Salinas City Council
May 2, 2023

A P P E N D I CES

A P P E N D I X A : E c o n o m i c D e v e l o p m e n t E l e m e n t T a b l e s

Table LU-3 Development Capacity
Assumptions Acres Projected
Dwelling Units/Households
Projected Non-Residential
Square Feet (thousands)
Projected
Population
Maximum
Du/Acre FAR
Average
Du/Acre FAR
Focused
Growth
Areas
Remaining
City
Future
Growth
Areas
Total Focused
Growth
Areas
Remaining
City
Future
Growth
Areas
Total Focused
Growth
Areas
Remaining
City
Future
Growth
Areas
Total Focused
Growth
Areas
Remaining
City
Future
Growth
Areas
Total
Open Space Land Use Designations
agr Agriculture 0.1 0 22 0 22 0 0 0 0 0 0 0 0 0 0 0 0 opn Open Space 0.05 2 106 503 611 0 0 0 0 0 0 0 0 0 0 0 0 pks Parks 0.2 0.05 2 1,077962 193 1,272157 0 0 0 0 5 2,3462,096 420 2,7712,521 0 0 0 0 Residential Land Use Designations
rld Residential Low Density 8 6.5 9 2,942 1,042 3,992 57 19,121 6,771 25,950 0 0 0 0 211 70,174 24,850 95,235 rmd Residential Medium Density 15 11.75 43 856 515 1,414 507 10,060 6,052 16,619 0 0 0 0 1,859 36,922 22,210 60,991 rhd Residential High Density 24 16.75 9 658 160 827 153 11,013 2,680 13,846 0 0 0 0 560 40,419 9,837 50,816 Commercial/Office Land Use Designation
ret Retail
Citywide 10 0.4 0.5 0.25 56 477592 16 549664 28 119 8 155 609 5,196 6,006 178 5,9846,793 103 438 30 570 Central City
Outside Existing Sphere of Influence
18 3

0.4 1.5 1.5

0.25 9 0
0 0
164
9 164
13 0 0 13 586 0 0
1,383
586
1,383
49 0 0 49
off Office
Citywide 10 0.4 0.5 0.25 41 83 3 126 20 21 1 42 442 898 30 1,371 74 76 5 155 Central City 22 3 1.5 1.5 42 0 0 42 63 0 0 63 2,724 0 0 2,724 230 0 0 230 East Romie Lane Corridor 10 1 0.5 0.5 0 47 0 47 0 24 0 24 0 1,030 0 1,030 0 87 0 87 Light Industrial/Industrial Land Use Designations
bus Business Park 0.4 0.35 0 230 0132 230362 0 0 0 0 0 3,303 11,571 3,5035,073 0 0 0 0 gco Gen. Comm/Lt. Ind. 0.4 0.3 73 540 46 659 0 0 0 0 950 7,057 599 8,607 0 0 0 0 gin General Industrial 0.5 0.3 0 641 670817 1,311 0 0 0 0 0 8,376 8,670 10,173
17,136
18,639
0 0 0 0
Public/Semipublic Land Use Designations
psp Public/Semipublic 0.4 0.25 58 925 247 1,241 0 0 0 0 636 10,078 2,799 13,513 0 0 0 0 Salinas Municipal Airport 0.2 0.05 0 620 0 620 0 0 0 0 0 1,351 0 1,351 0 0 0 0 Other Land Use Designations
mix Mixed Use
Citywide 10 1 3 0.5 111 0 120 231 332 0 360 692 2,413 0 2,613 5,026 1,220 0 1,321 2,541 Central City varies varies 5.5 3 62 0 0 62 339 0 0 339 8,056 0 0 8,056 1,244 0 0 1,244 art Arterial Frontage det
plan

0.3 5 0.25 39 24 0 62 194 118 0 312 422 258 0 679 711 434 0 1,145 TOTAL 888 9,248 3,525
3,968
13,328
13,771
1,706 40,377 15,873 58,055 16,844 40,092
40,752
15,401
19,857
72,337
77,343
6,261 148,549 58,253 213,063
1 household = 1 dwelling unit; 3.67 persons per household; FAR = floor area ratio.

EMC PLANNING GROUP INC . 23
Table LU-ED-1 Additional Economic Development Element Development Capacity Target Area Land Use Land Demand
(gross acres)
Land Demand
(net acres)
Building Capacity
(square feet)
B Industrial 147 115 1,502,820
Subtotal 147 115 1,502,820
B Retail 10 8 87,120
F Retail 10 8 87,120
K Retail 30 23 250,470
L1/L1 Retail 74 57 620,730
N Retail 40 31 337,590
V Retail 115 74 810,448
Subtotal 279 201 2,193,478
K Business Park 132 103 1,570,338
Subtotal 132 103 1,570,338
Total 558 419 5,255,959

The Land Demand (Net Acres) column reflects the gross acreage minus acreage required for infrastructure, roadways, etc.
24 EMC PLANNING GROUP INC .

A P P E N D I X B : 2 0 1 7 M a r k T h o m a s C C T V S a n i t a r y S e w e r A na l y s i s

CCTV SANITARY SEWER ANALYSIS
Prepared For:

City of Salinas

Submitted by: Mark Thomas

Date: December 7, 2017

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1 Contents
I. Introduction 3
II. Site and Project Description 3
III. Assessment Standards for Gravity Sewer System 4

1. Pipeline Assessment and Certification Program (PACP) 4

2. PACP Condition Grading System 4

3. PACP Pipe Inspections 5

4. Manhole Assessment and Certification Program (MACP) 6

5. PACP Results 6
a. SSMH 1 to SSMH 2 6
b. SSMH 3 to SSMH 4 7
c. SSMH 6 to SSMH 7 7
d. SSMH 7 to SSMH 8 7
e. SSMH 9 to SSMH 10 8
f. SSMH 11 to SSMH 12 8
g. SSMH 13 to SSMH 14 8
h. SSMH 15 to SSMH 16 8
i. SSMH 17 to SSMH 18 9
j. SSMH 19 to SSMH 20 9
k. SSMH 23 to SSMH 24 9

6. MACP Results 9
a. SSMH 1 10
b. SSMH 2 10
c. SSMH 3 10
d. SSMH 4 & 5 10
e. SSMH 6 10
f. SSMH 7 11
g. SSMH 8 11
h. SSMH 9 11
i. SSMH 10 11
j. SSMH 11 12
k. SSMH 12 12
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2 l. SSMH 13 12
m. SSMH 14 12
n. SSMH 15 12
o. SSMH 16 13
p. SSMH 17 13
q. SSMH 18 13
r. SSMH 19 13
s. SSMH 20 14
t. SSMH 21 14
u. SSMH 22 14
v. SSMH 23 14
w. SSMH 24 15
x. SSMH 25 15
y. SSMH 26 15
IV. Results and Recommendations 15

1. PACP Results 15

2. PACP Repair Cost Estimate 16

3. MACP Results 17

4. MACP Repair Cost Estimates 18
V. Appendix 21

1. Appendix A: Location Maps 21

2. Appendix B: Cost Estimate 23

3. Appendix C: PACP & MACP Reports 23

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3 Introduction
This report presents the results of our Closed-Circuit Television (CCTV) inspections performed to address the conditions of sanitary sewer mains and manholes in various locations throughout the City of Salinas.

The CCTV inspections were conducted on large diameter sewer mains ranging from 12” to 30” diameter pipes and were completed using Pipeline Assessment Certification Program (PACP) standards.

The City of Salinas retained Mark Thomas to inspect and analyze the condition of approximately 5,300 linear feet of sanitary sewer mains and 23 manhole structures.

The purpose of this report is to discuss existing sanitary sewer conditions. In addition, this report provides a detailed analysis of the pipeline conditions as well as an estimated cost for the recommended repairs.

Site and Project Description
The City of Salinas owns, maintains, and operates approximately 290 miles of sanitary sewer pipes ranging from 6 to 72 inches in diameter, 11 pump stations, and 7 flow split structures. The City’s sewer waste ultimately flows to the Monterey Regional Water Pollution Control Agency’s (MRWPCA ’s) treatment plant.

In 2011, the City of Salinas retained CDM Smith consultants to develop a city-wide master plan for the city’s sanitary sewer system. Within this master plan, areas of concern were addressed due to capacity limitations based on the projected growth of the City and surrounding areas. The master plan analyzed and located various manholes and mains that exhibited high surcharge levels. In an effort to follow up on the recommendations from the master plan, the City retained Mark Thomas to inspect mains and manholes that are of concern to the City. The manholes and mains that Mark Thomas was asked to inspect are located throughout the City of Salinas. The following segments were chosen for inspection by the City:

• 30” sanitary sewer upstream of Lake Street Pump station. Mains and manholes are located at the intersection of Sherwood Drive & East Rossi Street and Calle Cebu • 24” & 30” mains in agricultural easements near Kern Street and North Madeira Avenue • 30” main crossing East Laurel Drive south of Monterey County Parks Department offices • 21” main in easement just west of Monterey County Parks Department offices • Various manholes on Katherine Avenue and East Romie Lane

Mark Thomas inspectors and CCTV operators were unable to complete the project per the original scope due to discrepancies between the maps provided by the City and actu al on site conditions. For example, several of the manholes in agricultural easements had been buried 6-feet deep to allow for the mixing of the top 4-feet of soil after harvest seasons. In other instances, the manholes had been paved over from asphalt overlays, or the operators encountered unmarked manholes in the middle of segments they were asked to investigate. Due to these issues that were encountered while performing inspections, Mark Thomas operators met with staff from the City to obtain new direction in scope. Appendix A shows maps with assigned manhole names and their locations.

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4 Assessment Standards for Gravity Sewer System

1. Pipeline Assessment and Certification Program (PACP) The National Association of Sewer Service Companies (NASSCO), along with the assistance of the Water Research Centre (WRC), has developed a national certification program to establish a viable solution to standardize the identification, categorization, evaluation, and prioritization of sanitary sewer or storm sewer infrastructure through CCTV investigations. This standardized certification program was used to ensure consistent record-keeping when compiling CCTV reports into a common database that can then be used for operation and maintenance (O&M) activities as well as pipe rehabilitation and replacement.

A NASCCO PACP standard was used to conduct CCTV investigations and document findings. The PACP defect descriptions are organized into the following general categories:

• Structural Defect Coding: This group includes the type of defects where the pipe is considered to be damaged ranging from a minor case defect to a more severe case, depicted as pipe failure. The Structural Defect Coding group includes defects described as: cracks, fractures, broken pipe, holes, deformities, collapsed pipes, joint defects, surface damage defects, weld failures, point repair codes, brickwork defects, and lining failures.

• Operation and Maintenance (O&M) Coding: This group includes the various codes that involve the spectrum of defects that may impede the operation and maintenance of the sewer piping system. The Operation and Maintenance Coding group includes defects comprised of roots, infiltration, deposits and encrustations, obstacles/obstructions, and vermin.

• Construction Features Coding: This group includes the various codes associated with the typical construction of the sewer piping system. The Construction Features Coding group includes taps, intruding seal material, pipe alignment codes, and access points.

• Miscellaneous Features Coding: This group includes observation codes such as water levels (detection of sags), pipe material changes, and dye testing notes.

2. PACP Condition Grading System
The tables below describe the grading system for structural and O&M defects, and general guidelines regarding deterioration rates. Each defect can be scored with a grade ranging from 1 to 5, where a grade 5 has the greatest potential for pipe failure.

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5 Table 1 – Structural and O&M Defects Grading Table
Grade Grade Description Grade Definition
5 Immediate Attention Defects requiring immediate attention 4 Poor Severe defects that will become Grade 5 defects within the foreseeable future
3 Fair Moderate defects that will continue to deteriorate 2 Good Defects that have not begun to deteriorate
1 Excellent Minor defects

Table 2 – General Guidelines Regarding Deterioration Rates Grade Grade Definition
5 Pipe has failed or will likely fail within the next 5 years 4 Pipe will probably fail in 5 to 10 years
3 Pipe may fail in 10 to 20 years
2 Pipe unlikely to fail for at least 20 years
1 Failure unlikely in the foreseeable future

3. PACP Pipe Inspections
Close Circuit Television (CCTV) video inspection s were performed to assess the condition of the sanitary sewer mains to confirm the location and magnitude of structural defects, points of inflow and infiltration, lateral locations, undocumented/illegal connections, existing pipe lining, and blockages within the system.

CCTV inspections were conducted in accordance with NASSCO PACP standards. Personnel performing CCTV inspections were PACP -certified and completed all inspections using standard PACP codes for all defects and observations during the inspec tion. The CCTV data was recorded using GraniteXP, PACP-compliant software. CCTV inspections were recorded in color using a pan and-tilt, radial-viewing, inspection to allow videos and images to be sufficiently clear to easily observe the sewer line defects and features.

The gravity sewer mains and manholes were cleaned prior to conducting CCTV inspections .

Cleaning consisted of hydraulic jet cleaning to facilitate the internal CCTV inspection.

The inspections were conducted from the upstream manhole towards the downstream manhole in the direction of flow to minimize splashing onto the camera and for smoother movement of the CCTV equipment. During the CCTV inspection, the CCTV camera was temporarily stopped at each observed defect or feature in order to obtain a clear still picture and video image.

The camera inspections were performed between September 12 and September 25 , 2017. It is necessary for the inspections to be performed during lower flow conditions to allow the camera CCTV Sanitary Sewer Analysis
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6 lenses to sit above the flow line within the pipe. Roto Rooter Plumbers, Mark Thomas contractor from San Jose, California, was on site and vacuumed out water to allow our camera lenses to have a clear view and to be able to capture the defects of the pipe whenever the flow of the water was too high. If the water had not been vacuumed out by our contractor’s vacuum truck, the flow would have been at approximately 75% of the total pipe capacity, and we would not have been able to view and capture the defects.

4. Manhole Assessment and Certification Program (MACP)
Sanitary sewer manhole inspections are an important component of the gravity sewer system assessment due to the susceptibility of manholes to structural defects and/or Inflow/Infiltration which may contribute to SSOs. Manhole inspection not only provide valuable information on the physical condition of the manholes, but also an opportunity to observe pipe diamete rs, inverts, and surcharging within mainline gravity sewers. Prior to conducting inspections of manhole components, a non-entry (topside) manhole inspection was conducted to determine the overall condition of the manhole as viewed from the ground surface. The surrounding area was observed and noted if manholes located in areas that are conducive to flooding or ponding that allows water to enter the sanitary sewer system. Alongside PACP assessments, NASSCO has also developed a program for rating and assessing defects within manholes. This system is called the Manhole Assessment and Certification Program, or MACP. There are two inspection protocols, or procedures, when conducting MACP inspections.

Level 1 MACP inspections provide basic condition assessment information of the manhole.

Level 2 MACP inspections provide full documentation of defects and conditions of the manhole, similar to a PACP inspection. Since Level 2 MACP inspections are similar to a PACP inspection, they use the established coding system required while performing PACP inspections.

For this project , Mark Thomas inspector used Level 2 MACP inspectio n procedure and form to document the defects and condition for all 23 manholes. See the PACP section above for information regarding O&M and structural coding , and attached photographs of the above ground location of each manhole in Appendix for result assessment and recommendation.

5. PACP Results
As stated in Section 3, pipe segments that were inspected differ from pipe segments that were in the original scope. Manholes for the project were not assigned with ID or any names by the City.

