(
!(
N-1067
All rights reserved. N-1092 !( N-1119 !(
!(
!( September 2018
!(
ENCLOSURE 2
· Quick Maintenance Rating Map
· High Water Levels List
· Infiltration List
· High Water Levels and Infiltration Map

KANAN RD

CARELL AV
LARO
DR

ACADIA AV

FAIRVIEW PL

RUSTLING OAKS DR

CALMFIELD AV
BA
L
K
I
N
S
D
R

COLODNY DR

P SI CES ST

CHESEBRO RD
A
R
I
E
S
S
T

SHADYCREEK DR
*****
FOU
NTAI
N
WOOD
ST

BAMFIELD
DR

LAPWORTH DR

AQUARIUS AV

CAPRICORN AV

THOUSAND
OAKS
BLVD

DAYLIGHT DR

WOODCRE
E
K
CT

SKYVIEW
WY
ACANTH
U
S
CT

OAKPATH
DR
G
A
R
D
E
N
O
A
K
S
C
T

SADDLEBROOK DR

MEADOW HAVEN DR

FERAL AV
H
OLLOW
OAK
CT
OLD

CARRIAGE
CT
CAT
H
ERWOOD
CT
I
N
D
IAN
RI
DG
E
CT

FRESHWATE
R
D
R

WATERTREE CT

GLEAM CT

TACKABERRY CT
LOTA
LN
B
A
L
K
I
N
S
D
R

FAIRVIEW PL
*****
"±
!(
!(
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666787
88 89
90 91
92 !(
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93 9
!(
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108
!(
121
!(
123
124
125
100
101
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!(
126
99 !(
!(
!(
!(
127
80 79
69 109
117
118
119120
!(
!(
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102103
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128
104
82 81
70 !(
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110
111
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114
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115
!(
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129
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116
106
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130
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132
133
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138
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142
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131
!(
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!(
144
!(
76 !(
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!(
145
!(
146
!(
14 !(8
!(
147
!(
149
!(
N-1090
Agoura Hills
158
150
!(
1!(57
!(
!(
151
156
!(
!(
155
!(
159
!(
153
!(
163
!(
!(
152
!(
164
160
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166
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154
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167
165
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177
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170
169
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182
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184
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186
185
!(
187
192
!(
!(
!(
!(
188
191
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!(
190
189
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193
!( Unincorporated 97
ENCLOSURE 2

CCTV PROJECT
Y0TV1314A2

AGOURA HILLS
QUICK

MAINTENANCE

RATINGO
0 240 480 720 960
Feet
Legend
SMD Sanitary Sewers
1: MINOR
2: MINOR TO MODERATE
3: MODERATE
4: SIGNIFICANT
5: MOST SIGNIFICANT
SMD Manholes
!U Other
ManholeType
!( Standard #* DROP
Shallow
XW
Trap
!? Siphon ÍP SMD P
ump Stations
Q3
SMD Treatment Plants
Maintained byOthers:

TrunkSewerlines
Non SMD Sanitary Sewers
!( Non
SMDMaintained MH
SMD Operations Maps
Y0TV1314A2
This map is intendedonlyfor internal operations of the
LosAngeles County Sewer Maintenance Districts.

LosAngles Countyexpressly disclaims any liability
forany inaccuracies which may be present in this
map.Datacontained in this map is produced in
whole orpartfrom the Thomas Bros. Maps® digital
database.This map is copyrighted, and reproduced
withpermission granted,by Thomas Bros. Maps®.

September 2018

KANAN RD

VENTURA
FRWY
CAN
W
O
O
D
S
T

DRIVER AV

ROADSIDE
DR
A
G
O
U
RA
R
D

COLODNY DR
*****

FAIRVIEW PL

ARGOS ST

LEWIS RD

FOOTHILL
DR

THOUSAND
OAKS
BLVD
BA
L
K
I
N
S
D
R

CARELL AV

DERRY AV

CHESEBRO RD
O
A
K
C
R
E
E
K
L
N

CORNELL RD
D
O
R
O
T
H
Y
D
R

LOTA LN

HILLRISE DR
M
E
D
F
I
E
L
D
S
T

LEWIS LN

EASTERLY RD

BUFFWOOD PL

CLARETON DR

OAKPATH
DR

SKYVIEW
WY

QUAIL RUN DR

LAPWORTH DR

PALO COMADO CANYON RD
VEJAR
DR

DEVORE CT

AGOURA GLEN DR

TRAILWAY
LN
US1
01 S
EXIT
35 FOUNTAIN
PL

CLEVELAND DR

TOTH PL
M
E
D
E
A
L
N
US-101
N EXIT 35

DEEP SHADOW DR

WILLOW CT
*
*
*
*
*

VENTURA
FRWY
**
*
*
*
**
*
*
*
*
*
*
*
*
*
*
*
*
*

FAIRVIEW PL
*
*
*
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*
*
*
*
*
* *****
LEWIS RD *****
*****

CANWOOD
ST
**
*
*
*
B
A
L
K
I
N
S
D
R
M
E
D
F
I
E
L
D
S
T
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252
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246
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299
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273
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201
194
397
200
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ENCLOSURE 2

CCTV PROJECT
Y0TV1314A2

AGOURA HILLS
QUICK

MAINTENANCE
RATING
0 240 480
O
720 960
Feet
Legend
SMD Sanitary Sewers
1: MINOR
2: MINOR TO MODERATE
3: MODERATE
4: SIGNIFICANT
5: MOST SIGNIFICANT
SMD Manholes
!U Other
ManholeType
!( Standard #* DROP
Shallow
XW
Trap
!? Siphon ÍP SMD P
ump Stations
Q3
SMD Treatment Plants
Maintained byOthers:

TrunkSewerlines
Non SMD Sanitary Sewers
!( Non
SMDMaintained MH
SMD Operations Maps
Y0TV1314A2
This map is intendedonlyfor internal operations of the
LosAngeles County Sewer Maintenance Districts.

LosAngles Countyexpressly disclaims any liability
forany inaccuracies which may be present in this
map.Datacontained in this map is produced in
whole orpartfrom the Thomas Bros. Maps® digital
database.This map is copyrighted, and reproduced
withpermission granted,by Thomas Bros. Maps®.

September 2018
!(!(
!(
AG
OU
RA
RD

VENTURA
FRWY
DRIVER
AV
CAN
W
O
O
D
S
T

ROADSIDE
DR
*****

CHESEBRO
RD

COLODNY DR

RENEE DR

ARGOS ST

FAIRVIEW PL

LEWIS RD

CLEVELAND DR

DERRY AV

CORNELL RD
D
O
R
O
T
H
Y
D
R
KNIGHT
DR

FOOTHILL DR
LA
U
R
A
L
A
P
L
A
N
T
E
D
R
M
E
D
F
I
E
L
D
S
T

LEWIS LN

EASTERLY RD

CHESEBRO CANYON RD

BLAIR PL

CLARETON DR

MEDEA VALLEY DR
OAK
CREEK
LN

PALO COMADO CANYON RD CL ROBLEDA

CANYON WY

AGOURA GLEN DR

CALETA RD
US1
01 S
EXIT
35 FOUNTAIN
PL
US-101
N EXIT 35
M
E
D
F
I
E
L
D
S
T
**
*
*
*

LEWIS RD
*
*
*
*
*
**
*
*
*

VENTURA
FRWY
*****
**
*
*
*

LEWIS RD

CANWOOD
ST
*
*
*
*
*

CORNELL RD

FOOTHILL
DR
"±
253 261
!
276
278
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298
!(
275
280
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232
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279
284
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ENCLOSURE 2

CCTV PROJECT
Y0TV1314A2
!( AGOURA HILLS
QUICK

MAINTENANCE
!(
RATING
!(
!(
0 260 520
O
780 1,040
!(
!( Feet Legend
SMD Sanitary Sewers
1: MINOR
2: MINOR TO MODERATE
3: MODERATE
4: SIGNIFICANT
5: MOST SIGNIFICANT
SMD Manholes
!U Other
ManholeType
!( Standard #* DROP
Shallow
XW
Trap
!? Siphon ÍP SMD P
ump Stations
Q3
SMD Treatment Plants
Maintained byOthers:

TrunkSewerlines
Non SMD Sanitary Sewers
!( Non
SMDMaintained MH
SMD Operations Maps
Y0TV1314A2
This map is intendedonlyfor internal operations of the
LosAngeles County Sewer Maintenance Districts.

LosAngles Countyexpressly disclaims any liability
forany inaccuracies which may be present in this
map.Datacontained in this map is produced in
whole orpartfrom the Thomas Bros. Maps® digital
database.This map is copyrighted, and reproduced
withpermission granted,by Thomas Bros. Maps®.

September 2018
!(

AGOURA RD
V
E
N
T
U
RA
F
R
WY
*****

PATRICK HENRY PL

VENDELL
RD
JIM
BOWIE

RD MARKS RD
CAN
W
O
O
D
S
T

YANKEE DR

UNITED RD

DEFENDER DR

DAVIDS RD

REVERE WY

OAK SUMMIT RD
KAYS
LN
U
S
-
1 0
1 N
E
X
I
T
3 4

PARKVIEW CT

RONDELL ST
LIBERTY CANYON RD US-10
1 S
E
X
I
T
3 4

JOELTON DR

PARK COLONY CT

TARRYTOWN LN

TIFFANY CT
**
*
*
*
*****
VE
NTU
RA
FRWY
*****
*
*
*
*
*
C
A
N
W
O
O
D
S
T
"±
!(125
126
127
!(
!(
!(
129
128
!(
!(
131
!(
!(
!(
302 Unincorporated
!(
!(
!(
224
!(
!(
!(
!(
119!(
!(
(!
7463
109
77 (!
110
76 !(
62 !(
!(
104
126
!(
!(
(!
(!
!(
108
!(
12!(5
!(
!(
1!(21
127
!(
128
!(124 123 !(
!(
!(129
78 64
61 13
!(0
103
131
115
!(
!(
!(
!(
!(
!(
!(
60 107
118
!(
65 !(
!(
112
!(
106
(!
!( Agoura Hills
79 66
59 114
!(
68 !(
!(
105
102
117
!(
!(
!(
58 N-1091 N !( 67 !( !( -1118 113 !( 116 !( !( 70 !( 57 94 80 !( 100 99 98 97 96 !( (! !( !( !( !( !( !( 101 95 71 !( !( !( 133 81 56 !( !( !( 53 (!
134
135
137
!(
72 54
!(
!(
!(
55 !(
136
!(
!(
!(
82 !(
73 !(
!(9
0 !(
!( Unincorporated
83 !(
!( 85 !(
92 !(
89 !(
!(
91 ÍP
!(
86 88
!( Unincorporated
!(
!(
87 !(
!(
2 !(
93 !(
3 !(
!(
84 111
142
PARK VISTA RD!(
!(
!(
!(
141
!( Calabasas
1 !(
N-1092
N-1119
2 !(
75 69
!(
!(
!(
ENCLOSURE 2

CCTV PROJECT
Y0TV1314A2

AGOURA HILLS
QUICK

MAINTENANCE

RATINGO
0 225 450 675 900
Feet
Legend
SMD Sanitary Sewers
1: MINOR
2: MINOR TO MODERATE
3: MODERATE
4: SIGNIFICANT
5: MOST SIGNIFICANT
SMD Manholes
!U Other
ManholeType
!( Standard #* DROP
Shallow
XW
Trap
!? Siphon ÍP SMD P
ump Stations
Q3
SMD Treatment Plants
Maintained byOthers:

TrunkSewerlines
Non SMD Sanitary Sewers
!( Non
SMDMaintained MH
SMD Operations Maps
Y0TV1314A2
This map is intendedonlyfor internal operations of the
LosAngeles County Sewer Maintenance Districts.

LosAngles Countyexpressly disclaims any liability
forany inaccuracies which may be present in this
map.Datacontained in this map is produced in
whole orpartfrom the Thomas Bros. Maps® digital
database.This map is copyrighted, and reproduced
withpermission granted,by Thomas Bros. Maps®.

