WO_798158_RBOC_1001_ROSE_BOWL_DRIVE_PASADENA_CA_NEW_.pdf

10 MB Posted

Attached to
Construction Manager At-Risk Plumbing Infrastructure Enhanced Maintenance Project
Solicitation number
2026-RFP-0504
Issued by
Los Angeles County, California

About this file

Written by GovTribe AI ·

This is a CCTV inspection report documenting a comprehensive sewer system evaluation conducted by GPRS (Ground Penetrating Radar Services) for the Rose Bowl Operating Company (RBOC) at 1001 Rose Bowl Drive in Pasadena, California. The inspection, performed between July 14-17, 2025, surveyed 30 pipe segments totaling approximately 3,400 linear feet of sanitary sewer infrastructure, including main lines and laterals ranging from 6 to 12 inches in diameter. The inspection identified numerous defects across the system, including significant structural damage such as complete collapse (100% cross-sectional area) in segment MSA-D, multiple fractures, cracks, holes, and joint offsets, as well as operational issues including deposits, roots, and multiple tap installations. Pipe materials inspected include Vitrified Clay Pipe (VCP), Reinforced Concrete Pipe (RCP), and Cast Iron, with year-laid information and pre-cleaning status documented for each segment.

The inspection report provides detailed photographic documentation and Quality Score Ratings (QSR/QMR/SPR/MPR/OPR) for each segment, assessing pipe condition relative to the Pasadena Municipal Code requirements and informing the Rose Bowl Stadium's Plumbing Infrastructure Enhanced Maintenance Project. The findings directly support the Rose Bowl Sewer and Water Asset Management Plan (2022) and justify the recommended replacement and rehabilitation program for the stadium's water, sewer, and gas distribution systems. Given the critical nature of the defects identified—particularly the complete collapse in MSA-D and widespread structural deterioration throughout the system—this inspection establishes the technical baseline for the Construction Manager at-Risk (CMAR) procurement to address subsurface infrastructure replacement and rehabilitation while maintaining continuous plumbing service to the operating stadium during events.

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GPRS

james.haaker@gprsinc.com

Project

Project WO 798158 - RBOC 1001 ROSE BOWL DR PASADENA_ CA

7/1/2025

Page C-1 https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff

Table of Contents

Page T-1

7/1/2025 Project

WO 798158 - RBOC 1001 ROSE BOWL DR PASADENA_ CA

Section: 2; SSMH1 - SSMH3

Section: 3; MSA-A - SSMH1

Section: 4; MSA-B - SSMH1

Section: 5; SSMH3 - SSMH4

Section: 6; MSA-C - SSMH5

Section: 7; SSMH5 - MSA-D

Section: 8; SSMH4 - SSMH6

Section: 9; SSMH7 - MSA-E

Section: 10; MSA-F - SSMH7

Section: 11; SSMH8 - SSMH6

Section: 12; SSMH9 - SSMH8

Section: 13; MSA-G - SSMH8

Section: 14; MSA-H - SSMH8

Section: 15; SSMH6 - SSMH10

Section: 16; SSMH10 - SSMH11

Section: 17; SSMH2 - SSMH12

Section: 18; SSMH12 - SSMH13

Section: 19; SSMH13 - SSMH14

Section: 20; SSMH14 - SSMH15

Section: 21; SSMH15 - SSMH16

Section: 22; SSMH16 - SSMH17

Section: 23; SSMH17 - SSMH18

Section: 24; SSMH18 - SSMH19

Section: 25; SSMH20 - SSMH18

Section: 26; SSMH21 - MSA-I

Section: 27; MSA-J - SSMH21

Section: 28; SSMH22 - SSMH10

Section: 29; SDMH1 - MSA-K

Section: 30; MSA-L - SDMH2 https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SSMH1-SSMH3 https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SSMH1-MSA-A https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SSMH1-MSA-B https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SSMH3-SSMH4 https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SSMH5-MSA-C https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SSMH5-MSA-D https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SSMH4-SSMH6 https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SSMH7-MSA-E https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SSMH7-MSA-F https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SSMH8-SSMH6 https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SSMH8-SSMH9 https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SSMH8-MSA-G https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SSMH8-MSA-H https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SSMH6-SSMH10 https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SSMH10-SSMH11 https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SSMH2-SSMH12 https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SSMH12-SSMH13 https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SSMH13-SSMH14 https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SSMH14-SSMH15 https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SSMH15-SSMH16 https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SSMH16-SSMH17 https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SSMH17-SSMH18 https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SSMH18-SSMH19 https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SSMH18-SSMH20 https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SSMH21-MSA-I https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SSMH21-MSA-J https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SSMH22-SSMH10 https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SDMH1-MSA-K https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=MSA-L-SDMH2

Page T-2

7/1/2025 Project

WO 798158 - RBOC 1001 ROSE BOWL DR PASADENA_ CA

Section: 31; MSA-M - SDMH3

Section: 32; MSA-N - SDMH3

Section: 33; SDMH3 - MSA-O

Section: 34; SDMH4 - MSA-P

Section: 35; SDCB12 - SDMH4

Section: 36; SDCB13 - MSA-Q

Section: 37; SCO1 - MSA-1

Section: 38; SCO2 START - SCO2 END

Section: 39; SCO3 - MSA-2

Section: 40; SCO4 - MSA-3

Section: 41; SCO5 - SCO6 LINE

Section: 42; SCO6 - SSMH2

Section: 43; MSA-4 - SCO7

Section: 44; SCO8 - SSMH2

Section: 45; SCO9 - SCO10 LINE

Section: 46; SCO10 - SCO11

Section: 47; SCO11 - SCO8 LINE

Section: 48; SCO12 - MSA-4

Section: 49; SCO13 - MAINLINE

Section: 50; SCO14 - MAINLINE

Section: 51; SCO15 - MAINLINE

Section: 52; SCO16 - MAINLINE

Section: 53; SCO18 - MAINLINE

Section: 54; SCO19 - MAINLINE

Section: 55; SCO20 - MSA-5

Section: 56; SCO21 START - SCO21 END

Section: 57; SCO17 - MAINLINE

Section: 58; SCO22 - SCO23

Section: 59; SCO24 - MAINLINE https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SDMH3-MSA-M https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SDMH3-MSA-N https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SDMH3-MSA-O https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SDMH4-MSA-P https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SDMH4-SDCB12 https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SDCB13-MSA-Q https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SCO1-MSA-1 https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SCO2 START-SCO2 END https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SCO3-MSA-2 https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SCO4-MSA-3 https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SCO5-SCO6 LINE https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SCO6-SSMH2 https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SCO7-MSA-4 https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SCO8-SSMH2 https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SCO9-SCO10 LINE https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SCO10-SCO11 https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SCO11-SCO8 LINE https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SCO12-MSA-4 https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SCO13-MAINLINE https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SCO14-MAINLINE https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SCO15-MAINLINE https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SCO16-MAINLINE https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SCO18-MAINLINE https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SCO19-MAINLINE https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SCO20-MSA-5 https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SCO21 START-SCO21 END https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SCO17-MAINLINE https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SCO22-SCO23 https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SCO24-MAINLINE