Our operators had to coordinate with City’s staff to come up with naming convention for each manhole that was assessed.

Below we will discuss the findings for each of these pipe segments. a. SSMH 1 to SSMH 2
Segment SSMH 1 to SSMH 2 is located on North Madeira Avenue just to the north of the Cesar Chavez Community Park. The segment is 24” diameter VCP pipe and is approximately 321- feet in length. This segment was part of the original project scope.

There are seven (7) structural defects and ten (10) O&M defects in th is section of pipe. A defect rated 4 is the highest defect out of the seven structural defects. This defect was a water CCTV Sanitary Sewer Analysis
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7 level sag (MWLS) that caused a water depth to pipe diameter ratio (d/D) of 60%. Several of the other defects were additional d/D sags ranging between 25 % and 45%. All of the O&M defects were small encrustations that were found on the walls of the pipe. b. SSMH 3 to SSMH 4
Segment SSMH 3 to SSMH 4 is located on the north end of Kern Street. SSMH 3 is located on Kern Street, while SSMH 4 is pa ved over and is located in the Holiday Inn Express & Suites hotel parking lot. This segment is approximately 126 -feet of 24” diameter VCP pipe. The original scope consisted of inspecting this segment along with a parallel 30” main, but the manholes for the 30” line are buried 6 feet deep in an agricultural easement just north of the Sherwood Lake mobile home park.

Our investigation found one (1) structural defect and one (1) continuous O&M defect. The structural defect is located right at SSMH 3 and is a broken pipe, which is rated as a 5. Similar to segment SSMH 1 to SSMH 2, the O&M defect was encrustation attached to the walls of the pipe.
c. SSMH 6 to SSMH 7
Segment SSMH 6 to SSMH 7 is located in a bike trail just to the west of the Monterey County Parks Department on East Laurel Drive. It is approximately 264-feet of 21” diameter VCP pipe.

The original scope of work asked Mark Thomas to inspect segment SSMH 7 to SSMH 8. SSMH 7 is paved over or buried, so the City instructed Mark Thomas to survey from SSMH 6 which is located further upstream. Since SSMH 7 is buried, Mark Thomas operators inspected from SSMH 6 to SSMH 7, and then continued onto SSMH 8 to complete the segment from the original scope.

Our CCTV finding of this pipe segment consisted of three (3) structural defects and six (6) O&M defects. The most severe structural defect was a water level sag of 35% which was rated a 3. Overall this segment was in great condition. There was one O&M defect that should be addressed, and that is a root ball that was found at the farthest downstream portion of the main, at SSMH 7. With an increase in routine maintenance, this root ball can be easily addressed.
d. SSMH 7 to SSMH 8
Segment SSMH 7 to SSMH 8 is located in a bike trail just to the west of the Monterey County Parks Department on East Laurel Drive. It is approximately 553-feet of 21” diameter VCP pipe.

Entrance to SSMH 7 can only be accessed via the upstream segment by entering into SSMH 6 due to the lid to SSMH 7 being buried or paved over. As stated above, this segment is part of the original scope.

The inspection found nine (9) structural defects, which were all rated 2, and six (6) O&M defects, which were also all rated 2. Similar to segmen t SSMH 6 to SSMH 7, this segment is also in great condition.

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8 e. SSMH 9 to SSMH 10
Segment SSMH 9 to SSMH 10 is located in an easement between Sun Street and Highway 101.

This segment is a 30” diameter VCP pipe and is approximately 377 -feet long. This segment was not in the original scope and was included as an alternate segment for inspection.

The inspection found only one (1) structural defect and one (1) O&M defect. The structural defects were multiple cracks which are rated 3. The one O&M defect present in the main was due to grease deposited along the walls of the pipe .This defect spanned the entire length of the pipe.
f. SSMH 11 to SSMH 12
Segment SSMH 11 to SSMH 12 is located in an easement between Sun Street and Highway 101. This segment is a 24” diameter VCP pipe and is approximately 385 -feet long. Similar to the segment above, this segment was not in the original scope and was included as an alternate segment for inspection.

The inspection found two (2 ) structural defect s and ten (10) O&M defect s. Both structural defects were due to water level sags at 25%, which are rated 2. The O&M defects of most concern were two water mark levels of 90%. This water marks indicated that the water levels in the pipe at peak hour sometimes get up to 90%. Grease deposits were also found throughout the segment. Other than water mark and grease deposits , this segment of the pipe is in fair condition at the present time.
g. SSMH 13 to SSMH 14
Segment SSMH 13 to SSMH 14 is located alongside Natividad Creek to the south of the intersection of Freedom Parkway and Constitution Boulevard. It is a 24” diameter VCP pipe and is approximately 425-feet long. The original scope consisted of the next segment downstream from SSMH 13 to SSMH 14. Mark Thomas and the City were unable to locate the downstream manhole from SSMH 14, so the City allowed SSMH 13 to SSMH 14 to be used as an alternate segment to prevent difficulties removing the transponder in case it became stuck.

The inspection found one (1) structural defect and four (4) O&M defects. The only structural defect was due to a water level sag of 25%, which are rated as a 2. The O&M defects are not critical. There are grease deposits all throughout the pipe segment. Other than these cases, the pipe is in great condition.
h. SSMH 15 to SSMH 16
Segment SSMH 15 to SSMH 16 is located on a bike trail just to the south of the Monterey County Parks Department that is located on East Laurel Drive. It is a 27” VCP diameter pipe and is approximately 318-feet long.

There were no structural defects within this main and four (4) O&M defects. The O&M defects consisted of water level marks at 75%, encrustation, and grease deposits.

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9 i. SSMH 17 to SSMH 18
Segment SSMH 17 to SSMH 18 is located in the parking lot between the buildings at 597 and 607 Brunken Avenue. The original scope consisted of surveying segments that are located farther downstream from this location on Malarin Street. The manholes were located but the channels of the manholes did not allow access into the pipe with the CCTV transporter. The pipes protruded far into the manholes and only had a gap of about 1 foot from pipe to pipe, instead of the 4 feet in a normal manhole channel. Due to the tightness in the channel, the City allowed us to inspect segment SSMH 17 to SSMH 18 as an alternate. This alternate segment is an 18” diameter polyethylene pipe that is approximately 350 feet long.

This segment has three (3) structural defects, all of which are 35%, 45% and 55% water level sag, one of which is rated a 4. There were five (5) O&M defects within this segment. The most severe was the level of the flow within the pipe. At one point, the camera became submerged.

Our contractor had to pump out the water as we inspected to accurately inspect the main. j. SSMH 19 to SSMH 20
Segment SSMH 19 to SSMH 20 is located on East Romie Lane between Los Palos Drive and Wilgart Way in front of the Salinas Valley Memorial Hospital. The original scope was to inspect from SSMH 19 downstream to a manhole just east of Alameda Avenue that the City thought was the next downstream m anhole. While performing the CCTV inspection, our operator found an unmarked manhole, which we are now naming SSMH 20. We attempted to inspect that newly found “segment” but were unable to open the lid to SSMH 20 due to the lid being welded shut by the City due to the deterioration of the frame. This alternate segment, SSSMH 19 to SSMH 20, is an 18” diameter polyethylene pipe that is approximately 435-feet long.

There is only one (1) structural defect and three (3) O&M defects within this segment. The defect of most concern is a water level mark that shows that the pipe segment reaches 85% flow.
k. SSMH 23 to SSMH 24
Segment SSMH 23 to SSMH 24 is located on East Market Street between Sun Street and Peach Drive. It is a 12” diameter VCP main and is approximately 359-feet long. It was included as part of the original scope.

This segment had three (3) structural defects, which were all rated 3. Another thing to note is that this segment had eight laterals that had full or partial grease blockages. This segment also had five (5) O&M defects that all had to do with the high water level marks on the pipe.

The highest water level mark was shown at 60% and is rated a 4.

6. MACP Results
As part of the sewer conditional assessments, Mark Thomas performed 23 MACP inspections on manholes throughout the City of Salinas . Some of the manholes that were inspected were manholes that were also part of the PACP inspections. Similar to the PACP results, some manholes that were part of the original scope were not accessible, which re sulted in the City assigning CCTV Sanitary Sewer Analysis
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10 different manholes for Mark Thomas to inspect.

Below we will discuss the findings for each of these manholes. a. SSMH 1
SSMH 1 is located on North Madeira Ave just to the north of the Cesar Chavez Community Park. It is directly in front of the home at 259 North Madeira Avenue. The manhole is approximately 9-feet deep from rim to invert.

This manhole showed minor structural defects on the chimney, cone, and walls. The highest rated structural defect was visible aggregate on the chimney near the frame and cover of the manhole. The only defect of concern is the corroded and cracked frame & cover. Overall the interior structure of this manhole is in good condition. b. SSMH 2
SSMH 2 is located on North Madeira Ave just to the north of the Cesar Chavez Community Park. It is the next downstream manhole from Manhole 1. It is located on the shoulder in the dirt area of North Madeira Ave, near the reclamation ditch. The manhole is approximately 14- feet deep from rim to invert.

This manhole showed minor structural defects on the chimney, cone, and walls. The highest rated structural defect was visible aggregate on the chimney , cone, and walls which is rated as a defect 3. Similar to SSMH 1, SSMH 2 had issues with the frame. The frame was broken, but the cover and the seal between the frame and cover appeared to be sound. Overall this manhole is in fair condition.
c. SSMH 3
SSMH 3 is located on the northern end of Kern Street near the Holiday Inn Express & Suites.

The manhole is approximately 14-feet deep from rim to invert.

This manhole has no structural or operational defects. It is in good condition. d. SSMH 4 & 5
SSMH 4 & SSMH 5 were included in the original scope and were inaccessible due to the covers being paved over with asphalt. SSMH 4 is located under the Holiday Inn Express & Suites parking lot, and SSMH 5 is under the asphalt at the intersection of Longbow Drive & Greenleaf Way within the Sherwood Lake Mobile Home Park.

Due to the operator’s inability to access the manhole, a c ondition assessment was not performed.
e. SSMH 6
SSMH 6 is located on a bike trail to the northwest of the Monterey County Parks Department CCTV Sanitary Sewer Analysis
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11 on East Laurel Drive. It is approximately 22-feet deep from rim to invert.

The concrete collar around the frame and cover is broken all around the manhole lid. The only structural defect within the manhole is a Hole, Soil Visible, which is rated as a 5. This defect is located where the manhole frame meets the concrete of the manhole. Other than the issues with the frame and cover, the manhole interior is in fair condition. f. SSMH 7
SSMH 7 is located on a bike trail to the northwest of the Monterey County Parks Department on East Laurel Drive. It is the next downstream manhole from SSMH 6.

Our operators and the City could not locate the manhole due to it possibly being buried next to the bike trail or paved over under the trail. Due to the operator’s inability to access the manhole, a condition assessment was not completed.
g. SSMH 8
SSMH 8 is located on a bike trail to the northwest of the Monterey County Parks Department on East Laurel Drive. It is the next downstream manhole from SSMH 7. SSMH 8 is approximately 14-feet deep from rim to invert.

Half of the concrete collar on the outside of the manhole frame and cover is broken. There is another break on the inner wall of the chimney where the grade rings are located. The frame and cover are cracked and corroded. Other than the issues near the frame and cover, the manhole interior walls and bench are in great condition. h. SSMH 9
SSMH 9 is located on the eastern corner of the Expo Grounds on Sun Street. The manhole’s rim to invert elevation is approximately 18-feet deep.

Both the frame and cover for SSMH 9 are heavily corroded and loose -fitting. The other structural defect present inside the manhole is the visible aggregate in the concrete of the manhole walls. This is only given a rating of 3. Other than the visible aggregate, the manhole is in good structural condition.
i. SSMH 10
SSMH 10 is located just to the south of the baseball diamond in t he Expo Grounds on Sun Street. The manhole’s rim to invert depth is approximately 20-feet deep.

The frame for SSMH 10 is heavily corroded and bubbling. Other than the issues with the frame, the manhole is structurally sound. On the other hand, there is evidence of surcharging and heavy grease inside the manhole. The walls show evidence of surcharging up 16 feet from the invert. Also, there are heavy debris deposits on the bench due to possible surcharging.

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12 j. SSMH 11
SSMH 11 is located on the eastern corner of the Expo Grounds on Sun Street. It is just south of SSMH 9. The manhole’s rim to invert elevation is approximately 16-feet deep.

The frame and chimney area for SSMH 10 are both heavily corroded. Other than the iss ues with the chimney area, the manhole is structurally sound. k. SSMH 12
SSMH 12 is located just to the south of the baseball diamond on the Expo Grounds on Sun Street. It is slightly to the south of SSMH 10. The manhole’s rim to invert elevation is approximately 18-feet deep.

The frame and chimney area for SSMH 12 are both heavily corroded. Other than the issues with the chimney area, the manhole is structurally sound. There are apparent O&M defects within the manhole. There is evidence of grease and surcharging inside the manhole. The walls show surcharging marks and there are also deposits on the bench. l. SSMH 13
SSMH 13 is located in the sidewalk on the south corner of the intersection between Constitution Boulevard and Freedom Parkway. The manhole’s rim to inve rt elevation is approximately 25-feet deep.

The frame for SSMH 13 is heavily corroded and there is a break in the wall of the grade rings.

Other issues present are roots at the joints where the pipes connect to the invert of the manhole.
m. SSMH 14
SSMH 14 is located in the landscaped area between Constitution Boulevard and Natividad Creek Park. It is near the intersection of Constitution Boulevard and Cape Cod Way. The manhole’s rim to inve rt elevation is approximately 12 -feet deep. The manhole’s concrete collar has eroded away and has left the lid and frame exposed. The manhole is on a sloped surface which results in part of the manhole frame and cover being raised off the grade.

Unlike the other manholes that have been inspected, the frame and cover for this manhole is in good condition. The issues within the manhole are within the chimney where the grade rings are located. There is a crack on one of the grade ring joints and there is a hole visible to the outside. Not only is there a crack at this joint, the other joints do not have any proper grouting and are not sealed correctly. This hole is located on the side where the manhole chimney is exposed due to the concrete collar deteriorating away. There is exposed steel reinforcement bars at the location of the crack.
n. SSMH 15
SSMH 15 is located in an unpaved area adjacent to a bike trail that is located south of the CCTV Sanitary Sewer Analysis
On-Call Services
City of Salinas
13 Monterey County Parks Department offices on East Laurel Drive. The manhol e is rather shallow and is approximately 5.5-feet deep from rim to invert.

The frame for the manhole is heavily corroded. The top surface of the concrete has corroded away inside the manhole which results in the aggregate being exposed. This is rated as a defect level 3.
o. SSMH 16
SSMH 16 is located in an unpaved area adjace nt to a bike trail that is located south of the Monterey County Parks Department offices on East Laurel Drive. SSMH 16 is downstream to SSMH 15. The manhole is approximately 9-feet deep from rim to invert.

The frame for the manhole is heavily corroded. The top surface of the concrete has corroded away inside the manhole which results in the aggregate being exposed. This is rated as a defect level 3. Exposed aggregate is also present on the bench and channel. p. SSMH 17
SSMH 17 is located in the parking lot between the buildings at 597 and 607 Brunken Avenue.