September 2018
ENCLOSURE 2

HIGH WATER LEVELS
CITY OFAGOURA HILLS (Y0TV1314A2)
ITEM NO. QMR START MH END MH STREET OBSERVATION: LOCATION CAPACITY CORRECTIVE ACTION 1 5141 1091-0172 1091-0174 TULARE LN Water mark (80%) YES No action needed* 2 5121 1091-0105 1091-0106 DRIVER AV Sag NO No action needed* 3 4232 1090-0147 1090-0149 CALMFIELD AV Camera underwater YES No action needed* 4 4200 1090-0085 1090-0086 DARGAN ST Camera underwater YES No action needed* 5 4100 1090-0075 1090-0085 DARGAN ST Water level high (50%) YES No action needed* 6 4100 1091-0090 1091-0093 DERRY AV Water mark (50%) YES No action needed*

KANAN RD

AGOURA RD

VENTURA FRWY

CHESEBRO
RD

ROADSIDE DR

DRIVER AV

LARO DR

COLODNY DR
*****

CHESEBRO
CANYON
RD

CARELL AV

CANWOOD ST

THOUSAND OAKS BLVD

FAIRVIEW
PL

HILLRISE DR

FOUNTAINWOOD ST

GREY ROCK RD

ACAD AI AV
ARG
OS ST

QUAIL RUN DR

TIMBERLANE ST

EAGLETON ST

CORNELL RD

LEWIS RD

RUSTLING
OAKS
DR

FOOTHILL DR

CALMFIELD AV

SHADYCREEK DR

PISCES ST

TRAILWAY LN
DERRY
AV

ARIES ST
PALO
COMADO
DR

CONEJO VIEW DR

BALKINS DR

OAK CREEK LN

DOROTHY DR

LOTA LN

CALABRIA

SOFTWIND WY

BERTRAND DR

VEJAR DR

MEDFIELD ST

MEADOW VISTA WY

LEWIS LN

CASTLEHILL DR

EASTERLY RD

QUEENS WY

BUFFWOOD PL

BLYTHEDALE RD

LAPWORTH DR

TENNEYSON
DR

BARRAGAN ST

CLARETON DR

AQUAR UI S AV

CANTERBURY DR

COLINA VISTA ST

OAKPATH DR
ROCK
TREE
DR

CAPRICORN AV

MEDEA VALLEY DR

DEEP SHADOW DR

SKYVIEW W

CAMBRIDGE C
Y
T

DAYLIGHT DR

MICHELLE DR

WOODCREEK CT

FENWORTH
CT

ACACIA GLEN ST

KINGHAM
CT

ACANTHUS CT

VALLEY HEIGHTS DR

KERRYHILL CT
DEVORE
CT

HOLLOW BROOK AV

GERMANIA CT

MACADAM
CT

SADDLEBROOK DR
IMBLER
CT

GREEN GRASS CT

MEDEABROOK PL

FAIRHAVEN
CT

BARDELL DR

QUAINT ST
US-101 S EXIT 35

FOUNTAIN PL

TOTH PL

ROCK CREEK RD

HOLLOW OAK CT

GREENBRIAR CT

ALLMAN ST

PARKHEATH DR

WARING PL

MEDEA LN

IDLE DR
US-101 N EXIT 35

OLD CARRIAGE CT

BRAEMAR CT

CATHERWOOD CT

INDIAN RIDGE CT

FRESHWATER DR

DARGAN ST

LANGHALL CT

WATERTREE CT

CANMORE ST

PROMONTORY PL

DEERVIEW CT

BAINBRIDGE
CT
BEE AV

SUN VALLEY CT

YERBA SECA AV

OAKPATH DR

OAKPATH DR
*****
*****
*****

LEWIS RD

COLODNY DR
*****

BALKINS DR

MEDFIELD ST
*****

FAIRVIEW
PL

VENTURA FRWY
*****
*****
*****
*****
*****

DOROTHY DR
*****

ROADSIDE DR

CANWOOD ST
*****
*****
*****
LEWIS
RD
"±
!(
!(
!(
!(
!(
!(
86 85 75
147
!(
149
!(
!(
!(
N-1065 N-1090 N-1117
!(
!( !(
!(
!(
Agoura Hills
!(
Unincorporated
!(
!(
!(
!(
105
106
!(
174 172 !( !( !(
93 !(
90 N-1!(066 !( N-1091 !( N-1118 !( !(
!( !( !(
(!!( !( !( !( !(
!( !(
!(
!( !( !( !(!( !(
!(
!( !( !(
!( !(
!(
!(
!( !(
!( Unincorporated
!(
ENCLOSURE 2

CCTV PROJECT
Y0TV1314A2
Agoura Hills

HIGH WATER LEVEL
0 440 880 1,320
O
1,760
Feet
Legend

HIGH WATER LEVELS

INFILTRATION
SMD Manholes
!U Other
Manhole Type
!( Standard
#* DROP
Shallow
XW Trap
!? Siphon
ÍP SMD Pump Stations
Q3 SMD Treatment Plants
Maintained by Others:

Trunk Sewerlines
Non SMD Sanitary Sewers
!( Non SMD Maintained MH
SMD Operations Maps
Y0TV1314A2
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts.

September 2018
!( !(
!( !(
ENCLOSURE 2

INFILTRATION
CITY OF AGOURA HILLS (Y0TV1314A2)

Page 1 of 1 ends

ITEM NO. QMR START MH END MH STREET OBSERVATION: LOCATION PROPOSED CORRECTIVE METHOD 1 5141 1118-0094 1118-0096 COUNTRY GLEN RD Infiltration No action needed 2 4222 1090-0113 1090-0114 COLINA VISTA ST Infiltration No action needed 3 4123 1090-0293 1090-0294 DRIVER AV Infiltration No action needed 4 4100 1090-0112 1090-0113 COLINA VISTA ST Infiltration Injection Grout 5 4100 1090-0283 1090-0284 CONEJO DR Infiltration No action needed !(

AGOURA RD

KANAN RD

VENTURA FRWY
LOST
HILLS
RD

CHESEBRO
RD

CORNELL RD

ROADSIDE DR

LARO DR

COLODNY DR
*****

CHESEBRO CANYON RD

CANWOOD ST

MORRISON RANCH RD

GREY ROCK RD

THOUSAND OAKS BLVD

CARELL AV

FAIRVIEW
PL

FOUNTAINWOOD ST

WAGON RD

HILLRISE DR

ALSACE DR

ACADIA AV
ARG
OS ST

PATR CI K HENRY PL

TIMBERLANE ST

RENEE DR

EAGLETON ST

DRIVER AV

LEWIS RD

RUSTLING OAKS DR

FOOTHILL DR

MALIBU HILLS RD

CLEVELAND DR

LOST SPRINGS DR

CALMFIELD AV

COUNTRY GLEN RD

SHADYCREEK DR

PISCES ST

CALABASAS HILLS RD

TRAILWAY LN

VENDELL RD
DERRY
AV

ARIES ST

AMBRIDGE DR

PALO COMADO DR

HELMOND DR

CONEJO VIEW DR

BALKINS DR

KNIGHT DR

JIM BOWIE RD

OAK CREEK LN

BERTRAND DR

ESWARD DR

DOROTHY DR

LOTA LN

CANGAS DR

CALABRIA

VIA AMISTOSA

SOFTWIND WY

WOODBROOK DR

YANKEE DR

DE BERRY DR

VEJAR DR

LAURA LA PLANTE DR

MEDFIELD ST

MEADOW VISTA WY

LEWIS LN

CASTLEHILL DR

EASTERLY RD

POPPYSEED PL

BUFFWOOD PL

RISTA DR

EDGEWARE DR
UNITED
RD

BLYTHEDALE RD

MEDEA MESA RD

DEFENDER DR

LAPWORTH DR

BLAIR PL

TENNEYSON
DR

LUDGATE DR

QUAIL RUN DR

BARRAGAN ST

CLARETON DR

AQUARIUS AV

CANTERBURY DR

COLINA VISTA ST

RIDGEWAY DR

REVERE WY

OAKPATH DR
ROCK
TREE
DR

WEEPING WILLOW DR

PARKVILLE RD

FREETOWN LN

DEEP SHADOW DR

SKYVIEW WY

MALIBU VIEW CT

CAMBRIDGE CT

CALETA RD

IRONWOOD DR

CL ROBLEDA

MICHELLE DR

OLD MILL CREEK LN

HERITAGE
DR

PROVENCE DR
US-101 S EXIT 33

ACACIA GLEN ST

KINGHAM
CT

ACANTHUS CT
US-101 N EXIT 34

TULARE LN

ORCHID LN

CL MONTECILLO
DEVORE
CT

DANTES VIEW DR

RONDELL ST

CASTLE VIEW DR

GERMANIA CT

SADDLEBROOK DR

GREEN GRASS CT
US-101 S EXIT 34

JOELTON DR

FAIRHAVEN
CT

BARDELL DR

QUAINT ST
US-101 N EXIT 33

FOUNTAIN PL

HUNT CLUB LN

HOT SPRINGS PL

WARING PL

MEDEA LN
US-101 N EXIT 35

FRESHWATER DR

DARGAN ST

NORMANDY DR

CANMORE ST
LYON
CT
*****

CANWOOD ST

WAGON RD
*****

MEDFIELD ST
*****
*****

BALKINS DR
*****

COLODNY DR

CANWOOD ST
*****
*****
*****

OAKPATH DR

VENTURA FRWY
*****
*****

QUAIL RUN DR
*****

LEWIS RD
*****
*****
*****
*****
*****
*****
DOROTHY DR *****

ROADSIDE DR
*****
*****
*****
LEWIS
RD
*****
*****
*****

FAIRVIEW
PL
*****

DRIVER AV

UNITED RD
"±
!(
!(!(
!(
!(
!(
(
!(
(
!(
!(
!( 112
113
114
!(
!( Calabasas
!(
!(
N-1090 !(
N-1065 N-1117
!(
!( !(
!(
!(
!(
!(
Agoura Hills Unincorporated 293
!(
294
!( 283
284
!(
!(
!( !(
!( !( !(
!(
!( !( !(
!(
!( !( !( !( (!!( !( !( !( !( !(
!( !( !(
!( !( !( !(!( !( !( !( !( !( !( !(
!(
!( !(
!(
!( !( !
!(
!( !(
!( !( !( !(
!(
!( !( !( !(
!( !(
!( !(
N-1066 N-1091 !(
!(
N
!( !( !( !( -1!(
118 !(
!
!( !(
!( !(
!( !(
!( !( !(
!( !( !( Calabasas
!(
!( !(
!( !(
!( !(
96 !( !( !(
Unincorpo
!(
rated !( !(
!( Unincorporated !( !(!(
!( ÍP
!( !( !(
!(
!(
!( !(
!( !(
N-1067 N-1092 !(
!(
94 N-1119
!(
ENCLOSURE 2

CCTV PROJECT
Y0TV1314A2
Agoura Hills

INFILTRATION
0 660 1,320 1,980
O
2,640
Feet
Legend

HIGH WATER LEVELS
!(

INFILTRATION
SMD Manholes
!U Other
Manhole Type
!( Standard
#* DROP
Shallow
XW Trap
!(
!? Siphon
!(
!( ÍP SMD Pump Stations
!(
!(!( Q3 SMD Treatment Plants
Maintained by Others:

September 2018
!(
ENCLOSURE 3
· Quick Structural Rating Report
Priority List
· Quick Structural Rating Map
ENCLOSURE 3

QUICK STRUCTURAL RATING REPORT PRIORITY LIST
CITY OF AGOURA HILLS (Y0TV1314A2)