Page T-3

7/1/2025 Project

WO 798158 - RBOC 1001 ROSE BOWL DR PASADENA_ CA

Section: 60; SCO25 - SCO23

Section: 61; SCO26 START - SCO26 END

Section: 62; SCO23 - SCO27

Section: 63; SCO27 - MAINLINE

Section: 64; SCO27 - SCO28

Section: 65; SCO28 START - SCO28 END

Section: 66; SCO29 - SCO30

Section: 67; SCO30 - SCO32

Section: 68; SCO31 - SCO30

Section: 69; SCO32 - MAINLINE

Section: 70; SCO33 START - SCO33 END

Section: 71; SDCB1 - MSA-6

Section: 72; SCO34 - MAINLINE

Section: 73; SCO35 - MAINLINE

Section: 74; SDCB2 - MSA-7

Section: 75; MSA-8 - SDCB2

Section: 76; SDCB3 - MAINLINE

Section: 77; SDCB4 - MAINLINE

Section: 78; SDCB5 - MAINLINE

Section: 79; SDCB6 - MAINLINE

Section: 80; SDCB7 - MSA-9

Section: 81; SDCB8 - MSA-10

Section: 82; SDCB9 - MSA-11

Section: 83; SDCB10A - MAINLINE

Section: 84; SDCB10B - MAINLINE

Section: 85; SDCB11 - MAINLINE

Section: 86; TD1 - MAINLINE

Section: 87; TD2 - MAINLINE https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SCO25-SCO23 https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SCO26 START-SCO26 END https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SCO23-SCO27 https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SCO27-MAINLINE https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SCO27-SCO28 https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SCO28 START-SCO28 END https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SCO29-SCO30 https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SCO30-SCO32 https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SCO31-SCO30 https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SCO32-MAINLINE https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SCO33 START-SCO33 END https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SDCB1-MSA-6 https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SCO34-MAINLINE https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SCO35-MAINLINE https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SDCB2-MSA-7 https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SDCB2-MSA-8 https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SDCB3-MAINLINE https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SDCB4-MAINLINE https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SDCB5-MAINLINE https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SDCB6-MAINLINE https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SDCB7-MSA-9 https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SDCB8-MSA-10 https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SDCB9-MSA-11 https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SDCB10A-MAINLINE https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SDCB10B-MAINLINE https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=SDCB11-MAINLINE https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=TD1-MAINLINE https://web.wincan.com/#/app/guest-project/fb6ce133-e7c7-41e4-b836-bf4b73289746/7d743459-3108-4655-9bd5-13298b4429ff?type=SECTION_VIEW&filter=TD2-MAINLINE

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:

WO 798158 - RBOC 1001 ROSE BOWL DR PASADENA_ CA // Page: 1

City: PASADENA Drainage Area: Upstream MH: SSMH1

Street: 1001 ROSE BOWL DR Media Label: Up Rim to Invert: 0.0

Location Code: Flow Control: Downstream MH: SSMH3

Location Details: Sheet Number: Down Rim to Invert: 0.0

Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0

Pipe size: 10 " Sewer Category: SEC Joints passed: 0

Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0

Lining Method: Owner:

Additional Info:

1:1414 Distance Code Observation Counter Photo Grade

0.0 AMH Manhole / SSMH1 00:00:00 1

0.0 MWL Water Level, 5% of the vertical dimension 00:00:27 2

1.6 DAGS Deposits Attached Grease, 10% of cross sectional area from 7 o'clock to 5 o'clock, within 8 inch

00:00:40 3 M2

2.9 TFA Tap Factory Activity at 12 o'clock, dia/height: 4inch, within 8 inch

00:00:59 4, 5

34.7 TB Tap Break-in/Hammer at 12 o'clock, dia/height: 4inch, within 8 inch

00:02:44 6, 7

128.0 TFA Tap Factory Activity at 2 o'clock, dia/height: 4inch, within 8 inch

00:07:45 8, 9

187.3 AMH Manhole / SSMH3 00:11:05 10

7/14/2025 JAMES HAAKER U03180703001068 SSMH1-SSMH3

Not Known Downstream 187.3 ' 187.3 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI

0000 2100 0.0 2.0 0.0 2.0 2.02.0

QOR

SSMH1

SSMH3

Section Pictures - 7/14/2025 - SSMH1-SSMH3

PASADENA 1001 ROSE BOWL DR 7/14/2025 SSMH1-SSMH3 2

1, 00:00:00, 0.00ft Manhole / SSMH1

3, 00:00:40, 1.64ft Deposits Attached Grease, 10% of cross sectional area from 7 o'clock to 5 o'clock, within 8 inch

2, 00:00:27, 0.00ft Water Level, 5% of the vertical dimension

4, 00:00:59, 2.94ft Tap Factory Activity at 12 o'clock, dia/height: 4inch, within 8 inch

City Street Date Lateral Segment Reference Section No.

Section Pictures - 7/14/2025 - SSMH1-SSMH3

PASADENA 1001 ROSE BOWL DR 7/14/2025 SSMH1-SSMH3 2

5, 00:00:59, 2.94ft Tap Factory Activity at 12 o'clock, dia/height: 4inch, within 8 inch

7, 00:02:44, 34.72ft Tap Break-in/Hammer at 12 o'clock, dia/height: 4inch, within 8 inch

6, 00:02:44, 34.72ft Tap Break-in/Hammer at 12 o'clock, dia/height: 4inch, within 8 inch

8, 00:07:45, 128.01ft Tap Factory Activity at 2 o'clock, dia/height: 4inch, within 8 inch

Section Pictures - 7/14/2025 - SSMH1-SSMH3

PASADENA 1001 ROSE BOWL DR 7/14/2025 SSMH1-SSMH3 2

9, 00:07:45, 128.01ft Tap Factory Activity at 2 o'clock, dia/height: 4inch, within 8 inch

10, 00:11:05, 187.33ft Manhole / SSMH3

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

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

WO 798158 - RBOC 1001 ROSE BOWL DR PASADENA_ CA // Page: 5

City: PASADENA Drainage Area: Upstream MH: MSA-A

Street: 1001 ROSE BOWL DR Media Label: Up Rim to Invert: 0.0

Location Code: Flow Control: Downstream MH: SSMH1

Location Details: Sheet Number: Down Rim to Invert: 0.0

Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe 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:

1:682 Distance Code Observation Counter Photo Grade

0.0 AMH Manhole / SSMH1 00:00:00 1

0.0 MWL Water Level, 10% of the vertical dimension 00:00:33 2

0.0 MWM Miscellaneous Water Mark, 30% of the vertical dimension 00:00:37 3

61.4 SSS Surface Damage Spalling at 11 o'clock, within 8 inch 00:03:52 4 S2

72.1 RFJ Roots Fine Joint from 7 o'clock to 10 o'clock, within 8 inch 00:04:43 5 M1

90.3 MSA Miscellaneous Survey Abandoned / MSA-A END OF

SCOPE LIMITS

00:06:07 6

90.3 End of pipe

7/14/2025 JAMES HAAKER U03180703001068 SSMH1-MSA-A

Not Known Upstream 90.3 ' 90.3 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI

2100 1100 2.0 1.0 2.0 1.0 1.53.0

QOR

MSA-A

Section Pictures - 7/14/2025 - SSMH1-MSA-A

PASADENA 1001 ROSE BOWL DR 7/14/2025 SSMH1-MSA-A 3

1, 00:00:00, 0.00ft Manhole / SSMH1

3, 00:00:37, 0.00ft Miscellaneous Water Mark, 30% of the vertical dimension

2, 00:00:33, 0.00ft Water Level, 10% of the vertical dimension

4, 00:03:52, 61.42ft Surface Damage Spalling at 11 o'clock, within 8 inch

Section Pictures - 7/14/2025 - SSMH1-MSA-A

PASADENA 1001 ROSE BOWL DR 7/14/2025 SSMH1-MSA-A 3

5, 00:04:43, 72.06ft Roots Fine Joint from 7 o'clock to 10 o'clock, within 8 inch

6, 00:06:07, 90.29ft Miscellaneous Survey Abandoned / MSA-A END OF SCOPE

LIMITS

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

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

WO 798158 - RBOC 1001 ROSE BOWL DR PASADENA_ CA // Page: 8

City: PASADENA Drainage Area: Upstream MH: MSA-B

Street: 1001 ROSE BOWL DR Media Label: Up Rim to Invert: 0.0

Location Code: Flow Control: Downstream MH: SSMH1

Location Details: Sheet Number: Down Rim to Invert: 0.0

Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe 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:

1:411 Distance Code Observation Counter Photo Grade

0.0 AMH Manhole / SSMH1 00:00:00

0.0 MWL Water Level, 5% of the vertical dimension 00:00:09 1

49.8 CM Crack Multiple from 11 o'clock to 4 o'clock, within 8 inch 00:03:26 2 S3

50.4 RFJ Roots Fine Joint from 7 o'clock to 10 o'clock, within 8 inch 00:03:51 3 M1

54.0 RFJ Roots Fine Joint from 7 o'clock to 10 o'clock, within 8 inch 00:04:10 4 M1

54.4 MMC Miscellaneous Material Change / ABS 00:04:38 5

54.4 MSC Miscellaneous Shape or Size Change, dia/height: 2inch 00:04:39 6

54.4 MSA Miscellaneous Survey Abandoned / MSA-B 00:04:49 7

7/14/2025 JAMES HAAKER U03180703001068 SSMH1-MSA-B

Not Known Upstream 54.4 ' 54.4 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI

3100 1200 3.0 2.0 3.0 1.0 1.75.0

QOR

Section Pictures - 7/14/2025 - SSMH1-MSA-B

PASADENA 1001 ROSE BOWL DR 7/14/2025 SSMH1-MSA-B 4

1, 00:00:09, 0.00ft Water Level, 5% of the vertical dimension

3, 00:03:51, 50.43ft Roots Fine Joint from 7 o'clock to 10 o'clock, within 8 inch

2, 00:03:26, 49.81ft Crack Multiple from 11 o'clock to 4 o'clock, within 8 inch

4, 00:04:10, 54.00ft Roots Fine Joint from 7 o'clock to 10 o'clock, within 8 inch

Section Pictures - 7/14/2025 - SSMH1-MSA-B

PASADENA 1001 ROSE BOWL DR 7/14/2025 SSMH1-MSA-B 4

5, 00:04:38, 54.43ft Miscellaneous Material Change / ABS

7, 00:04:49, 54.43ft Miscellaneous Survey Abandoned / MSA-B

6, 00:04:39, 54.43ft Miscellaneous Shape or Size Change, dia/height: 2inch

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

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

WO 798158 - RBOC 1001 ROSE BOWL DR PASADENA_ CA // Page: 11

City: PASADENA Drainage Area: Upstream MH: SSMH3

Street: 1001 ROSE BOWL DR Media Label: Up Rim to Invert: 0.0

Location Code: Flow Control: Downstream MH: SSMH4

Location Details: Sheet Number: Down Rim to Invert: 0.0

Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0

Pipe size: 10 " Sewer Category: SEC Joints passed: 0

Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0

Lining Method: Owner:

Additional Info:

1:1879 Distance Code Observation Counter Photo Grade

0.0 AMH Manhole / SSMH3 00:00:00 1

0.0 MWL Water Level, 5% of the vertical dimension 00:00:23 2

45.6 JOM Joint Offset Medium 00:02:39 3 S3

48.1 TFA Tap Factory Activity at 10 o'clock, dia/height: 6inch, within 8 inch

00:02:50 4, 5

51.4 SSS Surface Damage Spalling at 10 o'clock 00:03:20 6 S2

72.9 FL Fracture Longitudinal at 12 o'clock 00:04:30 7 S3

73.3 TBA Tap Break-in Activity at 12 o'clock, dia/height: 4inch, within 8 inch

00:04:38 8, 9

74.6 CL Crack Longitudinal at 12 o'clock 00:05:21 10 S2

113.3 TFA Tap Factory Activity at 12 o'clock, dia/height: 4inch, within 8 inch

00:07:15 11, 12

155.5 DAR Deposits Attached Ragging, 10% of cross sectional area from 5 o'clock to 7 o'clock

00:09:36 13 M2

183.7 TF Tap Factory Made at 2 o'clock, dia/height: 4inch, within 8 inch

00:11:38 14, 15

248.9 AMH Manhole / SSMH4 00:16:41 16

7/14/2025 JAMES HAAKER U03180703001068 SSMH3-SSMH4

Not Known Downstream 248.9 ' 248.9 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI

3222 2100 10.0 2.0 2.5 2.0 2.412.0

QOR

SSMH3

SSMH4

Section Pictures - 7/14/2025 - SSMH3-SSMH4

PASADENA 1001 ROSE BOWL DR 7/14/2025 SSMH3-SSMH4 5

1, 00:00:00, 0.00ft Manhole / SSMH3

3, 00:02:39, 45.61ft Joint Offset Medium

2, 00:00:23, 0.00ft Water Level, 5% of the vertical dimension

4, 00:02:50, 48.11ft Tap Factory Activity at 10 o'clock, dia/height: 6inch, within 8

