Vista City Council
May 13, 2025

Section Pictures - 7/27/2021 - V29043-V29044
VISTA RANCHO VISTA 7/27/2021 V29043-V29044 11790
V29043-V29044_f2e15126-3d70-4b2e-9eb8-07853c4f299f_20
210727_094323_801.jpg, 00:01:56, 1.80ft
Broken from 9 o'clock to 11 o'clock, within 8 inch, 3inch defective
V29043-V29044_de3d4207-a11a-46f4-8713-54bad98d42d0_2
0210727_094539_009.jpg, 00:03:17, 7.70ft
Tap Break-In at 2 o'clock, 4inch dim
V29043-V29044_eaef76ca-4aba-4c0e-971d-7c509763cf4e_20
210727_094336_583.jpg, 00:01:56, 1.80ft
Broken from 9 o'clock to 11 o'clock, within 8 inch, 3inch defective
V29043-V29044_d3e6b697-8b8f-4d7f-9b3c-18dbf2b6d0ed_20
210727_094548_119.jpg, 00:03:17, 7.70ft
Tap Break-In at 2 o'clock, 4inch dim
City Street Lateral Segment Reference Nr.
05/13/2025
C6
425 of 563

Section Pictures - 7/27/2021 - V29043-V29044
VISTA RANCHO VISTA 7/27/2021 V29043-V29044 11790
V29043-V29044_e453c434-f09f-4c9d-8864-7d4f61b760bb_20
210727_094636_585.jpg, 00:03:47, 9.15ft
Deposits Attached Grease, 5% of cross sectional area from 5 o'clock to 7 o'clock, Start
V29043-V29044_ced4c505-d4ea-4304-9498-4316f7239d9d_2
0210727_095405_033.jpg, 00:08:25, 46.40ft
Deposits Attached Grease, 10% of cross sectional area from 12 o'clock to 12 o'clock
V29043-V29044_5be47c03-7e93-48b5-acdb-87e1b9b58da0_
20210727_094900_419.jpg, 00:05:32, 29.15ft
Fracture Multiple from 4 o'clock to 8 o'clock
V29043-V29044_403b8db9-b485-4d38-a485-0a9600e7efbd_2
0210727_095244_582.jpg, 00:07:54, 48.25ft
Tap Break-In at 12 o'clock, 4inch dim
City Street Lateral Segment Reference Nr.
05/13/2025
C6
426 of 563

Section Pictures - 7/27/2021 - V29043-V29044
VISTA RANCHO VISTA 7/27/2021 V29043-V29044 11790
V29043-V29044_fbd962f3-acf3-4983-afeb-36281346e665_20
210727_095308_057.jpg, 00:07:54, 48.25ft
Tap Break-In at 12 o'clock, 4inch dim
V29043-V29044_cb67ba57-6112-46e9-9aea-18f5b0589339_2
0210727_100245_136.jpg, 00:13:28, 63.15ft
Tap Break-In Intruding at 12 o'clock, 4inch dim, 2inch intrusion V29043-V29044_0c7606f5-5b84-4523-8f95-af0ebd02e6c1_20
210727_095619_548.jpg, 00:10:14, 53.95ft
Crack Longitudinal at 4 o'clock, Start
V29043-V29044_e3f03399-d596-4df0-9dd5-7b48fc563a00_20
210727_100518_974.jpg, 00:15:52, 78.80ft
Crack Longitudinal at 3 o'clock, Start
City Street Lateral Segment Reference Nr.
05/13/2025
C6
427 of 563

Section Pictures - 7/27/2021 - V29043-V29044
VISTA RANCHO VISTA 7/27/2021 V29043-V29044 11790
V29043-V29044_88db93f1-7d50-45d8-9de5-357d4e3b3129_2
0210727_100919_420.jpg, 00:19:03, 120.00ft
Fracture Circumferential from 3 o'clock to 6 o'clock
V29043-V29044_e9e97fe0-fbc6-47cc-bc9e-64dd6bc1988a_20
210727_101038_311.jpg, 00:19:35, 123.75ft
Tap Break-In Active at 2 o'clock, 4inch dim
V29043-V29044_f62b3c3a-26ee-427d-9322-dd0d58345d01_2
0210727_101018_310.jpg, 00:19:35, 123.75ft
Tap Break-In Active at 2 o'clock, 4inch dim
V29043-V29044_87a44248-7577-4110-af91-16d039d7716b_2
0210727_101140_853.jpg, 00:20:43, 128.00ft
Tap Break-In Active at 11 o'clock, 4inch dim
City Street Lateral Segment Reference Nr.
05/13/2025
C6
428 of 563

Section Pictures - 7/27/2021 - V29043-V29044
VISTA RANCHO VISTA 7/27/2021 V29043-V29044 11790
V29043-V29044_6950a44a-2895-44a0-aab1-cd61c7339b47_
20210727_101157_992.jpg, 00:20:43, 128.00ft
Tap Break-In Active at 11 o'clock, 4inch dim
V29043-V29044_9dbfa081-3daf-4641-95b5-0960af5655bd_20
210727_101306_079.jpg, 00:21:44, 130.05ft
Tap Break-In at 11 o'clock, 4inch dim
V29043-V29044_20617bf6-4dd8-4f61-aa44-1e2f0f263aa7_20
210727_101253_918.jpg, 00:21:44, 130.05ft
Tap Break-In at 11 o'clock, 4inch dim
V29043-V29044_87604b4d-e5f6-46f2-a645-2fa708e9a19b_20
210727_101605_084.jpg, 00:22:51, 130.65ft
Broken at 2 o'clock, 2inch defective, 1inch intrusion
City Street Lateral Segment Reference Nr.
05/13/2025
C6
429 of 563

Section Pictures - 7/27/2021 - V29043-V29044
VISTA RANCHO VISTA 7/27/2021 V29043-V29044 11790
V29043-V29044_8f7e4661-9b8f-4c22-8ddb-f06d68db7ae8_20
210727_101540_527.jpg, 00:22:46, 130.65ft
Fracture Multiple from 11 o'clock to 4 o'clock
V29043-V29044_cb763ba3-0b2f-4498-9329-37f2980860bf_20
210727_102016_576.jpg, 00:26:28, 185.65ft
Tap Break-In at 2 o'clock, 4inch dim
V29043-V29044_b2246883-a12d-4312-a973-7958b2f6d549_2
0210727_101955_552.jpg, 00:26:28, 185.65ft
Tap Break-In at 2 o'clock, 4inch dim
V29043-V29044_d9045977-0ebe-4182-b378-62ced4eceef6_2
0210727_102245_049.jpg, 00:28:41, 207.60ft
Crack Circumferential from 12 o'clock to 12 o'clock, 8inch defective, 1inch intrusion
City Street Lateral Segment Reference Nr.
05/13/2025
C6
430 of 563

Section Pictures - 7/27/2021 - V29043-V29044
VISTA RANCHO VISTA 7/27/2021 V29043-V29044 11790
V29043-V29044_721f8008-6bc7-49d8-b1c8-f2add134aa68_2
0210727_102424_710.jpg, 00:30:10, 225.60ft
Tap Break-In at 2 o'clock, 4inch dim

V29043-V29044_c2d87d53-23bc-4f81-94a6-54a7db2e53c6_2
0210727_102454_316.jpg, 00:30:10, 225.60ft
Tap Break-In at 2 o'clock, 4inch dim
City Street Lateral Segment Reference Nr.
05/13/2025
C6
431 of 563
No. Description Quantity Unit
Asset ID: V29063-V29064
No. DS Distance Position Type
1 3 Lining of 8" pipe (VCP) 335 LF
11 Re-establish active lateral connections 1 EA
12 Install lateral T-liner 1 EA
302.8' 12:00 BIC
27 Cleaning and pre-video inspection 335 LF
MH NO. V29064
MH NO. V29063
11112
EXIST 8" VCP SWR
PER VI-001

HACIENDA DR

HIDEAWAY TE
3 3 27
DEPTH 13.2'
DEPTH 15.7'
05/13/2025
C6
432 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 10
City: VISTA Drainage Area: Upstream MH: V29063
Street: HACIENDA Media Label: Up Rim to Invert:

Location Code: Flow Control: Downstream MH: V29064
Location Details: Sheet Number: Down Rim to Invert:

Pipe shape: Circular Sewer Use: Total gallons used: 0.0 Pipe size: 8 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0 Lining Method: Owner:

Additional Info:
1:2410 Distance Code Observation Counter Photo Grade

0.00 AMH Manhole / V29063 00:00:09 V29063-V
29064_8d
342efc-f63

0.00 MWL Water Level, 5% of the vertical dimension 00:00:18

0.00 MGO General Observation / MH V29063 INSPECTION. GOOD 00:01:09 V29063-V 29064_dca
b281b-45c

2.90 RFJ Roots Fine Joint from 4 o'clock to 8 o'clock, within 8 inch 00:01:34 V29063-V 29064_29
338180-ca
M1

6.30 RFJ Roots Fine Joint from 4 o'clock to 6 o'clock, within 8 inch 00:02:11 V29063-V 29064_7b
b0d07a-3a
M1

9.40 S01 RMJ Roots Medium Joint from 4 o'clock to 8 o'clock, 25% lost, Start, within 8 inch
00:02:33 V29063-V
29064_ee
007021-35

41.00 RBJ Roots Ball Joint from 2 o'clock to 10 o'clock, 55% lost, within 8 inch
00:06:13 V29063-V
29064_90
d5519b-95
M4

52.65 RBJ Roots Ball Joint from 12 o'clock to 12 o'clock, 60% lost, within 8 inch
00:09:26 V29063-V
29064_5f0
dbb1a-8be
M4

53.05 MGO General Observation / HEAVY CLEANING. ROOTS 00:14:02 V29063-V 29064_9d
ba0f8c-1a

56.80 RMJ Roots Medium Joint from 2 o'clock to 5 o'clock, 25% lost, within 8 inch
00:14:19 V29063-V
29064_4a
b6bf0b-f4f
M3

82.00 MGO General Observation / HEAVY CLEANING 00:15:48 V29063-V 29064_9c9
f2153-3f06

83.95 RBJ Roots Ball Joint from 12 o'clock to 12 o'clock, 100% lost, within 8 inch
00:15:34 V29063-V
29064_be
4c3a75-4f
M4
100.00 F01 RMJ Roots Medium Joint from 4 o'clock to 8 o'clock, 25% lost, Finish, within 8 inch
00:17:09 M3
133.00 S03 RFJ Roots Fine Joint from 3 o'clock to 9 o'clock, Start, within 8 inch
00:18:40
190.00 F03 RFJ Roots Fine Joint from 3 o'clock to 9 o'clock, Finish, within 8 inch
00:21:19 M1
302.80 TB Tap Break-In at 12 o'clock, 3inch dim 00:26:57 V29063-V 29064_9fb
68fe4-c20
7/20/2021 127456 OLIVEROS 0703002691 V29063-V29064
Not Known 0.0Downstream 335.8 ' 335.8 '
V29063
05/13/2025
C6
433 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 11
1:2410 Distance Code Observation Counter Photo Grade
335.85 MGO General Observation / MH V29064 INSPECTION. GOOD 00:29:47 V29063-V 29064_64
b686d2-5c
335.85 AMH Manhole / V29064 00:30:10 V29063-V
29064_e1
e5a866-e6
7/20/2021 127456 OLIVEROS 0703002691 V29063-V29064
Not Known 0.0Downstream 335.8 ' 335.8 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 433B 0.0 73.0 0.0 2.3 2.373.0
QOR
433B
V29064
05/13/2025
C6
434 of 563

Section Pictures - 7/20/2021 - V29063-V29064
VISTA HACIENDA 7/20/2021 V29063-V29064 11820
V29063-V29064_8d342efc-f635-431b-9628-8400ca76da89_2
0210720_091249_288.jpg, 00:00:09, 0.00ft
Manhole / V29063
V29063-V29064_29338180-cad6-42e6-897e-66f1af765117_2
0210720_091819_969.jpg, 00:01:34, 2.90ft
Roots Fine Joint from 4 o'clock to 8 o'clock, within 8 inch V29063-V29064_dcab281b-45c8-4bf7-8893-ad65e4b43171_2
0210720_091748_519.jpg, 00:01:09, 0.00ft
General Observation / MH V29063 INSPECTION. GOOD
V29063-V29064_ac1ea591-0493-4100-bf96-be2271006a91_2
0210720_091831_339.jpg, 00:01:34, 2.90ft
Roots Fine Joint from 4 o'clock to 8 o'clock, within 8 inch City Street Lateral Segment Reference Nr.
05/13/2025
C6
435 of 563

Section Pictures - 7/20/2021 - V29063-V29064
VISTA HACIENDA 7/20/2021 V29063-V29064 11820
V29063-V29064_7bb0d07a-3a0d-4e12-8ae8-e1cbbfb83063_2
0210720_091904_606.jpg, 00:02:11, 6.30ft
Roots Fine Joint from 4 o'clock to 6 o'clock, within 8 inch V29063-V29064_90d5519b-9519-432b-99f9-ba214c75a812_2
0210720_092353_811.jpg, 00:06:13, 41.00ft
Roots Ball Joint from 2 o'clock to 10 o'clock, 55% lost, within 8 inch
V29063-V29064_ee007021-35ad-4b7e-a447-6ef883872ef8_2
0210720_091954_458.jpg, 00:02:33, 9.40ft
Roots Medium Joint from 4 o'clock to 8 o'clock, 25% lost, Start, within 8 inch
V29063-V29064_5f0dbb1a-8be8-4468-b9a6-9d620e746891_2
0210720_093037_306.jpg, 00:09:26, 52.65ft
Roots Ball Joint from 12 o'clock to 12 o'clock, 60% lost, within 8 inch
City Street Lateral Segment Reference Nr.
05/13/2025
C6
436 of 563

Section Pictures - 7/20/2021 - V29063-V29064
VISTA HACIENDA 7/20/2021 V29063-V29064 11820
V29063-V29064_9dba0f8c-1a62-43ff-8e8e-f2b917b62460_20
210720_104120_565.jpg, 00:14:02, 53.05ft
General Observation / HEAVY CLEANING. ROOTS
V29063-V29064_9c9f2153-3f06-4b38-9349-ce51cbcbe11a_20
210720_110920_756.jpg, 00:15:48, 82.00ft
General Observation / HEAVY CLEANING
V29063-V29064_4ab6bf0b-f4f3-4307-8f75-446cf0b187ee_202
10720_104148_618.jpg, 00:14:19, 56.80ft
Roots Medium Joint from 2 o'clock to 5 o'clock, 25% lost, within 8 inch
V29063-V29064_be4c3a75-4fd9-49a7-84f8-3bd69bcb2eed_2
0210720_104443_712.jpg, 00:15:34, 83.95ft
Roots Ball Joint from 12 o'clock to 12 o'clock, 100% lost, within 8 inch
City Street Lateral Segment Reference Nr.
05/13/2025
C6
437 of 563