Page 1 of 2 ends

ITEM NO. START MH END MH STREET OBSERVATION PROPOSED CORRECTIVE ACTION 1 1118-0067 1118-0070 COUNTRY GLEN RD Hole Point Repair 2 1118-0076 1118-0077 PROVIDENT RD Fracture, Hole Point Repair 3 1091-0105 1091-0106 DRIVER AV Deformed No action needed* 4 1091-WEST 1091-0119 AGOURA RD Broken Lining
5 1091-0111 1091-TRNK DOROTHY DR Broken Lining
6 1118-0062 1118-0061 JIM BOWIE RD Hole Point Repair
7 1090-0135 1090-0136 EAGLETON ST Broken Point Repair
8 1090-0178 1090-0179 CALABRIA DR Broken No action needed* 9 1118-0067 1118-0068 JOELTON DR Fractures No action needed* 10 1118-0060 1118-0061 JIM BOWIE RD Fractures No action needed* 11 1118-0064 1118-0065 GADSHILL LN Fracture No action needed* 12 1118-0058 1118-0059 JIM BOWIE RD Fracture No action needed* 13 1090-0112 1090-0117 CAPRICORN AV Fracture No action needed* 14 1091-0118 1091-0119 CALLE ROBLEDA Joint offset No action needed* 15 1118-0057 1118-0058 JIM BOWIE RD Fractures Point Repair 16 1118-0100 1118-0101 COUNTRY GLEN RD Fractures No action needed* 17 1091-0108 1091-0109 DRIVER AV Sag No action needed*
18 1090-0299 1090-0310 DRIVER AV EASEMENT Fractures No action needed* 19 1119-0001 1119-0084 PATRICK HENRY PL Fractures No action needed* 20 1091-0009 1091-TRNK CANWOOD ST Fractures No action needed* 21 1091-0022 1091-TRNK AGOURA RD EASEMENT Fractures No action needed* 22 1118-0053 1118-0054 JIM BOWIE RD Broken Point Repair ENCLOSURE 3

QUICK STRUCTURAL RATING REPORT PRIORITY LIST
CITY OF AGOURA HILLS (Y0TV1314A2)

Page 2 of 2 ends

ITEM NO. START MH END MH STREET OBSERVATION PROPOSED CORRECTIVE ACTION 23 1090-0071 1090-0110 AQUARIUS AV EASEMENT Fractures No action needed* 24 1118-0078 1118-0079 PATRICK HENRY PL Fractures No action needed* 25 1118-0089 1118-0090 UNITED RD Fractures No action needed* 26 1091-0098 1091-0099 DERRY AVE Fractures No action needed* 27 1091-0100 1091-0101 WARING PL EASEMENT Fractures No action needed* 28 1118-0104 1118-0109 ENDEAVOR ST Fractures No action needed* 29 1118-0107 1118-0108 DEFENDER DR Fractures No action needed* 30 1118-0109 1118-0110 ENDEAVOR ST Fractures No action needed* 31 1090-0110 1090-0111 COLINA VISTA ST Fractures No action needed* 32 1090-0111 1090-0112 COLINA VISTA ST Fractures No action needed* 33 1090-0112 1090-0113 COLINA VISTA ST Fractures No action needed* 34 1118-0114 1118-0117 LIBERTY CANYON RD Fractures No action needed* 35 1090-0117 1090-0118 ARIES ST Fractures No action needed* 36 1090-0118 1090-0119 ARIES ST Fractures No action needed* 37 1090-0155 1090-0156 BARDELL DR Fractures No action needed* 38 1090-0182 1090-0181 CARELL AV Fractures No action needed* 39 1090-0283 1090-0284 CONEJO DR Fractures No action needed* 40 1090-0396 1090-0397 LOTA LN PVT RD Fractures No action needed*

KANAN RD LARO
DR

CARELL AV

ACADIA AV

RUSTLING OAKS DR

CALMFIELD AV
BA
L
K
I
N
S
D
R

SHADYCREEK DR

FAIRVIEW PL

P SI CES ST
A
R
I
E
S
S
T
FOU
NTAI
N
WOOD
ST
***** THOUSAND
OAKS
BLVD

BAMFIELD DR

LAPWORTH DR

AQUARIUS AV

OAKPATH
DR

CAPRICORN AV

SKYVIEW
WY

DAYLIGHT DR

WOODCRE
E
K
CT

CHESEBRO RD
ACANTH
U
S
CT

MACADAM CT
G
A
R
D
E
N
O
A
K
S
C
T

SADDLEBROOK DR

MEADOW HAVEN DR

FERAL AV
H
OLLOW
OAK
CT
OLD

CARRIAGE
CT
CAT
H
ERWOOD
CT
I
N
D
IAN
RI
DG
E
CT

FRESHWATE
R
D
R

WATERTREE CT

GLEAM CT
LOTA
LN

BUFFWOOD PL

TACKABERRY CT

BAINBRIDGE CT

FAIRVIEW PL
*****
"±
(
141
!(
!(
64 65
6667
87 88
89 90
91 92
!(
!(!(!(
!(
!(
!(
!(
96 97
98 93
9 !(
122
!(
!(
4 !(
!(
!(
!(
!(
!(
!(
78 !(
77 !(
68 !(
108
!(
121
!(
123
124
125
100
101
!(
!(
126
99 !(
!(
!(
!(
127
80 79
69 109117
118
119
120
!(
!(
!(
!(
!(!(
!(
102103
!(
!(
!(
!(!(
128
104
82 81
70 !(
105
!(
!(
!(
110
111
112
113
114
!(
!(
115
!(
71 !(
!(
!(
!(
!(
!(
!(
129
!
116
106
!(
130
83 72
!(
!(
!(
!(
133
139
138
132
137
107
73 !(
!(
134
!(
!(
!(
!(
!(
136
!(
!(140
!(
74 !(
!(
84 !(
!(
142
135
131
!(
143
!(
!(
!(
75 85
!(
144
!(
76 !(
86 !(
!(
145
!(
146
!(
14 !(8
N-1065
!(
147
!(
149
!(
158
150 N-1090 Agoura Hills !(
1!(57
!(
!(
151
156
!(
!(
155
!(
159
!(
153
!(
163
!(
!(
152
!(
164
160
!(
166
!(
154
!(
!(
161
167
165
!(
!(
!(
!(
162!(
179
!(
178
173174
168
!(
177
!(
!(
175
!(
180
!(
!(
!(
!(
170
169
!(
!(
176
181
171
!(
!(
!(
172
182
183
!(
184
!(
!(
!(
!(
!(
186
185
!(
187
192
!(
!(
!(
188
!(
191
!(
!(
190
189
!(
!(
!(
193
!(
ENCLOSURE 3

CCTV PROJECT
Y0TV1314A2

AGOURA HILLS
QUICK

STRUCTURAL

TrunkSewerlines
Non SMD Sanitary Sewers
!( Non
SMDMaintained MH
SMD Operations Maps
Y0TV1314A2
This map is intendedonlyfor internal operations of the
LosAngeles County Sewer Maintenance Districts.

LosAnglesCountyexpressly disclaims any liability
forany inaccuracies whichmaybe present in this
map.Datacontained inthis map is produced in
whole orpartfromthe Thomas Bros. Maps® digital
database.This map iscopyrighted, and reproduced
withpermissiongranted,by Thomas Bros. Maps®.

September 2018
!(

CANWOOD
ST

VENTURA
FRWY

KANAN RD
A
G
O
U
RA
R
D

ROADSIDE
DR

COLODNY DR
*****

FAIRVIEW PL

ARGOS ST

LEWIS RD

FOOTHILL
DR

CORNELL RD

THOUSAND
OAKS
BLVD
BA
L
K
I
N
S
D
R

DERRY AV

CHESEBRO RD

CARELL AV
O
A
K
C
R
E
E
K
L
N
D
O
R
O
T
H
Y
D
R

LOTA LN
VEJAR
DR
M
E
D
F
I
E
L
D
S
T

LEWIS LN

EASTERLY RD

HILLRISE DR BUFFWOOD PL

CLARETON DR

SKYVIEW
WY

CLEVELAND DR

OAKPATH
DR

QUAIL RUN DR

DEVORE CT

AGOURA GLEN DR

LAPWORTH DR
US1
01 S
EXIT
35 FOUNTAIN

PLTOTH PL
M
E
D
E
A
L
N
US-101
N EXIT 35

TRAILWAY LN

DEEP SHADOW DR

WILLOW CT

OAKPATH
DR

CANWOOD
ST
**
*
*
*
**
*
*
*

CANWOOD
ST
*****
*
*
*
*
*

CHESEBRO RD

VENTURA
FRWY
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*

LEWIS RD
*
*
*
*
*
**
*
*
*
*****
*****

LEWIS RD
B
A
L
K
I
N
S
D
R
M
E
D
F
I
E
L
D
S
T
"±
(
(
(
!(
(
(
(
!(
!(
(
264
269
2!(65 267
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ra Hills
285286 287
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279
ENCLOSURE 3

CCTV PROJECT
Y0TV1314A2

AGOURA HILLS
QUICK

STRUCTURAL

RATINGO
0 250 500 750 1,000
Feet
Legend
SMD Sanitary Sewers
1: MINOR
2: MINOR TO MODERATE
3: MODERATE
4: SIGNIFICANT
5: MOST SIGNIFICANT
SMD Manholes
!U Other
ManholeType
!( Standard #* DROP
Shallow
XW
Trap
!? Siphon ÍP SMD P
ump Stations
Q3
SMD Treatment Plants
Maintained byOthers:

TrunkSewerlines
Non SMD Sanitary Sewers
!( Non
SMDMaintained MH
SMD Operations Maps
Y0TV1314A2
This map is intendedonlyfor internal operations of the
LosAngeles County Sewer Maintenance Districts.

LosAnglesCountyexpressly disclaims any liability
forany inaccuracies whichmaybe present in this
map.Datacontained inthis map is produced in
whole orpartfromthe Thomas Bros. Maps® digital
database.This map iscopyrighted, and reproduced
withpermissiongranted,by Thomas Bros. Maps®.

September 2018
AG
OU
RA
RD

VENTURA
FRWY
DRIVER
AV
CAN
W
O
O
D
S
T

ROADSIDE
DR
*****

CHESEBRO
RD

RENEE DR

COLODNY DR

LEWIS RD

ARGOS ST

FAIRVIEW PL

CLEVELAND DR

DERRY AV
D
O
R
O
T
H
Y
D
R

FOOTHILL DR
KNIGHT
DR
VEJAR
DR
LA
U
R
A
L
A
P
L
A
N
T
E
D
R
M
E
D
F
I
E
L
D
S
T

LEWIS LN

EASTERLY RD

CORNELL RD

BLAIR PL

CLARETON DR

CHESEBRO CANYON RD
OAK
CREEK
LN

MEDEA VALLEY DR

PALO COMADO CANYON RD CL ROBLEDA

ROCK TREE DR

CANYON WY

AGOURA GLEN DR
US1
01 S
EXIT
35 CALETA RD
US-101
N EXIT 35
**
*
*
*

LEWIS RD
*
*
*
*
*

LEWIS RD
M
E
D
F
I
E
L
D
S
T
**
*
*
*

VENTURA
FRWY
*****
**
*
*
*

CANWOOD
ST
*
*
*
*
*

FOOTHILL
DR

CORNELL RD
"±
299
271
276
278
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265 267
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279
261
296
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240
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382
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247
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3 401
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250
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288
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262
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301
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N-1090
291
292
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113
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309
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269
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297
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!(
ENCLOSURE 3

CCTV PROJECT
!( Y0TV1314A2

AGOURA HILLS
QUICK

STRUCTURAL

RATINGO
0 250 500 750 1,000
Feet
Legend
!(
SMD Sanitary Sewers
1: MINOR
!( 2: MI

NOR TO MODERATE
3: MODERATE
4: SIGNIFICANT
5: MOST SIGNIFICANT
SMD Manholes
!U Other
ManholeType
!( Standard #* DROP
Shallow
XW
Trap
!? Siphon ÍP SMD P
ump Stations
Q3
SMD Treatment Plants
Maintained byOthers:

TrunkSewerlines
Non SMD Sanitary Sewers
!( Non
SMDMaintained MH
SMD Operations Maps
!(
Y0TV1314A2
This map is intendedonlyfor internal operations of the
LosAngeles County Sewer Maintenance Districts.

LosAnglesCountyexpressly disclaims any liability
forany inaccuracies whichmaybe present in this
map.Datacontained inthis map is produced in
whole orpartfromthe Thomas Bros. Maps® digital
database.This map iscopyrighted, and reproduced
withpermissiongranted,by Thomas Bros. Maps®.