Section Pictures - 7/14/2025 - SSMH3-SSMH4

PASADENA 1001 ROSE BOWL DR 7/14/2025 SSMH3-SSMH4 5

5, 00:02:50, 48.11ft Tap Factory Activity at 10 o'clock, dia/height: 6inch, within 8 inch

7, 00:04:30, 72.90ft Fracture Longitudinal at 12 o'clock

6, 00:03:20, 51.42ft Surface Damage Spalling at 10 o'clock

8, 00:04:38, 73.27ft Tap Break-in Activity at 12 o'clock, dia/height: 4inch, within 8

Section Pictures - 7/14/2025 - SSMH3-SSMH4

PASADENA 1001 ROSE BOWL DR 7/14/2025 SSMH3-SSMH4 5

9, 00:04:38, 73.27ft Tap Break-in Activity at 12 o'clock, dia/height: 4inch, within 8 inch

11, 00:07:15, 113.26ft Tap Factory Activity at 12 o'clock, dia/height: 4inch, within 8 inch

10, 00:05:21, 74.62ft Crack Longitudinal at 12 o'clock

12, 00:07:15, 113.26ft Tap Factory Activity at 12 o'clock, dia/height: 4inch, within 8

Section Pictures - 7/14/2025 - SSMH3-SSMH4

PASADENA 1001 ROSE BOWL DR 7/14/2025 SSMH3-SSMH4 5

13, 00:09:36, 155.45ft Deposits Attached Ragging, 10% of cross sectional area from 5 o'clock to 7 o'clock

15, 00:11:38, 183.71ft Tap Factory Made at 2 o'clock, dia/height: 4inch, within 8 inch

14, 00:11:38, 183.71ft Tap Factory Made at 2 o'clock, dia/height: 4inch, within 8 inch

16, 00:16:41, 248.86ft Manhole / SSMH4

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

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

WO 798158 - RBOC 1001 ROSE BOWL DR PASADENA_ CA // Page: 16

City: PASADENA Drainage Area: Upstream MH: MSA-C

Street: 1001 ROSE BOWL DR Media Label: Up Rim to Invert: 0.0

Location Code: Flow Control: Downstream MH: SSMH5

Location Details: Sheet Number: Down Rim to Invert: 0.0

Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0

Pipe size: 10 " Sewer Category: SEC Joints passed: 0

Pipe material: Reinforced Concrete Pipe Purpose: Joints failed: 0

Lining Method: Owner:

Additional Info:

1:50 Distance Code Observation Counter Photo Grade

0.0 AMH Manhole / SSMH5 00:00:00 1

0.0 MWL Water Level, 0% of the vertical dimension 00:00:24 2

0.0 DSF Deposits Settled Fine, 10% of cross sectional area from 5 o'clock to 7 o'clock

00:00:28 3 M2

0.6 RFJ Roots Fine Joint at 12 o'clock, within 8 inch 00:00:48 4 M1

0.9 FL Fracture Longitudinal at 3 o'clock 00:00:55 5 S3

1.5 OBR Obstruction Rocks, 40% of cross sectional area from 4 o'clock to 8 o'clock

00:01:32 6 M5

2.0 MSA Miscellaneous Survey Abandoned / MSA-C 00:01:42 7

7/14/2025 JAMES HAAKER U03180703001068 SSMH5-MSA-C

Not Known Upstream 2.0 ' 2.0 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI

3100 5121 3.0 8.0 3.0 2.7 2.811.0

QOR

SSMH5

Section Pictures - 7/14/2025 - SSMH5-MSA-C

PASADENA 1001 ROSE BOWL DR 7/14/2025 SSMH5-MSA-C 6

1, 00:00:00, 0.00ft Manhole / SSMH5

3, 00:00:28, 0.00ft Deposits Settled Fine, 10% of cross sectional area from 5 o'clock to 7 o'clock

2, 00:00:24, 0.00ft Water Level, 0% of the vertical dimension

4, 00:00:48, 0.62ft Roots Fine Joint at 12 o'clock, within 8 inch

Section Pictures - 7/14/2025 - SSMH5-MSA-C

PASADENA 1001 ROSE BOWL DR 7/14/2025 SSMH5-MSA-C 6

5, 00:00:55, 0.90ft Fracture Longitudinal at 3 o'clock

7, 00:01:42, 2.04ft Miscellaneous Survey Abandoned / MSA-C

6, 00:01:32, 1.55ft Obstruction Rocks, 40% of cross sectional area from 4 o'clock to 8 o'clock

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

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

WO 798158 - RBOC 1001 ROSE BOWL DR PASADENA_ CA // Page: 19

City: PASADENA Drainage Area: Upstream MH: SSMH5

Street: 1001 ROSE BOWL DR Media Label: Up Rim to Invert: 0.0

Location Code: Flow Control: Downstream MH: MSA-D

Location Details: Sheet Number: Down Rim to Invert: 0.0

Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0

Pipe size: 10 " Sewer Category: SEC Joints passed: 0

Pipe material: Reinforced Concrete Pipe Purpose: Joints failed: 0

Lining Method: Owner:

Additional Info:

1:512 Distance Code Observation Counter Photo Grade

0.0 AMH Manhole / SSMH5 00:00:00 1

0.0 MWL Water Level, 0% of the vertical dimension 00:00:15 2

0.0 DSF Deposits Settled Fine, 10% of cross sectional area from 5 o'clock to 7 o'clock, within 8 inch

00:00:18 3 M2

11.2 RFJ Roots Fine Joint at 12 o'clock, within 8 inch 00:01:08 4 M1

12.2 MMC Miscellaneous Material Change / VCP 00:01:19 5

27.5 DSF Deposits Settled Fine, 10% of cross sectional area from 5 o'clock to 7 o'clock, within 8 inch

00:02:17 6 M2

27.9 JOM Joint Offset Medium 00:02:23 7 S3

27.9 MMC Miscellaneous Material Change / RCP 00:02:28 8

30.2 FM Fracture Multiple from 3 o'clock to 9 o'clock 00:02:51 9 S4

31.5 H Hole at 9 o'clock 00:03:04 10, 11 S4

36.3 S01 FM Fracture Multiple from 12 o'clock to 12 o'clock, within 8 inch, Start

00:04:34 12

37.6 H Hole at 3 o'clock 00:04:43 13 S4

67.8 F01 FM Fracture Multiple from 12 o'clock to 12 o'clock, within 8 inch, Finish

00:07:18 S4

67.8 X Collapse, 100% of cross sectional area 00:07:21 14 S5

67.8 MSA Miscellaneous Survey Abandoned / MSA-D 00:07:29 15

7/14/2025 JAMES HAAKER U03180703001068 SSMH5-MSA-D

Not Known Downstream 67.8 ' 67.8 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI

5149 2211 44.0 5.0 4.0 1.7 3.549.0

QOR

SSMH5

Section Pictures - 7/14/2025 - SSMH5-MSA-D

PASADENA 1001 ROSE BOWL DR 7/14/2025 SSMH5-MSA-D 7

1, 00:00:00, 0.00ft Manhole / SSMH5

3, 00:00:18, 0.00ft Deposits Settled Fine, 10% of cross sectional area from 5 o'clock to 7 o'clock, within 8 inch

2, 00:00:15, 0.00ft Water Level, 0% of the vertical dimension

4, 00:01:08, 11.15ft Roots Fine Joint at 12 o'clock, within 8 inch

Section Pictures - 7/14/2025 - SSMH5-MSA-D

PASADENA 1001 ROSE BOWL DR 7/14/2025 SSMH5-MSA-D 7

5, 00:01:19, 12.24ft Miscellaneous Material Change / VCP

7, 00:02:23, 27.92ft Joint Offset Medium

6, 00:02:17, 27.50ft Deposits Settled Fine, 10% of cross sectional area from 5 o'clock to 7 o'clock, within 8 inch

8, 00:02:28, 27.92ft Miscellaneous Material Change / RCP

Section Pictures - 7/14/2025 - SSMH5-MSA-D

PASADENA 1001 ROSE BOWL DR 7/14/2025 SSMH5-MSA-D 7

9, 00:02:51, 30.22ft Fracture Multiple from 3 o'clock to 9 o'clock

11, 00:03:04, 31.52ft Hole at 9 o'clock

10, 00:03:04, 31.52ft Hole at 9 o'clock

12, 00:04:34, 36.33ft Fracture Multiple from 12 o'clock to 12 o'clock, within 8 inch, Start

Section Pictures - 7/14/2025 - SSMH5-MSA-D

PASADENA 1001 ROSE BOWL DR 7/14/2025 SSMH5-MSA-D 7

13, 00:04:43, 37.57ft Hole at 3 o'clock

15, 00:07:29, 67.82ft Miscellaneous Survey Abandoned / MSA-D

14, 00:07:21, 67.82ft Collapse, 100% of cross sectional area

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

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

WO 798158 - RBOC 1001 ROSE BOWL DR PASADENA_ CA // Page: 24

City: PASADENA Drainage Area: Upstream MH: SSMH4

Street: 1001 ROSE BOWL DR Media Label: Up Rim to Invert: 0.0

Location Code: Flow Control: Downstream MH: SSMH6

Location Details: Sheet Number: Down Rim to Invert: 0.0

Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0

Pipe size: 10 " Sewer Category: SEC Joints passed: 0

Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0

Lining Method: Owner:

Additional Info:

1:2311 Distance Code Observation Counter Photo Grade

0.0 AMH Manhole / SSMH4 00:00:00 1, 2

0.0 MWL Water Level, 5% of the vertical dimension 00:00:14 3

41.2 TFA Tap Factory Activity at 12 o'clock, dia/height: 4inch, within 8 inch

00:02:30 4, 5

133.8 TF Tap Factory Made at 12 o'clock, dia/height: 2inch, within 8 inch

00:06:47 6

135.1 TBA Tap Break-in Activity at 2 o'clock, dia/height: 4inch, within 8 inch

00:06:56 7, 8

157.9 JOM Joint Offset Medium 00:08:23 9 S3

158.7 SSS Surface Damage Spalling at 2 o'clock 00:08:30 10 S2

160.0 JOM Joint Offset Medium 00:08:43 11 S3

160.7 TF Tap Factory Made at 10 o'clock, dia/height: 4inch, within 8 inch

00:08:51 12, 13

228.0 SSS Surface Damage Spalling at 8 o'clock, within 8 inch 00:12:01 14 S2

306.1 AMH Manhole / SSMH6 00:17:00 15

7/14/2025 JAMES HAAKER U03180703001068 SSMH4-SSMH6

Not Known Downstream 306.1 ' 306.1 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI

3222 0000 10.0 0.0 2.5 0.0 2.510.0

QOR

SSMH4

SSMH6

Section Pictures - 7/14/2025 - SSMH4-SSMH6

PASADENA 1001 ROSE BOWL DR 7/14/2025 SSMH4-SSMH6 8

1, 00:00:00, 0.00ft Manhole / SSMH4

3, 00:00:14, 0.00ft Water Level, 5% of the vertical dimension

2, 00:00:00, 0.00ft Manhole / SSMH4

4, 00:02:30, 41.18ft Tap Factory Activity at 12 o'clock, dia/height: 4inch, within 8

Section Pictures - 7/14/2025 - SSMH4-SSMH6

PASADENA 1001 ROSE BOWL DR 7/14/2025 SSMH4-SSMH6 8

5, 00:02:30, 41.18ft Tap Factory Activity at 12 o'clock, dia/height: 4inch, within 8 inch

7, 00:06:56, 135.10ft Tap Break-in Activity at 2 o'clock, dia/height: 4inch, within 8 inch

6, 00:06:47, 133.81ft Tap Factory Made at 12 o'clock, dia/height: 2inch, within 8 inch

8, 00:06:56, 135.10ft Tap Break-in Activity at 2 o'clock, dia/height: 4inch, within 8

Section Pictures - 7/14/2025 - SSMH4-SSMH6

PASADENA 1001 ROSE BOWL DR 7/14/2025 SSMH4-SSMH6 8

9, 00:08:23, 157.86ft Joint Offset Medium

11, 00:08:43, 159.97ft Joint Offset Medium

10, 00:08:30, 158.70ft Surface Damage Spalling at 2 o'clock

12, 00:08:51, 160.68ft Tap Factory Made at 10 o'clock, dia/height: 4inch, within 8 inch

Section Pictures - 7/14/2025 - SSMH4-SSMH6

PASADENA 1001 ROSE BOWL DR 7/14/2025 SSMH4-SSMH6 8

13, 00:08:51, 160.68ft Tap Factory Made at 10 o'clock, dia/height: 4inch, within 8 inch

15, 00:17:00, 306.10ft Manhole / SSMH6

14, 00:12:01, 228.02ft Surface Damage Spalling at 8 o'clock, within 8 inch

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

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

WO 798158 - RBOC 1001 ROSE BOWL DR PASADENA_ CA // Page: 29

City: PASADENA Drainage Area: Upstream MH: SSMH7

Street: 1001 ROSE BOWL DR Media Label: Up Rim to Invert: 0.0

Location Code: Flow Control: Downstream MH: MSA-E

Location Details: Sheet Number: Down Rim to Invert: 0.0

Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0

Pipe size: 10 " Sewer Category: SEC Joints passed: 0

Pipe material: Reinforced Concrete Pipe Purpose: Joints failed: 0

Lining Method: Owner:

Additional Info:

1:1527 Distance Code Observation Counter Photo Grade

0.0 AMH Manhole / SSMH7 00:00:00 1

0.0 MWL Water Level, 0% of the vertical dimension 00:00:16 2

0.0 S01 DSF Deposits Settled Fine, 15% of cross sectional area from 5 o'clock to 7 o'clock, within 8 inch, Start

00:00:19 3

17.0 CC Crack Circumferential from 10 o'clock to 2 o'clock, within 8 inch

00:01:40 4 S1

27.2 S02 FM Fracture Multiple from 4 o'clock to 8 o'clock, within 8 inch, Start

00:02:52 5

46.1 OBZ Obstruction Other, 10% of cross sectional area from 5 o'clock to 7 o'clock / PIECE OF METAL?

00:04:15 6 M2

51.3 F01 DSF Deposits Settled Fine, 15% of cross sectional area from 5 o'clock to 7 o'clock, within 8 inch, Finish

00:04:43 M3

56.1 TFC Tap Factory Made Capped at 12 o'clock, dia/height: 4inch 00:05:16 7

56.4 TFD Tap Factory Made Defective at 9 o'clock, dia/height: 4inch, within 8 inch

00:05:36 8, 9 M3

62.1 SRC Surface Damage Reinforcement Corroded at 4 o'clock 00:06:37 10 S5

62.1 H Hole at 3 o'clock 00:06:44 11 S4

113.3 RFB Roots Fine Barrell from 3 o'clock to 6 o'clock 00:09:57 12 M2

140.0 S03 RFB Roots Fine Barrell from 8 o'clock to 4 o'clock, Start 00:11:12 13

150.6 F03 RFB Roots Fine Barrell from 8 o'clock to 4 o'clock, Finish 00:11:46 M2

159.0 RFB Roots Fine Barrell from 3 o'clock to 4 o'clock 00:12:17 14, 15 M2

178.0 TF Tap Factory Made at 3 o'clock, dia/height: 4inch, within 8 inch

00:13:45 16, 17

7/14/2025 JAMES HAAKER U03180703001068 SSMH7-MSA-E

Not Known Downstream 296.4 ' 296.4 '

SSMH7

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

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

WO 798158 - RBOC 1001 ROSE BOWL DR PASADENA_ CA // Page: 30

1:1527 Distance Code Observation Counter Photo Grade

226.6 RFJ Roots Fine Joint from 6 o'clock to 9 o'clock, within 8 inch 00:16:40 18, 19 M1

229.7 RFJ Roots Fine Joint from 5 o'clock to 8 o'clock, within 8 inch 00:17:05 20 M1

243.4 TFC Tap Factory Made Capped at 9 o'clock, dia/height: 4inch, within 8 inch

00:17:58 21, 22

258.2 TF Tap Factory Made at 2 o'clock, dia/height: 4inch, within 8 inch

00:18:47 23, 24

290.1 TF Tap Factory Made at 9 o'clock, dia/height: 2inch 00:21:02 25, 26

291.9 TF Tap Factory Made at 11 o'clock, dia/height: 4inch 00:21:20 27, 28

293.0 OBR Obstruction Rocks, 20% of cross sectional area from 4 o'clock to 8 o'clock, within 8 inch

00:21:42 29 M3

296.4 F02 FM Fracture Multiple from 4 o'clock to 8 o'clock, within 8 inch, Finish

00:22:36 S4

296.4 MSA Miscellaneous Survey Abandoned / MSA-E 00:22:40 30, 31

7/14/2025 JAMES HAAKER U03180703001068 SSMH7-MSA-E

Not Known Downstream 296.4 ' 296.4 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI

514J 3A25 226.0 48.0 4.0 2.5 3.6274.0

QOR

514J

Section Pictures - 7/14/2025 - SSMH7-MSA-E

PASADENA 1001 ROSE BOWL DR 7/14/2025 SSMH7-MSA-E 9

1, 00:00:00, 0.00ft Manhole / SSMH7

3, 00:00:19, 0.00ft Deposits Settled Fine, 15% of cross sectional area from 5 o'clock to 7 o'clock, within 8 inch, Start

2, 00:00:16, 0.00ft Water Level, 0% of the vertical dimension

4, 00:01:40, 16.98ft Crack Circumferential from 10 o'clock to 2 o'clock, within 8 inch

Section Pictures - 7/14/2025 - SSMH7-MSA-E

PASADENA 1001 ROSE BOWL DR 7/14/2025 SSMH7-MSA-E 9

5, 00:02:52, 27.15ft Fracture Multiple from 4 o'clock to 8 o'clock, within 8 inch, Start

7, 00:05:16, 56.07ft Tap Factory Made Capped at 12 o'clock, dia/height: 4inch

6, 00:04:15, 46.10ft Obstruction Other, 10% of cross sectional area from 5 o'clock to 7 o'clock / PIECE OF METAL?

8, 00:05:36, 56.39ft Tap Factory Made Defective at 9 o'clock, dia/height: 4inch, within 8 inch

Section Pictures - 7/14/2025 - SSMH7-MSA-E

PASADENA 1001 ROSE BOWL DR 7/14/2025 SSMH7-MSA-E 9

9, 00:05:36, 56.39ft Tap Factory Made Defective at 9 o'clock, dia/height: 4inch, within 8 inch

11, 00:06:44, 62.15ft Hole at 3 o'clock

10, 00:06:37, 62.15ft Surface Damage Reinforcement Corroded at 4 o'clock

12, 00:09:57, 113.28ft Roots Fine Barrell from 3 o'clock to 6 o'clock

Section Pictures - 7/14/2025 - SSMH7-MSA-E

PASADENA 1001 ROSE BOWL DR 7/14/2025 SSMH7-MSA-E 9

13, 00:11:12, 140.00ft Roots Fine Barrell from 8 o'clock to 4 o'clock, Start

15, 00:12:17, 159.01ft Roots Fine Barrell from 3 o'clock to 4 o'clock

14, 00:12:17, 159.01ft Roots Fine Barrell from 3 o'clock to 4 o'clock

16, 00:13:45, 177.98ft Tap Factory Made at 3 o'clock, dia/height: 4inch, within 8 inch

Section Pictures - 7/14/2025 - SSMH7-MSA-E

PASADENA 1001 ROSE BOWL DR 7/14/2025 SSMH7-MSA-E 9

17, 00:13:45, 177.98ft Tap Factory Made at 3 o'clock, dia/height: 4inch, within 8 inch

19, 00:16:40, 226.59ft Roots Fine Joint from 6 o'clock to 9 o'clock, within 8 inch

18, 00:16:40, 226.59ft Roots Fine Joint from 6 o'clock to 9 o'clock, within 8 inch

20, 00:17:05, 229.66ft Roots Fine Joint from 5 o'clock to 8 o'clock, within 8 inch

Section Pictures - 7/14/2025 - SSMH7-MSA-E

PASADENA 1001 ROSE BOWL DR 7/14/2025 SSMH7-MSA-E 9

21, 00:17:58, 243.38ft Tap Factory Made Capped at 9 o'clock, dia/height: 4inch, within 8 inch