Section Pictures - 7/20/2021 - V29063-V29064
VISTA HACIENDA 7/20/2021 V29063-V29064 11820
V29063-V29064_9fb68fe4-c202-414d-b618-36c0117bde8d_2
0210720_112114_658.jpg, 00:26:57, 302.80ft
Tap Break-In at 12 o'clock, 3inch dim
V29063-V29064_64b686d2-5c45-4189-8328-7739a8e7d2c6_
20210720_112425_517.jpg, 00:29:47, 335.85ft
General Observation / MH V29064 INSPECTION. GOOD
V29063-V29064_ff50577e-61e7-4c7a-9219-0615f2e3be05_20
210720_112127_498.jpg, 00:26:57, 302.80ft
Tap Break-In at 12 o'clock, 3inch dim
V29063-V29064_e1e5a866-e6e6-4473-9e11-beef8ff91304_20
210720_112503_936.jpg, 00:30:10, 335.85ft
Manhole / V29064
City Street Lateral Segment Reference Nr.
05/13/2025
C6
438 of 563

Section Pictures - 7/20/2021 - V29063-V29064
VISTA HACIENDA 7/20/2021 V29063-V29064 11820
V29063-V29064_605f3215-7d27-4b5d-8efe-45171ac527d6_2
0210720_112506_547.jpg, 00:30:10, 335.85ft
Manhole / V29064
City Street Lateral Segment Reference Nr.
05/13/2025
C6
439 of 563
No. Description Quantity Unit
Asset ID: V29100-V29101
No. DS Distance Position Type
1 2
3 4
5 3 Lining of 8" pipe (VCP) 191 LF
11 Re-establish active lateral connections 6 EA

5.6' 12:00 BIC

42.2' 2:00 BIC
106.5' 12:00 BIC
113.5' 10:00 BIC
128.3' 12:00 BIC
6 153.1' 3:00 BIC
12 Install lateral T-liner 6 EA
27 Cleaning and pre-video inspection 191 LF
MH NO. V29100
MH NO. V29101
1 11 12
2 11 12
3 11 12
4 11 12
5 11 12
6 11 12
EXIST 8" VCP SWR
PER A63-04327
DEPTH 7.1'
DEPTH 7.6'
05/13/2025
C6
440 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 14
City: VISTA Drainage Area: Upstream MH: V29100
Street: MATAGUAL Media Label: Up Rim to Invert:

Location Code: Flow Control: Downstream MH: V29101
Location Details: Sheet Number: Down Rim to Invert:

Pipe shape: Circular Sewer Use: Total gallons used: 0.0 Pipe size: 8 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0 Lining Method: Owner:

Additional Info:
1:648 Distance Code Observation Counter Photo Grade

0.00 AMH Manhole / V29101 00:00:03

0.00 MWL Water Level, 5% of the vertical dimension 00:00:16

0.00 MGO General Observation / MH V29101 INSPECTION. GOOD.

SOME ROOTS
00:00:51 V29100-V
29101_9f5
6100d-f8c

5.55 TB Tap Break-In at 12 o'clock, 3inch dim 00:02:58 V29100-V 29101_c6f
19506-3d4

6.95 S01 FM Fracture Multiple from 8 o'clock to 11 o'clock, Start 00:03:26 V29100-V 29101_f1a
7f218-6bb

9.60 RFJ Roots Fine Joint at 8 o'clock, within 8 inch 00:03:55 V29100-V 29101_2fe
2c4a0-80f
M1

13.55 S02 RMJ Roots Medium Joint from 12 o'clock to 12 o'clock, 30% lost, Start, within 8 inch
00:04:21

13.55 F01 FM Fracture Multiple from 8 o'clock to 11 o'clock, Finish 00:04:23 S4

25.65 S03 FM Fracture Multiple from 9 o'clock to 3 o'clock, Start 00:05:30

31.00 F03 FM Fracture Multiple from 9 o'clock to 3 o'clock, Finish 00:06:00 S4

42.20 TB Tap Break-In at 2 o'clock, 3inch dim 00:06:54

42.20 RML Roots Medium Lateral at 2 o'clock, 50% lost 00:06:55 V29100-V 29101_45f
28c3c-68e
M3

44.65 FC Fracture Circumferential from 11 o'clock to 12 o'clock 00:07:29 S2

46.45 S06 CL Crack Longitudinal at 9 o'clock, Start 00:07:42 S3

53.50 RBJ Roots Ball Joint from 12 o'clock to 12 o'clock, 80% lost, within 8 inch
00:08:06 V29100-V
29101_f66
6e951-5d0
M4

63.70 RBJ Roots Ball Joint from 12 o'clock to 12 o'clock, 80% lost, within 8 inch
00:08:47 V29100-V
29101_e9
85795f-93
M4
9/14/2021 127417 OLIVEROS 0703002691 V29100-V29101
Not Known 0.0Upstream 191.1 ' 191.1 '
V29101
05/13/2025
C6
441 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 15
1:648 Distance Code Observation Counter Photo Grade

68.60 RMJ Roots Medium Joint at 12 o'clock, 20% lost, within 8 inch 00:09:16 V29100-V 29101_6e
aac150-d7
M4

68.60 DAR Deposits Attached Ragging, 55% of cross sectional area from 3 o'clock to 9 o'clock
00:09:48 M5

93.75 RBJ Roots Ball Joint from 12 o'clock to 12 o'clock, 70% lost, within 8 inch
00:13:04 V29100-V
29101_ae
38e129-a6
M4
102.00 F06 CL Crack Longitudinal at 9 o'clock, Finish 00:14:18 S2 104.05 RBJ Roots Ball Joint from 12 o'clock to 12 o'clock, 80% lost, within 8 inch
00:14:34 V29100-V
29101_7c7
d3046-bdb
M4
106.50 TB Tap Break-In at 12 o'clock, 3inch dim 00:15:06 V29100-V 29101_49
e60c8a-8ff
113.50 TB Tap Break-In at 10 o'clock, 3inch dim 00:16:09 V29100-V 29101_fc2
11bd1-8d0
128.30 TB Tap Break-In at 12 o'clock, 3inch dim 00:18:07 V29100-V 29101_16
a9b3b8-40
153.05 TB Tap Break-In at 3 o'clock, 3inch dim 00:20:21 V29100-V 29101_62c
66f6c-08cf
182.00 CM Crack Multiple from 12 o'clock to 12 o'clock 00:23:22 V29100-V 29101_9d
a1798f-3f6
S3
185.30 F02 RMJ Roots Medium Joint from 12 o'clock to 12 o'clock, 30% lost, Finish, within 8 inch
00:23:52 M3
191.10 MGO General Observation / MH V29100 INSPECTION. GOOD 00:25:02 191.10 AMH Manhole / V29100 00:25:21
9/14/2021 127417 OLIVEROS 0703002691 V29100-V29101
Not Known 0.0Upstream 191.1 ' 191.1 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI
4231 5145 13.0 131.0 3.2 3.1 3.1144.0
QOR
5147
V29100
05/13/2025
C6
442 of 563

Section Pictures - 9/14/2021 - V29100-V29101
VISTA MATAGUAL 9/14/2021 V29100-V29101 11861
V29100-V29101_9f56100d-f8c4-4deb-98cb-43afee3f9813_20
210914_132804_469.jpg, 00:00:51, 0.00ft
General Observation / MH V29101 INSPECTION. GOOD.

SOME ROOTS
V29100-V29101_7e882c55-ffbb-4034-a5a6-c8d7f89ce27d_20
210914_133507_338.jpg, 00:02:58, 5.55ft
Tap Break-In at 12 o'clock, 3inch dim
V29100-V29101_c6f19506-3d4b-481a-9c98-b9527a21e61a_2
0210914_133500_314.jpg, 00:02:58, 5.55ft
Tap Break-In at 12 o'clock, 3inch dim
V29100-V29101_f1a7f218-6bb9-453a-a9df-91c8bfce8fce_202
10914_133551_463.jpg, 00:03:26, 6.95ft
Fracture Multiple from 8 o'clock to 11 o'clock, Start
City Street Lateral Segment Reference Nr.
05/13/2025
C6
443 of 563

Section Pictures - 9/14/2021 - V29100-V29101
VISTA MATAGUAL 9/14/2021 V29100-V29101 11861
V29100-V29101_389e8e77-2b7e-458f-af8c-e6fe65cc55da_20
210914_133612_572.jpg, 00:03:26, 6.95ft
Fracture Multiple from 8 o'clock to 11 o'clock, Start
V29100-V29101_45f28c3c-68e2-4b3b-a70d-08343425d71d_2
0210914_134111_564.jpg, 00:06:55, 42.20ft
Roots Medium Lateral at 2 o'clock, 50% lost
V29100-V29101_2fe2c4a0-80f2-4564-a219-dbf9f1359990_20
210914_133645_152.jpg, 00:03:55, 9.60ft
Roots Fine Joint at 8 o'clock, within 8 inch
V29100-V29101_ccf413ba-c6e3-4687-9567-f053a9d6aeb3_2
0210914_134118_917.jpg, 00:06:55, 42.20ft
Roots Medium Lateral at 2 o'clock, 50% lost
City Street Lateral Segment Reference Nr.
05/13/2025
C6
444 of 563

Section Pictures - 9/14/2021 - V29100-V29101
VISTA MATAGUAL 9/14/2021 V29100-V29101 11861
V29100-V29101_f666e951-5d0c-4a25-b05c-14fa20380bab_2
0210914_134347_137.jpg, 00:08:06, 53.50ft
Roots Ball Joint from 12 o'clock to 12 o'clock, 80% lost, within 8 inch
V29100-V29101_6eaac150-d732-4470-95c8-f1d5019f2026_2
0210914_134524_351.jpg, 00:09:16, 68.60ft
Roots Medium Joint at 12 o'clock, 20% lost, within 8 inch V29100-V29101_e985795f-93e6-49c5-83a4-2ec8cf377b5b_2
0210914_134435_518.jpg, 00:08:47, 63.70ft
Roots Ball Joint from 12 o'clock to 12 o'clock, 80% lost, within 8 inch
V29100-V29101_ae38e129-a6a1-46af-96fc-305556cf9b52_20
210914_134920_941.jpg, 00:13:04, 93.75ft
Roots Ball Joint from 12 o'clock to 12 o'clock, 70% lost, within 8 inch
City Street Lateral Segment Reference Nr.
05/13/2025
C6
445 of 563

Section Pictures - 9/14/2021 - V29100-V29101
VISTA MATAGUAL 9/14/2021 V29100-V29101 11861
V29100-V29101_7c7d3046-bdbd-413d-9ac9-63982d0ae3a7_
20210914_135118_743.jpg, 00:14:34, 104.05ft
Roots Ball Joint from 12 o'clock to 12 o'clock, 80% lost, within 8 inch
V29100-V29101_14b2fd40-13ca-43a0-bc04-89f8792e925f_20
210914_135202_860.jpg, 00:15:06, 106.50ft
Tap Break-In at 12 o'clock, 3inch dim
V29100-V29101_49e60c8a-8ffb-47f7-b183-968e436f39f8_202
10914_135158_323.jpg, 00:15:06, 106.50ft
Tap Break-In at 12 o'clock, 3inch dim
V29100-V29101_fc211bd1-8d0a-4fe0-8b5f-71d0ebb5d16a_20
210914_135313_424.jpg, 00:16:09, 113.50ft
Tap Break-In at 10 o'clock, 3inch dim
City Street Lateral Segment Reference Nr.
05/13/2025
C6
446 of 563

Section Pictures - 9/14/2021 - V29100-V29101
VISTA MATAGUAL 9/14/2021 V29100-V29101 11861
V29100-V29101_4842578a-3b83-4d5f-b029-a2fc8a1f7f26_20
210914_135320_546.jpg, 00:16:09, 113.50ft
Tap Break-In at 10 o'clock, 3inch dim
V29100-V29101_d0d2a48f-2abe-4a4e-8271-8e6ab0e539d7_2
0210914_135536_172.jpg, 00:18:07, 128.30ft
Tap Break-In at 12 o'clock, 3inch dim
V29100-V29101_16a9b3b8-40a2-4bd0-b361-0c9e00cda86c_
20210914_135528_050.jpg, 00:18:07, 128.30ft
Tap Break-In at 12 o'clock, 3inch dim
V29100-V29101_62c66f6c-08cf-40c2-8947-1bbc6a89da2d_20
210914_135752_788.jpg, 00:20:21, 153.05ft
Tap Break-In at 3 o'clock, 3inch dim
City Street Lateral Segment Reference Nr.
05/13/2025
C6
447 of 563

Section Pictures - 9/14/2021 - V29100-V29101
VISTA MATAGUAL 9/14/2021 V29100-V29101 11861
V29100-V29101_7c9306e5-4ca3-4feb-8a39-4e014e933667_2
0210914_135801_476.jpg, 00:20:21, 153.05ft
Tap Break-In at 3 o'clock, 3inch dim

V29100-V29101_9da1798f-3f61-4cd6-8dc2-8196cfb39e47_20
210914_140133_903.jpg, 00:23:22, 182.00ft
Crack Multiple from 12 o'clock to 12 o'clock
City Street Lateral Segment Reference Nr.
05/13/2025
C6
448 of 563
No. Description Quantity Unit
Asset ID: V29101-V29102
3 Lining of 8" pipe (VCP) 111 LF
27 Cleaning and pre-video inspection 111 LF
MH NO. V29101
MH NO. V29102
EXIST 8" VCP SWR
PER A64-04 3 27
DEPTH 6.0'
DEPTH 7.6'
05/13/2025
C6
449 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 1
City: Buena Drainage Area: V29 Upstream MH: V29101
Street: Private Road Media Label: Migrated2017 Up Rim to Invert:

Location Code: EAS Flow Control: Downstream MH: V29102
Location Details: MATAGUAL EASEMENT Sheet Number: Down Rim to Invert:

Pipe shape: Circular Sewer Use: F Total gallons used: 0.0 Pipe size: 8 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0 Lining Method: Other Owner:

Additional Info:
1:838 Distance Code Observation Counter Photo Grade

0.00 ST Start of Survey

0.00 WL Water level

0.00 MH Manhole/Node / V29102.00 246847.jpg

2.40 RJ Roots at joint 246853.jpg

7.00 RJ Roots at joint 246854.jpg

37.30 RJ Roots at joint / CONTINUED 246855.jpg

51.90 R Roots 246856.jpg

62.50 RJ Roots at joint 246857.jpg

91.90 R Roots 246858.jpg

92.70 RJ Roots at joint 246859.jpg
102.90 RJ Roots at joint 246860.jpg
105.80 GO General observation / PRE ENTRY TO MH 101 246861.jpg 108.90 MH Manhole/Node / V29101.00 246862.jpg
108.90 FH Finish of Surveys 246866.jpg
12/24/2014 Dry Z 1 V29101-V29102
Jetting 0.0Upstream 111.0 ' 108.9 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI

QOR

V29102
V29101
05/13/2025
C6
450 of 563

Section Pictures - 12/24/2014 - V29101-V29102
Buena Private Road 12/24/2014 V29101-V29102 11862
246847.jpg, , 0.00ft
Manhole/Node / V29102.00
246854.jpg, , 7.00ft
Roots at joint
246853.jpg, , 2.40ft
Roots at joint
246855.jpg, , 37.30ft
Roots at joint / CONTINUED
City Street Lateral Segment Reference Nr.
05/13/2025
C6
451 of 563

Section Pictures - 12/24/2014 - V29101-V29102
Buena Private Road 12/24/2014 V29101-V29102 11862
246856.jpg, , 51.90ft
Roots
246858.jpg, , 91.90ft
Roots
246857.jpg, , 62.50ft
Roots at joint
246859.jpg, , 92.70ft
Roots at joint
City Street Lateral Segment Reference Nr.
05/13/2025
C6
452 of 563

Section Pictures - 12/24/2014 - V29101-V29102
Buena Private Road 12/24/2014 V29101-V29102 11862
246860.jpg, , 102.90ft
Roots at joint
246862.jpg, , 108.90ft
Manhole/Node / V29101.00
246861.jpg, , 105.80ft
General observation / PRE ENTRY TO MH 101
246866.jpg, , 108.90ft
Finish of Surveys
City Street Lateral Segment Reference Nr.
05/13/2025
C6
453 of 563
No. Description Quantity Unit
Asset ID: V29102-V29103
3 Lining of 8" pipe (VCP) 78 LF
27 Cleaning and pre-video inspection 78 LF
MH NO. V29103
MH NO. V29102
EXIST 8" VCP SWR
PER A63-04327
DEPTH 23.4'
DEPTH 6.0'
05/13/2025
C6
454 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 1
City: VISTA Drainage Area: Upstream MH: V29102
Street: MATAGUAL Media Label: Up Rim to Invert:

Location Code: Flow Control: Downstream MH: V29103
Location Details: Sheet Number: Down Rim to Invert:

Pipe shape: Circular Sewer Use: Total gallons used: 0.0 Pipe size: 8 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0 Lining Method: Owner:

Additional Info:
1:582 Distance Code Observation Counter Photo Grade

0.00 AMH Manhole / V29103 00:00:15

0.00 MWL Water Level, 20% of cross sectional area 00:00:19 bf5ac7cf-b f92-4d0b-9
1d1-778e6

0.00 MGO General Observation / MH V29103 INSPECTION. HEAVY ROOTS
00:00:55

4.60 S01 RFJ Roots Fine Joint from 12 o'clock to 12 o'clock, within 8 inch, Start
00:01:42 eba12c64-
78bb-4198
-b52f-809d

19.40 RMJ Roots Medium Joint from 12 o'clock to 12 o'clock, 45% lost, within 8 inch
00:02:42 e02980df-f
b1f-455a-b
759-eb562
M3

39.65 RMJ Roots Medium Joint from 12 o'clock to 12 o'clock, 45% lost, within 8 inch
00:03:49 M3

44.45 RMJ Roots Medium Joint from 12 o'clock to 12 o'clock, 30% lost, within 8 inch
00:04:25 b5b2677e-
6219-47f7-
8a65-92ec
M3

55.10 RMJ Roots Medium Joint from 12 o'clock to 12 o'clock, 45% lost, within 8 inch
00:05:35 1813f59c-
67c6-4143
-9a9e-fd18
M3

59.00 MWL Water Level, 50% of cross sectional area 00:06:55

61.50 RBJ Roots Ball Joint from 12 o'clock to 12 o'clock, 75% lost, within 8 inch
00:07:21 78ec53ef-
8e18-48c5
-801a-704
M4

64.80 RBJ Roots Ball Joint from 12 o'clock to 12 o'clock, 60% lost, within 8 inch
00:08:39 M4

69.60 S02 CL Crack Longitudinal at 12 o'clock, within 8 inch, Start 00:10:39 3c8f26e6- 5db6-4440
-9202-b49

69.80 RBJ Roots Ball Joint from 12 o'clock to 12 o'clock, 80% lost, within 8 inch
00:12:01 M4

76.15 RBJ Roots Ball Joint from 12 o'clock to 12 o'clock, 80% lost, within 8 inch
00:16:09 M4
8/18/2021 OLIVEROS 0703002691 V29102-V29103
Not Known Upstream 77.9 ' 77.9 '
V29103
05/13/2025
C6
455 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 2
1:582 Distance Code Observation Counter Photo Grade

77.90 F01 RFJ Roots Fine Joint from 12 o'clock to 12 o'clock, within 8 inch, Finish
00:17:34 M1

77.90 F02 CL Crack Longitudinal at 12 o'clock, within 8 inch, Finish 00:17:37 S2

77.90 MGO Reversal Inspection / MH V29102 INSPECTION OK.

SOME ROOTS
00:17:38 4578ba6b-
d9c3-4ccd-
a974-4737
8/18/2021 OLIVEROS 0703002691 V29102-V29103
Not Known Upstream 77.9 ' 77.9 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI
2200 4434 4.0 43.0 2.0 1.9 1.947.0
QOR
4434
V29102
05/13/2025
C6
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Section Pictures - 8/18/2021 - V29102-V29103
VISTA MATAGUAL 8/18/2021 V29102-V29103 11863
bf5ac7cf-bf92-4d0b-91d1-778e68c7d96f_20210818_121223_
823.jpg, 00:00:19, 0.00ft
Water Level, 20% of cross sectional area
eba12c64-78bb-4198-b52f-809de39349f4_20210818_121329
_703.jpg, 00:01:42, 4.60ft
Roots Fine Joint from 12 o'clock to 12 o'clock, within 8 inch, Start
9e672f3b-4928-413e-8338-17018cac97ae_20210818_121654
_155.jpg, 00:00:19, 0.00ft
Water Level, 20% of cross sectional area
e02980df-fb1f-455a-b759-eb562ba65bf1_20210818_121440_
884.jpg, 00:02:42, 19.40ft
Roots Medium Joint from 12 o'clock to 12 o'clock, 45% lost, within 8 inch
City Street Lateral Segment Reference Nr.
05/13/2025
C6
457 of 563

Section Pictures - 8/18/2021 - V29102-V29103
VISTA MATAGUAL 8/18/2021 V29102-V29103 11863
b5b2677e-6219-47f7-8a65-92ecc7d8c2c3_20210818_121706
_796.jpg, 00:04:25, 44.45ft
Roots Medium Joint from 12 o'clock to 12 o'clock, 30% lost, within 8 inch
1813f59c-67c6-4143-9a9e-fd18e8f47985_20210818_121817_
419.jpg, 00:05:35, 55.10ft
Roots Medium Joint from 12 o'clock to 12 o'clock, 45% lost, within 8 inch
ba676624-9f7a-49fd-a405-469a25abbf04_20210818_121707_
883.jpg, 00:04:25, 44.45ft
Roots Medium Joint from 12 o'clock to 12 o'clock, 30% lost, within 8 inch
f22acf83-48d3-4652-9eba-61ac356d193a_20210818_121824
_385.jpg, 00:05:35, 55.10ft
Roots Medium Joint from 12 o'clock to 12 o'clock, 45% lost, within 8 inch
City Street Lateral Segment Reference Nr.
05/13/2025
C6
458 of 563

Section Pictures - 8/18/2021 - V29102-V29103
VISTA MATAGUAL 8/18/2021 V29102-V29103 11863
78ec53ef-8e18-48c5-801a-7045ed1e8b3c_20210818_122541
_547.jpg, 00:07:21, 61.50ft
Roots Ball Joint from 12 o'clock to 12 o'clock, 75% lost, within 8 inch
4578ba6b-d9c3-4ccd-a974-473798dfd0b6_20210818_123326
_202.jpg, 00:17:38, 77.90ft
Reversal Inspection / MH V29102 INSPECTION OK. SOME
ROOTS
3c8f26e6-5db6-4440-9202-b497210067ca_20210818_123053
_708.jpg, 00:10:39, 69.60ft
Crack Longitudinal at 12 o'clock, within 8 inch, Start
City Street Lateral Segment Reference Nr.
05/13/2025
C6
459 of 563
No. Description Quantity Unit
Asset ID: V31068-V31070
3 Lining of 8" pipe (VCP) 107 LF
27 Cleaning and pre-video inspection 107 LF
MH NO. V31068
MH NO. V31070
DRIFTING CIRCLE DR.

EXIST 8" VCP SWR
PER A63-04 3 27DEPTH 6.7'
DEPTH 13.5'
05/13/2025
C6
460 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 1
City: Buena Drainage Area: V31 Upstream MH: V31068
Street: DRIFTING CR Media Label: Up Rim to Invert:

Location Code: EAS Flow Control: Downstream MH: V31070
Location Details: Sheet Number: Down Rim to Invert:

Pipe shape: Circular Sewer Use: F Total gallons used: 0.0 Pipe size: 8 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0 Lining Method: Other Owner:

Additional Info:
1:808 Distance Code Observation Counter Photo Grade

0.00 AMH Manhole / V31068 00:00:00

0.00 MWL Water Level, 5% of the vertical dimension

1.00 S01 RFJ Roots Fine Joint from 12 o'clock to 12 o'clock, Start, within 8 inch
00:00:19 V31068-V
31070_4c1
5ce50-939

35.00 FM Fracture Multiple from 3 o'clock to 9 o'clock 00:00:59 V31068-V 31070_57
2df647-3e
S4

55.60 FM Fracture Multiple from 3 o'clock to 9 o'clock 00:02:00 V31068-V 31070_64
0a0596-eb
S4

80.00 B Broken from 7 o'clock to 3 o'clock 00:02:46 V31068-V 31070_3cd
3dd8b-d97
S5

96.00 B Broken from 2 o'clock to 9 o'clock 00:03:47 V31068-V 31070_43
0fbb4a-04
S5
101.20 S02 FM Fracture Multiple from 12 o'clock to 12 o'clock, Start 00:04:13 V31068-V 31070_0af
661dd-00a
101.70 BSV Broken Soil Visible at 12 o'clock 00:04:12 V31068-V 31070_c83
ace37-ea3
S5
105.00 F02 FM Fracture Multiple from 12 o'clock to 12 o'clock, Finish 00:04:26 S4 106.00 B Broken from 5 o'clock to 8 o'clock 00:04:28 V31068-V 31070_19f
172dd-15d
S5
106.50 F01 RFJ Roots Fine Joint from 12 o'clock to 12 o'clock, Finish, within 8 inch
00:04:28 M1
108.00 AMH Manhole / V31070 00:04:35
6/22/2020 UNKNOWN UNKNOWN V31068-V31070
Not Known 0.0Downstream 107.0 ' 108.0 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI
5443 1C00 32.0 21.0 4.6 1.0 1.953.0
QOR
5443
V31068
V31070
05/13/2025
C6
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Section Pictures - 6/22/2020 - V31068-V31070
Buena DRIFTING CR 6/22/2020 V31068-V31070 12099
V31068-V31070_4c15ce50-9391-47e3-8ba7-fc812d26d667_2
0230919_114339_701.jpg, 00:00:19, 1.00ft
Roots Fine Joint from 12 o'clock to 12 o'clock, Start, within 8 inch
V31068-V31070_640a0596-ebd2-441f-ad49-23915c99f557_2
0230919_114529_113.jpg, 00:02:00, 55.60ft
Fracture Multiple from 3 o'clock to 9 o'clock
V31068-V31070_572df647-3ee0-4045-b0e7-13e8151ae6a5_2
0230919_114416_675.jpg, 00:00:59, 35.00ft
Fracture Multiple from 3 o'clock to 9 o'clock
V31068-V31070_3cd3dd8b-d972-48d8-8cb8-3c99e00c323f_2
0230919_114610_852.jpg, 00:02:46, 80.00ft
Broken from 7 o'clock to 3 o'clock
City Street Lateral Segment Reference Nr.
05/13/2025
C6
462 of 563

Section Pictures - 6/22/2020 - V31068-V31070
Buena DRIFTING CR 6/22/2020 V31068-V31070 12099
V31068-V31070_430fbb4a-04d2-4c65-a7ba-230917410202_2
0230919_114726_966.jpg, 00:03:47, 96.00ft
Broken from 2 o'clock to 9 o'clock
V31068-V31070_c83ace37-ea35-497f-a3af-ef4f2e4b7ebb_20
230919_114808_010.jpg, 00:04:12, 101.70ft
Broken Soil Visible at 12 o'clock
V31068-V31070_0af661dd-00a5-44b1-b2f2-502bfa18ab90_20
230919_114851_492.jpg, 00:04:13, 101.20ft
Fracture Multiple from 12 o'clock to 12 o'clock, Start
V31068-V31070_19f172dd-15d4-4ec9-8135-d86a3a930224_2
0230919_114939_696.jpg, 00:04:28, 106.00ft
Broken from 5 o'clock to 8 o'clock
City Street Lateral Segment Reference Nr.
05/13/2025
C6
463 of 563
No. Description Quantity Unit
Asset ID: V32122-V32170
3 Lining of 8" pipe (DIP) 312 LF
27 Cleaning and pre-video inspection 312 LF
MH NO. V32170
MH NO. V32122
EXIST 8" DIP SWR
PER D 1947-C 3 27
DEPTH 6.0'
DEPTH 8.1'
05/13/2025
C6
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Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 1
City: Buena Drainage Area: V32 Upstream MH: V32122
Street: HACIENDA DR Media Label: Migrated2017 Up Rim to Invert:

Location Code: EASE Flow Control: Downstream MH: V32170 Location Details: Sheet Number: Down Rim to Invert:

Pipe shape: Circular Sewer Use: F Total gallons used: 0.0 Pipe size: 8 " Sewer Category: SEC Joints passed: 0
Pipe material: DI Purpose: Joints failed: 0
Lining Method: Other Owner:

Additional Info:
1:2356 Distance Code Observation Counter Photo Grade

0.00 GO General observation / ROOTS IN MH 122 MEDIUM ON SHELF
280689.jpg

0.00 WL Water level

0.00 GO General observation / MH 122 INSPECTION IS GOOD 280690.jpg

0.00 ST Start of Survey

0.00 MH Manhole/Node / V32122.00 280682.jpg
309.50 GO General observation / PRE ENTRY MH 170 280691.jpg 313.20 GO General observation / MH 170 INSPECTION IS GOOD 280692.jpg 313.20 FH Finish of Surveys / MH 170 280697.jpg
313.20 MH Manhole/Node / V32170.00 280693.jpg
4/27/2017 Dry Z 1 V32122-V32170
No Pre-Cleaning 0.0Downstream 312.1 ' 313.2 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI

QOR

V32122
V32170
05/13/2025
C6
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Section Pictures - 4/27/2017 - V32122-V32170
Buena HACIENDA DR 4/27/2017 V32122-V32170 12354
280689.jpg, , 0.00ft
General observation / ROOTS IN MH 122 MEDIUM ON
SHELF
280682.jpg, , 0.00ft
Manhole/Node / V32122.00
280690.jpg, , 0.00ft
General observation / MH 122 INSPECTION IS GOOD
280691.jpg, , 309.50ft
General observation / PRE ENTRY MH 170
City Street Lateral Segment Reference Nr.
05/13/2025
C6
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Section Pictures - 4/27/2017 - V32122-V32170
Buena HACIENDA DR 4/27/2017 V32122-V32170 12354
280692.jpg, , 313.20ft
General observation / MH 170 INSPECTION IS GOOD
280693.jpg, , 313.20ft
Manhole/Node / V32170.00
280697.jpg, , 313.20ft
Finish of Surveys / MH 170
City Street Lateral Segment Reference Nr.
05/13/2025
C6
467 of 563
No. Description Quantity Unit
Asset ID: V12073-V12074
No. DS Distance Position Type
1 2
3 4
5 3 Lining of 6" pipe (VCP) 179 LF
11 Re-establish lateral connections 7 EA
MH NO. V12073
MH NO. V12074
EXIST 6" VCP SWR
PER NS 823 27
12 Install lateral T-liner 6 EA
27 Cleaning and pre-video inspection 179 LF

3.0' 10:00 WYE

6.2' 12:00 BIC

36.5' 12:00 BIC
117.5' 10:00 BIC
6 151.6' 12:00 BIC
171.4' 11:00 BIC
1 11
2 11 12
3 11 12
4 11 12
611 12
511 12

HILLSIDE TE

ARDY'S PL
DEPTH 12.6'
DEPTH 6.2'
05/13/2025
C6
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Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 30
City: Buena Drainage Area: V12 Upstream MH: V12073
Street: STONYHURST CT Media Label: Up Rim to Invert:

Location Code: C/W Flow Control: Downstream MH: V12074
Location Details: Sheet Number: Down Rim to Invert:

Pipe shape: Circular Sewer Use: F Total gallons used: 0.0 Pipe size: 6 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0 Lining Method: Owner:

Additional Info:
1:916 Distance Code Observation Counter Photo Grade

0.00 AMH Manhole / V12073.00 00:00:14 V12073-V
12074_85
ed7dfd-b3

0.00 MWL Water Level, 5% of the vertical dimension 00:00:32 V12073-V 12074_b9
d037b6-eb

0.00 MGO General Observation / MH INSPECTION IS GOOD 00:00:48 V12073-V 12074_c4a
35e48-749

1.93 TBB Tap Break-In Abandoned at 9 o'clock, 4inch dim 00:01:25 V12073-V 12074_b2
496ee1-76

2.00 MGO General Observation / MORE PHOTOS OF FRACTURE 00:02:14 V12073-V 12074_da
442359-5f

2.06 B Broken from 12 o'clock to 12 o'clock / SEVERE BREAKS AROUND WHAT LOOKS LIKE ABANDONED TAP.
00:01:40 S5

3.00 TF Tap Factory Made at 10 o'clock, 3inch dim, within 8 inch 00:03:25 V12073-V 12074_76
79c366-b6

3.51 FL Fracture Longitudinal at 12 o'clock 00:04:14 V12073-V 12074_f53
94568-bc3
S3

6.00 MGO General Observation / SET TO 6' 00:04:45

6.20 TB Tap Break-In at 12 o'clock, 3inch dim, within 8 inch 00:04:48 V12073-V 12074_68
0521e1-4b

6.28 FL Fracture Longitudinal at 1 o'clock 00:05:26 V12073-V 12074_26
e62e90-35
S3

36.53 TB Tap Break-In at 12 o'clock, 3inch dim 00:08:39 V12073-V 12074_3d
7dbf56-f83

43.43 OBZ Obstacles Other, 5% of cross sectional area at 6 o'clock /

METAL OBJECT
00:10:03 V12073-V
12074_6f2
974eb-331
M2
115.18 RMJ Roots Medium Joint from 10 o'clock to 4 o'clock, 15% lost, within 8 inch
00:16:02 V12073-V
12074_b8
efefb6-279
M3
117.52 RBL Roots Ball Lateral from 10 o'clock to 2 o'clock, 75% lost 00:16:50 V12073-V 12074_b1
796d2c-34
M4
117.54 TB Tap Break-In at 12 o'clock, 3inch dim 00:16:52 V12073-V 12074_79
2a1cbb-c7f
5/1/2023 149265 MIKE CARDOZA U-0617-07008404 V12073-V12074 Not Known 0.0Downstream 179.0 ' 176.1 '
V12073
05/13/2025
C6
469 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 31
1:916 Distance Code Observation Counter Photo Grade
125.09 RMJ Roots Medium Joint from 9 o'clock to 3 o'clock, 15% lost, within 8 inch
00:18:04 V12073-V
12074_a7c
36422-ac4
M3
151.62 TB Tap Break-In at 12 o'clock, 3inch dim 00:21:01 V12073-V 12074_23
38df0e-65
171.43 TB Tap Break-In at 11 o'clock, 3inch dim 00:23:37 V12073-V 12074_28
8bf306-5b
172.27 SMW Surface Missing Wall at 3 o'clock / SMALL PIECE OF WALL CHIPPED OFF.
00:24:38 V12073-V
12074_b5
2f9815-76
S5
172.28 FM Fracture Multiple from 12 o'clock to 12 o'clock 00:24:40 V12073-V 12074_70
e714bc-c7
S4
176.08 MGO General Observation / MH INSPECTION IS GOOD 00:25:24 V12073-V 12074_12c
123ae-851
176.08 AMH Manhole / V12074.00 00:25:32 V12073-V
12074_0a
273d78-af
5/1/2023 149265 MIKE CARDOZA U-0617-07008404 V12073-V12074 Not Known 0.0Downstream 179.0 ' 176.1 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI
5241 4132 20.0 12.0 4.0 3.0 3.632.0
QOR
5242
V12074
05/13/2025
C6
470 of 563

Section Pictures - 5/1/2023 - V12073-V12074
Buena STONYHURST CT 5/1/2023 V12073-V12074 7247
V12073-V12074_85ed7dfd-b39b-45f5-97fe-85d755a029ce_20
230501_101926_788.jpg, 00:00:14, 0.00ft
Manhole / V12073.00
V12073-V12074_b9d037b6-eb26-48ff-998e-693877d08938_2
0230501_101952_915.jpg, 00:00:32, 0.00ft
Water Level, 5% of the vertical dimension
V12073-V12074_d7655525-2570-4615-b277-1198dd398831_
20230501_101933_678.jpg, 00:00:14, 0.00ft
Manhole / V12073.00
V12073-V12074_c4a35e48-7491-4c8a-aebb-1657274ae9ea_
20230501_102018_367.jpg, 00:00:48, 0.00ft
General Observation / MH INSPECTION IS GOOD
City Street Lateral Segment Reference Nr.
05/13/2025
C6
471 of 563

Section Pictures - 5/1/2023 - V12073-V12074
Buena STONYHURST CT 5/1/2023 V12073-V12074 7247
V12073-V12074_b2496ee1-7665-43fd-b7fb-1fbf8f590460_202
30501_102117_278.jpg, 00:01:25, 1.93ft
Tap Break-In Abandoned at 9 o'clock, 4inch dim
V12073-V12074_da442359-5f02-4bd5-8c09-5c332194bf90_2
0230501_102328_698.jpg, 00:02:14, 2.00ft
General Observation / MORE PHOTOS OF FRACTURE
V12073-V12074_c4655ecf-f3a0-418e-b939-6ec19c719514_20
230501_102129_124.jpg, 00:01:25, 1.93ft
Tap Break-In Abandoned at 9 o'clock, 4inch dim
V12073-V12074_b076037d-7fb9-40a0-85df-2cd12e46c0ec_2
0230501_102359_327.jpg, 00:02:14, 2.00ft
General Observation / MORE PHOTOS OF FRACTURE
City Street Lateral Segment Reference Nr.
05/13/2025
C6
472 of 563

Section Pictures - 5/1/2023 - V12073-V12074
Buena STONYHURST CT 5/1/2023 V12073-V12074 7247
V12073-V12074_7679c366-b62d-4ddc-976a-842c2a623d4e_
20230501_102455_809.jpg, 00:03:25, 3.00ft
Tap Factory Made at 10 o'clock, 3inch dim, within 8 inch V12073-V12074_f5394568-bc35-485c-93b0-467dfb9843c2_2
0230501_102553_278.jpg, 00:04:14, 3.51ft
Fracture Longitudinal at 12 o'clock
V12073-V12074_66566af9-3ecd-4185-b1e0-1701c545c05c_2
0230501_102510_375.jpg, 00:03:25, 3.00ft
Tap Factory Made at 10 o'clock, 3inch dim, within 8 inch V12073-V12074_c3f61fd4-1621-46b4-b4ea-fd0d26b1ed5b_20
230501_102559_460.jpg, 00:04:14, 3.51ft
Fracture Longitudinal at 12 o'clock
City Street Lateral Segment Reference Nr.
05/13/2025
C6
473 of 563

Section Pictures - 5/1/2023 - V12073-V12074
Buena STONYHURST CT 5/1/2023 V12073-V12074 7247
V12073-V12074_680521e1-4b23-4da9-b2ea-e80b5357f422_2
0230501_102705_280.jpg, 00:04:48, 6.20ft
Tap Break-In at 12 o'clock, 3inch dim, within 8 inch
V12073-V12074_26e62e90-355b-44b4-a02a-2060449554d9_
20230501_102753_839.jpg, 00:05:26, 6.28ft
Fracture Longitudinal at 1 o'clock
V12073-V12074_798147c8-6019-490d-96ab-bfc5f7e7101c_2
0230501_102718_347.jpg, 00:04:48, 6.20ft
Tap Break-In at 12 o'clock, 3inch dim, within 8 inch
V12073-V12074_7dfa05b0-d949-4079-ac32-f7473e121eaa_2
0230501_102800_478.jpg, 00:05:26, 6.28ft
Fracture Longitudinal at 1 o'clock
City Street Lateral Segment Reference Nr.
05/13/2025
C6
474 of 563

Section Pictures - 5/1/2023 - V12073-V12074
Buena STONYHURST CT 5/1/2023 V12073-V12074 7247
V12073-V12074_3d7dbf56-f837-480f-9163-568cf96680ae_20
230501_103112_978.jpg, 00:08:39, 36.53ft
Tap Break-In at 12 o'clock, 3inch dim
V12073-V12074_6f2974eb-331b-4996-8b6b-3d353c7e3fb8_2
0230501_103403_324.jpg, 00:10:03, 43.43ft
Obstacles Other, 5% of cross sectional area at 6 o'clock /

METAL OBJECT
V12073-V12074_78b37ee4-12bb-4402-91c7-242c55c00356_
20230501_103125_809.jpg, 00:08:39, 36.53ft
Tap Break-In at 12 o'clock, 3inch dim
V12073-V12074_b8efefb6-2794-41d6-99fb-09aa674ff539_202
30501_104026_660.jpg, 00:16:02, 115.18ft
Roots Medium Joint from 10 o'clock to 4 o'clock, 15% lost, within 8 inch
City Street Lateral Segment Reference Nr.
05/13/2025
C6
475 of 563

Section Pictures - 5/1/2023 - V12073-V12074
Buena STONYHURST CT 5/1/2023 V12073-V12074 7247
V12073-V12074_f5102634-7acf-45e4-a29b-bc2865f44701_20
230501_104036_856.jpg, 00:16:02, 115.18ft
Roots Medium Joint from 10 o'clock to 4 o'clock, 15% lost, within 8 inch
V12073-V12074_792a1cbb-c7f5-4c65-be14-17cff17b93e3_20
230501_104144_807.jpg, 00:16:52, 117.54ft
Tap Break-In at 12 o'clock, 3inch dim
V12073-V12074_b1796d2c-3448-4b2f-b960-e924f40f2bb2_20
230501_104129_759.jpg, 00:16:50, 117.52ft
Roots Ball Lateral from 10 o'clock to 2 o'clock, 75% lost V12073-V12074_cbeb75e4-e2fd-466d-bae5-7290b9ae3338_2
0230501_104154_322.jpg, 00:16:52, 117.54ft
Tap Break-In at 12 o'clock, 3inch dim
City Street Lateral Segment Reference Nr.
05/13/2025
C6
476 of 563

Section Pictures - 5/1/2023 - V12073-V12074
Buena STONYHURST CT 5/1/2023 V12073-V12074 7247
V12073-V12074_a7c36422-ac46-4508-ae4d-2acf75498f3b_2
0230501_104306_001.jpg, 00:18:04, 125.09ft
Roots Medium Joint from 9 o'clock to 3 o'clock, 15% lost, within 8 inch
V12073-V12074_2338df0e-6542-40ec-b433-ec76cadd2b0d_2
0230501_104705_993.jpg, 00:21:01, 151.62ft
Tap Break-In at 12 o'clock, 3inch dim
V12073-V12074_ba71bb71-c32c-4374-8f56-6f6aaceecc3f_20
230501_104315_072.jpg, 00:18:04, 125.09ft
Roots Medium Joint from 9 o'clock to 3 o'clock, 15% lost, within 8 inch
V12073-V12074_11a8a31f-0b44-4652-a97f-8e119a74ea95_2
0230501_104726_434.jpg, 00:21:01, 151.62ft
Tap Break-In at 12 o'clock, 3inch dim
City Street Lateral Segment Reference Nr.
05/13/2025
C6
477 of 563

Section Pictures - 5/1/2023 - V12073-V12074
Buena STONYHURST CT 5/1/2023 V12073-V12074 7247
V12073-V12074_288bf306-5bc8-4c4d-8464-b8738549c36b_2
0230501_104951_090.jpg, 00:23:37, 171.43ft
Tap Break-In at 11 o'clock, 3inch dim
V12073-V12074_b52f9815-76a7-4392-8dbe-6dc664cbf007_2
0230508_150932_012.jpg, 00:24:38, 172.27ft
Surface Missing Wall at 3 o'clock / SMALL PIECE OF WALL CHIPPED OFF.