September 2018
!(

AGOURA RD
V
E
N
T
U
RA
F
R
WY
*****

PATRICK HENRY PL

VENDELL
RD
JIM
BOWIE

RD MARKS RD
CAN
W
O
O
D
S
T

YANKEE DR

UNITED RD

DEFENDER DR

DAVIDS RD

REVERE WY

OAK SUMMIT RD
KAYS
LN
U
S
-
1 0
1 N
E
X
I
T
3 4

PARKVIEW CT

RONDELL ST
LIBERTY CANYON RD US-10
1 S
E
X
I
T
3 4

JOELTON DR PARK COLONY CT

TARRYTOWN LN

TIFFANY CT
**
*
*
*
*****
VE
NTU
RA
FRWY
*****
*
*
*
*
*
C
A
N
W
O
O
D
S
T
"±
!(
104
!(
!(
(
75 !(125
126
127
!(
!(
!(
129
128
!(
!(
131
!(
!(
!(
302 Unincorporated
!(
!(
!(
224
!(
!(
!(
!(
119!(
!(
7463
110
109
77 !(
108
!(
12!(5
!(
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1!(21
127
!(
128
!(124 123 !(
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!(129
78 69
64 61
13 !(0
103
131
115
!(
!(
!(
!(
!(
!(
!(
!(
60 107
118
!(
65 !(
!(
112
!(
106
(!
!( Agoura Hills
79 66
59 114
!(
68 !(
!(
105
102
117
!(
!(
!(
58 N-1091 N !( 67 !( !( -1118 113 !( 116 !( !( 70 !( 57 94 80 !( 100 99 98 97 96 !( (! !( !( !( !( !( !( 101 95 71 !( !( !( 133 81 56 !( !( !( 53 !
134
135
137
!(
72 54
!(
!(
!(
55 !(
136
!(
!(
!(
82 !(
73 !(
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0 !(
!( Unincorporated
83 !(
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92 !(
89 !(
!(
91 ÍP
!(
86 88
!( Unincorporated
!(
!(
87 !(
!(
2 !(
93 !(
3 !(
!(
84111
142
PARK VISTA RD!(
!(
!(
!(
141
!( Calabasas
1 !(
N-1092
N-1119
2 !(
76 !(
126
!(
(!
!(
62 (!
(!
!(
!(
ENCLOSURE 3

CCTV PROJECT
Y0TV1314A2

AGOURA HILLS
QUICK

STRUCTURAL

TrunkSewerlines
Non SMD Sanitary Sewers
!( Non
SMDMaintained MH
SMD Operations Maps
Y0TV1314A2
This map is intendedonlyfor internal operations of the
LosAngeles County Sewer Maintenance Districts.

LosAnglesCountyexpressly disclaims any liability
forany inaccuracies whichmaybe present in this
map.Datacontained inthis map is produced in
whole orpartfromthe Thomas Bros. Maps® digital
database.This map iscopyrighted, and reproduced
withpermissiongranted,by Thomas Bros. Maps®.

September 2018
Appendix “O”
Location Map: Delivery Points, Maintenance
Zones, Flow Monitoring Locations, and
Hydraulic Identifications
1 2
3 4
5 6
7 8 9
10 11
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
24 23 25
26 27
28 29
30 31
32 33
34 35
36 37
1 2
3 4
5 1 2
3 4 5
1 2
3 4
5 1 2
3 4
5 6
7 8
9 1 2
3 4
5 1 2
3 4
5 1
2 3
4 5
6 7
8 9
10 11
12 13
1 2 3
4 5
6 7
8 9
10 11
12 13
14 15
16 17
18 19
20 21
22 23
24 25 26 27
28 29
30 31
32 33
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38 39
40 41
42 43
44 45 46
47 48
49 50
51 52
53 54
55 1
2 3
4 5
6 7
8 9
10 11
12 13
14 15
16 17
18 19
20 21
22 23
24 25
26 27
28 29
30 31
32 33
34 35
36 37 38
39 1 2
3 4
5 6
7 1 2
3 4
6 5
7 8
9 10 11 12
13 14
15 17 16
18 19
1 2
3 4 5
6 7
8 9
10 11 12
13 14
15 1
2 3
4 5
6 7
8 9
10 11 13
12 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
50 49
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 70
71 72
73 74
75 76
77 78
79 80
81 82
83 84
86 85
87 88
89 90
91 92
93 94
95 96
97 98
99 100
101
102
103
104
105
106
107
108
109
110
111
113 112
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146 147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
164
165
166
167
168
169
170
171
172
173
174
175
176
177
178
179
180
181
182
183
184 185
186
187
188
189
190
191
192
193
194
196 195
197
200 199 198
201
202
203
204
205
206
207
1 2
3 5 4
6 7
8 9
10 11
12 13
14 15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60 61
62 63
64 65
66 67
68 69
70 71 72
73 74
75 76
77 78
79 80
81 82
83 84
85 86
87 88
89 90
91 92
93 94
95 96
97 98
99 100
101
102
103 104 105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 1
2 3 4
5 6
7 8
9 10
11 12
13 14
15 16
18 17
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 1
2 3
4 5
6 7
8 9
10 11
12 13
14 15 16
18 17
19 20
21 23 22
24 25
26 27
28 29 30
31 32
33 1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60 61
62 63
64 65
66 67
68 69
70 71
72 73
74 75
76 77
79 78
80 81
82 83
84 85
86 87 88
89 90
91 92
93 94
95 96
97 98
99 100
101
102
103
104
105
106 107
108
109
110
111
112 113
114
115
116 117
118
119
120
121
122
123
124 126125
127 128
129
130
131 132
133
134
135
136
137
138
139
140
141
142 143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
164
165
166
167
168 169
170
171
172
173
174
175
176
177
178
179
180
181
182
183
184
185 186
187
188 189
190
191
192
193
194
195
196
197
198
199
200
201
202
203
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 70
71 72
73 74
75 76
77 78
79 80
81 82
83 84
85 86
87 88
89 90
91 92
93 94
95 96
97 98
99 100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163 164
165
166
167
168
169 170
171
172
173 174
175
176
177
178
179
180
181
182
183
184
185
186
187
188
189
190
191 192
193
194
195
196
197
198
199
200
201
202
203
204
205
206
207
208
209
210
211
212
213
214
215
216
217
218
219
220
221
222
223
224
225
226
227
228
229
230
231
232
233
234
235
236
237
238
239
240
241
242
243
244
245
246
247
248
249
250
251
252
253
254
255
256
257
258
259
260
261
262
263
264
265
266
267
268
269
270
271
272
273
274
275
276
277
278
279
280 281
282
283
284
285
286
287
288
289
290
291
292
293
294
295
296
297
298
299
300
301
302
303
304
305
306
307
308
309
310
311
312
313
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28 29
30 31
32 33
34 35
36 37 38
39 40
41 42
43 44
45 46
47 1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30 31
32 33
34 35
36 37
38 39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 1 2
3 4
5 6
7 8
9 10
11 12
13 14 15
16 17
18 19
20 21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65 66
67 68
69 70
71 72
73 74
75 76
77 79 78
80 81
82 83
84 85
86 88 87
89 90
91 92
93 94 95
96 97
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*#
*#
*#
*#
*#
*#
*#
*#

MATCHLINE - SEE LEFT

THIS AREA
ON

PRIVATE DISPOSAL SYSTEMS
SPLIT
(
(
(
( (
(
(
(
(
(
(
(
(
(
(
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KANAN
AGOURA

ROADSIDE
CARELL

COLODNY

FAIRVIEW
DRIVER
LEWIS
LARO

HILLRISE

CANWOOD

KIMBERLY

CHESEBRO
LUIS

FOOTHILL

CALMFIELD
ACADIA
PISCES

CORNELL

DOVETAIL
ARIES

FOREST COVE

LAKE LINDERO

REYES ADOBE

FOUNTAINWOOD

THOUSAND OAKS

TIMBERLANE

RAINBOW VIEW

LAKEFRONT

BERTRAND

RIDGEBROOK

CONEJO VIEW

RAINBOW HILL

ALFONSO
ARGOS

GREY ROCK
VEJAR

WHEELHOUSE
RISTA

TRAILWAY

PASSAGEWAY

MIDDLE CREST

ROLLING RIDGE

MEADOW VISTA
QUEENS

SOFTWIND

WOODBROOK

TENNYSON

MAINMAST

LAKE CREST

LARBOARD

STONECREST

MICAELA

DOROTHY

OAKPATH

BARRAGANAQUARIUS

WOODGLEN

CANTERBURY

SLICERS

CAPRICORN

RIDGEWAY
JANLOR

FAIRGRANGE

LAURA LA PLANTE

HACKERS

DUNEGAL

IRONWOOD

BRIDLE GLEN

LAKE NADINE

LADYFACE
FERAL

MARLIES

ADELINA
RIGGER

QUAIL RUN

ACANTHUS
QUAINT

EAGLEBROOK

GERMANIA

WALFORD

VALLEY HEIGHTS
TULARE
TOTH

EMERSON

MACADAM

FAIRHAVEN
ALLMAN

AGOURA GLEN

BELMONT

PALO CAMADO
DARGAN
BEE
MISTY
WARING

FOUNTAIN

WOODBRIAR

BELSIZE

PALO COMADO

LAKE LINDERO

REYES ADOBE

HILLRISE
AGOURA

CANWOOD

QUAIL RUN

FOOTHILL

MICAELA

SOFTWIND

ROADSIDE

ROADSIDE
LEWIS

THOUSAND OAKS

CHESEBRO
KANAN

DOVETAIL

QUAIL RUN
AGOURA

CANWOOD

THOUSAND OAKS

CORNELL
LARO
ARGOS
AGOURA
AGOURA

GREY ROCK
AGOURA

QUAIL RUN

CANWOOD

PALO CAMADO
ACADIA

ROADSIDE
LEWIS
KANAN
RIGGER
DRIVER

OAKPATH
KANAN
KANAN

ROADSIDE
KANAN
LEWIS
AGOURA
AGOURA
AGOURA
KANAN

CANWOOD

CHESEBRO

MAINMAST
AGOURA
AGOURA

CANWOOD

FOREST COVE

CORNELL

COLODNY
DRIVER

REYES ADOBE

CANWOOD
AGOURA

TRAILWAY
(
(
( (
( (
(
(
(
(
(
(
(
(
(
(
(

EAGLETON

SHADYCREEK

LAKE LINDERO

RUSTLING OAKS

FOUNTAINWOOD

RAINBOW CREST

GREY ROCK

SANDTRAP

HEMPSTEAD

PASSAGEWAY

CASTLEHILL

TRAIL CREEK

CALABRIA

BUFFWOOD

OAKPATH

SAINT LAURENT

GREEN MEADOW
PENROD

STRAWBERY HILL

COLINA VISTA

MICHELLE

VIA AMISTOSA VIA AMISTOSA

FAIRGRANGE

DEEP SHADOW

WEEPING WILLOW

DAYLIGHT
MODENA

FENWORTH

MEDEA VALLEY MEDEA VALLEY

ALFREDO

CAPE HORN

HERITAGE

KINGHAM

JON DODSON JON DODSON

CEDARHAVEN CEDARHAVEN

WALNUT RIDGE

ACACIA GLEN

MEADOWMISTSILVER VALLEY

BARDELL

KERRYHILL
IMBLER

EASTERLY

CAREYBROOK

GARDEN OAKS

ROCK TREE

GOODSPRING

SUNNYRIDGE

OLD SALT

TORREPINES

CAPTAINS

EDINBURGH

GREEN GRASS

HOLLOW BROOK

WOODCREEK WOODCREEK

SADDLEBROOK

FOREST RIDGE
VETS

MEDEA BROOK

HOLLOW OAK

MEADOW HAVEN
AMELIA

GREENBRIAR

BRAEMAR
GLEAM
RENEE
EMBER

PARKHEATH

BURLESON

LANGHALL

ROCK CREEK

BAMFIELD

CANMORE

CAMBRIDGE CAMBRIDGE

OLD CARRIAGE

CATHERWOOD

HIGH PEAK

INDIAN RIDGE
KIVA

FRESHWATER

WATERTREE

CALLE MONTECILLO

WILLOWTREE

GARNET HILL

HURFORD
CANYON

CALLE ROBELDA
CLEE

BRIDGEWATER

TACKABERRY

WHALEBOAT

DEERVIEW

PROMONTORY

LAZY OAK
DART

GLADEHOLLOW

LAUREL BLUFF

BAINBRIDGE

OAKVISTA

SUN VALLEY

EASTVALE

YERBA SECA

DAVEY JONES

SAILBOAT

CRESTHAVEN

HARTGLEN

GAMEBIRD
OAKFEN

COBBLESTONE

TREE HOLLOW
ALDREN

PORTSIDE

CHELSEA

MIDDLECREST

CALLE MARGARITA

ROCK VISTA

PINEWOOD

WHITINGHAM

HEATHER

EVITA COURT

POINTED OAK

CALLE ROBLEDA

REYES ADOBE

PASSAGEWAY
KANAN

THOUSAND OAKS
LEWIS

TIMBERLANE

THOUSAND OAKS

MAINMAST

CANWOOD

QUAIL RUN

WOODBROOK

THOUSAND OAKS

MIDDLE CREST

LAURA LA PLANTE

CANWOOD

DOROTHY

DOROTHY
LEWIS

PASSAGEWAY
LEWIS

RAINBOW HILL

RIDGEWAY
±

CITY OF AGOURA HILLS

SEWER SYSTEM MANAGEMENT PLAN
JUNE 2009
1 inch = 500 feet
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MATCHLINE - SEE RIGHT
(
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AGOURA