23, 00:18:47, 258.23ft Tap Factory Made at 2 o'clock, dia/height: 4inch, within 8 inch

22, 00:17:58, 243.38ft Tap Factory Made Capped at 9 o'clock, dia/height: 4inch, within 8 inch

24, 00:18:47, 258.23ft Tap Factory Made at 2 o'clock, dia/height: 4inch, within 8 inch

Section Pictures - 7/14/2025 - SSMH7-MSA-E

PASADENA 1001 ROSE BOWL DR 7/14/2025 SSMH7-MSA-E 9

25, 00:21:02, 290.05ft Tap Factory Made at 9 o'clock, dia/height: 2inch

27, 00:21:20, 291.91ft Tap Factory Made at 11 o'clock, dia/height: 4inch

26, 00:21:02, 290.05ft Tap Factory Made at 9 o'clock, dia/height: 2inch

28, 00:21:20, 291.91ft Tap Factory Made at 11 o'clock, dia/height: 4inch

Section Pictures - 7/14/2025 - SSMH7-MSA-E

PASADENA 1001 ROSE BOWL DR 7/14/2025 SSMH7-MSA-E 9

29, 00:21:42, 292.98ft Obstruction Rocks, 20% of cross sectional area from 4 o'clock to 8 o'clock, within 8 inch

31, 00:22:40, 296.40ft Miscellaneous Survey Abandoned / MSA-E

30, 00:22:40, 296.40ft Miscellaneous Survey Abandoned / MSA-E

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

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

WO 798158 - RBOC 1001 ROSE BOWL DR PASADENA_ CA // Page: 39

City: PASADENA Drainage Area: Upstream MH: MSA-F

Street: 1001 ROSE BOWL DR Media Label: Up Rim to Invert: 0.0

Location Code: Flow Control: Downstream MH: SSMH7

Location Details: Sheet Number: Down Rim to Invert: 0.0

Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0

Pipe size: 10 " Sewer Category: SEC Joints passed: 0

Pipe material: Reinforced Concrete Pipe Purpose: Joints failed: 0

Lining Method: Owner:

Additional Info:

1:50 Distance Code Observation Counter Photo Grade

0.0 AMH Manhole / SSMH7 00:00:00 1, 2

0.0 MWL Water Level, 0% of the vertical dimension 00:00:13 3

0.0 S01 DSF Deposits Settled Fine, 50% of cross sectional area from 4 o'clock to 8 o'clock, within 8 inch, Start

00:00:21

3.3 F01 DSF Deposits Settled Fine, 50% of cross sectional area from 4 o'clock to 8 o'clock, within 8 inch, Finish

00:00:50 M5

3.3 OBI Obstruction Intruding Through Wall, 5% of cross sectional area from 1 o'clock to 5 o'clock

00:00:52 4 M5

3.3 MSA Miscellaneous Survey Abandoned / MSA-F 00:01:00 5

7/14/2025 JAMES HAAKER U03180703001068 SSMH7-MSA-F

Not Known Upstream 3.3 ' 3.3 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI

0000 5200 0.0 10.0 0.0 5.0 5.010.0

QOR

SSMH7

Section Pictures - 7/14/2025 - SSMH7-MSA-F

PASADENA 1001 ROSE BOWL DR 7/14/2025 SSMH7-MSA-F 10

1, 00:00:00, 0.00ft Manhole / SSMH7

3, 00:00:13, 0.00ft Water Level, 0% of the vertical dimension

2, 00:00:00, 0.00ft Manhole / SSMH7

4, 00:00:52, 3.27ft Obstruction Intruding Through Wall, 5% of cross sectional area from 1 o'clock to 5 o'clock

Section Pictures - 7/14/2025 - SSMH7-MSA-F

PASADENA 1001 ROSE BOWL DR 7/14/2025 SSMH7-MSA-F 10

5, 00:01:00, 3.27ft Miscellaneous Survey Abandoned / MSA-F

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

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

WO 798158 - RBOC 1001 ROSE BOWL DR PASADENA_ CA // Page: 42

City: PASADENA Drainage Area: Upstream MH: SSMH8

Street: 1001 ROSE BOWL DR Media Label: Up Rim to Invert: 0.0

Location Code: Flow Control: Downstream MH: SSMH6

Location Details: Sheet Number: Down Rim to Invert: 0.0

Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0

Pipe size: 10 " Sewer Category: SEC Joints passed: 0

Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0

Lining Method: Owner:

Additional Info:

1:135 Distance Code Observation Counter Photo Grade

0.0 AMH Manhole / SSMH8 00:00:00

0.0 MWL Water Level, 5% of the vertical dimension 00:00:09 1

17.8 AMH Manhole / SSMH6 00:01:36 2, 3

7/15/2025 JAMES HAAKER U03180703001068 SSMH8-SSMH6

Not Known Downstream 17.8 ' 17.8 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI

0000 0000 0.0 0.0 0.0 0.0 0.00.0

QOR

SSMH8

Section Pictures - 7/15/2025 - SSMH8-SSMH6

PASADENA 1001 ROSE BOWL DR 7/15/2025 SSMH8-SSMH6 11

1, 00:00:09, 0.00ft Water Level, 5% of the vertical dimension

3, 00:01:36, 17.80ft Manhole / SSMH6

2, 00:01:36, 17.80ft Manhole / SSMH6

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

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

WO 798158 - RBOC 1001 ROSE BOWL DR PASADENA_ CA // Page: 44

City: PASADENA Drainage Area: Upstream MH: SSMH9

Street: 1001 ROSE BOWL DR Media Label: Up Rim to Invert: 0.0

Location Code: Flow Control: Downstream MH: SSMH8

Location Details: Sheet Number: Down Rim to Invert: 0.0

Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0

Pipe size: 10 " Sewer Category: SEC Joints passed: 0

Pipe material: Reinforced Concrete Pipe Purpose: Joints failed: 0

Lining Method: Owner:

Additional Info:

1:611 Distance Code Observation Counter Photo Grade

0.0 AMH Manhole / SSMH8 00:00:00

0.0 MWL Water Level, 5% of the vertical dimension 00:00:09 1

9.1 TF Tap Factory Made at 2 o'clock, dia/height: 4inch, within 8 inch

00:00:48 2, 3

12.5 DSZ Deposits Settled Other, 5% of cross sectional area from 5 o'clock to 7 o'clock, within 8 inch / MISC. DEBRIS

00:01:22 4 M2

36.8 JOM Joint Offset Medium 00:02:49 5 S3

43.4 RFJ Roots Fine Joint from 11 o'clock to 12 o'clock, within 8 inch 00:03:27 6 M1

45.5 JOM Joint Offset Medium 00:03:45 7 S3

48.4 JOM Joint Offset Medium 00:03:59 8 S3

52.2 CL Crack Longitudinal at 12 o'clock, within 8 inch 00:04:30 9 S2

52.4 RFJ Roots Fine Joint at 12 o'clock, within 8 inch 00:04:35 10 M1

54.4 RFJ Roots Fine Joint from 7 o'clock to 8 o'clock, within 8 inch 00:04:44 11, 12 M1

57.1 JOM Joint Offset Medium 00:05:08 13 S3

63.4 JOM Joint Offset Medium 00:05:29 14 S3

63.9 S01 DSF Deposits Settled Fine, 5% of cross sectional area from 5 o'clock to 7 o'clock, within 8 inch, Start

00:05:36 15

79.0 F01 DSF Deposits Settled Fine, 5% of cross sectional area from 5 o'clock to 7 o'clock, within 8 inch, Finish

00:06:28 M2

80.9 AMH Manhole / SSMH9 00:06:56 16

7/15/2025 JAMES HAAKER U03180703001068 SSMH8-SSMH9

Not Known Upstream 80.9 ' 80.9 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI

3521 2413 17.0 11.0 2.8 1.6 2.228.0

QOR

SSMH9

Section Pictures - 7/15/2025 - SSMH8-SSMH9

PASADENA 1001 ROSE BOWL DR 7/15/2025 SSMH8-SSMH9 12

1, 00:00:09, 0.00ft Water Level, 5% of the vertical dimension

3, 00:00:48, 9.08ft Tap Factory Made at 2 o'clock, dia/height: 4inch, within 8 inch

2, 00:00:48, 9.08ft Tap Factory Made at 2 o'clock, dia/height: 4inch, within 8 inch

4, 00:01:22, 12.55ft Deposits Settled Other, 5% of cross sectional area from 5 o'clock to 7 o'clock, within 8 inch / MISC. DEBRIS

Section Pictures - 7/15/2025 - SSMH8-SSMH9

PASADENA 1001 ROSE BOWL DR 7/15/2025 SSMH8-SSMH9 12

5, 00:02:49, 36.80ft Joint Offset Medium

7, 00:03:45, 45.54ft Joint Offset Medium

6, 00:03:27, 43.43ft Roots Fine Joint from 11 o'clock to 12 o'clock, within 8 inch

8, 00:03:59, 48.38ft Joint Offset Medium

Section Pictures - 7/15/2025 - SSMH8-SSMH9

PASADENA 1001 ROSE BOWL DR 7/15/2025 SSMH8-SSMH9 12

9, 00:04:30, 52.20ft Crack Longitudinal at 12 o'clock, within 8 inch

11, 00:04:44, 54.41ft Roots Fine Joint from 7 o'clock to 8 o'clock, within 8 inch

10, 00:04:35, 52.43ft Roots Fine Joint at 12 o'clock, within 8 inch

12, 00:04:44, 54.41ft Roots Fine Joint from 7 o'clock to 8 o'clock, within 8 inch

Section Pictures - 7/15/2025 - SSMH8-SSMH9

PASADENA 1001 ROSE BOWL DR 7/15/2025 SSMH8-SSMH9 12

13, 00:05:08, 57.14ft Joint Offset Medium

15, 00:05:36, 63.88ft Deposits Settled Fine, 5% of cross sectional area from 5 o'clock to 7 o'clock, within 8 inch, Start

14, 00:05:29, 63.36ft Joint Offset Medium

16, 00:06:56, 80.89ft Manhole / SSMH9

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

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

WO 798158 - RBOC 1001 ROSE BOWL DR PASADENA_ CA // Page: 49

City: PASADENA Drainage Area: Upstream MH: MSA-G

Street: 1001 ROSE BOWL DR Media Label: Up Rim to Invert: 0.0

Location Code: Flow Control: Downstream MH: SSMH8

Location Details: Sheet Number: Down Rim to Invert: 0.0

Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0

Pipe size: 6 " Sewer Category: SEC Joints passed: 0

Pipe material: Cast Iron Purpose: Joints failed: 0

Lining Method: Owner:

Additional Info:

1:50 Distance Code Observation Counter Photo Grade

0.0 AMH Manhole / SSMH8 00:00:00

0.0 MWL Water Level, 20% of the vertical dimension 00:00:09 1

2.9 DAE Deposits Attached Encrustation, 20% of cross sectional area from 10 o'clock to 2 o'clock

00:01:00 2 M3

4.1 MSA Miscellaneous Survey Abandoned / MSA-G 00:01:23 3

7/15/2025 JAMES HAAKER U03180703001068 SSMH8-MSA-G

Not Known Upstream 4.1 ' 4.1 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI

0000 3100 0.0 3.0 0.0 3.0 3.03.0

QOR

Section Pictures - 7/15/2025 - SSMH8-MSA-G

PASADENA 1001 ROSE BOWL DR 7/15/2025 SSMH8-MSA-G 13

1, 00:00:09, 0.00ft Water Level, 20% of the vertical dimension

3, 00:01:23, 4.12ft Miscellaneous Survey Abandoned / MSA-G

2, 00:01:00, 2.89ft Deposits Attached Encrustation, 20% of cross sectional area from 10 o'clock to 2 o'clock

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

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

WO 798158 - RBOC 1001 ROSE BOWL DR PASADENA_ CA // Page: 51

City: PASADENA Drainage Area: Upstream MH: MSA-H

Street: 1001 ROSE BOWL DR Media Label: Up Rim to Invert: 0.0

Location Code: Flow Control: Downstream MH: SSMH8

Location Details: Sheet Number: Down Rim to Invert: 0.0

Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0

Pipe size: 6 " Sewer Category: SEC Joints passed: 0

Pipe material: Reinforced Concrete Pipe Purpose: Joints failed: 0

Lining Method: Owner:

Additional Info:

1:50 Distance Code Observation Counter Photo Grade

0.0 AMH Manhole / SSMH8 00:00:00

0.0 MWL Water Level, 0% of the vertical dimension 00:00:07 1

0.0 DSF Deposits Settled Fine, 40% of cross sectional area from 4 o'clock to 8 o'clock

00:00:11 2 M5

0.2 MSA Miscellaneous Survey Abandoned / MSA-H 00:00:55 3

7/15/2025 JAMES HAAKER U03180703001068 SSMH8-MSA-H

Not Known Upstream 0.2 ' 0.2 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI

0000 5100 0.0 5.0 0.0 5.0 5.05.0

QOR

Section Pictures - 7/15/2025 - SSMH8-MSA-H

PASADENA 1001 ROSE BOWL DR 7/15/2025 SSMH8-MSA-H 14

1, 00:00:07, 0.00ft Water Level, 0% of the vertical dimension

3, 00:00:55, 0.25ft Miscellaneous Survey Abandoned / MSA-H

2, 00:00:11, 0.00ft Deposits Settled Fine, 40% of cross sectional area from 4 o'clock to 8 o'clock

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

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

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File details come from the government source that posted it. Updated .