V12073-V12074_518d7bb1-02b2-4876-a31e-241b71a6e7da_
20230501_105005_674.jpg, 00:23:37, 171.43ft
Tap Break-In at 11 o'clock, 3inch dim
V12073-V12074_70e714bc-c767-476d-913d-153e9aa36e6f_2
0230501_105112_500.jpg, 00:24:40, 172.28ft
Fracture Multiple from 12 o'clock to 12 o'clock
City Street Lateral Segment Reference Nr.
05/13/2025
C6
478 of 563

Section Pictures - 5/1/2023 - V12073-V12074
Buena STONYHURST CT 5/1/2023 V12073-V12074 7247
V12073-V12074_7e2eb574-fa5f-4bb7-adc9-3014e4f76eec_20
230501_105118_068.jpg, 00:24:40, 172.28ft
Fracture Multiple from 12 o'clock to 12 o'clock
V12073-V12074_0a273d78-af0a-43bf-ab16-fd8e55c42cb7_20
230501_105217_981.jpg, 00:25:32, 176.08ft
Manhole / V12074.00
V12073-V12074_12c123ae-851a-4220-9517-c4febb00145e_2
0230501_105203_800.jpg, 00:25:24, 176.08ft
General Observation / MH INSPECTION IS GOOD
City Street Lateral Segment Reference Nr.
05/13/2025
C6
479 of 563
No. Description Quantity Unit
Asset ID: V23097-V23099
No. DS Distance Position Type
1 2
3 3 Lining of 6" pipe (VCP) 203 LF
11 Re-establish lateral connections 3 EA
MH NO. V23099
MH NO. V23097EXIST 6" VCP SWR
PER NS 01763 27
12 Install lateral T-liner 3 EA
27 Cleaning and pre-video inspection 203 LF
137.8' 11:00 BIC
143.2' 2:00 BIC
152.7' 10:00 BIC
1 11 12
311 12

TIGER TAIL RD

BEAUMONT DR
2 11 12
DEPTH 11.6'
DEPTH 8.9'
05/13/2025
C6
480 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 1
City: Buena Drainage Area: V23 Upstream MH: V23097
Street: BEAUMONT DR Media Label: Up Rim to Invert:

Location Code: EASE Flow Control: Downstream MH: V23099 Location Details: Sheet Number: Down Rim to Invert:

Pipe shape: Circular Sewer Use: F Total gallons used: 0.0 Pipe size: 6 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0 Lining Method: Owner:

Additional Info:
1:1061 Distance Code Observation Counter Photo Grade
-0.15 JOL Joint Offset Large, 2Inch 00:01:31 V23097-V
23099_8e
64b2f9-b9
S2

0.00 AMH Manhole / V23099 00:00:10

0.00 MWL Water Level, 5% of the vertical dimension 00:00:16

0.00 MGO General Observation / MH V23099 INSPECTION. GOOD 00:00:50

3.90 BSV Broken Soil Visible from 7 o'clock to 5 o'clock 00:01:20 V23097-V 23099_ffb
6909e-bf7
S5

6.00 MGO General Observation / SET TO 6 FT 00:02:03

9.94 FC Fracture Circumferential from 12 o'clock to 4 o'clock 00:02:22 V23097-V 23099_79f
a862c-03f
S2

31.31 SMW Surface Missing Wall from 10 o'clock to 2 o'clock / PART

OF JOINT IS MISSING
00:03:32 S5

36.00 RFJ Roots Fine Joint at 8 o'clock, within 8 inch 00:03:53 V23097-V 23099_00
4e0a52-3d
M1

42.40 RFJ Roots Fine Joint from 4 o'clock to 8 o'clock, within 8 inch 00:04:22 V23097-V 23099_e9f
5cc94-d41
M1

46.00 S01 RFJ Roots Fine Joint from 12 o'clock to 12 o'clock, Start, within 8 inch
00:04:36 V23097-V
23099_28c
f1afe-2c8e

88.75 JOM Joint Offset Medium 00:06:32 V23097-V
23099_8c5
bf82b-44fa
S1
103.10 JOM Joint Offset Medium 00:07:18 V23097-V
23099_d8
09d301-e5
S1
113.00 LRD Alignment Right Down, 10% changed 00:08:01 M1 137.25 TBI Tap Break-In Intruding at 11 o'clock, 3inch dim, 1inch intrusion
00:09:40 M3
137.80 TB Tap Break-In at 11 o'clock, 3inch dim 00:09:24 V23097-V 23099_f0f
2b7f4-750
7/12/2022 138375 OLIVEROS 0703002691 V23097-V23099
Not Known 0.0Upstream 203.0 ' 195.5 '
V23099
05/13/2025
C6
481 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 2
1:1061 Distance Code Observation Counter Photo Grade
143.15 TB Tap Break-In at 2 o'clock, 3inch dim 00:10:16 V23097-V 23099_73
19b1b2-71
143.66 CL Crack Longitudinal at 1 o'clock 00:10:35 V23097-V 23099_5e
0f4ba3-9b
S2
152.67 TB Tap Break-In at 10 o'clock, 3inch dim 00:11:24 V23097-V 23099_7d
2aec2d-cf2
163.84 SMW Surface Missing Wall from 10 o'clock to 11 o'clock / PART OF JOINT IS MISSING.
00:12:19 V23097-V
23099_a8
8c979f-f75
S5
170.40 B Broken from 12 o'clock to 12 o'clock 00:13:23 V23097-V 23099_f7a
7b829-b2c
S5
170.57 JOL Joint Offset Large, 2Inch 00:13:19 S2
195.10 F01 RFJ Roots Fine Joint from 3 o'clock to 9 o'clock, Finish, within 8 inch
00:15:14 M1
195.35 JOM Joint Offset Medium 00:14:54 V23097-V
23099_8b
5c2715-1d
S1
195.36 MSA Survey Abandoned / ABANDONED SUERVEY. OFFSET.

REVESE SETUP
00:15:16
203.00 End of pipe
7/12/2022 138375 OLIVEROS 0703002691 V23097-V23099
Not Known 0.0Upstream 203.0 ' 195.5 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI
5424 311E 31.0 36.0 2.8 1.1 1.567.0
QOR
5431
V23097
05/13/2025
C6
482 of 563

Section Pictures - 7/12/2022 - V23097-V23099
Buena BEAUMONT DR 7/12/2022 V23097-V23099 10479
V23097-V23099_8e64b2f9-b97c-432b-a784-c17fcb6e2608_2
0220712_092702_364.jpg, 00:01:31, -0.15ft
Joint Offset Large, 2Inch
V23097-V23099_ffb6909e-bf77-4b28-a420-4ae6ff197fd8_202
20712_092636_854.jpg, 00:01:20, 3.90ft
Broken Soil Visible from 7 o'clock to 5 o'clock
V23097-V23099_b261915e-d872-4c80-81d5-6d45a5d2c2a7_
20220712_092711_096.jpg, 00:01:31, -0.15ft
Joint Offset Large, 2Inch
V23097-V23099_79fa862c-03f6-4594-80c3-78aa48646eee_2
0220712_092842_633.jpg, 00:02:22, 9.94ft
Fracture Circumferential from 12 o'clock to 4 o'clock
City Street Lateral Segment Reference Nr.
05/13/2025
C6
483 of 563

Section Pictures - 7/12/2022 - V23097-V23099
Buena BEAUMONT DR 7/12/2022 V23097-V23099 10479
V23097-V23099_9b12c3a2-129a-462d-9566-a1ccc75658d5_2
0220712_092851_841.jpg, 00:02:22, 9.94ft
Fracture Circumferential from 12 o'clock to 4 o'clock
V23097-V23099_b796e98a-f269-46c0-abb6-14bbffec4508_20
220712_093033_593.jpg, 00:03:53, 36.00ft
Roots Fine Joint at 8 o'clock, within 8 inch
V23097-V23099_004e0a52-3d78-4e59-82e8-f340dccc757c_2
0220712_093026_087.jpg, 00:03:53, 36.00ft
Roots Fine Joint at 8 o'clock, within 8 inch
V23097-V23099_e9f5cc94-d412-4d1e-a368-831bc1d59c79_2
0220712_093104_685.jpg, 00:04:22, 42.40ft
Roots Fine Joint from 4 o'clock to 8 o'clock, within 8 inch City Street Lateral Segment Reference Nr.
05/13/2025
C6
484 of 563

Section Pictures - 7/12/2022 - V23097-V23099
Buena BEAUMONT DR 7/12/2022 V23097-V23099 10479
V23097-V23099_28cf1afe-2c8e-410d-8fdc-f619e494b522_20
220712_093131_791.jpg, 00:04:36, 46.00ft
Roots Fine Joint from 12 o'clock to 12 o'clock, Start, within 8 inch
V23097-V23099_d809d301-e578-496f-8a0e-b5e62d4aba62_2
0220712_093428_797.jpg, 00:07:18, 103.10ft
Joint Offset Medium
V23097-V23099_8c5bf82b-44fa-44f3-9fb6-cf63d281b6d7_202
20712_093336_055.jpg, 00:06:32, 88.75ft
Joint Offset Medium
V23097-V23099_f0f2b7f4-7508-4f4c-8b78-019e354fba96_202
20712_093653_045.jpg, 00:09:24, 137.80ft
Tap Break-In at 11 o'clock, 3inch dim
City Street Lateral Segment Reference Nr.
05/13/2025
C6
485 of 563

Section Pictures - 7/12/2022 - V23097-V23099
Buena BEAUMONT DR 7/12/2022 V23097-V23099 10479
V23097-V23099_3af9bff4-1f66-48ea-8d98-d71cd6da2dd4_20
220712_093701_568.jpg, 00:09:24, 137.80ft
Tap Break-In at 11 o'clock, 3inch dim
V23097-V23099_28f6d547-6bc6-42cb-a1aa-7023fc8a94e9_2
0220712_093830_669.jpg, 00:10:16, 143.15ft
Tap Break-In at 2 o'clock, 3inch dim
V23097-V23099_7319b1b2-7198-42df-aa46-cf8aafd34a99_20
220712_093823_612.jpg, 00:10:16, 143.15ft
Tap Break-In at 2 o'clock, 3inch dim
V23097-V23099_5e0f4ba3-9ba4-4f87-91f9-cb6f7c2e3be2_20
220712_093944_553.jpg, 00:10:35, 143.66ft
Crack Longitudinal at 1 o'clock
City Street Lateral Segment Reference Nr.
05/13/2025
C6
486 of 563

Section Pictures - 7/12/2022 - V23097-V23099
Buena BEAUMONT DR 7/12/2022 V23097-V23099 10479
V23097-V23099_7d2aec2d-cf29-458b-86a1-29d7ae231c35_2
0220712_093959_181.jpg, 00:11:24, 152.67ft
Tap Break-In at 10 o'clock, 3inch dim
V23097-V23099_a88c979f-f758-4d39-9607-50566fa915f2_20
220712_094113_538.jpg, 00:12:19, 163.84ft
Surface Missing Wall from 10 o'clock to 11 o'clock / PART OF JOINT IS MISSING.

V23097-V23099_2a1a5cf4-6675-4497-8fd9-555a141aa173_2
0220712_094006_621.jpg, 00:11:24, 152.67ft
Tap Break-In at 10 o'clock, 3inch dim
V23097-V23099_999e606e-8904-464d-abc8-2cb6d043bad8_
20220712_094120_687.jpg, 00:12:19, 163.84ft
Surface Missing Wall from 10 o'clock to 11 o'clock / PART OF JOINT IS MISSING.

City Street Lateral Segment Reference Nr.
05/13/2025
C6
487 of 563

Section Pictures - 7/12/2022 - V23097-V23099
Buena BEAUMONT DR 7/12/2022 V23097-V23099 10479
V23097-V23099_f7a7b829-b2c4-461f-86c9-c2cc67b590f1_20
220712_094225_965.jpg, 00:13:23, 170.40ft
Broken from 12 o'clock to 12 o'clock
V23097-V23099_8b5c2715-1db0-4987-aa9d-1a072dfa3cca_2
0220712_094505_060.jpg, 00:14:54, 195.35ft
Joint Offset Medium
V23097-V23099_56e5f39d-3fe6-4b14-ae5a-4c1ecf5c4a56_20
220712_094235_324.jpg, 00:13:23, 170.40ft
Broken from 12 o'clock to 12 o'clock
City Street Lateral Segment Reference Nr.
05/13/2025
C6
488 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 24
City: Buena Drainage Area: V23 Upstream MH: V23097
Street: BEAUMONT DR Media Label: Up Rim to Invert:

Location Code: EASE Flow Control: Downstream MH: V23099 Location Details: Sheet Number: Down Rim to Invert:

Pipe shape: Circular Sewer Use: F Total gallons used: 0.0 Pipe size: 6 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0 Lining Method: Owner:

Additional Info:
1:1533 Distance Code Observation Counter Photo Grade

0.00 AMH Manhole / V23097 00:00:20

0.00 MWL Water Level, 5% of the vertical dimension 00:00:27

0.00 MGO General Observation / MH V23097 INSPECTION 00:00:48

2.20 JOL Joint Offset Large, 2Inch 00:01:33 V23097-V
23099_59c
bab15-56a
S2

2.33 RMJ Roots Medium Joint at 4 o'clock, 5% lost, within 8 inch 00:01:50 M3

6.00 MGO General Observation / SET TO 6 FEET 00:02:14

7.39 RMJ Roots Medium Joint from 3 o'clock to 9 o'clock, 10% lost, within 8 inch
00:02:25 M3

14.55 S01 RFJ Roots Fine Joint from 4 o'clock to 8 o'clock, Start, within 8 inch
00:02:50

33.15 F01 RFJ Roots Fine Joint from 4 o'clock to 8 o'clock, Finish, within 8 inch
00:04:23 V23097-V
23099_66
df0da6-21
M1

33.21 BSV Broken Soil Visible from 2 o'clock to 9 o'clock 00:04:20 S5

33.26 MSA Survey Abandoned / ABANDONED SURVEY. BROKEN
PIPE. REVERSE SET UP
00:05:32 V23097-V
23099_9bf
0d3de-6da
203.00 End of pipe
7/12/2022 138375 OLIVEROS 0703002691 V23097-V23099
Not Known 0.0Downstream 203.0 ' 33.3 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI
5121 3214 7.0 10.0 3.5 1.7 2.117.0
QOR
5132
V23097
V23099
05/13/2025
C6
489 of 563

Section Pictures - 7/12/2022 - V23097-V23099
Buena BEAUMONT DR 7/12/2022 V23097-V23099 10479
V23097-V23099_59cbab15-56ad-4146-912e-e1ca097d4434_
20220712_084617_562.jpg, 00:01:33, 2.20ft
Joint Offset Large, 2Inch
V23097-V23099_66df0da6-21b8-4341-995d-4482258fbd6a_2
0220712_085044_782.jpg, 00:04:23, 33.15ft
Roots Fine Joint from 4 o'clock to 8 o'clock, Finish, within 8 inch
V23097-V23099_50cbda81-ad40-4f43-950d-b6b315fa2ded_2
0220712_084626_879.jpg, 00:01:33, 2.20ft
Joint Offset Large, 2Inch
V23097-V23099_49683f2f-13eb-4c2d-9edc-ddaf96120189_20
220712_085107_795.jpg, 00:04:23, 33.15ft
Roots Fine Joint from 4 o'clock to 8 o'clock, Finish, within 8 inch
City Street Lateral Segment Reference Nr.
05/13/2025
C6
490 of 563

Section Pictures - 7/12/2022 - V23097-V23099
Buena BEAUMONT DR 7/12/2022 V23097-V23099 10479
V23097-V23099_9bf0d3de-6da5-4f68-b1dc-0785567ccba6_2
0220712_085407_036.jpg, 00:05:32, 33.26ft
Survey Abandoned / ABANDONED SURVEY. BROKEN PIPE.