The manhole elevation is 9.5-feet from rim to invert.

Aggregate is exposed from the rim all the way down into the bench and channel. There is also exposed rebar in the upper wall of the channel at the downstream invert. The rebar is not protruding into the channel, but the concrete has eroded away and has made the rebar visible. The level of exposed aggregate and rebar is coded as a rating of 4. q. SSMH 18
SSMH 18 is located in the parking lot between the buildings at 597 and 607 Brunken Avenue.

Manhole 18 is the next downstream manhole from SSMH 17. The manhole elevation is 10.5- feet from rim to invert.

The walls of this manhole have areas where the aggregate in the concrete is not only exposed but also missing, which is rated as a defect 4. Also, it appears that the manhole had been lined at one point, but the lining has detached in several locations throughout the manhole.

Another issue with the manhole is that the channel is not completely opened. At one point, a pipe was inserted into the manhole and the pipe was left within the channel and was not cut correctly to fit up against the inner wall of the manhole. r. SSMH 19
SSMH 19 is located on East Romie Lane in front of Salinas Valley Memorial Hospital. The manhole is approximately 13.5 feet deep.

This manhole has exposed aggregate within the concrete of the rings and has a corroding frame. Due the condition of the frame, the cover has to be welded onto the frame by the City in order for the cover to sit flush within the frame. The manhole had been rehabilitated in the CCTV Sanitary Sewer Analysis
On-Call Services
City of Salinas
14 past with a fiberglass liner that is now peeling off of the walls. Also, the concrete bench has large chunks of concrete missing, which is rated as a defect 4. s. SSMH 20
SSMH 20 is located on the intersection of East Romie Lane and Alameda Avenue. The manhole is approximately 11-feet deep. This manhole is two manholes downstream from SSMH 19.

Similar to SSMH 19, SSMH 20 has a broken frame which requires the cover to be welded onto it to prevent rocking and knocking. Each time the City wants to access the manhole, they need to break the welds and reweld it when placing the cover back on. The interior of the manhole is in great condition.
t. SSMH 21
SSMH 21 is located on East Romie Lane in front of 106 East Romie Lane. The manhole is approximately 7-feet deep.

Similar to SSMH 19 & SSMH 20, SSMH 21 has a broken frame which requires the cover to be welded onto it to prevent rocking and knocking. The surface of the frame where the cover sits is extremely rusted and corroded. Each time the City wants to access the manhole, they need to break the welds and re-weld it when placing the cover back onto the frame. The chimney area of the manhole has exposed aggregate in the concrete. It appears that this manhole has been lined with fiberglass. The areas that are lined are in great condition but the exposed concrete has been badly damaged. This is evident in the chimney as well as on the bench. The bench has missing concrete and should b e rechanneled. There is also a piece of pipe that is protruding far into the manhole channel and should be cut back. u. SSMH 22
SSMH 22 is located on Katherine Avenue at the intersection of Katherine Avenue and Pajaro Street in front of 110 Katherine Avenue. It is the next downstream manhole from SSMH 21.

The manhole is approximately 6.5-feet deep.

Similar to SSMH 19, 20, & 21, SSMH 22 has a broken frame that requires the cover to be welded onto it to prevent rocking and knocking. The surface of the frame where the cover sits is extremely rusted and corroded. Each time the City wants to access the manhole, they need to break the welds and reweld it when placing the cover back onto the frame. The concrete within this manhole is completely deteriorating and the walls of the chimney have missing chunks of concrete. The walls are lined with fiberglass but the exposed concrete is breaking away in the chimney and the bench.
v. SSMH 23
SSMH 23 is located at the intersection of Sun Street and East Market Street. The manhole is approximately 12.5-feet deep. This manhole is constructed of brick instead of concrete, which makes it dissimilar from the manholes that have been described above.

CCTV Sanitary Sewer Analysis
On-Call Services
City of Salinas
15 The frame of the manhole is heavily corroded. Some of the joints between the bricks are missing mortar from the chimney all the way to the bench. Other than this defect, the manhole is in great condition.
w. SSMH 24
SSMH 24 is located at the intersection of Peach Drive and East Market Street. The manhole is approximately 13.5-feet deep. SSMH 24 is also constructed out of brick instead of concrete.

This manhole is the next downstream manhole from SSMH 23.

The frame of the manhole is heavily co rroded. Some of the joints between the bricks are missing mortar from the chimney all the way to the bench. Other than this defect, the manhole is in great condition.
x. SSMH 25
SSMH 25 is located on Malarin Street in front of the driveway to 590 Brunken Avenue at the intersection of Brunken Avenue and Malarin Street. The manhole is approximately 11.5-feet deep.

The manhole has been lined with a fiberglass material. The liner seems to have not been installed correctly on the manhole cone and it appears to be detaching from the manhole walls on the cone.
y. SSMH 26
SSMH 26 is located on Sierra Street on the grass of Maple Park. The manhole is approximately 13-feet deep.

The manhole has been lined with a fiberglass material. Grease deposits high up on the manhole wall show evidence of surcharging within this manhole. There is also missing aggregate in the concrete of the channel.

Results and Recommendations
The goal of sewer system condition assessments is to create a plan of action for long term as well as on - going rehabilitation and maintenance. This plan of action is later developed into a Capital Improvement Program (CIP) that sets the structure for future rehabilitation projects. The following is a brief summary of the key findings.

1. PACP Results
Overall the mains that were inspected were in great condition. Most of the structural defects that were observed were rated as 2 or 3 per PACP ratings. These are of minor to moderate concern and shall be repaired within 10 years. Operational & Maintenance related defects were more common than structural defects in these mains.

CCTV Sanitary Sewer Analysis
On-Call Services
City of Salinas
16 The most common issue with the pipes was that several had evidence of grease deposits as well as high water marks. Since grease floats above water, there was evidence of grease deposits high up on the walls of the mains. These issues can be addressed by implementing a more rigorous Fats, Oils, & Grease (FOG) program throughout the City. A FOG program can be beneficial in educating the public about what can and cannot go down their dr ains. Not only was grease a problem in these mains, but the operators also discovered some lateral tie -ins that were completely blocked by grease. These blockages cannot be cleared during a mainline flushing and require a flushing of the laterals themselve s. If the grease continues to build up in the laterals, they can lead to blockages which can lead to sewer overflows. The segment that had the most issues with lateral blockages was SSMH 23 to SSMH 24 . Other segments with FOG issues were SSMH 9 to 10, SSMH 13 to 14, & SSMH 15 to 16. Implementing a new FOG program would aid in reducing the amount of grease entering the sewer system which will lead to a reduction in maintenance costs. Until the FOG program is impleme nted and is deemed effective, routine lateral cleaning can be conducted by the City to remove roots and grease from the laterals throughout the City. There were only two segments where our operator encountered high flow levels. These segments are SSMH 17 to SSMH 18 and SSMH 19 to SSMH 20. This segment had flow levels of up to 90% while our inspectors were conducting the inspections. The flow was so high that in order to complete the inspection, a contractor had to vacuum out the water near the CCTV transponder to prevent the camera lens from being s ubmerged. We recommend performing a flow study in this area to see the required size for the pipes in this basin. Additional segments had water level marks up to 90%. These marks were most likely left behind from rainfall events where the flow within the system peaked by three or four times.

Fortunately most of the mains are in great structural condition. There are only two pipeline repairs that are of concern . One defect was a broken pipe on segment SSMH 3 to SSMH 4. The break occurs just downstream of S SMH 3 and is at the connection of pipe to SSMH 3. This repair will require installing approximately 8-feet of new pipe and reconnecting to SSMH 3. The other repair of importance is due to infiltration at a joint in segment SSMH 11 to SSMH 12. The defect is occurring at a joint 45 -feet downstream of SSMH 11 and there is evidence of water infiltrating into the system at this location. The inspection showed water infiltrating into the pipe even though there had not been any rain events for months. Since this segment is located near a soccer field, perhaps the source is from water that is used to irrigate the lawn for the field. This defect will be an access point for even more water during rain seasons, which will increase the flow during these times.

2. PACP Repair Cost Estimate
Below is a table showing the costs for performing the two suggested repairs. See Appendix B for cost breakdown. Cost estimate includes labor and installation.

Table 3 – Recommended Repair Cost Estimate
Manhole
Location
Pipe
Total Amount
Upstream Downstream
Length
(LF)
Diameter
(in)
Type
3 4 Kern Street 8 24 PVC SDR26 $14,600
CCTV Sanitary Sewer Analysis
On-Call Services
City of Salinas
17 Table 3 – Recommended Repair Cost Estimate
Manhole
Location
Pipe
Total Amount
Upstream Downstream
Length
(LF)
Diameter
(in)
Type
11 12 Sun Way 8 24 PVC SDR26 $13,800

3. MACP Results
The MACP inspections found many minor defects throughout the manholes. The most common issue was the corrosion and deterioration of the frame s and covers. Other issues were the deterioration of the channel and walls . In one severe case, we recommend that one entire manhole be replaced. In other cases, Mark Thomas, along with the City maintenance workers, were unable to find manholes that were part of the original scope. The manholes were found via the PACP inspections, but the entry points were not found because they were overlaid with asphalt or buried in agricultural fields. Since the areas of concern all overlap with the manholes, please see Table 4 below for the recommended repairs for each of the manholes from the project.

A lot of the frames and chimney areas of the manholes have heavy corrosion and rust that should be replaced within the next two to three years. In some severe cases, the frame is so corroded that the City maintenance workers weld the lids onto the frame so the cover will sit flush against the frame. This means th at every time the manhole needs to be accessed for inspection or maintenance, a crew needs to cut the welds and then re -weld the lid onto the frame. In other instances, it took Mark Thomas operators and City staff a long time to locate manholes in unpaved areas. Mark Thomas recommends installing markers to facilitate the locating of manholes.

Several manholes showed cases of deterioration, and one was so severe that we recommend completely replacing the existing manhole with a new manhole. The area of concern was the area downstream of Salinas Valley Memorial Hospital. There were 4 manholes inspected in this area and they all had issues with the deterioration of the concrete within the structure. These manholes are SSMH s 19, 20, 21, and 22. Salinas Valley M emorial and a medical office on the corner of East Romie Lane and Pajaro Street discharge into these segments. All four of these manholes were rehabilitated in the past with an epoxy or fiberglass lining. SSMH 22 is the most severe out of the four. All of the concrete is chipping and large chunks break off simply from the removal and replacement of the manhole cover.

Mark Thomas recommends performing a chemical analysis of the waste water discharge from the hospital and the medical offices to see if their waste had high concentration solution which produced heavy gas concentration caused these manholes deterioration so severely . Another possibility could be chemical runoff from the agricultural fields that is damaging the concrete in the system. Since our investigation only covered a small area and a small sample size, we can assume that the cause may be from the medical facilities or from agricultural runoff that is located upstream of these deteriorated manholes.

CCTV Sanitary Sewer Analysis
On-Call Services
City of Salinas
18 4. MACP Repair Cost Estimates
Below is a table showing the costs and the recommended repairs for each of the manholes from these inspe ctions. See Appendix B for cost breakdown. Cost estimate includes labor and installation.

CCTV Sanitary Sewer Analysis
On-Call Services
City of Salinas
19 Table 4 – Manhole Repair & Cost Estimate
Manhole
# Description of Repair & Recommendation Amount ($)
1 New Frame & Cover. Lining interior of manhole $9,800
2 New Frame & Cover. Lining interior of manhole $9,800
3 No Work $0
4 Expose and Raise Manhole to Grade. Manhole is currently buried $4,800 5 Expose and Raise Manhole to Grade. Manhole is currently buried $4,800 6 New Frame & Cover with PCC collar slope away from MH lid to prevent I/I and install marker. $5,800
7 Expose and Raise Manhole to Grade. Manhole is currently buried $4,200 8 New Frame & Cover with PCC collar slope away from MH lid to prevent I/I and install marker $5,800
9 New Frame & Cover with PCC collar and install marker. Lining interior of manhole $9,000
10 New Frame & Cover, replace exist cone with eccentric cone to avoid the conflict with the existing fence $6,500
11 New Frame & Cover with PCC collar slope away from MH lid to prevent I/I and install marker $5,800
12 New Frame & Cover with PCC collar slope away from MH lid to prevent I/I and install marker $5,800
13 New Frame & Cover $4,500
14 New Chimney area (3” grade rings”), PCC collar slope away from MH lid to prevent I/I, and Grouting of bricks, or lining, and install marker $9,000 15 New Frame & Cover with PCC collar slope away from MH lid to prevent I/I and install marker. Lining interior of manhole in 5 years $9,000 16 New Frame & Cover with PCC collar slope away from MH lid to prevent I/I and install marker. Lining interior of manhole in 5 years $9,000 17 Relining manhole in 2 years $7,600
18 Relining manhole, new bench, and re-channelize $8,500 19 Relining manhole, new bench, and re-channelize $8,500 20 New Frame & Cover $5,300.
21 New Frame & Cover. Relining manhole, new bench, and re- channelize, or (New Manhole) $12,500
22 New Manhole $12,000
23 New Frame & Cover. Lining interior of manhole $9,800 24 New Frame & Cover. Lining interior of manhole $9,800 CCTV Sanitary Sewer Analysis
On-Call Services
City of Salinas
20 25 No Work $0
26 PCC collar slope away from Manhole lid to prevent I/I, New bench and re-channelize $5,200
CCTV Sanitary Sewer Analysis
On-Call Services
City of Salinas
21 Appendix

1. Appendix A: Location Maps
Segments colored in yellow were part of the original project scope. Inability to locate or access manholes resulted in change of scope per City’s direction.