PATRICK HENRY

LIBERTY CNYN LIBERTY CYN
YANKEE
UNITED

DEFENDER

JIM BOWIE

OAK SUMMIT
REVERE
UNITED
AGOURA
(

JIM BOWIE
(
(

COUNTRY GLEN PATRICK HENRY

FREETOWN

PROVIDENT

PARK VISTA

JOELTON

ENDEAVOR

TARRYTOWN TARRYTOWN

GADSHILL
U:\jn17003_AgouraHillsSSMP\_MapFiles\pl_SSWR_APPENDIX_F.MXD PLOTTED JUNE 26, 2009 APPENDIX O:

DELIVERY POINTS, MAINTENANCE ZONES,

FLOW MONITORING LOCATIONS &

HYDRAULIC IDENTIFICATIONS
0 500 1,000 1,500 250
Feet
2401 E. Katella Avenue, Suite 450
Anaheim, CA 92806
(714)978-8200 fax (714)978-8299
LEGEND
( CONNECTION LOCATION
#* FLOW MONITOR LOCATION

LOCAL SEWER PIPES
2!!

LOCAL MANHOLES

PRIVATE SEWER PIPES

PRIVATE SEWER MANHOLES

LVMWD SEWER TRUNK

SEWER MAINTENANCE ZONES
( SEWER MAINTENANCE ZONE ID'S

CITY BOUNDARY
53 Appendix “P”
Industrial Waste Agreement

Appendix “Q”
SSMP Update Extension Letter

COUNTY OF LOS ANGELES

DEPARTMENT OF PUBLIC WORKS
“To Enrich Lives Through Effective and Caring Service”
900 SOUTH FREMONT AVENUE
ALHAMBRA, CALIFORNIA 91803-1331
Telephone: (626) 458-5100
http://dpw.lacounty.gov
MARK PESTRELLA, Director
ADDRESS ALL CORRESPONDENCE TO:

P.O. BOX 1460
ALHAMBRA, CALIFORNIA 91802-1460

IN REPLY PLEASE
REFER TO FILE: SM-1
May 1, 2025
Ms. Susana Arredondo, Executive Officer
California Regional Water Quality Control Board
Los Angeles Region
320 West 4th Street, Suite 200
Los Angeles, CA 90013
Attention Isabella Suarez
Dear Ms. Arredondo:

REQUEST FOR TIME EXTENSION

SEWER SYSTEM MANAGEMENT PLAN

CONSOLIDATED SEWER MAINTENANCE DISTRICT
This letter serves to formally request a four-month extension on the submission of the updated Sewer System Management Plan (SSMP) for the 30 member Cities and 2 unincorporated County areas (Northwest and South County Sanitation District) listed on the Enclosure and are within the Consolidated Sewer Maintenance District.

The original deadlines of May 2, 2025, and August 2, 2025, are no longer feasible due to the extensive recovery efforts undertaken by Los Angeles County Public Works in response to the recent Eaton and Palisades fires. Additionally, the earliest we can obtain Los Angeles County Board of Supervisors adoption of the SSMP is August 5, 2025.

Given these extraordinary circumstances, we respectfully request an extension of the submission deadline to September 2, 2025.

Ms. Susana Arredondo
May 1, 2025

Page 2 ends

If you have any questions, please contact me or your staff may contact Mr. Voltaire Llana, Sewer Maintenance Division, at (626) 300-3343 or [email protected].

Very truly yours,

MARK PESTRELLA, PE
Director of Public Works

ANDREW NGUMBA, PE
Assistant Deputy Director
Sewer Maintenance Division
VL:nv
H:\SMHOME\SEWER\2025\LETTERS & MEMOS\2025-81.DOCX025-81 Enc.

ATTACHMENT 1
List of Cies and Unincorporated LA County area impacted and WDID number.

Sanitation Sewer System WDID NO.
1 AGOURA HILLS 4SSO11366
2 ARTESIA 4SSO10364
3 BALDWIN PARK 4SSO10366
4 BELL GARDENS 4SSO10368
5 BELLFLOWER 4SSO10369
6 CALABASAS 4SSO11447
7 CARSON 4SSO10374
8 COMMERCE 4SSO10377
9 CUDAHY 4SSO10380
10 DIAMOND BAR 4SSO10382
11 DUARTE 4SSO10384
12 GLENDORA 4SSO10389
13 HAWAIIAN GARDENS 4SSO10390
14 LA CANADA FLINTRIDGE 4SSO10397
15 LA MIRADA 4SSO10399
16 LAKEWOOD 4SSO10402
17 LAWNDALE 4SSO10403
18 LOMITA 4SSO10404
19 MAYWOOD 4SSO10409
20 PALOS VERDES ESTATES 4SSO10414
21 PARAMOUNT 4SSO10415
22 PICO RIVERA 4SSO10417
23 RANCHO PALOS VERDES 4SSO10420
24 ROSEMEAD 4SSO10424
25 SAN DIMAS 4SSO10425
26 SANTA CLARITA 4SSO10429
27 SANTA FE SPRINGS 4SSO10430
28 SOUTH EL MONTE 4SSO10434
29 TEMPLE CITY 4SSO10437
30 WALNUT 4SSO10441
31 Unincorporated County Area CSMD-NW/County
Sanitation District CS 4SSO11374
32 Unincorporated County Area CSMD
South/County Sanitation District CS 4SSO11365
Appendix “R”
SSMP Change Log
City of Agoura Hills
Sewer System Management Plan
Change Log
Date SSMP Element/Section Description of Change/Revision Made
Change
Authorized by
10/13/25 Title Page Added City WDID and SSMP
Update date.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Signature Page Updated signed date.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Table of Contents Updated chapter and section titles to reflect updated document.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Appendices
Updated titles for appendices in
SMD SSMP to reflect 2025 SMD
SSMP Update.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Appendices
Added Appendix Q: 2025 SSMP
Update Extension Letter and
Appendix R: SSMP Update
Change Log.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Abbreviations Added newly identified
abbreviations.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 All Sections
Replaced “SSO” terminology with
“spill” as applicable throughout the
document to reflect the terminology
of the 2022 Order.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Definitions
Added definitions for “CIWQS”
“Spill” and “Water of the State”.

Revised publish date and link of
Federal Register under “Waters of
the United States” definition.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Executive Summary
Updated the executive summary
section with City history of the plan,
revised frequency of audits and
updates per 2022 Order, and
CIWQS upload/certification
requirements. Relocated
discussion on sewer system
capacity evaluation and CCTV
investigation to Chapter 8.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 1.1
Added section title. Updated the
timeline of SSMP updates. Added
reference to 2022 Order and LRO
certification of continued coverage.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 1.2
Section added to include SSMP
Update Schedule based on the
2022 Order.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 1.3
Section added to provide overview
of sewer system assets and
service area.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 2.2 Updated the section title and
designated LRO.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 2.4.1 Organizational chart updated.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 2.4.2 Positions and descriptions of
responsibilities updated.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 2.4.3 Divisions and descriptions of
responsibilities updated.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 2.4.5
Updated the Spill Reporting
Procedures Flow Chart based on
the 2022 Order.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 2.4.6
Updated the City’s Directory
including contact names, phone
numbers, and emails.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 3.1.2
Added the section for authority to
collaborate with storm sewer
agencies to coordinate emergency
spill response based on the 2022
Order.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 3.1.6 Added reference to the code
section for additional enforcement.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 3.1.8
Added section for Authority to
obtain easement accessibility
agreements for locations requiring
sewer system operations and
maintenance.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 4.1 Added section for City Sewer
Mapping System.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 4.2 Updated annual sewer service
charge information.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 4.2.1 Added section for CCTV
inspections activities.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 4.2.2 Added language on inspection
frequency.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 4.2.4 Added language on inspection
frequency.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 4.2.6 Added section for Root Foaming
preventive maintenance activities.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 4.2.7 Added section for Periodic
Maintenance activities.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 4.3.1 Updated the CSMD annual
charges.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 4.3.2 Updated the CSMD annual
charges.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 4.4
Updated SMD SSMP section
referenced. Added training topics
and CSMD attended trainings.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 4.5 Updated SMD SSMP section
referenced.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 5.1
Added reference to SMD SSMP
section on design criteria and
construction standards.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 5.2 Specified SMD staff conducting
pumping stations inspections.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 6.1 Language was added on the City’s
SERP.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 6.1.2 Updated the SMD SSMP appendix
referenced.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 6.1.3 Updated the title and added
language on traffic control training.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 6.1.4
Added language on the methods to
eliminate or minimize discharge of
a spill.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 6.1.7
Updated Regulatory Agencies
Notification and Time Frame table
per 2022 Order.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Chapter 7
Updated program name to Sewer
Pipe Blockage Control Program
based on the 2022 Order.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 7.1
Added information about
community events, website
resources, inspections and public
outreach schedule.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 7.2 Updated SMD SSMP section
referenced.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 7.4
Updated SMD SSMP section
referenced. Added information
about the permit conditions.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 7.5
Added reference to LACO Code
Section 20.36.400 and section 7.6
of the SMD SSMP.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 7.6
Updated SMD SSMP section
referenced and information on spill
events contributed to FOG.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 7.7 Added language on CSMD’s role
and methods.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 8.1
Added language on City’s 2009
Sewer System Capacity
Evaluation, condition assessments,
and CIP projects.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 8.2
Revised language about the
capacity assessment based on the
2022 Order.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 8.3
Added section for Prioritization of
Corrective Action based on the
2022 Order.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 8.4 Updated SMD SSMP section
referenced.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 8.5
Added section for Capital
Improvement Plan based on the
2022 Order.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 8.6 Updated State Assistance Program
links.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 9.1 Updated section title to
Maintenance of Information.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 9.2
Updated section title to Monitoring
of Implementation and
Effectiveness of the SSMP. Added
language on adaptive management
and audit findings.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 9.3
Added section for Program Audits
and related language based on the
2022 Order.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 9.4
Updated section title to
Assessment Preventative
Operation and Maintenance
Program.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 9.5 Updated the spill event dates to
2022-2025.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 9.5.1a Updated the Reported City Spills based on the 2022-2025 years.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 9.5.1b Updated the Agoura Hills Spill
Locations 2022-2025.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 9.5.1c Revised language on stored spill data.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 10.1
Added language on elements of
the audit and reporting
requirements.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 10.2 Updated SSMP certification
process.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 10.3 Updated SSMP Update frequency.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Chapter 11 Updated name to Communication
Program based on the 2022 Order.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Section 11.1 Added language on spill
communication procedure.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Appendix K
Updated language to reflect 2022
Order and 2025 SMD SSMP
Update.