REVERSE SET UP
City Street Lateral Segment Reference Nr.
05/13/2025
C6
491 of 563
No. Description Quantity Unit
Asset ID: V23177-V23178
No. DS Distance Position Type
1 2
3 4
5 3 Lining of 6" pipe (VCP) 208 LF
11 Re-establish lateral connections 6 EA
MH NO. V23178
MH NO. V23177
EXIST 6" VCP SWR
PER NS 01763 27
12 Install lateral T-liner 3 EA
27 Cleaning and pre-video inspection 208 LF

5.00' 2:00 WYE

89.7' 11:00 WYE

97.7' 2:00 WYE
6 4 11 12
111

TRACI LN
2 11
102.0' 12:00 BIC
105.6' 10:00 BIC
198.6' 12:00 BIC
3 11
511 12
611 12
DEPTH 14.9'
DEPTH 15.8'
05/13/2025
C6
492 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 1
City: Vista Drainage Area: V-23 Upstream MH: V23177.00
Street: EUCALYPTUS AV Media Label: Up Rim to Invert:

Location Code: Flow Control: Downstream MH: V23178.00
Location Details: Sheet Number: Down Rim to Invert:

Pipe shape: Circular Sewer Use: Sanitary Total gallons used: 0.0 Pipe size: 6 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0 Lining Method: Owner:

Additional Info:
1:915 Distance Code Observation Counter Photo Grade

0.00 AMH Manhole / V23177 00:00:16

0.00 MWL Water Level, 5% of the vertical dimension 00:00:18

0.00 MGO General Observation / MH INSPECTION GOOD 00:00:19

0.07 RFJ Roots Fine Joint from 7 o'clock to 8 o'clock, within 8 inch 00:00:33 M1

5.00 TF Tap Factory Made at 2 o'clock, 4inch dim 00:01:01 V23177-V 23178_f7d
27e57-1d8

6.00 MGO General Observation / SET 6FT 00:02:50

10.61 RMJ Roots Medium Joint at 6 o'clock, 5% lost, within 8 inch 00:05:25 M3

19.79 HVV Hole Void Visible from 1 o'clock to 5 o'clock, within 8 inch 00:05:49 V23177-V 23178_05
21f0a1-c0
S5

19.93 S03 RFJ Roots Fine Joint from 12 o'clock to 12 o'clock, Start, within 8 inch
00:06:35

22.68 S04 LD Alignment Down, 5% changed, Start 00:06:50

89.74 TF Tap Factory Made at 11 o'clock, 4inch dim 00:08:38 V23177-V 23178_c50
7ffef-7d55-

89.90 RFL Roots Fine Lateral at 9 o'clock 00:09:28 V23177-V 23178_7d
9b36db-0f
M1

97.72 TF Tap Factory Made at 2 o'clock, 4inch dim 00:09:52 V23177-V 23178_14
32be9f-eb
101.99 TB Tap Break-In at 12 o'clock, 4inch dim 00:10:27 V23177-V 23178_35
7564ea-3e
102.05 DAGS Deposits Attached Grease, 10% of cross sectional area from 7 o'clock to 5 o'clock
00:10:39 M2
105.58 TB Tap Break-In at 10 o'clock, 4inch dim 00:11:10 V23177-V 23178_6e
12040a-fd
6/17/2024 163884 ARROYO 0703002691 V23177-V23178
No Pre-Cleaning Downstream 208.9 ' 206.7 '
V23177.00
05/13/2025
C6
493 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 2
1:915 Distance Code Observation Counter Photo Grade
136.67 RMJ Roots Medium Joint from 2 o'clock to 9 o'clock, 15% lost, within 8 inch
00:12:41 M3
198.36 RBC Roots Ball Connection at 12 o'clock, 55% lost, within 8 inch 00:15:04 V23177-V 23178_c78
3e38d-9b5
M4
198.57 TB Tap Break-In at 12 o'clock, 4inch dim 00:14:43 V23177-V 23178_23
81ef5a-24
204.34 F03 RFJ Roots Fine Joint from 12 o'clock to 12 o'clock, Finish, within 8 inch
00:15:29 M1
206.68 MGO General Observation / MH INSPECTION GOOD 00:15:49 206.68 F04 LD Alignment Down, 5% changed, Finish 00:15:52 M1 206.68 AMH Manhole / V23178 00:16:02
6/17/2024 163884 ARROYO 0703002691 V23177-V23178
No Pre-Cleaning Downstream 208.9 ' 206.7 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI
5100 4132 5.0 88.0 5.0 1.1 1.193.0
QOR
5141
V23178.00
05/13/2025
C6
494 of 563

Section Pictures - 6/17/2024 - V23177-V23178
Vista EUCALYPTUS AV 6/17/2024 V23177-V23178 10669
V23177-V23178_f7d27e57-1d8e-4891-a89d-57f6c90608ee_2
0240617_102721_939.jpg, 00:01:01, 5.00ft
Tap Factory Made at 2 o'clock, 4inch dim
V23177-V23178_0521f0a1-c0e8-4c8c-ad43-9e3aa085d37e_2
0240617_103244_871.jpg, 00:05:49, 19.79ft
Hole Void Visible from 1 o'clock to 5 o'clock, within 8 inch V23177-V23178_230ed00e-3ed1-496f-a966-e1e8c2805c2e_2
0240617_102730_224.jpg, 00:01:01, 5.00ft
Tap Factory Made at 2 o'clock, 4inch dim
V23177-V23178_2a80c34e-7e1c-402e-b45b-9c8ad9c34623_2
0240617_103255_199.jpg, 00:05:49, 19.79ft
Hole Void Visible from 1 o'clock to 5 o'clock, within 8 inch City Street Lateral Segment Reference Nr.
05/13/2025
C6
495 of 563

Section Pictures - 6/17/2024 - V23177-V23178
Vista EUCALYPTUS AV 6/17/2024 V23177-V23178 10669
V23177-V23178_c507ffef-7d55-4d3e-af42-9d9ce9f308bd_202
40617_103842_914.jpg, 00:08:38, 89.74ft
Tap Factory Made at 11 o'clock, 4inch dim
V23177-V23178_7d9b36db-0f41-401a-a1f4-65dab1f21774_20
240617_103946_615.jpg, 00:09:28, 89.90ft
Roots Fine Lateral at 9 o'clock
V23177-V23178_6aa6357e-14c6-42f6-a656-132f22a82248_2
0240617_103921_921.jpg, 00:08:38, 89.74ft
Tap Factory Made at 11 o'clock, 4inch dim
V23177-V23178_1432be9f-ebdb-4578-a3cc-6f1c4ec166ef_20
240617_104018_311.jpg, 00:09:52, 97.72ft
Tap Factory Made at 2 o'clock, 4inch dim
City Street Lateral Segment Reference Nr.
05/13/2025
C6
496 of 563

Section Pictures - 6/17/2024 - V23177-V23178
Vista EUCALYPTUS AV 6/17/2024 V23177-V23178 10669
V23177-V23178_317f6a45-b8ae-453e-aed5-7f09c25161d3_2
0240617_104027_927.jpg, 00:09:52, 97.72ft
Tap Factory Made at 2 o'clock, 4inch dim
V23177-V23178_072e12ca-f2e6-403d-a1c3-810d3033d453_2
0240617_104121_526.jpg, 00:10:27, 101.99ft
Tap Break-In at 12 o'clock, 4inch dim
V23177-V23178_357564ea-3e36-4b91-b1c4-467907053d0a_
20240617_104107_768.jpg, 00:10:27, 101.99ft
Tap Break-In at 12 o'clock, 4inch dim
V23177-V23178_6e12040a-fd5e-48bf-bdbb-b22dedef7695_20
240617_104158_413.jpg, 00:11:10, 105.58ft
Tap Break-In at 10 o'clock, 4inch dim
City Street Lateral Segment Reference Nr.
05/13/2025
C6
497 of 563

Section Pictures - 6/17/2024 - V23177-V23178
Vista EUCALYPTUS AV 6/17/2024 V23177-V23178 10669
V23177-V23178_ca8887ce-ddd1-4a7a-a5fb-914d0ca14956_2
0240617_104217_381.jpg, 00:11:10, 105.58ft
Tap Break-In at 10 o'clock, 4inch dim
V23177-V23178_1aeab30e-410e-4af3-bb41-68ab9bf6a44a_2
0240617_104648_357.jpg, 00:15:04, 198.36ft
Roots Ball Connection at 12 o'clock, 55% lost, within 8 inch V23177-V23178_c783e38d-9b5c-4747-8e39-2d42a88b9d04_
20240617_104639_922.jpg, 00:15:04, 198.36ft
Roots Ball Connection at 12 o'clock, 55% lost, within 8 inch V23177-V23178_2381ef5a-2496-4e86-9b04-de08b8c29c00_2
0240617_104552_519.jpg, 00:14:43, 198.57ft
Tap Break-In at 12 o'clock, 4inch dim
City Street Lateral Segment Reference Nr.
05/13/2025
C6
498 of 563

Section Pictures - 6/17/2024 - V23177-V23178
Vista EUCALYPTUS AV 6/17/2024 V23177-V23178 10669
V23177-V23178_333159df-1ae7-42a5-bb48-57da6279fedf_20
240617_104602_758.jpg, 00:14:43, 198.57ft
Tap Break-In at 12 o'clock, 4inch dim
City Street Lateral Segment Reference Nr.
05/13/2025
C6
499 of 563
No. Description Quantity Unit
Asset ID: V23178-V23179
No. DS Distance Position Type
1 2
3 4
5 3 Lining of 6" pipe (VCP) 300 LF
11 Re-establish lateral connections 5 EA
MH NO. V23179
MH NO. V23178
EXIST 6" VCP SWR
PER NS 339 3 27
12 Install lateral T-liner 4 EA
27 Cleaning and pre-video inspection 300 LF

15.7' 12:00 BIC

69.6' 12:00 BIC
122.9' 2:00 WYE
112

EUCALYPTUS AV
2 11
126.9' 12:00 BIC
212.8' 12:00 BIC
3 11
411 12
511 12
11 12

TRACI LN
DEPTH 10.4'
DEPTH 14.9'
05/13/2025
C6
500 of 563
No. Description Quantity Unit
Asset ID: V23178-V23179
No. DS Distance Position Type
1 2
3 4
5 3 Lining of 6" pipe (VCP) 300 LF
11 Re-establish lateral connections 5 EA
MH NO. V23179
MH NO. V23178
EXIST 6" VCP SWR
PER NS 339 3 27
12 Install lateral T-liner 4 EA
27 Cleaning and pre-video inspection 300 LF

15.7' 12:00 BIC

69.6' 12:00 BIC
122.9' 2:00 WYE
112

EUCALYPTUS AV
2 11
126.9' 12:00 BIC
212.8' 12:00 BIC
3 11
411 12
511 12
11 12

TRACI LN
DEPTH 10.4'
DEPTH 14.9'
05/13/2025
C6
501 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 20
City: Buena Drainage Area: V23 Upstream MH: V23178
Street: TRACI LN Media Label: Up Rim to Invert:

Location Code: EASE Flow Control: Downstream MH: V23179 Location Details: Sheet Number: Down Rim to Invert:

Pipe shape: Circular Sewer Use: F Total gallons used: 0.0 Pipe size: 6 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0 Lining Method: Owner:

Additional Info:
1:2149 Distance Code Observation Counter Photo Grade

0.00 AMH Manhole / V23178 00:00:27

0.00 MWL Water Level, 5% of the vertical dimension 00:00:28

0.00 MGO General Observation / MH INSPECTION GOOD 00:00:30

5.79 RFJ Roots Fine Joint at 4 o'clock, within 8 inch 00:00:52 V23178-V 23179_3c5
14b64-83b
M1

9.85 S01 RFJ Roots Fine Joint from 12 o'clock to 12 o'clock, Start, within 8 inch
00:01:15 V23178-V
23179_d1c
dc89f-ebd

14.31 HVV Hole Void Visible from 4 o'clock to 6 o'clock 00:01:30 S5

15.71 TB Tap Break-In at 11 o'clock, 4inch dim 00:01:51 V23178-V 23179_8ff
9e5bd-7d5

24.70 TFC Tap Factory Made Capped at 2 o'clock, 4inch dim 00:02:27 V23178-V 23179_ef6
52a8c-6d6

26.07 S02 LD Alignment Down, 5% changed, Start 00:02:47

69.55 TB Tap Break-In at 12 o'clock, 4inch dim 00:04:12 V23178-V 23179_d6
3d35c8-f6
102.86 F01 RFJ Roots Fine Joint from 12 o'clock to 12 o'clock, Finish, within 8 inch
00:05:23 M1
122.94 TF Tap Factory Made at 2 o'clock, 4inch dim 00:06:03 V23178-V 23179_8c2
c73b8-02d
126.88 TB Tap Break-In at 12 o'clock, 4inch dim 00:06:30 V23178-V 23179_b8
2d4a1c-82
148.80 S03 RFJ Roots Fine Joint from 12 o'clock to 12 o'clock, Start, within 8 inch
00:07:27
212.81 TBA Tap Break-In Active at 12 o'clock, 4inch dim 00:09:32 V23178-V 23179_9e
35cdea-d2
260.37 TFC Tap Factory Made Capped at 1 o'clock, 4inch dim 00:11:24 V23178-V 23179_76
9dd762-3f
6/17/2024 163886 ARROYO 0703002691 V23178-V23179
No Pre-Cleaning 0.0Downstream 310.8 ' 310.8 '
V23178
05/13/2025
C6
502 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 21
1:2149 Distance Code Observation Counter Photo Grade
309.00 F03 RFJ Roots Fine Joint from 12 o'clock to 12 o'clock, Finish, within 8 inch
00:13:34 M1
310.78 MGO General Observation / MH INSPECTION GOOD 00:13:35 310.78 F02 LD Alignment Down, 5% changed, Finish 00:13:37 M1 310.79 AMH Manhole / V23179 00:13:40
6/17/2024 163886 ARROYO 0703002691 V23178-V23179
No Pre-Cleaning 0.0Downstream 310.8 ' 310.8 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI
5100 1T00 5.0 109.0 5.0 1.0 1.0114.0
QOR
511T
V23179
05/13/2025
C6
503 of 563

Section Pictures - 6/17/2024 - V23178-V23179
Buena TRACI LN 6/17/2024 V23178-V23179 10677
V23178-V23179_3c514b64-83b5-46e9-8877-544632881d71_
20240617_105751_372.jpg, 00:00:52, 5.79ft
Roots Fine Joint at 4 o'clock, within 8 inch
V23178-V23179_8ff9e5bd-7d5b-4831-b6c9-776c48671453_2
0240617_105910_935.jpg, 00:01:51, 15.71ft
Tap Break-In at 11 o'clock, 4inch dim
V23178-V23179_d1cdc89f-ebd2-42e3-a29c-52d58a3a7c33_2
0240617_105826_706.jpg, 00:01:15, 9.85ft
Roots Fine Joint from 12 o'clock to 12 o'clock, Start, within 8 inch
V23178-V23179_bae0e1d5-eb8c-4e15-9894-509ffa2d6a63_2
0240617_105920_068.jpg, 00:01:51, 15.71ft
Tap Break-In at 11 o'clock, 4inch dim
City Street Lateral Segment Reference Nr.
05/13/2025
C6
504 of 563

Section Pictures - 6/17/2024 - V23178-V23179
Buena TRACI LN 6/17/2024 V23178-V23179 10677
V23178-V23179_ef652a8c-6d6d-4d71-bb2d-fa4d6e054a94_2
0240617_105957_971.jpg, 00:02:27, 24.70ft
Tap Factory Made Capped at 2 o'clock, 4inch dim
V23178-V23179_d63d35c8-f632-4724-890e-c29d1f8bd57c_2
0240617_110208_572.jpg, 00:04:12, 69.55ft
Tap Break-In at 12 o'clock, 4inch dim
V23178-V23179_93c96cce-e9a3-484e-b325-d6de528ab6a8_
20240617_110008_375.jpg, 00:02:27, 24.70ft
Tap Factory Made Capped at 2 o'clock, 4inch dim
V23178-V23179_e2f6ab13-abd9-49ce-b3fe-8a2f63615af7_20
240617_110217_092.jpg, 00:04:12, 69.55ft
Tap Break-In at 12 o'clock, 4inch dim
City Street Lateral Segment Reference Nr.
05/13/2025
C6
505 of 563

Section Pictures - 6/17/2024 - V23178-V23179
Buena TRACI LN 6/17/2024 V23178-V23179 10677
V23178-V23179_8c2c73b8-02d9-422a-8819-27b337296cc6_2
0240617_110426_511.jpg, 00:06:03, 122.94ft
Tap Factory Made at 2 o'clock, 4inch dim
V23178-V23179_b82d4a1c-82f2-4dbb-8b50-990fdcd3e248_2
0240617_110500_659.jpg, 00:06:30, 126.88ft
Tap Break-In at 12 o'clock, 4inch dim
V23178-V23179_1b16554f-d0fd-4157-9ea4-b530ae1b4cf6_20
240617_110436_175.jpg, 00:06:03, 122.94ft
Tap Factory Made at 2 o'clock, 4inch dim
V23178-V23179_e8562918-fcbb-47e3-88e0-39b589a495cb_2
0240617_110509_140.jpg, 00:06:30, 126.88ft
Tap Break-In at 12 o'clock, 4inch dim
City Street Lateral Segment Reference Nr.
05/13/2025
C6
506 of 563

Section Pictures - 6/17/2024 - V23178-V23179
Buena TRACI LN 6/17/2024 V23178-V23179 10677
V23178-V23179_9e35cdea-d2ea-4e10-97ff-2a28f5022396_20
240617_110829_318.jpg, 00:09:32, 212.81ft
Tap Break-In Active at 12 o'clock, 4inch dim
V23178-V23179_769dd762-3fd8-4a1c-b1d9-b3d5c0d5b57e_2
0240617_111029_188.jpg, 00:11:24, 260.37ft
Tap Factory Made Capped at 1 o'clock, 4inch dim
V23178-V23179_3fdf86ba-1689-4dce-a2fb-da06eab42808_20
240617_110838_772.jpg, 00:09:32, 212.81ft
Tap Break-In Active at 12 o'clock, 4inch dim
V23178-V23179_1743426e-e2e0-42b3-85af-19048aaf5fc6_20
240617_111037_053.jpg, 00:11:24, 260.37ft
Tap Factory Made Capped at 1 o'clock, 4inch dim
City Street Lateral Segment Reference Nr.
05/13/2025
C6
507 of 563
No. Description Quantity Unit
Asset ID: V32140-V32180
3 Lining of 8" pipe (PVC) 171 LF
MH NO. V32180
MH NO. V32140
EXIST 8" PVC SWR
PER D 1820 3 27
27 Cleaning and pre-video inspection 171 LF

VIA CENTRE

EMERALD DR

SUNSET DR
DEPTH 21.9'
DEPTH 19.1'
05/13/2025
C6
508 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 6
City: Buena Drainage Area: V32 Upstream MH: V32140
Street: EMERALD HOLLOW DR Media Label: Up Rim to Invert:

Location Code: EASE Flow Control: Downstream MH: V32180 Location Details: Sheet Number: Down Rim to Invert:

Pipe shape: Circular Sewer Use: F Total gallons used: 0.0 Pipe size: 8 " Sewer Category: SEC Joints passed: 0
Pipe material: Polyvinyl Chloride Purpose: Joints failed: 0 Lining Method: Owner:

Additional Info:
1:1284 Distance Code Observation Counter Photo Grade

0.00 AMH Manhole / V32140 00:00:53

0.00 MWL Water Level, 5% of the vertical dimension 00:00:56

0.00 MGO General Observation / MH INSPECTION GOOD 00:00:57

1.00 S02 DAGS Deposits Attached Grease, 5% of cross sectional area from 4 o'clock to 8 o'clock, within 8 inch, Start
00:05:34

9.29 S01 MWLS Water Level, Sag in pipe, 25% of the vertical dimension, Start
00:02:31

15.55 F01 MWLS Water Level, Sag in pipe, 25% of the vertical dimension, Finish
00:02:54 S2

68.56 MMC Material Change / DIP 00:04:52

74.00 F02 DAGS Deposits Attached Grease, 5% of cross sectional area from 4 o'clock to 8 o'clock, within 8 inch, Finish
00:05:12 M2

75.33 S05 DAGS Deposits Attached Grease, 10% of cross sectional area from 4 o'clock to 8 o'clock, Start
00:05:17
139.85 MMC Material Change / PVC 00:09:15 V32140-V
32180_ad
26bfdd-b2
155.89 S03 MWLS Water Level, Sag in pipe, 10% of the vertical dimension, Start
00:10:00
159.21 S04 DSGV Deposits Settled Gravel, 10% of cross sectional area from 5 o'clock to 7 o'clock, Start
00:10:11
168.61 F04 DSGV Deposits Settled Gravel, 10% of cross sectional area from 5 o'clock to 7 o'clock, Finish
00:10:33 M2
169.33 F05 DAGS Deposits Attached Grease, 10% of cross sectional area from 4 o'clock to 8 o'clock, Finish
00:10:35 M2
11/12/2024 170415 ARROYO 0703002691 V32140-V32180
No Pre-Cleaning 0.0Downstream 170.7 ' 170.9 '
V32140
05/13/2025
C6
509 of 563

Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 7
1:1284 Distance Code Observation Counter Photo Grade
170.86 F03 MWLS Water Level, Sag in pipe, 10% of the vertical dimension, Finish
00:10:59 S2
170.86 MGO General Observation / MH INSPECTION GOOD 00:11:00 170.86 AMH Manhole / V32180 00:11:02
11/12/2024 170415 ARROYO 0703002691 V32140-V32180
No Pre-Cleaning 0.0Downstream 170.7 ' 170.9 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI
2400 2J00 8.0 110.0 2.0 2.0 2.0118.0
QOR
2J00
V32180
05/13/2025
C6
510 of 563

Section Pictures - 11/12/2024 - V32140-V32180
Buena EMERALD HOLLOW DR 11/12/2024 V32140-V32180 12435
V32140-V32180_ad26bfdd-b23b-462d-bdf8-dc8d75850ea5_2
0241112_101323_131.jpg, 00:09:15, 139.85ft
Material Change / PVC
City Street Lateral Segment Reference Nr.
05/13/2025
C6
511 of 563
No. Description Quantity Unit
Asset ID: V28028-V28029
3 Lining of 8" pipe (PVC) 171 LF
MH NO. V28029
EXIST 8" PVC SWR
PER D 18203 27
27 Cleaning and pre-video inspection 171 LF

CREST VIEW PL
MH NO. V28028
DEPTH 20.7'
DEPTH 16.0'
05/13/2025
C6
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Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 7
City: VISTA Drainage Area: Upstream MH: V28028
Street: 355 CREST VIEW PL Media Label: Up Rim to Invert:

Location Code: Flow Control: Downstream MH: V28029
Location Details: Sheet Number: Down Rim to Invert:

Pipe shape: Circular Sewer Use: Total gallons used: 0.0 Pipe size: 8 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0 Lining Method: Owner:

Additional Info:
1:390 Distance Code Observation Counter Photo Grade

0.00 AMH Manhole / V28028 00:00:05 V28028-V
28029_8d
a5a312-a7

0.00 MWL Water Level, 5% of the vertical dimension 00:00:21

0.00 MGO General Observation / MH V28029 ROOTS AT WALLS

INSPECTION GOOD
00:00:43 V28028-V
28029_fe0
2da5e-876

1.00 RMJ Roots Medium Joint from 3 o'clock to 9 o'clock, 25% lost, within 8 inch
00:01:44 V28028-V
28029_59
87bfba-dc
M3

1.00 FM Fracture Multiple from 12 o'clock to 12 o'clock 00:01:47 V28028-V 28029_23
468edd-5a
S4

1.00 RMJ Roots Medium Joint from 7 o'clock to 8 o'clock, 15% lost, within 8 inch
00:02:16 V28028-V
28029_ef2
6aefc-662
M2

6.00 MGO General Observation / SET 6FT 00:02:29

6.70 RTJ Roots Tap Joint at 11 o'clock, 5% of cross sectional area, within 8 inch
00:02:53 M2

6.75 S02 DAGS Deposits Attached Grease, 5% of cross sectional area from 5 o'clock to 7 o'clock, within 8 inch, Start
00:02:53

9.90 S04 RMJ Roots Medium Joint from 3 o'clock to 9 o'clock, 25% lost, Start, within 8 inch
00:02:53 M3

36.85 S03 FM Fracture Multiple from 12 o'clock to 12 o'clock, within 8 inch, Start
00:04:29 V28028-V
28029_5dc
a274b-174

44.60 HSV Hole Soil Visible at 5 o'clock, within 8 inch 00:05:20 V28028-V 28029_bd
27b86e-12
S5

49.45 MGO General Observation / PRE ENTRY MH V28029 00:06:00

49.45 F02 DAGS Deposits Attached Grease, 5% of cross sectional area from 5 o'clock to 7 o'clock, within 8 inch, Finish
00:06:03 M2

49.45 F03 FM Fracture Multiple from 12 o'clock to 12 o'clock, within 8 inch, Finish
00:06:04 S4

50.00 F04 RMJ Roots Medium Joint from 3 o'clock to 9 o'clock, 25% lost, Finish, within 8 inch
00:06:08 M3
2/8/2021 120556 ARROYO 0703002691 V28028-V28029
Not Known 0.0Downstream 53.2 ' 53.2 '
V28028
05/13/2025
C6
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Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 8
1:390 Distance Code Observation Counter Photo Grade

53.20 MGO General Observation / MH V28029 INSPECTION GOOD 00:06:26 V28028-V 28029_d6
16f422-49

53.20 AMH Manhole / V28029 00:06:34 V28028-V
28029_01c
d3c66-f32c
2/8/2021 120556 ARROYO 0703002691 V28028-V28029
Not Known 0.0Downstream 53.2 ' 53.2 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI
5144 322A 21.0 28.0 4.2 2.2 2.749.0
QOR
5144
V28029
05/13/2025
C6
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Section Pictures - 2/8/2021 - V28028-V28029
VISTA 355 CREST VIEW PL 2/8/2021 V28028-V28029 11603
V28028-V28029_8da5a312-a7ee-4167-8bbc-bdd1d272a4ab_
20210208_083101_571.jpg, 00:00:05, 0.00ft
Manhole / V28028
V28028-V28029_5987bfba-dc4c-489d-b9a2-3ec5200d2405_2
0210208_083449_419.jpg, 00:01:44, 1.00ft
Roots Medium Joint from 3 o'clock to 9 o'clock, 25% lost, within 8 inch
V28028-V28029_fe02da5e-8763-4851-86ca-e0eced302344_2
0210208_083320_188.jpg, 00:00:43, 0.00ft
General Observation / MH V28029 ROOTS AT WALLS