Figure 1

Figure 2

CCTV Sanitary Sewer Analysis
On-Call Services
City of Salinas
22 Figure 3

Figure 4

CCTV Sanitary Sewer Analysis
On-Call Services
City of Salinas
23 Figure 5

Figure 6
CCTV Sanitary Sewer Analysis
On-Call Services
City of Salinas
24 2. Appendix B: Cost Estimate
SSMH 3 to SSMH 4
Item Description Quantity Unit Unit Price Total
Amount
24” PVC SDR25 8 LF $975 $7,800
24” Plastic to Clay Coupling 1 EA $2,800 $2800
Reconnect Pipe to MH 1 EA $2,000 $2,000
Temporary Bypass 1 LS $2,000 $2,000
TOTAL $14,600
SSMH 11 to SSMH 12
Item Description Quantity Unit Unit Price Total Amount 24” PVC SDR25 8 LF $775 $6,200
24” Plastic to Clay Coupling 2 EA $2,800 $5,600
Temporary Bypass 1 LS $2,000 $2,000
TOTAL $13,800
Manhole Rehabilitation Cost Estimate

Item Description Total Amount
New Frame & Cover $5,300
Lining Interior of manhole $7,600
Expose and Raise to Grade $4,200
New Bench & Re-channelize $5,200
New Chimney $4,000
New Manhole $12,000

CCTV Sanitary Sewer Analysis
On-Call Services
City of Salinas
25 3. Appendix C:

PACP & MACP Reports

1 to 2 9/12/2017
10:36:31 AM
Salinas CCTV Project Justin Young
1 2
Pipeline segment
ref: Project Name: Start date/time:

Upstream manhole No: Downstream manhole No:

Surveyed by:Weather:

Additional info:

Total length:

Observation Report with Still Images and Scores
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Depth DS:Depth US: Extra:

CategoryRatingDistanceLength Code ReversedClock Pos.Severity Comment Observations

0.0 START WITH
FLOW
No
/

0.0 AMH No Start of inspection./

0.0 MWL No /
Wednesday, December 31, 2008 11:31 PMObservations with Still Images and Scores Page of1 10

0.0 DAE No 3 5 / O&M

0.0 DAE No 7 9 / O&M

5.0 MWLS No / Structural
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:31 PMObservations with Still Images and Scores Page of2 10

13.6 MWLS No / Structural

61.7 MWLS No / Structural

66.9 MCU No / O&M
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:31 PMObservations with Still Images and Scores Page of3 10

66.9 MWLS No / Structural

98.6 MWL No /
105.7 MWL No /
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:31 PMObservations with Still Images and Scores Page of4 10 172.2 MWL No /
174.7 DAE No 3 5 / O&M
174.8 DAE No 7 9 / O&M
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:31 PMObservations with Still Images and Scores Page of5 10 174.8 DAE No 7 4 / O&M
200.9 DAE No 7 4 / O&M
200.9 DAGS No 3 / O&M
200.9 DAGS No 9 / O&M
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:31 PMObservations with Still Images and Scores Page of6 10 230.1 MWL No /
230.1 LL No / O&M
241.7 JSM No / Structural
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:31 PMObservations with Still Images and Scores Page of7 10 277.9 JSM No / Structural
302.0 CC No 7 5 / Structural
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:31 PMObservations with Still Images and Scores Page of8 10 302.0 IS No 9 12 /
302.0 IS No 1 3 /
309.8 MWL No /
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:31 PMObservations with Still Images and Scores Page of9 10 320.5 AMH No End of inspection./
320.5 DAGS No 3 / O&M
320.5 DAGS No 9 / O&M
320.5 STOP No /
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:31 PMObservations with Still Images and Scores Page of10 10 3 to 4 9/12/2017
12:46:37 PM
Salinas CCTV Project Justin Young
3 4
Pipeline segment
ref: Project Name: Start date/time:

Upstream manhole No: Downstream manhole No:

Surveyed by:Weather:

Additional info:

Total length:

Observation Report with Still Images and Scores
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Depth DS:Depth US: Extra:

CategoryRatingDistanceLength Code ReversedClock Pos.Severity Comment Observations

0.0 START WITH
FLOW
No
/

0.0 AMH No Start of inspection/

0.0 MWL No /
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of1 2

0.0 B No 7 5 @ USMH/ Structural

0.0 DAE No 7 5 / O&M
126.2 AMH No End of inspection./
126.2 DAE No 7 5 / O&M
126.2 STOP No /
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of2 2 6 to 7 9/13/2017
9:27:46 AM
Salinas CCTV Project Justin Young
6 7
Pipeline segment
ref: Project Name: Start date/time:

Upstream manhole No: Downstream manhole No:

Surveyed by:Weather:

Additional info:

Total length:

Observation Report with Still Images and Scores
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Depth DS:Depth US: Extra:

CategoryRatingDistanceLength Code ReversedClock Pos.Severity Comment Observations

0.0 START WITH
FLOW
No
/

0.0 AMH No Start of inspection./

0.0 MWL No /
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of1 6

9.4 DAE No 10 / O&M

17.6 DAE No 3 / O&M

18.9 DAE No 10 / O&M
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of2 6

72.5 MWLS No / Structural

98.7 MWL No /
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of3 6 177.4 DAGS No 12 / O&M
198.0 MWLS No / Structural
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of4 6 238.3 MWLS No / Structural
244.3 DAGS No 3 / O&M
244.3 DAGS No 9 / O&M
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of5 6 261.0 RBC No 7 5 @ DSMH Connection/ O&M
264.2 AMH No End of inspection./
264.2 DAGS No 12 / O&M
264.2 DAGS No 3 / O&M
264.2 DAGS No 9 / O&M
264.2 STOP No /
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of6 6 7 to 8 9/13/2017
1:36:39 PM
Salinas CCTV Project Justin Young
7 8
Pipeline segment
ref: Project Name: Start date/time:

Upstream manhole No: Downstream manhole No:

Surveyed by:Weather:

Additional info:

Total length:

Observation Report with Still Images and Scores
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Depth DS:Depth US: Extra:

CategoryRatingDistanceLength Code ReversedClock Pos.Severity Comment Observations

0.0 START WITH
FLOW
No
/

0.0 AMH No Start of inspection/

0.0 MWL No /
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of1 9

0.9 DAGS No 5 / O&M

0.9 DAGS No 7 / O&M

32.7 MWLS No / Structural
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of2 9

63.6 SSS No 9 / Structural

81.4 MWL No /

93.6 MWLS No / Structural
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of3 9 104.5 CL No 3 / Structural
117.0 MWL No /
170.9 MWLS No / Structural
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of4 9 262.1 SSS No 2 / Structural
301.2 MWL No /
372.9 DAE No 9 3 / O&M
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of5 9 376.2 MWLS No / Structural
399.8 SSS No 3 / Structural
400.0 RPR No Pipe looks to be
replaced.
/
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of6 9 410.0 DAGS No 10 3 / O&M
416.7 STOP No /
426.8 DAGS No 10 3 / O&M
461.2 RPR No looks like a point
repair
/
472.1 MWLS No / Structural
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of7 9 507.7 MWL No /
553.0 DAGS No 5 / O&M
553.0 DAGS No 7 / O&M
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of8 9 553.0 AMH No END OF INSPECTION/
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of9 9 9 TO 10 9/18/2017
8:03:34 AM
Salinas CCTV Project Justin Young
9 10
Pipeline segment
ref: Project Name: Start date/time:

Upstream manhole No: Downstream manhole No:

Surveyed by:Weather:

Additional info:

Total length:

Observation Report with Still Images and Scores
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Depth DS:Depth US: Extra:

CategoryRatingDistanceLength Code ReversedClock Pos.Severity Comment Observations

0.0 START WITH
FLOW
No
/

0.0 AMH No START OF

INSPECTION
/

0.0 MWL No /
Wednesday, December 31, 2008 11:34 PMObservations with Still Images and Scores Page of1 6 CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment

0.0 DAGS No 7 5 / O&M
Wednesday, December 31, 2008 11:34 PMObservations with Still Images and Scores Page of2 6 CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment

5.0 MWL No /
Wednesday, December 31, 2008 11:34 PMObservations with Still Images and Scores Page of3 6 CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
310.7 CM No 7 5 / Structural
Wednesday, December 31, 2008 11:34 PMObservations with Still Images and Scores Page of4 6 CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:34 PMObservations with Still Images and Scores Page of5 6 376.3 AMH No END OF INSPECTION.

FOUND DAGS

THROUGHOUT LINE

SEGMENT AND FOUND
CM @ 310 FT.
/
376.3 DAGS No 7 5 / O&M
376.3 STOP No /
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:34 PMObservations with Still Images and Scores Page of6 6 11 TO 12 9/18/2017
8:53:15 AM
Salinas CCTV Project Justin Young
11 12
Pipeline segment
ref: Project Name: Start date/time:

Upstream manhole No: Downstream manhole No:

Surveyed by:Weather:

Additional info:

Total length:

Observation Report with Still Images and Scores
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Depth DS:Depth US: Extra:

CategoryRatingDistanceLength Code ReversedClock Pos.Severity Comment Observations

0.0 START WITH
FLOW
No
/

0.0 AMH No START OF

INSPECTION
/

0.0 MWL No /
Wednesday, December 31, 2008 11:35 PMObservations with Still Images and Scores Page of1 7

35.7 MWM No / O&M

45.1 IR No 3 AT J.C./ O&M
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:35 PMObservations with Still Images and Scores Page of2 7

64.1 DAGS No 12 / O&M

70.7 MWL No /

78.6 MWLS No / Structural
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:35 PMObservations with Still Images and Scores Page of3 7

80.3 DAGS No 12 12 / O&M
119.3 DAGS No 12 / O&M
162.7 DAGS No 12 / O&M
167.5 MWL No /
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:35 PMObservations with Still Images and Scores Page of4 7 184.0 DAGS No 7 3 / O&M
202.8 DAGS No 9 3 / O&M
249.0 MWM No / O&M
253.8 DAGS No 12 / O&M
281.1 DAGS No 12 / O&M
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:35 PMObservations with Still Images and Scores Page of5 7 295.4 DAGS No 12 / O&M
296.8 MWLS No / Structural
305.4 DAGS No 12 / O&M
330.0 LL No / O&M
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:35 PMObservations with Still Images and Scores Page of6 7 364.4 MWL No /
384.7 AMH No END OF INSPECTION.

FOUND DAGS

THROUGHOUT LINE
SEGMENT. MULTIPLE

MWLS AND MWM
@90%. ALSO FOUND
IR @ J.C. OVERALL

PIPE STRUCTURE
GOOD
/
384.7 STOP No /
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:35 PMObservations with Still Images and Scores Page of7 7 13 TO 14 9/18/2017
10:31:19 AM
Salinas CCTV Project Justin Young
13 14
Pipeline segment
ref: Project Name: Start date/time:

Upstream manhole No: Downstream manhole No:

Surveyed by:Weather:

Additional info:

Total length:

Observation Report with Still Images and Scores
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Depth DS:Depth US: Extra:

CategoryRatingDistanceLength Code ReversedClock Pos.Severity Comment Observations

0.0 START WITH
FLOW
No
/

0.0 AMH No START OF

INSPECTION
/

0.0 MWL No /
Wednesday, December 31, 2008 11:35 PMObservations with Still Images and Scores Page of1 5

0.0 DAGS No 7 / O&M

0.0 DAGS No 5 / O&M

39.6 MWM No / O&M
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:35 PMObservations with Still Images and Scores Page of2 5

46.0 MWL No /
122.4 MWM No / O&M
132.7 MWLS No / Structural
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:35 PMObservations with Still Images and Scores Page of3 5 297.2 DAE No 7 5 / O&M
406.8 MWL No /
424.9 DAGS No 7 / O&M
424.9 DAGS No 5 / O&M
424.9 DAE No 6 5 / O&M
424.9 AMH No END OF INSPECTION.

DAGS THROUGHOUT
LINE SEGMENT.

FOUND MINOR MWLS

AND MWM, ALSO DAE
STARTING AT 297 FT
/
424.9 STOP No /
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:35 PMObservations with Still Images and Scores Page of4 5 CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:35 PMObservations with Still Images and Scores Page of5 5 15 TO 16 9/18/2017
11:43:53 AM
Salinas CCTV Project Justin Young
15 16
Pipeline segment
ref: Project Name: Start date/time:

Upstream manhole No: Downstream manhole No:

Surveyed by:Weather:

Additional info:

Total length:

Observation Report with Still Images and Scores
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Depth DS:Depth US: Extra:

CategoryRatingDistanceLength Code ReversedClock Pos.Severity Comment Observations

0.0 START WITH
FLOW
No
/

0.0 AMH No START OF

INSPECTION
/

0.0 MWL No /
Wednesday, December 31, 2008 11:35 PMObservations with Still Images and Scores Page of1 3

0.0 DAGS No 7 / O&M

0.0 DAGS No 5 / O&M

7.9 MWM No / O&M
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:35 PMObservations with Still Images and Scores Page of2 3 182.6 DAE No 9 3 / O&M
185.9 MWM No / O&M
318.0 DAGS No 7 / O&M
318.0 DAGS No 5 / O&M
318.0 DAE No 9 3 / O&M
318.0 AMH No END OF INSPECTION.

FOUND DAGS, DAE,
AND MWM @ 75 %.

OVERALL PIPE
STRUCTURE GOOD.
/
318.0 STOP No /
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:35 PMObservations with Still Images and Scores Page of3 3 17 TO 18 9/18/2017
1:54:37 PM
Salinas CCTV Project Justin Young
17 18
Pipeline segment
ref: Project Name: Start date/time:

Upstream manhole No: Downstream manhole No:

Surveyed by:Weather:

Additional info:

Total length:

Observation Report with Still Images and Scores
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Depth DS:Depth US: Extra:

CategoryRatingDistanceLength Code ReversedClock Pos.Severity Comment Observations

0.0 START WITH
FLOW
No
/
Wednesday, December 31, 2008 11:35 PMObservations with Still Images and Scores Page of1 1 17 TO 18 9/18/2017
1:56:09 PM
Salinas CCTV Project Justin Young
17 18
Pipeline segment
ref: Project Name: Start date/time:

Upstream manhole No: Downstream manhole No:

Surveyed by:Weather:

Additional info:

Total length:

Observation Report with Still Images and Scores
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Depth DS:Depth US: Extra:

CategoryRatingDistanceLength Code ReversedClock Pos.Severity Comment Observations

0.0 START WITH
FLOW
No
/

0.0 AMH No START OF

INSPECTION
/

0.0 MWL No /
Wednesday, December 31, 2008 11:35 PMObservations with Still Images and Scores Page of1 5

0.0 RFC No 11 3 @ USMH/ O&M

26.1 DAGS No 7 / O&M

26.1 DAGS No 5 / O&M
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:35 PMObservations with Still Images and Scores Page of2 5

54.7 MWLS No / Structural
152.1 MWLS No / Structural
152.1 MCU No / O&M
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:35 PMObservations with Still Images and Scores Page of3 5 220.4 MGO No WATER LEVEL BEING

PULLED DOWN BY
VACTOR TRUCK.

WATER LEVEL NOT

ACCURATE TO FLOW
/
236.5 MCU No FOUND DAGS AND
MWLS. MCU

THROUGH MOST OF

LINE BUT WAS ABLE

TO USE VACTOR

TRUCK TO PULL
DOWN WATER LEVEL.