Charmaine
Yambao, City of
Agoura Hills
10/13/25 Appendix N Added CCTV Inspection Reports
from 2008 and 2013.

Charmaine
Yambao, City of
Agoura Hills

REPORT TO CITY COUNCIL
DATE: OCTOBER 22, 2025
TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: NATHAN HAMBURGER, CITY MANAGER
BY: LUKAS QUACH, BUILDING OFFICIAL
SUBJECT:

INTRODUCE AND WAIVE FULL READING OF ORDINANCE NO. 25-480; ADOPTING BY REFERENCE THE 2025 EDITION OF THE CALIFORNIA BUILDINGS STANDARDS CODE COMPRISED OF THE 2025 EDITIONS OF THE ADMINISTRATIVE, BUILDING, RESIDENTIAL, ELECTRICAL, MECHANICAL,

PLUMBING, ENERGY, WILDLAND URBAN INTERFACE, HISTORICAL BUILDING, FIRE, EXISTING BUILDING, GREEN BUILDING STANDARDS, AND REFERENCED STANDARDS CODE, AND THE 2024

EDITION OF THE INTERNATIONAL PROPERTY MAINTENANCE CODE, AND AMENDING ARTICLES

III AND VIII OF THE AGOURA HILLS MUNICIPAL CODE, APPROVING A CEQA EXEMPTION DETERMINATION, AND SET A PUBLIC HEARING FOR NOVEMBER 12, 2025 Every three years, the State of California adopts a new set of model codes to establish uniform standards for the construction and alteration of buildings, electrical systems, plumbing systems, mechanical systems, and fire and life safety systems. The California Building Standards Commission, in early 2025, adopted the Triennial 2025 Edition of the California Code of Regulations, Title 24, consisting of the Administrative Code, Building Code, Residential Code, Electrical Code, Mechanical Code, Plumbing Code, Energy Code, Wildland Urban Interface, Historical Building Code, Fire Code, Existing Building Code, Green Buildings Standards Code, and Reference Standards Code, also known collectively as the 2025 California Building Standards Code. All jurisdictions in California are required to adopt the California Building Standards Code.

The 2025 California Building Standard Code will take effect statewide on January 1, 2026, and will be in effect in all jurisdictions in California as of that date, regardless of whether local jurisdictions have adopted it. Local jurisdictions may adopt amended versions of the California Codes, but only if they are stricter than the base California Codes and such amendments are subsequently approved by the California Building Standards Commission. The State Building Standards Code provides the minimum construction standards. Under state law, local jurisdictions are permitted to make amendments to the State Code if there are local conditions that make it reasonably necessary because of local climatic, geological, or topographical conditions.

A new State law added another set of parameters to the code-adoption process. Assembly Bill (AB) 130, recently signed by the Governor into law, placed a moratorium on new local amendments to residential building standards from October 1, 2025, to June 1, 2031. The moratorium imposes restrictions on the ability of local governments to make changes to residential building standards, applicable to both newly constructed and existing dwellings. Local governments are still permitted to adopt amendments to residential building standards when the modifications meet one of these conditions:

1. The changes or modifications are substantially equivalent to those previously filed by the city's governing body and were effective as of September 30, 2025.

2. The commission considers these changes or modifications necessary as emergency standards to safeguard health and safety.

3. The changes or modifications pertain to home hardening measures.

4. The building standards relate to home hardening and are proposed for adoption by a local fire prevention district in accordance with Section 13869.7.

5. Changes or modifications are essential to implement a local code amendment that aligns with a general plan approved on or before June 10, 2025, permitting mixed-fuel residential construction consistent with federal law, while also promoting all-electric construction as part of a strategy to reduce greenhouse gas emissions.

6. The changes or modifications are related to administrative practices, proposed for adoption during the interim period in accordance with Section 18942, and exclusively result in any of the following:

Reductions in the time required for a local agency to issue a post-entitlement permit.

Alterations to a local agency’s post-entitlement fee structure.

Modernization of, or the adoption of, new permitting platforms and software utilized by the local agency.

Reductions in the cost of internal operations for a local agency.

Establishment, alteration, or removal of local programs related to the enforcement of, or complaints about, building code violations.

Highlights of the State Code Updates from the 2022 Edition to the 2025 Edition With each code adoption cycle, the California Building Standards Code is updated to clarify ambiguous language and to bring consistency where conflicts exist among the various codes. The updated version also includes additional code provisions to address current building-related issues as highlighted below:

Building Code
The Wildland–Urban Interface (WUI) has been adopted as Part 7 of Title 24. It integrates the new Fire Hazard Severity Zone (FHSZ) maps. It expands Chapter 7A requirements for construction within these zones, emphasizing the use of ignition-resistant materials and the coordination of defensible space.

Structural & Seismic Updates: The incorporation of ASCE 7 seismic design maps, wind speed revisions, and updated load combinations is included. The code now streamlines compliance by replacing many prescriptive local rules with direct references to national standards, such as ASCE 7 (for structural loads) and TMS 402 (for masonry).

Accessibility & Housing: There are clarifications to Chapter 11A and 11B provisions concerning multifamily housing accessibility.

Residential Code
Clean up California definitions to align with model code language.

Repeal all of Section R337 – Material and construction methods for exterior wildfire exposure and replace with a note directing the code user to the new California Wildland Urban Interface Code.

Energy Code
Energy Code (Part 6): There are enhanced efficiency standards concerning envelope performance, electrification readiness, and photovoltaic plus battery storage requirements in certain occupancies.

Single-family: heat pump is the prescriptive space-heating path statewide. Gas space heat is still possible, but only through the performance method. The code also tightens heat-pump sizing and control requirements.

Stronger electric-ready & HPWH readiness
Examples: updated 30A branch-circuit requirement for heat-pump water heater “electric-ready” when gas water heating is installed; expanded refrigerant-charge verification for heat pumps.

PV and battery are now paired for many nonresidential and high-rise multifamily projects. Where a PV system is required, a battery energy storage system is also required under the 2025 rules (with limited exceptions evaluated by CEC).

Tighter envelope/fenestration plus mechanical/ventilation refinements. Lower (more stringent) mandatory/prescriptive U-factors for single-family windows; additional prescriptive details like cathedral-ceiling path; ventilation/controls updates (e.g., HRV/ERV fault-indicator display with rater verification).

CALGreen
Electric Vehicle (EV) Infrastructure: CALGreen increases the number of required EV-ready spaces for both residential and non-residential projects, aligning with state electrification goals. The previous focus on making spaces "EV Capable" is gone. The 2025 code replaces it with mandates to install actual Level 2 EV chargers and receptacle outlets now. The requirements are more stringent and complex, shifting from simple parking space percentages to dwelling-unit-based formulas.

Multifamily: If there is more than one parking space per dwelling unit, at least one charging receptacle per unit is required. If fewer than one parking space per unit is provided, all spaces must have charging facilities.

Hotel/Motel: 40% of parking spaces must have charging receptacles, and 25% must have chargers.

Highlights of Proposed City of Agoura Hills Amendments
Exhibit A. A list of all the amendments in the ordinance is shown in the attached Exhibit A, with specific amendments identified, along with the status of each amendment. Under the status column, the amendment is identified as an existing amendment if the amendment is carried from the previous cycle. The proposed amendment status indicates that a new amendment is being proposed.

Administrative Amendments. Administrative amendments that are necessary for the City to carry out procedures relating to civil, administrative, or criminal processes and remedies are adopted differently from the building standards that they enforce. Since they do not establish building standards, they may be adopted without the express findings that such modifications are reasonably necessary because of local climatic, geological, or topographical conditions. The majority of the administrative amendments are carried over from the previous code cycle, such as extending plan check and permit expiration to 12 months; providing criteria for plan check and permit extension and refund; and imposing a penalty for doing work without a permit.

Building Standards Amendments. The amendments affecting the construction standards of new buildings, additions, and alterations to existing buildings are required to be supported by findings based on local climatic, geological, or topographical conditions. Additionally, with the AB130 moratorium, making amendments to the building standards affecting residential dwellings must also fall within the exceptions outlined in AB130. With such restrictions, only a few new Agoura Hills amendments are proposed for this code adoption cycle.

The Building and Safety Division is proposing amendments to building standards in the California Building, Residential, Plumbing, Wildland Urban Interface, and California Green Buildings Standards (CALGreen) Codes.

The majority of the “amendments” are amendments adopted in the 2022 code cycle are now being carried forward as allowed in the first AB130 exception above.

The two new areas that staff is proposing amendments to are related to the newly adopted California Wildland Urban Interface Code and the California Green Buildings Code (CALGreen).

California Wildland Urban Interface Code Construction Standard for all of Agoura Hills. With the State's adoption of the 2025 Wildland–Urban Interface (WUI) Code, staff relocates the amendments previously made in Chapter 7A of the California Building Code (CBC) and Section R337 of the California Residential Code (CRC) to the amendments in the WUI Code. This includes mandating the use of ignition-resistant building materials and construction methods for all new constructions, additions, alterations, and repairs of structures within the City. This reflects the City’s desire to enforce the same construction standards throughout the City as it is required for the structures located in the VHFHSZ, without designating the entire City in this fire zone.

CALGreen Reach Code. Relating to CALGreen, staff is proposing removing the Reach Code provisions as the All-Electric Provision is unenforceable due to the Berkeley Decision (CRA V. City of Berkeley). The provisions relating to Electric Vehicle (EV) charging for Residential and Non-Residential are proposed with the following amendments:

Retain the electric vehicle (EV) provisions from the Reach Code for single-family and dual-residence homes, requiring them to be EV Ready.

For Multifamily and Hotel/Motel buildings, the new 2025 base Code EV requirements exceed the current Reach Code. AB130 prohibits any new amendments to increase EV requirements beyond this level for Multifamily, and since Hotel/Motel is grouped in the same code section as Multifamily, no new amendments are proposed.

For Non-Residential EV requirements, staff proposes adopting a local Tier 1 level EV requirement as highlighted below. This will raise minimum sustainability standards for non-residential projects, aligning with the City Council’s Climate Action and Adaptation Plan (CAAP) and sustainability goals while avoiding conflicts with AB 130. A simplified comparison of the three codes includes:

Reach Code Requirements: Approximately 30% of spaces must be EV capable, with 33% EV Charging Stations (EVCS).
2025 Calgreen Mandatory: Approximately 20% of spaces must be EV capable, with 75% EVCS for Office and Retail (50% for others).
2025 Calgreen Tier 1 EV: Approximately 30% of spaces must be EV capable, with 75% EVCS for Office and Retail (50% for others).

Grading and Drainage. Agoura Hills has hilly terrain that needs to be graded and properly drained when any construction is proposed to ensure safe development. By carrying forward the adoption of Appendix J of the California Building Code and its previously adopted amendments, the City has the guidelines and technical provisions to enforce grading requirements. The proposed new amendments, establishing more defined thresholds for the grading permit requirement, are incorporated into Appendix J of the California Building Code. The proposed administrative amendment is to clarify the exemptions from permits in Section J103.2 of Appendix J (Grading Requirements) in the California Building Code. The amendment is made to provide applicants with objective standards for when permit exemptions would apply - when earthwork is less than 50 cubic yards and meets certain prescribed conditions. This amendment aims to ensure uniformity in the review of plans and their enforcement. It also reduces ambiguity for applicants, thereby facilitating and streamlining the permitting process.

In addition to the administrative amendments that are being carried forward, below is a summary of some of the building standards amendments that are being carried forward, along with the Appendices that are adopted by a state agency that the City is required to enforce.

Seismic Structural Provisions. These amendments relating to the technical seismic provisions are carried forward as they are necessary to ensure that new buildings and structures, and additions or alterations to existing buildings or structures, are designed and constructed in accordance with the scope and objectives of the California Building Codes.

Voluntary Seismic Retrofit. Carrying forward the amendment for the earthquake mitigation standards in Appendix A of the Existing Building Code enables building owners to seismically upgrade their older buildings to a nationally recognized standard voluntarily, which will not only result in a more earthquake-resistant building, but may also result in lower insurance rates for our residents and business owners.