INSPECTION GOOD
V28028-V28029_23468edd-5a1a-4c28-8ddb-121ebd145b88_
20210208_083504_617.jpg, 00:01:47, 1.00ft
Fracture Multiple from 12 o'clock to 12 o'clock
City Street Lateral Segment Reference Nr.
05/13/2025
C6
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Section Pictures - 2/8/2021 - V28028-V28029
VISTA 355 CREST VIEW PL 2/8/2021 V28028-V28029 11603
V28028-V28029_ef26aefc-6626-4cc5-8b46-dcdb0a27c8fe_20
210208_083543_674.jpg, 00:02:16, 1.00ft
Roots Medium Joint from 7 o'clock to 8 o'clock, 15% lost, within 8 inch
V28028-V28029_bd27b86e-12e8-46de-b1f5-9a84725a4f11_2
0210208_084138_042.jpg, 00:05:20, 44.60ft
Hole Soil Visible at 5 o'clock, within 8 inch
V28028-V28029_5dca274b-174f-43a8-b13c-699f8b101386_2
0210208_084032_234.jpg, 00:04:29, 36.85ft
Fracture Multiple from 12 o'clock to 12 o'clock, within 8 inch, Start
V28028-V28029_b2502bc5-3af1-4076-baa6-8e190986612b_2
0210208_084144_235.jpg, 00:05:20, 44.60ft
Hole Soil Visible at 5 o'clock, within 8 inch
City Street Lateral Segment Reference Nr.
05/13/2025
C6
516 of 563

Section Pictures - 2/8/2021 - V28028-V28029
VISTA 355 CREST VIEW PL 2/8/2021 V28028-V28029 11603
V28028-V28029_d616f422-490e-4661-a885-95645976a60e_2
0210208_084323_336.jpg, 00:06:26, 53.20ft
General Observation / MH V28029 INSPECTION GOOD

V28028-V28029_01cd3c66-f32c-46ef-93aa-35fe610e5d49_20
210208_084332_665.jpg, 00:06:34, 53.20ft
Manhole / V28029
City Street Lateral Segment Reference Nr.
05/13/2025
C6
517 of 563
No. Description Quantity Unit
Asset ID: V22091-V22092
No. DS Distance Position Type
1 2
3 4
5 3 Lining of 6" pipe (VCP) 235 LF
11 Re-establish lateral connections 6 EA
MH NO. V22091
MH NO. V22092
EXIST 6" VCP SWR
PER NS 01593 27
12 Install lateral T-liner 6 EA
27 Cleaning and pre-video inspection 235 LF

68.3' WYE

70.6' WYE
159.5' BIC
6 4 11 12
111

CIVIC CENTER DR
2 11
160.7' WYE
162.8' BIC
187.5' WYE
311
511 12
6 11 12
DEPTH 4.4'
DEPTH 12.1'
30 Special Traffic Control 1 EA
30 CONSTRUCTION NOTE: POSITIONS OF LATERALS TO BE DETERMINED FROM NEW VIDEO. 05/13/2025
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Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 1
City: Buena Drainage Area: V22 Upstream MH: V22091
Street: MORNINGSIDE TER Media Label: Migrated2017 Up Rim to Invert: 0.0 Location Code: C/W Flow Control: Downstream MH: V22092
Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: F Total gallons used: 0.0 Pipe size: 6 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0 Lining Method: Owner:

Additional Info:
1:674 Distance Code Observation Counter Photo Grade

0.00 MH Manhole/Node / V22091.00 271415.jpg

0.00 WL Water level

0.00 ST Start of Survey

0.00 GO General observation / MH 091 INSPECTION GOOD 271421.jpg

24.60 E Mineral Deposits 271422.jpg

28.60 E Mineral Deposits / CONTINUOUS 271423.jpg

53.40 RJ Roots at joint 271424.jpg

60.60 RJ Roots at joint 271425.jpg

67.30 RJ Roots at joint 271426.jpg

68.30 CN Service Connection 271427.jpg

68.40 CR Roots from lateral 271428.jpg

70.60 CN Service Connection 271429.jpg

70.60 CR Roots from lateral 271430.jpg

82.30 RJ Roots at joint 271432.jpg

85.80 RJ Roots at joint 271433.jpg
9/22/2016 Dry Z 1 V22091-V22092
No Pre-Cleaning 0.0Downstream 235.0 ' 238.1 '
V22091
05/13/2025
C6
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Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 2
1:674 Distance Code Observation Counter Photo Grade

92.80 RJ Roots at joint 271435.jpg

92.80 GO General observation 271434.jpg
103.70 RJ Roots at joint 271438.jpg
103.70 RJ Roots at joint 271436.jpg
107.20 RJ Roots at joint 271439.jpg
110.80 RJ Roots at joint 271441.jpg
114.10 RJ Roots at joint 271442.jpg
114.10 CCJ Circular Crack at joint 271443.jpg
116.70 GO General observation 271444.jpg
117.60 RJ Roots at joint 271445.jpg
128.20 RJ Roots at joint 271446.jpg
128.90 LD Bend in pipe down 271447.jpg
131.80 RJ Roots at joint 271448.jpg
135.40 RJ Roots at joint 271449.jpg
146.10 RJ Roots at joint 271450.jpg
159.50 CB Break in Connection 271451.jpg
159.60 CR Roots from lateral 271452.jpg
160.70 CR Roots from lateral 271454.jpg
160.70 CN Service Connection 271453.jpg
9/22/2016 Dry Z 1 V22091-V22092
No Pre-Cleaning 0.0Downstream 235.0 ' 238.1 '
05/13/2025
C6
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Inspection report
Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:

Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:

WinCanMaster // Page: 3
1:674 Distance Code Observation Counter Photo Grade
162.80 CB Break in Connection 271455.jpg
162.80 CR Roots from lateral 271456.jpg
165.50 RJ Roots at joint 271458.jpg
165.50 GO General observation 271457.jpg
187.50 CN Service Connection 271459.jpg
187.50 CR Roots from lateral 271460.jpg
189.00 RJ Roots at joint 271461.jpg
206.70 RJ Roots at joint 271462.jpg
224.20 RJ Roots at joint 271463.jpg
231.30 RJ Roots at joint 271464.jpg
233.90 GO General observation / PRE ENTRY MH 092
234.60 GO General observation 271466.jpg
238.10 FH Finish of Surveys / MH 092 271468.jpg
238.10 MH Manhole/Node / V22092.00
238.10 GO General observation / MH 092 INSPECTION GOOD 271467.jpg 238.10 MH Manhole/Node / V22092.00
238.10 FH Finish of Surveys / MH 092
9/22/2016 Dry Z 1 V22091-V22092
No Pre-Cleaning 0.0Downstream 235.0 ' 238.1 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI

QOR

V22092
05/13/2025
C6
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Section Pictures - 9/22/2016 - V22091-V22092
Buena MORNINGSIDE TER 9/22/2016 V22091-V22092 10070
271415.jpg, , 0.00ft
Manhole/Node / V22091.00
271422.jpg, , 24.60ft
Mineral Deposits
271421.jpg, , 0.00ft
General observation / MH 091 INSPECTION GOOD
271423.jpg, , 28.60ft
Mineral Deposits / CONTINUOUS
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
522 of 563

Section Pictures - 9/22/2016 - V22091-V22092
Buena MORNINGSIDE TER 9/22/2016 V22091-V22092 10070
271424.jpg, , 53.40ft
Roots at joint
271426.jpg, , 67.30ft
Roots at joint
271425.jpg, , 60.60ft
Roots at joint
271427.jpg, , 68.30ft
Service Connection
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
523 of 563

Section Pictures - 9/22/2016 - V22091-V22092
Buena MORNINGSIDE TER 9/22/2016 V22091-V22092 10070
271428.jpg, , 68.40ft
Roots from lateral
271430.jpg, , 70.60ft
Roots from lateral
271429.jpg, , 70.60ft
Service Connection
271432.jpg, , 82.30ft
Roots at joint
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
524 of 563

Section Pictures - 9/22/2016 - V22091-V22092
Buena MORNINGSIDE TER 9/22/2016 V22091-V22092 10070
271433.jpg, , 85.80ft
Roots at joint
271434.jpg, , 92.80ft
General observation
271435.jpg, , 92.80ft
Roots at joint
271438.jpg, , 103.70ft
Roots at joint
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
525 of 563

Section Pictures - 9/22/2016 - V22091-V22092
Buena MORNINGSIDE TER 9/22/2016 V22091-V22092 10070
271436.jpg, , 103.70ft
Roots at joint
271441.jpg, , 110.80ft
Roots at joint
271439.jpg, , 107.20ft
Roots at joint
271442.jpg, , 114.10ft
Roots at joint
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
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Section Pictures - 9/22/2016 - V22091-V22092
Buena MORNINGSIDE TER 9/22/2016 V22091-V22092 10070
271443.jpg, , 114.10ft
Circular Crack at joint
271445.jpg, , 117.60ft
Roots at joint
271444.jpg, , 116.70ft
General observation
271446.jpg, , 128.20ft
Roots at joint
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
527 of 563

Section Pictures - 9/22/2016 - V22091-V22092
Buena MORNINGSIDE TER 9/22/2016 V22091-V22092 10070
271447.jpg, , 128.90ft
Bend in pipe down
271449.jpg, , 135.40ft
Roots at joint
271448.jpg, , 131.80ft
Roots at joint
271450.jpg, , 146.10ft
Roots at joint
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
528 of 563

Section Pictures - 9/22/2016 - V22091-V22092
Buena MORNINGSIDE TER 9/22/2016 V22091-V22092 10070
271451.jpg, , 159.50ft
Break in Connection
271454.jpg, , 160.70ft
Roots from lateral
271452.jpg, , 159.60ft
Roots from lateral
271453.jpg, , 160.70ft
Service Connection
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
529 of 563

Section Pictures - 9/22/2016 - V22091-V22092
Buena MORNINGSIDE TER 9/22/2016 V22091-V22092 10070
271455.jpg, , 162.80ft
Break in Connection
271458.jpg, , 165.50ft
Roots at joint
271456.jpg, , 162.80ft
Roots from lateral
271457.jpg, , 165.50ft
General observation
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
530 of 563

Section Pictures - 9/22/2016 - V22091-V22092
Buena MORNINGSIDE TER 9/22/2016 V22091-V22092 10070
271459.jpg, , 187.50ft
Service Connection
271461.jpg, , 189.00ft
Roots at joint
271460.jpg, , 187.50ft
Roots from lateral
271462.jpg, , 206.70ft
Roots at joint
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
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Section Pictures - 9/22/2016 - V22091-V22092
Buena MORNINGSIDE TER 9/22/2016 V22091-V22092 10070
271463.jpg, , 224.20ft
Roots at joint
271466.jpg, , 234.60ft
General observation
271464.jpg, , 231.30ft
Roots at joint
271468.jpg, , 238.10ft
Finish of Surveys / MH 092
City Street Date Lateral Segment Reference Nr.
05/13/2025
C6
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Section Pictures - 9/22/2016 - V22091-V22092
Buena MORNINGSIDE TER 9/22/2016 V22091-V22092 10070
271467.jpg, , 238.10ft
General observation / MH 092 INSPECTION GOOD
City Street Date Lateral Segment Reference Nr.
05/13/2025
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Small Diameter Sewer Rehabilitation
CIP 8244 - Vista
Line
Item Description
Quantit
y
Unit of
Measure Unit Cost Total
V-1 Mobilization & Demobilization (5% maximum of Total Base Bid) 1 LS $18,290.00 $18,290.00 V-2 Project Spill Prevention Plan 1 LS $16,355.00 $16,355.00 V-3
State required line item for Labor Code Section 6705 and 6707 – trench excavation plan and sheeting, shoring, and bracing including all labor, equipment, and materials 1 LS $6,825.00 $6,825.00 V-4 Storm Water Pollution Prevention and Erosion Control 1 LS $16,605.00 $16,605.00 V-5 Special Remote Site Set-up 1 LS $37,500.00 $37,500.00 V-6 Third party professional pre-construction videos 1 LS $2,500.00 $2,500.00 V-7 Special Traffic Control plans 1 LS $20,580.00 $20,580.00 V-8 Public Notification per Special Provisions 3-11.2 1 LS $750.00 $750.00 V-9
Lining of 6” pipe using CIPP (includes cleaning pre and post video, flow diversion, traffic control, removal and disposal of roots and debris) 2823 LF $72.00 $203,256.00 V-10
Lining of 8” pipe using CIPP (includes cleaning pre and post video, flow diversion, traffic control, removal and disposal of roots and debris.) 3973 LF $78.00 $309,894.00 V-11 Post-rehabilitation and Final CCTV of all rehabilitated pipeline s 1 LS $25,250.00 $25,250.00
V-12 Re-establish lateral connections 105 EA $50.00 $5,250.00 V-13 Install brim style SLC Seal and compression gasket sealing at lateral junctions 98 EA $1,000.00 $98,000.00 V-14 In Pipe Robotic Repair/Trim Protruding Lateral 1 EA $500.00 $500.00 V-15 Remove and Replace Cleanouts 2 EA $17,115.00 $34,230.00 Total $795,785.00
05/13/2025
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Small Diameter Sewer Rehabilitation
CIP 8317 - Buena
Line
Item Description Quantity
Unit of
Measure Unit Cost Total
B-1 Mobilization & Demobilization (5% maximum of Total Base Bid) 1 LS $3,000.00 $3,000.00 B-2 Project Spill Prevention Plan 1 LS $1,450.00 $1,450.00 B-3
State required line item for Labor Code Section 6705 and 6707 – trench excavation plan and sheeting, shoring, and bracing including all labor, equipment, and materials 1 LS $1,313.00 $1,313.00 B-4 Storm Water Pollution Prevention and Erosion Control 1 LS $4,350.00 $4,350.00 B-5 Special Remote Site Set-up 1 LS $1,250.00 $1,250.00 B-6 Third party professional pre-construction videos 1 LS $500.00 $500.00 B-7 Special Traffic Control plans 1 LS $950.00 $950.00
B-8 Public Notification per Special Provisions 3-11.2 1 LS $100.00 $100.00 B-9
Lining of 6” pipe using CIPP (includes cleaning pre and post video, flow diversion, traffic control, removal and disposal of roots and debris) 365 LF $72.00 $26,280.00 B-10
Lining of 8” pipe using CIPP (includes cleaning pre and post video, flow diversion, traffic control, removal and disposal of roots and debris.) 290 LF $78.00 $22,620.00 B-11 Post-rehabilitation and Final CCTV of all rehabilitated pipeline s 1 LS $6,750.00 $6,750.00
B-12 Re-establish lateral connections 12 EA $50.00 $600.00 B-13 Install brim style SLC Seal and compression gasket sealing at lateral junctions 9 EA $1,000.00 $9,000.00 Total $78,163.00
05/13/2025
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