INSPECTED TO AND
FROM DSMH.
/ O&M
236.5 DAGS No 7 / O&M
236.5 DAGS No 5 / O&M
236.5 STOP No /
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:35 PMObservations with Still Images and Scores Page of4 5 350.1 AMH No DSMH REACHED,

CLEANING LENSE

THEN WILL INSPECT
GOING UPSTREAM.
/
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:35 PMObservations with Still Images and Scores Page of5 5 17 TO 18 9/25/2017
12:58:54 AM
Salinas CCTV Project Justin Young
17 18
Pipeline segment
ref: Project Name: Start date/time:

Upstream manhole No: Downstream manhole No:

Surveyed by:Weather:

Additional info:

Total length:

Observation Report with Still Images and Scores
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Depth DS:Depth US: Extra:

CategoryRatingDistanceLength Code ReversedClock Pos.Severity Comment Observations

0.0 START WITH
FLOW
No
/

0.0 AMH No START OF

INSPECTION
/

0.0 MWL No /
Wednesday, December 31, 2008 11:39 PMObservations with Still Images and Scores Page of1 8

0.0 MGO No EXPOSED REBAR
@USMH. PIPE
UNDERCUT. 9-1

O'CLOCK
/

0.0 DAGS No 7 5 / O&M
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:39 PMObservations with Still Images and Scores Page of2 8

15.7 MWL No /

82.4 MWM No / O&M
107.5 MWLS No / Structural
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:39 PMObservations with Still Images and Scores Page of3 8 127.9 MWM No / O&M
155.0 MWLS No / Structural
158.8 MWM No / O&M
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:39 PMObservations with Still Images and Scores Page of4 8 226.7 MWL No /
226.7 MWM No / O&M
276.3 MWL No /
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:39 PMObservations with Still Images and Scores Page of5 8 276.8 MWM No / O&M
311.3 MWM No / O&M
315.0 MWLS No / Structural
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:39 PMObservations with Still Images and Scores Page of6 8 327.3 MWL No /
327.3 MWM No / O&M
348.0 MGO No DSMH CHANNEL/
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:39 PMObservations with Still Images and Scores Page of7 8 349.1 AMH No END OF INSPECTION/
349.1 DAGS No 7 5 / O&M
349.1 STOP No /
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:39 PMObservations with Still Images and Scores Page of8 8 18 TO 19 9/18/2017
2:48:15 PM
Salinas CCTV Project Justin Young
18 19
Pipeline segment
ref: Project Name: Start date/time:

Upstream manhole No: Downstream manhole No:

Surveyed by:Weather:

Additional info:

Total length:

Observation Report with Still Images and Scores
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Depth DS:Depth US: Extra:

CategoryRatingDistanceLength Code ReversedClock Pos.Severity Comment Observations

0.0 START WITH
FLOW
No
/

0.0 AMH No START OF

INSPECTION
/

0.0 MWL No /
Wednesday, December 31, 2008 11:35 PMObservations with Still Images and Scores Page of1 2

2.3 MCU No / O&M

8.9 DAGS No 11 / O&M

40.7 MSA No WATER LEVEL TO
HIGH. WILL

RE-INSPECT THIS

AND UPSTREAM
SEGMENT AS WELL.
/
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:35 PMObservations with Still Images and Scores Page of2 2 19 TO 20 9/25/2017
2:05:10 AM
Salinas CCTV Project Justin Young
19 20
Pipeline segment
ref: Project Name: Start date/time:

Upstream manhole No: Downstream manhole No:

Surveyed by:Weather:

Additional info:

Total length:

Observation Report with Still Images and Scores
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Depth DS:Depth US: Extra:

CategoryRatingDistanceLength Code ReversedClock Pos.Severity Comment Observations

0.0 START WITH
FLOW
No
/

0.0 AMH No START OF

INSPECTION
/

0.0 MWL No /
Wednesday, December 31, 2008 11:39 PMObservations with Still Images and Scores Page of1 3

5.0 DAGS No 7 5 / O&M

20.3 MWM No / O&M
309.6 MWLS No / Structural
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:39 PMObservations with Still Images and Scores Page of2 3 310.5 MWM No / O&M
351.3 MWL No /
434.9 DAGS No 7 5 / O&M
434.9 AMH No END OF INSPECTION/
434.9 STOP No /
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:39 PMObservations with Still Images and Scores Page of3 3 1 9/14/2017
9:32:49 AM
Salinas CCTV Project Justin Young
1 1
Pipeline segment
ref: Project Name: Start date/time:

Upstream manhole No: Downstream manhole No:

Surveyed by:Weather:

Additional info:

Total length:

Observation Report with Still Images and Scores
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Depth DS:Depth US: Extra:

CategoryRatingDistanceLength Code ReversedClock Pos.Severity Comment Observations

0.0 START WITH
FLOW
No
/

0.0 AMH No START OF MACP

INSPECTION
/

0.0 MWL No START OF MACP

INSPECTION
/
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of1 5

0.7 SSS No 4 CMI/ Structural

0.7 CL No 3 CMI/ Structural

0.7 CL No 5 CMI/ Structural
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of2 5

0.7 SAV No 12 12 CMI/ Structural

5.0 ISSR No 2 10 COI/ O&M

7.2 SSS No 1 WI/ Structural
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of3 5

7.2 SSS No 4 WI/ Structural

8.7 AMH No END OF MACP

INSPECTION
/
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of4 5

8.7 ISSR No 2 10 / O&M

8.7 STOP No /
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of5 5 2 9/14/2017
11:25:28 AM
Salinas CCTV Project Justin Young
2 2
Pipeline segment
ref: Project Name: Start date/time:

Upstream manhole No: Downstream manhole No:

Surveyed by:Weather:

Additional info:

Total length:

Observation Report with Still Images and Scores
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Depth DS:Depth US: Extra:

CategoryRatingDistanceLength Code ReversedClock Pos.Severity Comment Observations

0.0 START WITH
FLOW
No
/

0.0 AMH No START OF MACP

INSPECTION
/

0.0 MWL No START OF MACP

INSPECTION
/
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of1 3

0.5 SAV No 12 12 CMI/ Structural

4.0 ISSR No 12 12 COI/ O&M

4.0 MGO No COI- APPEARS TO BE
PATCHED.
/
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of2 3

13.8 AMH No END OF MACP

INSPECTION
/

13.8 SAV No 12 12 / Structural

13.8 ISSR No 12 12 / O&M

13.8 STOP No /
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of3 3 3 9/14/2017
8:47:15 AM
Salinas CCTV Project Justin Young
3 3
Pipeline segment
ref: Project Name: Start date/time:

Upstream manhole No: Downstream manhole No:

Surveyed by:Weather:

Additional info:

Total length:

Observation Report with Still Images and Scores
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Depth DS:Depth US: Extra:

CategoryRatingDistanceLength Code ReversedClock Pos.Severity Comment Observations

0.0 START WITH
FLOW
No
/

0.0 AMH No Start of MACP

INSPECTION
/

0.0 MWL No MACP INSPECTION/
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of1 2

13.9 AMH No END OF MACP

INSPECTION
/

13.9 STOP No /
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of2 2 6 9/14/2017
1:51:45 PM
Salinas CCTV Project Justin Young
6 6
Pipeline segment
ref: Project Name: Start date/time:

Upstream manhole No: Downstream manhole No:

Surveyed by:Weather:

Additional info:

Total length:

Observation Report with Still Images and Scores
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Depth DS:Depth US: Extra:

CategoryRatingDistanceLength Code ReversedClock Pos.Severity Comment Observations

0.0 START WITH
FLOW
No
/

0.0 AMH No START OF MACP

INSPECTION
/

0.0 MWL No START OF MACP

INSPECTION
/
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of1 4 CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment

0.0 MGO No SURROUNDING

CONCRETE COLLAR
BROKEN FROM 12 TO
12 /
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of2 4 CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment

0.5 HSV No 12 12 CMI- SEAL BETWEEN

CONE AND FRAME
BROKEN .
/ Structural
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of3 4

3.5 ISSR No 12 12 / O&M

21.8 AMH No END OF MACP

INSPECTION
/

21.8 ISSR No 12 12 / O&M

21.8 STOP No /
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of4 4 8 9/14/2017
12:59:36 PM
Salinas CCTV Project Justin Young
8 8
Pipeline segment
ref: Project Name: Start date/time:

Upstream manhole No: Downstream manhole No:

Surveyed by:Weather:

Additional info:

Total length:

Observation Report with Still Images and Scores
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Depth DS:Depth US: Extra:

CategoryRatingDistanceLength Code ReversedClock Pos.Severity Comment Observations

0.0 START WITH
FLOW
No
/

0.0 AMH No START OF MACP

INSPECTION
/

0.0 MWL No START OF MACP

INSPECTION
/
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of1 3

0.0 MGO No SURROUNDING

CONCRETE COLLAR
BROKEN FROM 9 TO 3

O' CLOCK
/

0.5 B No 12 12 / Structural
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of2 3

9.0 IS No 7 4 /

13.4 AMH No END OF MACP

INSPECTION
/

13.4 STOP No /
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of3 3 9 9/15/2017
8:10:53 AM
Salinas CCTV Project Justin Young
9 9
Pipeline segment
ref: Project Name: Start date/time:

Upstream manhole No: Downstream manhole No:

Surveyed by:Weather:

Additional info:

Total length:

Observation Report with Still Images and Scores
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Depth DS:Depth US: Extra:

CategoryRatingDistanceLength Code ReversedClock Pos.Severity Comment Observations

0.0 START WITH
FLOW
No
/

0.0 AMH No START OF MACP

INSPECTION
/

0.0 MWL No START OF MACP

INSPECTION
/
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of1 4

0.0 IS No 12 12 FRAME- CMI -

HEAVILY CORRODED
/

0.0 STOP No /
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of2 4 CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment

0.8 SAV No 12 12 / Structural
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of3 4

17.9 AMH No END OF INSPECTION/

17.9 SAV No 12 12 / Structural
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of4 4 10 9/15/2017
11:31:02 AM
Salinas CCTV Project Justin Young
10 10
Pipeline segment
ref: Project Name: Start date/time:

Upstream manhole No: Downstream manhole No:

Surveyed by:Weather:

Additional info:

Total length:

Observation Report with Still Images and Scores
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Depth DS:Depth US: Extra:

CategoryRatingDistanceLength Code ReversedClock Pos.Severity Comment Observations

0.0 START WITH
FLOW
No
/

0.0 AMH No START OF MACP

INSPECTION
/

0.0 MWL No START OF MACP

INSPECTION
/
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of1 7

0.0 SCP No 12 12 FRAME - CMI -

HEAVILY CORRODED

AND BUBBLING
/ Structural

0.0 MGO No MORTAR SEAL LOOSE/
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of2 7 CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment

0.5 MMM No 7 9 / Structural
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of3 7 CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment

4.0 DAGS No 12 12 POSSIBLE EVIDENCE

OF SURCHARGE
/ O&M
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of4 7 CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment

9.5 MGO No APPARENT FREQUENT

SURCHARGE BASED

OFF OF HEAVY
GREASE LINE.
/
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of5 7 CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment

9.5 MGO No HEAVY DEBRIS ON

SHELF DUE TO

SURCHARGE
/
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of6 7

9.5 DAGS No 12 12 / O&M

19.9 AMH No END OF MACP

INSPECTION
/

19.9 STOP No /
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of7 7 11 9/15/2017
8:49:31 AM
Salinas CCTV Project Justin Young
11 11
Pipeline segment
ref: Project Name: Start date/time:

Upstream manhole No: Downstream manhole No:

Surveyed by:Weather:

Additional info:

Total length:

Observation Report with Still Images and Scores
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Depth DS:Depth US: Extra:

CategoryRatingDistanceLength Code ReversedClock Pos.Severity Comment Observations

0.0 START WITH
FLOW
No
/

0.0 AMH No START OF MACP

INSPECTION
/

0.0 MWL No START OF MACP

INSPECTION
/
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of1 4

0.0 IS No 12 12 FRAME - CMI - HEAVY

CORROSION
/

0.0 STOP No /
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of2 4

0.8 SAP No 12 12 / Structural

0.8 ISSR No 12 12 / O&M
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of3 4

15.9 SAP No 12 12 / Structural

15.9 ISSR No 12 12 / O&M

15.9 AMH No END OF MACP

INSPECTION
/
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of4 4 12 9/15/2017
10:08:41 AM
Salinas CCTV Project Justin Young
12 12
Pipeline segment
ref: Project Name: Start date/time:

Upstream manhole No: Downstream manhole No:

Surveyed by:Weather:

Additional info:

Total length:

Observation Report with Still Images and Scores
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Depth DS:Depth US: Extra:

CategoryRatingDistanceLength Code ReversedClock Pos.Severity Comment Observations

0.0 START WITH
FLOW
No
/

0.0 AMH No START OF MACP

INSPECTION
/

0.0 MWL No START OF MACP

INSPECTION
/
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of1 8 CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment

0.0 IS No 12 12 FRAME - CMI - HEAVY

CORROSION
/
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of2 8 CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment

0.0 SAP No 12 12 / Structural
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of3 8

4.4 SAM No 6 AGGREGATE MISSING

AROUND INCOMING
4" VCP
/ Structural

8.4 MGO No EVIDENCE OF

SURCHARGE
/
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of4 8 CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment

8.4 IS No 1 COMING FROM JOINT

CONNECTION
/
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of5 8 CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment

10.0 DAGS No 7 / O&M
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of6 8 CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment

15.6 MGO No EVIDENCE OF

SURCHARGE ON
BENCH
/
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of7 8

17.6 SAP No 12 12 / Structural

17.6 AMH No END OF MACP

INSPECTION
/

17.6 STOP No /
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of8 8 13 9/15/2017
1:42:30 PM
Salinas CCTV Project Justin Young
13 13
Pipeline segment
ref: Project Name: Start date/time:

Upstream manhole No: Downstream manhole No:

Surveyed by:Weather:

Additional info:

Total length:

Observation Report with Still Images and Scores
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Depth DS:Depth US: Extra:

CategoryRatingDistanceLength Code ReversedClock Pos.Severity Comment Observations

0.0 START WITH
FLOW
No
/

0.0 AMH No START OF MACP

INSPECTION
/

0.0 MWL No START OF

INSPECTION
/
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of1 5 CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment

0.5 B No 12 12 RING BROKEN/ Structural
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of2 5 CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment

0.5 RMJ No 12 12 / O&M
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of3 5 CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of4 5

25.0 RMJ No 12 12 / O&M

25.0 AMH No END OF MACP

INSPECTION
/

25.0 STOP No /
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of5 5 14 9/15/2017
2:28:56 PM
Salinas CCTV Project Justin Young
14 14
Pipeline segment
ref: Project Name: Start date/time:

Upstream manhole No: Downstream manhole No:

Surveyed by:Weather:

Additional info:

Total length:

Observation Report with Still Images and Scores
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Depth DS:Depth US: Extra:

CategoryRatingDistanceLength Code ReversedClock Pos.Severity Comment Observations

0.0 START WITH
FLOW
No
/

0.0 AMH No START OF MACP

INSPECTION
/

0.0 MWL No START OF MACP

INSPECTION
/
Wednesday, December 31, 2008 11:33 PMObservations with Still Images and Scores Page of1 4 CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment

1.0 MGO No CMI - GRADE RINGS

NOT SEALED
/
Wednesday, December 31, 2008 11:34 PMObservations with Still Images and Scores Page of2 4

1.0 HVV No 1 3 / Structural

11.8 AMH No END OF MACP

INSPECTION
/
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:34 PMObservations with Still Images and Scores Page of3 4

11.9 STOP No /
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:34 PMObservations with Still Images and Scores Page of4 4 15 9/22/2017
8:35:38 AM
Salinas CCTV Project Justin Young
15 15
Pipeline segment
ref: Project Name: Start date/time:

Upstream manhole No: Downstream manhole No:

Surveyed by:Weather:

Additional info:

Total length:

Observation Report with Still Images and Scores
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Depth DS:Depth US: Extra:

CategoryRatingDistanceLength Code ReversedClock Pos.Severity Comment Observations

0.0 START WITH
FLOW
No
/

0.0 AMH No START OF MACP

INSPECTION
/

0.0 MWL No START OF MACP

INSPECTION
/
Wednesday, December 31, 2008 11:39 PMObservations with Still Images and Scores Page of1 6 CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment

0.0 MGO No FRAME HEAVILY

CORRODED
/
Wednesday, December 31, 2008 11:39 PMObservations with Still Images and Scores Page of2 6 CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment

0.8 SAP No 12 12 CMI/ Structural
Wednesday, December 31, 2008 11:39 PMObservations with Still Images and Scores Page of3 6 CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:39 PMObservations with Still Images and Scores Page of4 6 CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:39 PMObservations with Still Images and Scores Page of5 6