Automatic Gas Shut-off Valves. Carrying forward the amendment to the California Plumbing Code requires the installation of earthquake gas shut-off valves for new construction, remodel/addition with a valuation greater than $10,000, and when the property is being sold.

The Housing and Community Development Department (HCD) adopted Appendix BB (Tiny Houses), Appendix BF (Patio Covers), Appendix BK of the CRC (Cob Construction - Monolithic Adobe), Appendix BL (Hemp-Lime - Hempcrete Construction), Appendix BN (Extended Plate Wall Construction), Appendix BO (Existing Buildings and Structures), Appendix CI (Swimming Pool Safety Act), and Appendix CJ (Emergency Housing) Expedited Review of Small Residential Rooftop Solar Energy System Permits and Expedited Review of Electric Vehicle Charging Station Permits. Re-adoption of Section 8216 and Section 8217, respectively, in Chapter 2 of Article VIII of the Agoura Hills Municipal Code to provide an expedited permitting process for Electric Vehicle Charging Stations (EVCS) and Small Residential Rooftop Solar (PV) Energy Systems to comply with State Assembly Bill 1236 and State Assembly Bill 2188.
2024 International Property Maintenance Code (IPMC). The 2024 IPMC is not a part of the California Building Standards Code, as it was not adopted by the governing State agencies. It would not be enforceable unless specifically adopted by the local jurisdiction. The Building Standards Code generally applies to the construction of new buildings, and additions and alterations to existing buildings, and does not address the general upkeep or maintenance of the structure or property. The Property Maintenance Code fills this gap. Notwithstanding other provisions of the Agoura Hills Municipal Code, the adoption of the 2024 IPMC establishes minimum requirements to provide a reasonable level of health, safety, property protection, and general welfare for its occupants and the public. The provisions set minimum requirements for the responsibility of owners, an owner's authorized agent, operators, and occupants; for the occupancy of existing structures and premises; and, for administration, enforcement, and penalties of violations.

Los Angeles County Fire Department Amendments
The Los Angeles County Fire Department is currently engaged in drafting comprehensive District-wide amendments to the California Fire Code. Additionally, the Fire Department is working on developing amendments to the new California Wildland-Urban Interface Code. These efforts are expected to be completed after the City’s adoption timeline. Consequently, the City will need to adopt both the Los Angeles County Fire Code and the Los Angeles County Wildland-Urban Interface Code once they have been officially adopted by the County.

FISCAL IMPACT
There is minimal fiscal impact associated with adopting the updated California Building Code regulations. They may include additional training in plan checking, inspection, and permitting staff; updating handouts and websites; the indirect training time of applicants; and outreach to the community. The funds have been allocated to the Building and Safety Division as part of the budgeting process.

RECOMMENDATION
Staff respectfully recommends the City Council introduce and waive further reading of Ordinance No. 25-480, and set the Public Hearing for the adoption of the Ordinance for Wednesday, November 12, 2025.

Attachments
AH-Ordinance 25-480 Intro.pdf
Exhibit A-Code Amendment Summary.pdf
ORDINANCE NO. 25-480

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF AGOURA
HILLS, CALIFORNIA, ADOPTING BY REFERENCE THE 2025 EDITION

OF THE CALIFORNIA BUILDING STANDARDS CODE COMPRISED OF
THE 2025 EDITIONS OF THE ADMINISTRATIVE, BUILDING,

RESIDENTIAL, ELECTRICAL, MECHANICAL, PLUMBING, ENERGY,

WILDLAND-URBAN INTERFACE, HISTORICAL BUILDING, FIRE,

EXISTING BUILDING, GREEN BUILDING STANDARDS, AND
REFERENCED STANDARDS CODES, AND THE 2024 EDITION OF THE

INTERNATIONAL PROPERTY MAINTENANCE CODE, AMENDING
ARTICLES III and VIII OF THE AGOURA HILLS MUNICIPAL CODE, AND

APPROVING A CEQA EXEMPTION DETERMINATION
WHEREAS, it is the desire and intent of the City Council of the Agoura Hills to provide citizens with the greatest degree of structural, fire and life safety in buildings in the most cost-effective manner by adopting that body of regulations referred to as the California Building Standards Code with amendments specific to the City of Agoura Hills; and
WHEREAS, the City Council has determined that the provisions of the California Building Standards Code shall be adopted as modified, changed, and amended, as provided for in this ordinance, based upon the specific findings, and that said Council takes said action in order to more fully preserve and protect the public health, safety, welfare, and property.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF AGOURA HILLS HEREBY ORDAINS AS FOLLOWS:

SECTION 1. Sections 3100 and 3101 of Chapter 1 (Fire Prevention) of Article III (Public Safety) of the Agoura Hills Municipal Code are hereby amended to read as follows:
“3100. Adoption of California Fire Code, 2025 Edition.

Pursuant to California Government Code §§ 50022.1 to 50022.8, the California Fire Code, 2025 Edition, published as Title 24, Part 9, of the California Code of Regulations, including Appendix P (Temporary Haunted Houses, Ghost Walks and Similar Amusement Uses) and all supplements and errata thereto (collectively “CFC”), is adopted by reference, subject to the amendments, additions, and deletions set forth below.

In the event of any conflict between provisions of the California Fire Code, 2025 Edition, the governing Los Angeles County Fire Code, or any amendment to the 2025 California Building Code adopted and contained in the Agoura Hills Municipal Code, the more restrictive provision shall control to the fullest extent permitted by law.

One true copy of the CFC is on file in the office of the Building Official and is available for public inspection as required by law.

Ordinance No. 25-480

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3101. Modifications to the 2025 California Fire Code.
a) Section 101.1 is amended to read as follows:
101.1 Title. These regulations shall be known as the Fire Code of the City of Agoura Hills, hereinafter referred to as “this code”.
b) Section 103.1 is amended to read as follows:
103.1 General. The office of fire prevention is established within the jurisdiction under the direction of the fire code official for the implementation, administration and enforcement of the provisions of this code
Exception: For the enforcement of the sprinkler systems for one- or two-family dwellings and the townhouses, the Building Official or the Fire Official, at the discretion of the City Manager, shall be the responsible authority having jurisdiction.
c) Section 903.2.8 is amended to read as follows:
903.2.8 Group R. An automatic sprinkler system installed in accordance with Section 903.3 shall be provided throughout all buildings with a Group R fire area.

Fire sprinkler systems shall be installed in mobile homes, manufactured homes and multifamily manufactured homes with two dwelling units in accordance with Title 25 of the California Code of Regulations.

Exceptions:

1. Existing Group R-3 occupancies converted to Group R-3.1 occupancies not housing bedridden clients, not housing non-ambulatory clients above the first floor, and not housing clients above the second floor.

2. Existing Group R-3 occupancies converted to Group R-3.1 occupancies housing only one bedridden client and complying with Section 435.8.3.3 of the California Building Code.

3. Pursuant to Health and Safety Code, Section 13113, occupancies housing ambulatory children only, none of whom are mentally ill children or children with intellectual disabilities, and the buildings or portions thereof in which such children are housed are not more than two stories in height, and buildings or portions thereof housing such children have an automatic fire alarm system activated by approved smoke detectors.

4. Pursuant to Health and Safety Code, Section 13143.6, occupancies licensed for protective social care which house ambulatory clients only, Ordinance No. 25-480

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none of whom is a child (under the age of 18 years), or who is elderly (65 years of age or over). When not used in accordance with area or height increases for automatic fire sprinklers allowed in the California Building Code, an automatic sprinkler system installed in accordance with Section 903.3.1.2 shall be allowed in Group R-2.1 occupancies.

An automatic sprinkler system designed in accordance with Section 903.3.1.3 shall not be utilized in Group R-2.1 or R-4 occupancies. d) Section 903.2.11 is amended to read as follows:
903.2.11 - Specific building areas and hazards. In all occupancies other than Group U, an automatic sprinkler system shall be installed for building design or hazards in the locations set forth in Sections 903.2.11.1 through 903.2.11.7. e) Section 903.2.11.7 is added to read as follows:
903.2.11.7 Where Required. An automatic fire sprinkler system shall be installed in every occupancy which is newly constructed or which is modified, reconstructed, or remodeled by adding 50 percent or more of the floor area of the existing occupancy, within any 12-month period, within the City of Agoura Hills.

Exceptions:

1. Detached private garages, sheds, and agricultural buildings less than 1,000 square feet in area and separated from other structures by a minimum of six feet, are exempt from the fire sprinkler requirement.

2. Detached gazebos, pergolas, and carports open on two or more sides, that are separated from other structures by a minimum of six feet are exempt from the fire sprinkler requirement.

3. Detached U occupancies, separated from other structures by a minimum of six feet, built entirely out of non-combustible materials, and with no combustible storage, are exempt from the fire sprinkler requirement.

For the purpose of requiring the automatic fire sprinkler systems specified in this chapter, the entire floor area within the building footprint, including attached garage area shall be considered.

An automatic fire sprinkler system need not be installed in spaces or areas in telecommunications buildings used exclusively for telecommunications equipment, associated electrical power distribution equipment, batteries and standby engines, provided those spaces or areas are equipped throughout with an automatic fire alarm system and are separated from the remainder of the building by fire barriers consisting of not less than 1-hour fire-resistance-rated walls and 2-hour fire-resistance-rated floor/ceiling assemblies.

Ordinance No. 25-480

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SECTION 2. Chapters 1 (Administration) and 2 (Construction Codes) are hereby amended in Article VIII (Building Regulations) of the Agoura Hills Municipal Code to read as follows:
“Chapter 1 ADMINISTRATION
8100. Adoption of codes.
8101. Building Official designated.
8102. Administration of adopted codes.
8103. Violations and Penalties
Chapter 2 CONSTRUCTION CODES
8200. Reserved.
8201. California Administrative Code
8202. California Building Code with local amendments.
8202.5. California Residential Code with local amendments. 8203. California Electrical Code with local amendments. 8204. California Mechanical Code with local amendments. 8205. California Plumbing Code with local amendments.
8206. California Energy Code
8207. California Wildland-Urban Interface Code with local amendments. 8208. California Historical Building Code with local amendments. 8209. Reserved.
8210. California Existing Building Code with local amendments. 8211. California Green Building Standards Code with local amendments. 8212. California Referenced Standards Code
8213. Reserved.
8214. Reserved.
8215. Reserved.
8216 Expedited Review of Small Residential Rooftop Solar Energy System Permits.
8217 Expedited Review of Electric Vehicle Charging Station Permits 8218. Reserved.
8219. Reserved.

Chapter 1—ADMINISTRATION
8100. Adoption of Codes.

For the purpose of prescribing regulations for erecting, construction, enlargement, alteration, repair, improving, removal, conversion, demolition, occupancy, equipment use, height and area of buildings and structures in the City, the 2025 editions of the California Administrative Code, Building Code, Residential Code, Electrical Code, Mechanical Code, Plumbing Code, Energy Code, Wildland-Urban Interface, Historical Building Code, Ordinance No. 25-480

Page 5 ends

Fire Code, Green Building Standards Code, Existing Building Code, and Referenced Standards Code, collectively comprising the California Building Standards Code, are hereby adopted by reference, with certain amendments, as the Building Regulations of the City of Agoura Hills. For the purpose of prescribing regulations for grading and excavations, Appendix “J” of the California Building Code with amendments is adopted and will continue to be enforced.
8101. Building Official designated.

The Building Official is hereby designated as the authority charged with the administration and enforcement of Article VIII of the Agoura Hills Municipal Code with the exception of Appendix “J” of the California Building Code, which will be enforced by the Director of Public Works or his/her designee. Where the “authority having jurisdiction” is used in the adopted codes, it shall mean the Building Official.
8102. Administration of adopted codes.

Except as specified in this Article, the administration and enforcement of Article VIII shall be in accordance with the Administration Chapters of the California Building Code and California Residential Code as adopted in Section 8100 and amended in Section 8201, Section 8202, and Section 8202.5.
8103. Violations and Penalties.

In addition to any other applicable provision of this Article VIII, any person, firm, partnership, association, corporation or joint venture violating any of the provisions of Article VIII shall be guilty of a misdemeanor.