5.3 SAP No 12 12 CMI - CHANNEL/ Structural

5.3 AMH No END OF MACP

INSPECTION
/

5.3 STOP No /
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:39 PMObservations with Still Images and Scores Page of6 6 16 9/22/2017
7:50:44 AM
Salinas CCTV Project Justin Young
16 16
Pipeline segment
ref: Project Name: Start date/time:

Upstream manhole No: Downstream manhole No:

Surveyed by:Weather:

Additional info:

Total length:

Observation Report with Still Images and Scores
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Depth DS:Depth US: Extra:

CategoryRatingDistanceLength Code ReversedClock Pos.Severity Comment Observations

0.0 START WITH
FLOW
No
/

0.0 AMH No START OF MACP

INSPECTION
/

0.0 MWL No START OF MACP

INSPECTION
/
Wednesday, December 31, 2008 11:39 PMObservations with Still Images and Scores Page of1 6

0.0 MGO No FRAME HEAVILY

CORRODED
/

0.8 DAGS No 12 12 GREASY FILM

COVERING ENTIRE
MANHOLE.
/ O&M
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:39 PMObservations with Still Images and Scores Page of2 6 CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment

0.8 SAV No 12 12 / Structural
Wednesday, December 31, 2008 11:39 PMObservations with Still Images and Scores Page of3 6 CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:39 PMObservations with Still Images and Scores Page of4 6

8.7 DAGS No 12 12 CMI - CHANNEL/ O&M

8.7 SAV No 12 12 CMI - CHANNEL/ Structural
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:39 PMObservations with Still Images and Scores Page of5 6

8.7 AMH No END OF MACP

INSPECTION
/

8.7 STOP No /
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:39 PMObservations with Still Images and Scores Page of6 6 17 9/21/2017
2:09:25 PM
Salinas CCTV Project Justin Young
17 17
Pipeline segment
ref: Project Name: Start date/time:

Upstream manhole No: Downstream manhole No:

Surveyed by:Weather:

Additional info:

Total length:

Observation Report with Still Images and Scores
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Depth DS:Depth US: Extra:

CategoryRatingDistanceLength Code ReversedClock Pos.Severity Comment Observations

0.0 START WITH
FLOW
No
/

0.0 AMH No START OF MACP

INSPECTION
/

0.0 MWL No START OF MACP

INSPECTION
/
Wednesday, December 31, 2008 11:39 PMObservations with Still Images and Scores Page of1 5 CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment

0.5 SAM No 12 12 COI TO CHANNEL/ Structural
Wednesday, December 31, 2008 11:39 PMObservations with Still Images and Scores Page of2 5 CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:39 PMObservations with Still Images and Scores Page of3 5 CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:39 PMObservations with Still Images and Scores Page of4 5

9.5 MGO No EXPOSED REBAR/

9.5 AMH No END OF MACP

INSPECTION
/

9.5 SAM No 12 12 / Structural

9.5 STOP No /
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:39 PMObservations with Still Images and Scores Page of5 5 20 9/20/2017
8:28:11 AM
Salinas CCTV Project Justin Young
20 20
Pipeline segment
ref: Project Name: Start date/time:

Upstream manhole No: Downstream manhole No:

Surveyed by:Weather:

Additional info:

Total length:

Observation Report with Still Images and Scores
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Depth DS:Depth US: Extra:

CategoryRatingDistanceLength Code ReversedClock Pos.Severity Comment Observations

0.0 START WITH
FLOW
No
/

0.0 AMH No START OF MACP

INSPECTION
/

0.0 MWL No START OF MACP

INSPECTION
/
Wednesday, December 31, 2008 11:35 PMObservations with Still Images and Scores Page of1 4 CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment

0.0 B No 2 3 FRAME BROKEN/ Structural
Wednesday, December 31, 2008 11:35 PMObservations with Still Images and Scores Page of2 4 CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment

0.0 MGO No MANHOLE APPEARS

TO HAVE AN EPOXY
TYPE OF COATING.
/
Wednesday, December 31, 2008 11:35 PMObservations with Still Images and Scores Page of3 4

11.1 AMH No END OF MACP

INSPECTION
/

11.1 STOP No /
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:35 PMObservations with Still Images and Scores Page of4 4 26 9/22/2017
10:31:41 AM
Salinas CCTV Project Justin Young
26 26
Pipeline segment
ref: Project Name: Start date/time:

Upstream manhole No: Downstream manhole No:

Surveyed by:Weather:

Additional info:

Total length:

Observation Report with Still Images and Scores
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Depth DS:Depth US: Extra:

CategoryRatingDistanceLength Code ReversedClock Pos.Severity Comment Observations

0.0 START WITH
FLOW
No
/

0.0 AMH No START OF MACP

INSPECTION
/

0.0 MWL No START OF MACP

INSPECTION
/
Wednesday, December 31, 2008 11:39 PMObservations with Still Images and Scores Page of1 5 CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment

0.0 MGO No FRAME CORRODED /

MANHOLE HAS

FIBERGLASS LINER
/
Wednesday, December 31, 2008 11:39 PMObservations with Still Images and Scores Page of2 5 CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment

0.5 DAGS No 12 12 GREASY FILM/ O&M
Wednesday, December 31, 2008 11:39 PMObservations with Still Images and Scores Page of3 5 CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment

13.0 SAM No 12 12 CHANNEL/ Structural
Wednesday, December 31, 2008 11:39 PMObservations with Still Images and Scores Page of4 5

13.0 DAGS No 12 12 / O&M

13.0 AMH No END OF MACP

INSPECTION
/

13.0 STOP No /
CategoryRating
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
DistanceLength Code ReversedClock Pos.Severity Comment
Wednesday, December 31, 2008 11:39 PMObservations with Still Images and Scores Page of5 5 Sheet No. 1
Sanitary Sewer Manhole Photos Date 10/26/2017

Ref Description Remark
1 SSMH - 1 No work need at pavement surface
2 SSMH - 2 No work need at ground surface
3 SSMH – 3 No work need at pavement surface
4 SSMH – 6 Recommend PCC collar and bring MH lid 6” up & install marker 5 SSMH – 8 Redo PCC collar around the rim and install marker 6 SSMH - 9 Recommend PCC collar and bring MH lid 6” up & install marker

Photo SSMH – 1 Photo SSMH – 2 Photo SSMH – 3

Photo SSMH – 6 Photo SSMH – 8 Photo SSMH – 9

Sanitary Sewer Manhole Photos Date 10/26/2017

Ref Description Remark
1 SSMH – 10 Replace exist cone with eccentric cone, MH will be outside the fence 2 SSMH – 11 Recommend PCC collar and bring MH lid 6” up & install marker 3 SSMH - 12 Recommend PCC collar and bring MH lid 6” up & install marker 4 SSMH - 13 No work need at top surface
5 SSMH - 14 Recommend PCC collar and install marker
6 SSMH - 15 Recommend PCC collar and bring MH lid 6” up slope away MH lid to prevent I/I & install marker

Photo SSMH – 10 Photo SSMH – 11 Photo SSMH – 12

Photo SSMH – 13 Photo SSMH – 14 Photo SSMH – 15

Sanitary Sewer Manhole Photos Date 10/26/2017

Ref Description Remark
1 SSMH – 16 Recommend PCC collar and bring MH lid 6” up slope away MH lid to prevent I/I & install marker
2 SSMH – 17 Replace exist lid with new MH lid have an “S” stamp 3 SSMH – 18 No work need at pavement surface
4 SSMH – 19 No work need at pavement surface
5 SSMH – 20 No work need at pavement surface
6 SSMH - 21 No work need at pavement surface

Photo SSMH – 16 Photo SSMH – 17 Photo SSMH – 18

Photo SSMH – 19 Photo SSMH – 20 Photo SSMH – 21

Sanitary Sewer Manhole Photos Date 10/26/2017

Ref Description Remark
1 SSMH – 22 No work need at pavement surface, New Manhole 2 SSMH – 23 No work need at pavement surface
3 SSMH – 24 No work need at pavement surface
4 SSMH – 25 No work need at pavement surface
5 SSMH - 26 Provide PCC color slope away from MH lid prevent I/I 6 Photo SSMH – 22 Photo SSMH – 23 Photo SSMH – 24

Photo SSMH – 25 Photo SSMH – 26

A P P E N D I X C : C i t y S e w e r R e p a i r A t l a s M a p

!!2
!!2
!!2 !!2 !!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2!!2
!!2
!!2
1885 Hoover St.

F.I Repair Blown out
MH-D5-011
MH-C5-023
MH-C5-022
MH-C5-021
MH-C4-025
MH-D4-063
MH-C5-020
MH-C5-019
MH-C5-018
MH-C5-017
MH-C5-016
MH-C5-015
MH-C5-014
MH-C5-013
MH-D4-059
MH-C4-015
MH-C4-014
MH-D5-010MH-D4-056
MH-C4-013
MH-C4-012
MH-C4-011
MH-C5-012
MH-D4-030
MH-C4-008
MH-C5-011
MH-C6-002
MH-C6-001
MH-B5-001
MH-C5-010
MH-C5-009
MH-C5-008
MH-C5-007
MH-C5-006
MH-C5-005
MH-C5-004
MH-C5-003
MH-C5-002
MH-C5-001
MH-D5-007MH-D5-006MH-D5-005
MH-D5-004
MH-D5-0038''
6''
10''
8''
6''
8''
6''
8''
6''
6''
8''
8''
8''
8''
8''
6''6''
10''
10''
6''
10''
6''
6''
6''
6''
10''
8''
6''
8''
10''
8''
6''
8''
8''
8''
8''
6''
6''
6''
6''
8''
8''
8''
8''
8''
6''
8''
8''
6''
8''
8''
6''
8''
6''
10''
O
PROJECT NOTES:

ESRI BASEMAP. MAP

DEVELOPED FOR SANITARY
SEWER FACILITY MANAGEMENT.

NOT TO BE USED FOR DESIGN
OR CONSTUCTION.

PUBLISHED MAY 2022.

SEWER REPAIRS
ATLAS
1 inch = 300 Feet
I1 I6 I8I3 I9I7I5I4I2
J1 J6 J8J3 J9J5J4J2 J7
L6 L8L3L1 L2 L9L7L5L4
F6 F8F3F1 F2 F9F5F4 F7
B1 B6 B8B3 B9B7B5B4B2
K6
E6
A6
K8K3K1
E8E3E1
A8A3A1
P6 P8P3P1
K9K7K5K4K2
E9E7E5E4E2
A9A7A5A4A2
P9P7P5P4P2
H9
N6 N8N3N1
D6 D8D3D1
N9N7N5N4N2
D9D7D5D4D2
R6
H6
C6
R8R3R1
H8H3H1
C8C3C1
R9R7R5R4R2
H7H5H4H2
C9C7C5C4C2
Q6 Q8Q3Q1
G6G3G1
Q9Q7Q5Q4Q2
G9G5G4G2
O6
G8
O8O3O1
G7
O2 O9O7O5O4
M6 M8M3M1 M2 M9M7M5M4
I10
J10
L10
F10
B10
P10
K10
E10
A10
N10
D10
C10
R10
H10
G10
Q10
O10
M10
SHEET:

C5
Legend
3Ú SS Lift Stations
!!2 City Manholes
!!2 Manhole Repair
Sewer Mains
Sewer Repairs
High Priority
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2!!2
!!2
!!2
!!2
!!2!!2
!!2
!!2
!!2
!!2!!2 !!2
!!2
!!2
!!2
!!2
!!2!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2 !!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
3Ú Lenny St. & Louis St.

Pipe sags, surcharging manholes
MH D4-003 - MH D5-001
Van Buren Ave
Pipe sags, surcharging manholes
MH D4-007 - MH D4-055
1885 Hoover St.

F.I Repair Blown out
MH-E4-025
MH-D4-064
MH-D4-063
MH-C5-016
MH-D4-060
MH-D4-059
MH-C4-014
MH-D5-010
MH-D5-009
MH-D4-058
MH-D4-057
MH-D4-056
MH-D4-055
MH-D4-054
MH-D4-053
MH-D4-052MH-D4-051
MH-D4-050
MH-D4-049
MH-D4-048
MH-D4-047
MH-D4-046
MH-D4-045
MH-D4-044
MH-D4-043
MH-D4-042
MH-D4-041
MH-D4-040
MH-D4-039 MH-D4-038
MH-D4-037
MH-D4-036
MH-D4-035
MH-E4-015
MH-D4-034MH-D4-033
MH-D4-032
MH-D4-031
MH-C4-010
MH-D4-030
MH-C4-009 MH-C4-008
MH-C5-011
MH-D4-029
MH-D4-028
MH-E4-014 MH-E4-013
MH-D4-027
MH-D4-026
MH-D4-025
MH-D4-024
MH-D4-023
MH-D4-022
MH-E4-007
MH-D4-021
MH-D4-020
MH-D4-019
MH-D4-018
MH-E4-003
MH-D4-017
MH-D4-016
MH-D4-015
MH-E4-002
MH-D4-014
MH-D4-013
MH-E4-001
MH-D4-012
MH-D4-011
MH-D4-010
MH-D4-009
MH-D4-008
MH-D4-007
MH-D4-006
MH-D4-005
MH-D4-004
MH-D5-003
MH-D5-002
MH-D5-001
MH-D4-003
MH-D4-002
MH-D4-001
8''
10''
12''
15''
6''
6''
10''
10''
8''
8''
12''
8''
8''
8''
8''
8''
6''
6''
6''
8''
8''
8''
8''
8''
8''
15''
8''
6''
6''
6''
6'' 10''
12''
10''
10''
6''
8''
6''
6''
8''
6''
8''
10''
8''
6''
6''
8''
8''
10''
8''
15''
8''
8''
6''
10''
6''
8''
8''
6''
6''
6''
6''
8''
10''
6''
6''
8''
8''
6''
6''
8''
8''
6''
8''
8''
6''
8''
8''10''
8''
10''
6''
8''
8''
8''
10''
10''
6''
8''
8''12''
8''
10''
6''
8''
6''
6''
Santa Rita
O
PROJECT NOTES:

ESRI BASEMAP. MAP

DEVELOPED FOR SANITARY
SEWER FACILITY MANAGEMENT.

NOT TO BE USED FOR DESIGN
OR CONSTUCTION.

PUBLISHED MAY 2022.

SEWER REPAIRS
ATLAS
1 inch = 300 Feet
I1 I6 I8I3 I9I7I5I4I2
J1 J6 J8J3 J9J5J4J2 J7
L6 L8L3L1 L2 L9L7L5L4
F6 F8F3F1 F2 F9F5F4 F7
B1 B6 B8B3 B9B7B5B4B2
K6
E6
A6
K8K3K1
E8E3E1
A8A3A1
P6 P8P3P1
K9K7K5K4K2
E9E7E5E4E2
A9A7A5A4A2
P9P7P5P4P2
H9
N6 N8N3N1
D6 D8D3D1
N9N7N5N4N2
D9D7D5D4D2
R6
H6
C6
R8R3R1
H8H3H1
C8C3C1
R9R7R5R4R2
H7H5H4H2
C9C7C5C4C2
Q6 Q8Q3Q1
G6G3G1
Q9Q7Q5Q4Q2
G9G5G4G2
O6
G8
O8O3O1
G7
O2 O9O7O5O4
M6 M8M3M1 M2 M9M7M5M4
I10
J10
L10
F10
B10
P10
K10
E10
A10
N10
D10
C10
R10
H10
G10
Q10
O10
M10
SHEET:

D4
Legend
3Ú SS Lift Stations
!!2 City Manholes
!!2 Manhole Repair
Sewer Mains
Sewer Repairs
High Priority
!!2
!!2
!!2
!!2
!!2!!2!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2 !!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
Comanche Way
Pipe issue joints, roots
MH G3-010 - F.I.

N. 1st St
Pipe sag
MH H4-5
MH-H2-105
MH-G2-007
MH-H2-104
MH-H2-075
MH-G3-055
MH-H4-075
MH-G3-054
MH-H3-056
MH-G3-053
MH-F4-033
MH-G3-049MH-G3-048
MH-G4-029
MH-G4-028
MH-G4-027
MH-G3-047
MH-H4-061
MH-H4-060
MH-G3-046
MH-G3-045
MH-G3-044
MH-F3-021
MH-G3-042
MH-G3-041MH-G3-040
MH-F3-020
MH-F3-019
MH-F3-018
MH-G3-039
MH-F3-016
MH-H3-052
MH-H3-051
MH-H3-049
MH-G3-038
MH-G3-037
MH-G3-036
MH-F4-018
MH-G3-035
MH-G3-034
MH-G4-013
MH-G3-033
MH-H3-044
MH-G3-032
MH-G3-031
MH-F3-015
MH-F3-014
MH-F3-011
MH-G3-030
MH-G3-029
MH-G3-028
MH-G3-027
MH-G3-026
MH-G3-025
MH-G3-024
MH-H3-042
MH-G3-023
MH-G3-022
MH-G3-021
MH-G3-020
MH-G3-019
MH-G4-012
MH-G4-011
MH-H3-041
MH-H4-014
MH-H3-035
MH-G3-018
MH-F3-002
MH-G3-017
MH-G3-016
MH-G3-015
MH-G3-014
MH-H3-022
MH-H3-011
MH-H3-008
MH-G3-013
MH-G3-012
MH-G3-011
MH-G3-010
MH-G3-009
MH-G3-008
MH-G3-007
MH-G3-006
MH-G3-005
MH-F3-001
MH-G3-004
MH-G3-003
MH-G3-002
MH-G3-001
MH-G4-009
MH-G4-008
MH-G4-007
10''
6''
8''
12''
18''
27''
8''
8''
8''
6''
8''
6''
27''
10''
8''
8''
6''
10''
8''
10''
10''
8''
6''
8''
6''
6''
8''
8''
8''
8''
6''
6''
27''
6''
6''
6''
6''
8''
8''
8''
6''
8''
8''
12''
8''
8''8''
8''
6''
8''
6''
8''
6''
10'' 8''
6''
8''
8''
10''
10''
18''
8''
6''
8''
27''
8''
10''
8''
18''
8''
8''
6''
8''
6''
8''
8''
6''
8''
8''
6''
12''
8''
6''
8''
18''
8''
8''
8''
8''
18''
8''
6''
8''
6''
6''
18''
12''
6''
18''
6''
8''
8''
6''
10''
8''
8''
8''
8''
8''
6''
6''
8''
8''
8''
6''
6''
8''
6''
8''
6''
18''
MH-G3-043
O
PROJECT NOTES:

ESRI BASEMAP. MAP

DEVELOPED FOR SANITARY
SEWER FACILITY MANAGEMENT.

NOT TO BE USED FOR DESIGN
OR CONSTUCTION.

PUBLISHED MAY 2022.

SEWER REPAIRS
ATLAS
1 inch = 300 Feet
I1 I6 I8I3 I9I7I5I4I2
J1 J6 J8J3 J9J5J4J2 J7
L6 L8L3L1 L2 L9L7L5L4
F6 F8F3F1 F2 F9F5F4 F7
B1 B6 B8B3 B9B7B5B4B2
K6
E6
A6
K8K3K1
E8E3E1
A8A3A1
P6 P8P3P1
K9K7K5K4K2
E9E7E5E4E2
A9A7A5A4A2
P9P7P5P4P2
H9
N6 N8N3N1
D6 D8D3D1
N9N7N5N4N2
D9D7D5D4D2
R6
H6
C6
R8R3R1
H8H3H1
C8C3C1
R9R7R5R4R2
H7H5H4H2
C9C7C5C4C2
Q6 Q8Q3Q1
G6G3G1
Q9Q7Q5Q4Q2
G9G5G4G2
O6
G8
O8O3O1
G7
O2 O9O7O5O4
M6 M8M3M1 M2 M9M7M5M4
I10
J10
L10
F10
B10
P10
K10
E10
A10
N10
D10
C10
R10
H10
G10
Q10
O10
M10
SHEET:

G3
Legend
3Ú SS Lift Stations
!!2 City Manholes
!!2 Manhole Repair
Sewer Mains
Sewer Repairs
High Priority
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2 !!2
!!2
!!2!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2 !!2!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2 !!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
Donner Way
Pipe damage, sags, etc
MH G6-60 - MH G6-37
MH-G6-068
MH-G6-067
MH-G5-060
MH-G5-057
MH-G7-060
MH-G6-066
MH-G6-065
MH-F5-032
MH-F6-045
MH-F6-044
MH-F6-041
MH-F6-040
MH-F6-039
MH-G7-040
MH-H7-081
MH-H7-080
MH-G6-060
MH-G6-059
MH-G6-058
MH-G6-057
MH-G6-056
MH-G6-055
MH-F6-005
MH-G6-054
MH-G6-053
MH-G6-052
MH-G6-051
MH-G6-050
MH-G6-049
MH-G6-048
MH-F6-004
MH-G6-047
MH-G6-046
MH-G5-033
MH-G6-045
MH-G6-044
MH-G6-043
MH-G6-042
MH-G6-041
MH-G6-040
MH-G5-032
MH-G5-031
MH-H6-025
MH-G6-039
MH-F6-003
MH-F6-002
MH-G6-038
MH-G6-037
MH-G6-036
MH-G6-035
MH-G6-034
MH-G6-033
MH-G6-032
MH-G6-031
MH-G6-030
MH-G6-029
MH-G6-028
MH-G6-027
MH-G6-026
MH-G5-026
MH-G6-025
MH-G6-024
MH-G5-024
MH-G5-023
MH-G5-022
MH-G5-019
MH-H5-027
MH-H6-024
MH-H5-015
MH-G5-003
MH-H6-023
MH-F7-029
MH-F7-015
MH-G7-037
MH-G7-036
MH-G7-035
MH-G6-023
MH-G6-022
MH-G6-021
MH-G7-034
MH-G7-033
MH-G7-032
MH-G6-020
MH-G6-019
MH-G6-018
MH-G6-017
MH-G6-016
MH-G6-015
MH-G6-014
MH-G6-013 MH-G7-031
MH-G6-012
MH-H6-022MH-H6-021
MH-H6-020
MH-H6-019
MH-G7-030
MH-H6-012
MH-H6-010
MH-G5-002
MH-G6-011
MH-G6-010
MH-G6-009
MH-F5-012
MH-H6-003
MH-H6-002
MH-G6-008
MH-G6-007
MH-G6-006
MH-G6-005
MH-G6-004
MH-G6-003
MH-G6-002
MH-G6-001
MH-F7-001
MH-F5-002
MH-H6-001
6''
10''
8''12''
10''
8''
8''
8''
6''
8''
12''
8''
8''
8''
8''
8''
6''
8''
6''6''
8''
8''
6''
8''
8''
8''
6''
8'' 10''
10''
8''
8''
8''
8''
6''
6''
8''
8''
8''
8''
6''
6''
8''
8''
8''
8''
8''
6''
10''
8''
8''
8''
8''
8''
12''
6''
6''
6''
8''
6''
6''
6''
8''
6''
8''
8''
12''
12''
6''
12''
6''
8''
8''
6''
6''
8''
8''
8''
8''
10''
6''
8''
8''
6''
6''
8''
8''
8''
10''
8''
8''
6''
8''
6''
8''
8''
8''
10''
10''
8''
8''
8''
8''
6''
6''
8''
6''
8''
8''
8''
8''
6''
12''
8''
8''
8''
8''
6''
8''
8''
8''
8''
8''
6''
8''
6''
6''
8''
8''
8''
10''
8''
12''
8''
8''
12''8''
8''
8''
10''
8''
6''
8''
10''
6''
8''
6''
8''
8''
6''
8''
8''
6''
6''
8''
8''
8''
8''
6''
8''
6''
6''
6''
8''
8''
8''
8''
6''
6''
8''
8''
8''
6''
8''
O
PROJECT NOTES:

ESRI BASEMAP. MAP

DEVELOPED FOR SANITARY
SEWER FACILITY MANAGEMENT.

NOT TO BE USED FOR DESIGN
OR CONSTUCTION.

PUBLISHED MAY 2022.

SEWER REPAIRS
ATLAS
1 inch = 300 Feet
I1 I6 I8I3 I9I7I5I4I2
J1 J6 J8J3 J9J5J4J2 J7
L6 L8L3L1 L2 L9L7L5L4
F6 F8F3F1 F2 F9F5F4 F7
B1 B6 B8B3 B9B7B5B4B2
K6
E6
A6
K8K3K1
E8E3E1
A8A3A1
P6 P8P3P1
K9K7K5K4K2
E9E7E5E4E2
A9A7A5A4A2
P9P7P5P4P2
H9
N6 N8N3N1
D6 D8D3D1
N9N7N5N4N2
D9D7D5D4D2
R6
H6
C6
R8R3R1
H8H3H1
C8C3C1
R9R7R5R4R2
H7H5H4H2
C9C7C5C4C2
Q6 Q8Q3Q1
G6G3G1
Q9Q7Q5Q4Q2
G9G5G4G2
O6
G8
O8O3O1
G7
O2 O9O7O5O4
M6 M8M3M1 M2 M9M7M5M4
I10
J10
L10
F10
B10
P10
K10
E10
A10
N10
D10
C10
R10
H10
G10
Q10
O10
M10
SHEET:

G6
Legend
3Ú SS Lift Stations
!!2 City Manholes
!!2 Manhole Repair
Sewer Mains
Sewer Repairs
High Priority
!!2
!!2
!!2!!2
!!2
!!2 !!2
!!2
!!2
!!2
!!2
!!2!!2!!2
!!2
!!2!!2
!!2!!2
!!2
!!2
!!2
!!2!!2
!!2
!!2
!!2 !!2!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2!!2
!!2!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2 !!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2 !!2 !!2
!!2!!2
!!2
!!2
!!2
!!2
N. 1st St.

Pipe sags
MH H4-54 - MH H4-61
MH-H4-078
MH-H4-077
MH-H4-076
MH-H4-075
MH-H4-074
MH-G5-030MH-G4-033MH-G4-029
MH-G4-028
MH-G4-027
MH-H4-068
MH-H5-045
MH-H4-067
MH-H5-044
MH-H5-043
MH-H5-042
MH-H5-041
MH-H5-031
MH-H5-030
MH-H4-066
MH-H5-029
MH-H5-028
MH-H4-065
MH-H4-064
MH-G3-047
MH-H4-063
MH-H4-062
MH-H4-061
MH-H4-060
MH-H4-059
MH-H4-058
MH-H4-057
MH-H4-056
MH-H4-055
MH-H4-054
MH-H4-053
MH-H4-052
MH-H4-051
MH-H4-050
MH-H4-049
MH-H4-048
MH-H4-047MH-H4-046
MH-H4-045
MH-H4-044
MH-H4-043
MH-H4-042
MH-H4-041
MH-H4-040
MH-H4-039 MH-H4-038
MH-I4-029
MH-I4-028
MH-I4-027
MH-G3-046
MH-G3-045
MH-H3-053
MH-H3-052
MH-H4-037
MH-G4-018
MH-G4-017
MH-G4-016
MH-G4-015
MH-H4-036
MH-H4-035
MH-H4-034
MH-G5-004
MH-G4-014
MH-H4-033
MH-H4-032
MH-H4-031
MH-H4-030
MH-H4-029
MH-H4-028
MH-H4-027
MH-H4-026
MH-H4-025 MH-H5-022
MH-H4-024
MH-H4-023
MH-H5-019
MH-H5-018
MH-H4-022
MH-I5-025
MH-I5-024
MH-H4-021 MH-H5-014
MH-H4-020
MH-H4-019
MH-H4-018
MH-H4-017
MH-H4-016
MH-H4-015
MH-I5-023
MH-I5-020
MH-I5-019
MH-G3-020
MH-G4-011
MH-H3-041
MH-H3-040
MH-H4-014
MH-H3-035
MH-H3-034
MH-H3-033MH-H3-032
MH-H3-031
MH-H3-028
MH-H3-027
MH-H3-026
MH-H4-013
MH-I4-006
MH-H4-012MH-H4-011
MH-H3-024
MH-H3-023
MH-H4-010
MH-H4-009
MH-H4-008
MH-H4-007
MH-H4-006
MH-H4-005
MH-H4-004
MH-H4-003
MH-H4-002MH-H4-001
MH-H5-010
MH-H3-003
MH-H3-002
MH-I3-007
0''
6''
10''
8''
18''
12''
8''
8''
8''
8''
8''
8''
10''
8''
8''
8''
8''
8''
8''
10''
8''
10''
8''
8''
10''
8''
10''
8''
8''
8''
8''
8''
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8''
8''
8''
8''
8''
8''
8''
8''
10''
8''
8''
8''
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8''
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8''8''
8''
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8''
8''
8''
8''
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10''
8''
8''
8''
8''
8''
8''
10''
8''
8''
8'' 8''
8''
10''
8''
8''
8''
8''
8''
8''
8''
8''
8''
8''
8''
8''
8''
8''
8''
18''
8''
8''
0''
8''
8''
8''
8''
8''
8''
8''
8''
8''
8''
8''
10''
8''
8''
0''
8''
8''
8''8''
8''
8''
18''
8''
8''
8''
8''
10''
8''
8''
8''
8''
8''
8''
8''
8''
8''
8''
8''
8''
8''
0''
8''
8''
8''
8''
8''
8''
8''
8''
8''
8''
8''
8''
O
PROJECT NOTES:

ESRI BASEMAP. MAP

DEVELOPED FOR SANITARY
SEWER FACILITY MANAGEMENT.

NOT TO BE USED FOR DESIGN
OR CONSTUCTION.

PUBLISHED MAY 2022.