Chapter 2—CONSTRUCTION CODES
8200. Reserved.
8201. California Administrative Code adopted.

The 2025 Edition of the California Administrative Code, published by the International Code Council, and all amendments, supplements and errata thereto, is hereby adopted by reference and shall be applicable to the City of Agoura Hills, and referred to as the “Administrative Code of the City of Agoura Hills.” One copy of the California Administrative Code of the City of Agoura Hills shall be kept on file in the Building Official’s office for public inspection. 8202. California Building Code Adopted with Local Amendments A. Adoption of California Building Code, 2025 Edition.

Ordinance No. 25-480

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Pursuant to California Government Code Section 50022.2, the California Building Code, 2025 Edition, published as Title 24, Part 2, of the California Code of Regulations, including Appendix I (Patio Covers), Appendix P (Sleeping Lofts), Appendix Q (Emergency Housing), and Appendix J (Grading) and all supplements and errata thereto (collectively “CBC”), is adopted by reference, subject to the amendments, additions and deletions set forth below.

One true copy of the CBC is on file in the office of the Building Official and is available for public inspection as required by law.

B. Amendments to the 2025 California Building Code.
a) The second paragraph of Section 1.8.8.1 is amended to read as follows:

The City Council shall serve as the local appeals board or housing appeals board as specified in California Health and Safety Code Sections 17920.5 and 17920.6. b) Section 1.8.8.4 is added to read as follows:

1.8.8.4 Limitation of Authority. The Local Appeals Board and the Housing Appeals Board shall not have jurisdiction to consider, decide or rule on whether persons are responsible or not responsible for violations and public nuisances of the Agoura Hills Municipal Code, as well as on actions that are required by the City of responsible persons to correct or otherwise abate violations and/or public nuisances.

This limitation of authority shall also apply to any board that is established by the 2025 Residential, Electrical, Mechanical, Plumbing, Energy, Wildland-Urban Interface, Fire, Existing Building, and Green Building Standards Codes, as adopted by the City. c) Section 101.1 is amended to read as follows:
101.1 Title. These regulations shall be known as the Building Code of the City of Agoura Hills, hereinafter referred to as “this code”.
d) Section 101.4.5 is amended to read as follows:
101.4.5. Fire Prevention. The provisions of the California Fire Code as amended and adopted by the City of Agoura Hills shall apply to matters affecting or relating to structures, processes and premises from the hazard of fire and explosion arising from the storage, handling or use of structures, materials or device; from conditions hazardous to life, property or public welfare in the occupancy of structures or premises; and from the construction, extension, repair, alteration or removal of fire suppression, automatic sprinkler systems and alarm systems or fire hazards in the structure or on the premises from occupancy or operation. e) Section 103.3 is amended to read as follows:

Ordinance No. 25-480

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103.3 Deputies. In accordance with the prescribed procedures of this jurisdiction and with the concurrence of the appointing authority, the Building Official shall have the authority to appoint a deputy Building Official, related technical officers, inspectors, plan examiners, and other employees. Such employees shall have powers as delegated by the Building Official.
f) Section 105.1 is amended to read as follows:
105.1 Required. All persons who intend to construct, enlarge, alter, move, demolish or change the occupancy of a building or structure, or to erect, install, enlarge, alter, repair, remove, convert or replace any electrical, gas, mechanical or plumbing system, component or device, the installation of which is regulated by the Technical Codes in Article VIII of the Agoura Hills Municipal Code, shall first make written application to the Building Official and obtain each required permit. Parking lots shall not be paved, improved, striped, or restriped unless a separate permit for each parking lot has first been obtained from the Building Official.

No person shall undertake or cause grading to occur on land without the prior procurement of a grading permit unless such grading is exempt from a permit as provided for in Section J103.2 of Appendix J.

Whenever any work or installation or grading has been commenced without a permit in violation of this section, a Stop Work Order shall immediately be issued by the Building Official and a special investigation to identify the nature and extent of the unpermitted work or installation shall be made. Based on the findings of the investigation, conditions may be given to the violator to correct any unpermitted conditions to the satisfaction of the Building Official and/or the City Engineer prior to the issuance of the permit and to continue work. An investigation fee shall be paid in addition to customary fees for each permit which the work had started prior to, or at the time of, the issuance of a permit or permits. Failure to pay a special investigation fee in full constitutes cause to deny the issuance of a permit or permits. The investigation fee shall be as specified by resolution of the City Council.

The payment of the investigation fee shall not exempt any person from compliance with all other provisions of the Agoura Hills Municipal Code, or from any penalty prescribed by law for failing to obtain each required permit. g) Section 105.2, under Building - items 1 through 13 are amended, and items 14 through 18 are added; under Electrical - items 4 and 5 are added, and a new category titled Grading is added, to read as follows:

Building:

1. One-story detached accessory structures used as tool and storage sheds, shade structures, playhouses, or similar uses that are accessory to detached Ordinance No. 25-480

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one and two-family dwellings, and similar uses, provided the floor area does not exceed 120 square feet and is not more than 14 feet in height above adjacent grade. It is permissible that these structures still be regulated by Part 7 California Wildland Urban Interface Code, despite the exemption from permit.

2. Fences, other than swimming pool barriers or other than masonry or concrete, not over 6 feet high, measured from finished grade immediately adjacent to the fence to the top of the finished fence.

3. Oil derricks.

4. Retaining walls or masonry/concrete fence wall, less than 2 feet in height measured from grade immediately adjacent to the wall to the top of the wall, and not supporting a surcharge.

5. Water tanks supported directly on grade if the capacity is not greater than 5000 gallons and the ratio of height to diameter or width is not greater than 2:1.

6. Sidewalks, driveways, platforms and walkways associated with one and twofamily dwellings, not more than 30 inches above grade at any point and not located over any basement or story below, nor supporting any structure above and are not part of an accessible route.

7. Painting, papering, tiling, carpeting, cabinets, counter tops, and similar finish work.

8. Temporary motion picture, television, and theater stage sets and scenery structures that are erected and maintained for a specific period of time in connection with a filming permit that is issued pursuant to Article VI, Chapter 6 of the Agoura Hills Municipal Code. Electrical installations (including the use of generators) and gas installations for sets and structures require a permit before they occur.

9. Prefabricated swimming pools accessory to a Group R-3 Occupancy that are less than 18 inches deep, do not exceed 5,000 gallons, and are installed entirely above ground.

10.Shade cloth structures constructed for nursery or agricultural purposes, not including service systems.

11.Swings and other playground equipment accessory to detached one- and two-family dwellings.

12.Window awnings supported by an exterior wall in group R-3 and U occupancies, that are less than 12 square feet of shade cover and do not Ordinance No. 25-480

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project more than 48 inches from exterior wall and do not require additional support.

13.Non-fixed and movable fixtures, cases, racks, counters and partitions not over 5 feet 9 inches in height.

14.Detached one-story shade covers for animals when the covers are not over 12 feet in height above adjacent grade, not more than 400 feet of roof area and open on 3 sides minimum.

15.Readily removable plastic-covered hoop structures, with a maximum 12 feet in height, with no in-ground footings or foundation.

16.Replacement of residential exterior door when the door frame is not removed.

17.Replacement of a kitchen appliance with a similar appliance in the same location. This exception does not apply if the work includes opening the walls or replacing or altering the plumbing or electrical systems.

18.Flagpoles that are 20 feet or less in height above finish grade when fully extended.

Electrical:

1. Repairs and maintenance: Minor repair work, including the replacement of lamps or the connection of approved portable electrical equipment to approved permanently installed receptacles.

2. Radio and television transmitting stations: The provisions of this code shall not apply to electrical equipment used for radio and television transmissions, but do apply to equipment and wiring for a power supply and the installations of towers and antennas.

3. Temporary testing systems: A permit shall not be required for the installation of any temporary system required for the testing or servicing of electrical equipment or apparatus.

4. Removal of abandoned electrical wiring and conduits. “Abandoned” means such wiring and conduits that are not energized.

5. Low-voltage electric wiring/system (under 25 volt or 50 watts).

Gas:

1. Portable heating appliance.

Ordinance No. 25-480

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2. Replacement of any minor part that does not alter approval of equipment or make such equipment unsafe.

Mechanical:

1. Portable heating appliance.

2. Portable ventilation equipment.

3. Portable cooling unit.

4. Steam, hot or chilled water piping within any heating or cooling equipment regulated by this code.

5. Replacement of any part that does not alter its approval or make it unsafe.

6. Portable evaporative cooler.

7. Self-contained refrigeration system containing 10 pounds (4.54 kg) or less of refrigerant and actuated by motors of 1 horsepower (0.75 kW) or less.

Plumbing:

1. The stopping of leaks in drains, water, soil, waste or vent pipe, provided, however, that if any concealed trap, drain pipe, water, soil, waste or vent pipe becomes defective and it becomes necessary to remove and replace the same with new material, such work shall be considered as new work and a permit shall be obtained and inspection made as provided in this code.

2. The clearing of stoppages or the repairing of leaks in pipes, valves or fixtures and the removal and reinstallation of water closets, provided that such repairs do not involve or require the replacement or rearrangement of valves, pipes or fixtures.

Grading:

1. All grading that is exempt from a permit shall be pursuant to Section J103.2 of Appendix “J” of this code or other reference codes accepted by the Building Official.
h) Section 105.3.2 is amended to read as follows:
105.3.2 Time Limitation of Application. Unless extended or reinstated as provided herein, an application for permit is deemed abandoned if an applicant has not satisfied all requirements for a permit for proposed work or actions within twelve (12) months of tender of an application to the Building and Safety Division. The Building Official is authorized to grant one or more extensions of time for additional periods not Ordinance No. 25-480

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exceeding ninety (90) days each to complete all requirements for a permit. An applicant seeking an initial extension shall tender a request to the Building Official prior to the date the application is deemed abandoned. In order to be eligible for any further extensions, an applicant shall tender a subsequent request or requests to the Building Official before a prior extension period expires. Each extension request shall be requested in writing and justifiable cause demonstrated, as determined by the Building Official.

When an application has been deemed abandoned, a permit shall not be issued prior to the application being reinstated or a new application tendered with new fees paid.

Requests to reinstate an application that has been deemed abandoned shall be submitted to the Building Official, in writing, demonstrating justifiable cause and are subject to the approval of the Building Official. If approved by the Building Official, the fee shall be one half (1/2) of the amount of the original plan review fee, provided that the period of time following the Building Official’s date of determination of abandonment of the original application has not exceeded six (6) months, no changes have been made or will be made in the original submittal and the construction codes under which the original application was submitted are the same as the current construction codes in effect. To reinstate a application when the period of time following the Building Official’s date of determination of abandonment of the original application has exceeded six (6) months; or changes have been made or will be made in the original submittal; or current construction codes are different from those construction codes under which the original application was submitted, the permittee shall be required to pay a new full permit fee and that person shall comply with all construction codes in effect on the date of the new permit application. i) Section 105.3.2.1 is added to read as follows:
105.3.2.1 Time limitation of application in connection with an unpermitted structure. Unless extended or reinstated as provided herein, an application for a permit is deemed abandoned if an applicant has not satisfied all requirements for a permit in connection with an unpermitted structure as defined in Section 111.1.1 of this code within ninety (90) calendar days of tender of an application therefor to the Building and Safety Division. The Building Official is authorized to grant one or more extensions of time for additional periods not exceeding thirty (30) days each to complete all requirements for a permit. An applicant seeking an initial extension shall tender a request to the Building Official prior to the date the application is deemed abandoned. In order to be eligible for any further extensions, an applicant shall tender a subsequent request or requests to the Building Official before a prior extension period expires. Each extension request shall be requested in writing and justifiable cause demonstrated, as determined by the Building Official. j) Section 105.5 is amended to read as follows:
105.5 Expiration of permit. Unless extended or reinstated as provided herein, every permit issued, except those under Subsection 105.5.2, shall be deemed suspended Ordinance No. 25-480

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Agoura Hills City CouncilOctober 22, 2025

Agoura Hills City Council
October 22, 2025