SEWER REPAIRS
ATLAS
1 inch = 300 Feet
I1 I6 I8I3 I9I7I5I4I2
J1 J6 J8J3 J9J5J4J2 J7
L6 L8L3L1 L2 L9L7L5L4
F6 F8F3F1 F2 F9F5F4 F7
B1 B6 B8B3 B9B7B5B4B2
K6
E6
A6
K8K3K1
E8E3E1
A8A3A1
P6 P8P3P1
K9K7K5K4K2
E9E7E5E4E2
A9A7A5A4A2
P9P7P5P4P2
H9
N6 N8N3N1
D6 D8D3D1
N9N7N5N4N2
D9D7D5D4D2
R6
H6
C6
R8R3R1
H8H3H1
C8C3C1
R9R7R5R4R2
H7H5H4H2
C9C7C5C4C2
Q6 Q8Q3Q1
G6G3G1
Q9Q7Q5Q4Q2
G9G5G4G2
O6
G8
O8O3O1
G7
O2 O9O7O5O4
M6 M8M3M1 M2 M9M7M5M4
I10
J10
L10
F10
B10
P10
K10
E10
A10
N10
D10
C10
R10
H10
G10
Q10
O10
M10
SHEET:

H4
Legend
3Ú SS Lift Stations
!!2 City Manholes
!!2 Manhole Repair
Sewer Mains
Sewer Repairs
High Priority
!!2!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2!!2
!!2
!!2!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2 !!2
!!2
!!2
!!2 !!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2 !!2
!!2
!!2
!!2!!2
!!2
!!2!!2!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2!!2
!!2
!!2
!!2
!!2
Polk Street
Pipe issue joints
MH I3-045 - F.I.

MH-J3-077
MH-H2-096
MH-H2-093
MH-H2-076
MH-H2-063
MH-H2-060
MH-I3-056
MH-J3-073
MH-I3-055
MH-I3-054
MH-H2-002
MH-I4-029
MH-I4-028
MH-I4-026
MH-I4-025
MH-I4-024
MH-I4-023
MH-I4-022
MH-I3-050
MH-I3-049
MH-I3-048 MH-I4-021
MH-I4-020
MH-I4-019
MH-I4-018MH-I4-017
MH-I4-016
MH-I4-015
MH-I3-047MH-I3-046
MH-I3-044
MH-I3-043
MH-I3-042
MH-I3-041
MH-I3-040
MH-J3-050
MH-I3-039
MH-H3-043
MH-I3-038
MH-I3-037
MH-J3-049
MH-H3-029
MH-H3-028
MH-I3-036
MH-I3-035
MH-I3-034
MH-I2-010
MH-I3-033
MH-I3-032
MH-I3-031
MH-I3-030
MH-I3-029
MH-I3-028MH-I3-027
MH-I3-026
MH-I3-025
MH-I3-024MH-I3-023
MH-I3-022
MH-I3-021
MH-I3-020
MH-I3-019
MH-I3-018
MH-I3-017
MH-J3-047
MH-I3-016
MH-I3-015
MH-J3-046
MH-J3-036
MH-I3-014
MH-I3-013
MH-I3-012
MH-I3-011
MH-I3-010
MH-I3-009
MH-I2-009
MH-I2-008
MH-J2-014
MH-J2-013
MH-H3-024
MH-H3-023
MH-H4-010MH-H4-005
MH-J4-020
MH-I4-001
MH-H3-006
MH-H3-005
MH-J3-009
MH-H3-004
MH-J3-006
MH-J3-005
MH-H3-003
MH-H3-002
MH-I3-008
MH-I3-007
MH-I3-006
MH-I3-005
MH-I3-004
MH-I3-003
MH-I3-002
MH-I3-001
MH-I2-003
MH-I2-002
MH-I2-001
MH-H2-001 MH-H3-001
0''
8''
15''6''
30''
10''
12''
24''
8''
8''
8''
8''
8''
6''
6''
8''
6''
6''
6''
10''
8''
8''
10''
8''
6''
6''
6''
10''
6''
8''
8''
6''
6''
8''
6''
8''
8''
0''
8''
8''
8''
6''
8''
8''
8''
8''
6''
8''
8''
10''
10''
8''
6''
8''
8''
6''
6''
6''
8''
6''
8''
8''
8''
6''
8''
8''
6''
6''
8''
8''
6''
6''
30''
6''
10''
8''
8''
8''
8''
6''
10''
8''
10''
6''
6''
0''
8''8''
8''
8''
8''
6''
8''
6''
6''
8''
0''
6''
10''
6''
0''
30''
8''
6''
6''
8''
8''
8''
10''
8''
30''
30''
8''
8''
6''
8''
8''
8''
8''
6''
8''
8''
6''
8''
8''8''
6''
8''
6''
8''
8''
6''
8''
6''
10''
MH-I3-045
O
PROJECT NOTES:

ESRI BASEMAP. MAP

DEVELOPED FOR SANITARY
SEWER FACILITY MANAGEMENT.

NOT TO BE USED FOR DESIGN
OR CONSTUCTION.

PUBLISHED MAY 2022.

SEWER REPAIRS
ATLAS
1 inch = 300 Feet
I1 I6 I8I3 I9I7I5I4I2
J1 J6 J8J3 J9J5J4J2 J7
L6 L8L3L1 L2 L9L7L5L4
F6 F8F3F1 F2 F9F5F4 F7
B1 B6 B8B3 B9B7B5B4B2
K6
E6
A6
K8K3K1
E8E3E1
A8A3A1
P6 P8P3P1
K9K7K5K4K2
E9E7E5E4E2
A9A7A5A4A2
P9P7P5P4P2
H9
N6 N8N3N1
D6 D8D3D1
N9N7N5N4N2
D9D7D5D4D2
R6
H6
C6
R8R3R1
H8H3H1
C8C3C1
R9R7R5R4R2
H7H5H4H2
C9C7C5C4C2
Q6 Q8Q3Q1
G6G3G1
Q9Q7Q5Q4Q2
G9G5G4G2
O6
G8
O8O3O1
G7
O2 O9O7O5O4
M6 M8M3M1 M2 M9M7M5M4
I10
J10
L10
F10
B10
P10
K10
E10
A10
N10
D10
C10
R10
H10
G10
Q10
O10
M10
SHEET:

I3
Legend
3Ú SS Lift Stations
!!2 City Manholes
!!2 Manhole Repair
Sewer Mains
Sewer Repairs
High Priority
!!2
!!2
!!2
!!2
!!2!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2 !!2
!!2
!!2
!!2
!!2
!!2!!2
!!2 !!2!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
3Ú
3Ú
N. Main Street Underpass Bundker Hwy 101
Bunker damage to pipe
Pipe missing MH J4-013 - MH J4-012
Inverted Siphon
MH-K4-071
MH-J4-036
MH-J4-035
MH-J5-010
MH-I5-035
MH-I5-034
MH-I4-019
MH-I4-015
MH-I4-014
MH-J4-034
MH-J4-033
MH-J4-032
MH-I4-013
MH-J4-031
MH-I4-012
MH-J4-030
MH-J4-029
MH-J4-028
MH-J4-027
MH-J4-026
MH-J4-024
MH-K3-037
MH-J4-023
MH-I5-015
MH-J5-008
MH-K3-020
MH-J4-022
MH-I4-003
MH-J4-021
MH-J4-020
MH-I4-001
MH-J5-005
MH-J5-004
MH-J5-003
MH-J5-002
MH-J3-003
MH-I3-005
MH-J3-002
MH-J3-001
MH-J4-019
MH-J4-018
MH-I3-001
MH-J4-017
MH-J4-016
MH-K4-004
MH-J4-015
MH-J4-014
MH-J4-013
MH-J4-012
MH-K4-002
MH-K4-001
MH-J4-011
MH-J4-010
MH-J4-009
MH-J4-008
MH-J4-007
MH-J4-006
MH-J4-005MH-J4-004
MH-J4-003
MH-J4-002
MH-J4-001
MH-J5-001
8''
18''
21''
15''
10''
27''
36''
12''
0''
6''
8''
15''
8''
21''
8''
8''
10''
0''
8''
15''
8''
8''
21''
10''
10''
21''
0''
8''
8''
8''
10''
15''
8''
10''
8''
12''
8''
10''
12''
0''
8''
18''
6''0''
0''
10''
6''
10''
8''
0''
15''
12''
8''
0''
8''
21''
0''
0''
8''
8''
0''
8''
21''
8''
8''
8''
8''
8''
12''
8''
0''
8''
8''
8''
18''
15''
15''
0''
8''
15''
8''
21''
8''
12''
0''
Mill Lake
Carpenter Hall
MH-J4-025
O
PROJECT NOTES:

ESRI BASEMAP. MAP

DEVELOPED FOR SANITARY
SEWER FACILITY MANAGEMENT.

NOT TO BE USED FOR DESIGN
OR CONSTUCTION.

PUBLISHED MAY 2022.

SEWER REPAIRS
ATLAS
1 inch = 300 Feet
I1 I6 I8I3 I9I7I5I4I2
J1 J6 J8J3 J9J5J4J2 J7
L6 L8L3L1 L2 L9L7L5L4
F6 F8F3F1 F2 F9F5F4 F7
B1 B6 B8B3 B9B7B5B4B2
K6
E6
A6
K8K3K1
E8E3E1
A8A3A1
P6 P8P3P1
K9K7K5K4K2
E9E7E5E4E2
A9A7A5A4A2
P9P7P5P4P2
H9
N6 N8N3N1
D6 D8D3D1
N9N7N5N4N2
D9D7D5D4D2
R6
H6
C6
R8R3R1
H8H3H1
C8C3C1
R9R7R5R4R2
H7H5H4H2
C9C7C5C4C2
Q6 Q8Q3Q1
G6G3G1
Q9Q7Q5Q4Q2
G9G5G4G2
O6
G8
O8O3O1
G7
O2 O9O7O5O4
M6 M8M3M1 M2 M9M7M5M4
I10
J10
L10
F10
B10
P10
K10
E10
A10
N10
D10
C10
R10
H10
G10
Q10
O10
M10
SHEET:

J4
Legend
3Ú SS Lift Stations
!!2 City Manholes
!!2 Manhole Repair
Sewer Mains
Sewer Repairs
High Priority
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
Laurel Dr. Bike Trail
Pipe line issues, manhole repair
MH I6-004 - MH J6-009
Mark Thomas 2017 Findings: Upper Carr Lake
New MH frame & cover w/ PCC collar (Grade:3) (J6-001)
New frame & cover w/ PCC collar (Grade:3) (J6-002)
Pipe repair d/D: 0.75, grease deposits (Grade:10)
MH-K6-068 MH-K6-066
MH-K7-051
MH-K6-063
MH-J7-048
MH-K6-040
MH-K6-039
MH-K6-030
MH-J6-018
MH-K6-026
MH-K6-025
MH-J6-017
MH-K7-017
MH-K7-016
MH-J7-006
MH-J7-005
MH-J7-004
MH-J7-003
MH-I7-008
MH-J6-016
MH-J6-015
MH-K6-010
MH-K6-009
MH-J6-014
MH-J6-013
MH-J6-012
MH-J6-011
MH-J6-009
MH-I6-006
MH-I6-005
MH-J6-008
MH-I6-004
MH-J6-002
MH-J6-001
MH-J7-001
0''
8''
27''
30''
6''
15''
21''
0''
6''
6''
30''
21''
8''
27''
8''
30''
8''
21''
6''
6''
27''
27''
30''
6''
15''
27''
30''
30''
27''
6''
30''
6''
30''
6''
21''
MH-J6-010
MH-J6-007
MH-J6-006
MH-J6-005
MH-J6-004
MH-J6-003
O
PROJECT NOTES:

ESRI BASEMAP. MAP

DEVELOPED FOR SANITARY
SEWER FACILITY MANAGEMENT.

NOT TO BE USED FOR DESIGN
OR CONSTUCTION.

PUBLISHED MAY 2022.

SEWER REPAIRS
ATLAS
1 inch = 300 Feet
I1 I6 I8I3 I9I7I5I4I2
J1 J6 J8J3 J9J5J4J2 J7
L6 L8L3L1 L2 L9L7L5L4
F6 F8F3F1 F2 F9F5F4 F7
B1 B6 B8B3 B9B7B5B4B2
K6
E6
A6
K8K3K1
E8E3E1
A8A3A1
P6 P8P3P1
K9K7K5K4K2
E9E7E5E4E2
A9A7A5A4A2
P9P7P5P4P2
H9
N6 N8N3N1
D6 D8D3D1
N9N7N5N4N2
D9D7D5D4D2
R6
H6
C6
R8R3R1
H8H3H1
C8C3C1
R9R7R5R4R2
H7H5H4H2
C9C7C5C4C2
Q6 Q8Q3Q1
G6G3G1
Q9Q7Q5Q4Q2
G9G5G4G2
O6
G8
O8O3O1
G7
O2 O9O7O5O4
M6 M8M3M1 M2 M9M7M5M4
I10
J10
L10
F10
B10
P10
K10
E10
A10
N10
D10
C10
R10
H10
G10
Q10
O10
M10
SHEET:

J6
Legend
3Ú SS Lift Stations
!!2 City Manholes
!!2 Manhole Repair
Sewer Mains
Sewer Repairs
High Priority
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2!!2!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2!!2
!!2
!!2!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2 !!2
!!2
!!2
!!2
!!2
!!2!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2 !!2
!!2
!!2
West Market at Davis Overcrossing
Bunker doors need to be replaced
MH J2-045 - MH K2-038
10 Villa St.

Pipe has major sags and
missing sections near manhole
MH K3-16 - MH L2-16
MH-J2-051
MH-J2-049
MH-J2-048MH-J2-045
MH-K2-038
MH-K2-037
MH-K2-036
MH-K2-035
MH-K2-034
MH-K2-033
MH-L2-055
MH-L2-054
MH-K2-032
MH-K2-031
MH-K2-030
MH-K2-029
MH-J3-060
MH-J3-058
MH-K2-028MH-K2-027
MH-K2-026
MH-K2-025
MH-K2-024
MH-K2-023
MH-K2-022
MH-K2-021
MH-K2-019
MH-K3-040
MH-L2-038
MH-L2-035
MH-K2-018
MH-L2-034
MH-K2-017
MH-L2-023
MH-L2-022
MH-L2-021
MH-L2-020
MH-L2-019
MH-L2-018
MH-L2-017
MH-L2-016
MH-L2-015
MH-J3-026
MH-J3-021
MH-K2-016
MH-K2-015
MH-K2-014
MH-K2-013
MH-K2-012
MH-K2-011
MH-J2-007
MH-K3-018
MH-K3-017
MH-K3-015
MH-J3-015
MH-K3-014
MH-L3-001
MH-L2-010
MH-K2-010
MH-K2-009
MH-K2-008
MH-K2-007
MH-J2-006
MH-J2-005
MH-K2-006
MH-J2-004
MH-K2-005
MH-K2-004
MH-K2-003
MH-K2-002
MH-K2-001
8''
12''
-1''
54''
6''
10''
36''
0''
48''
54''
8''
8''
48''
54''
8''
8''
0''
54''
8''
8''
0''
8''
8''
8''
8''
54''
8''
-1''
0''
8''
0''
8''
8''
12''
-1''
8''
0''
12''
8''
54''
54''
0''
8''
8''
54''
8''
54''
0''
-1''
0''
0''
10''54''
48''
54''
6''
8''
12''
6''
12''
0''
0''
8''
0''
0''
12''
12''
8''
8''
8''
-1''
6''
12''
12''
0''
8''8''
8''
12''
-1''
6''
8''
54''
12''
8''
6''
0''
MH-K2-020
MH-L2-014
MH-K3-016
O
PROJECT NOTES:

ESRI BASEMAP. MAP

DEVELOPED FOR SANITARY
SEWER FACILITY MANAGEMENT.

NOT TO BE USED FOR DESIGN
OR CONSTUCTION.

PUBLISHED MAY 2022.

SEWER REPAIRS
ATLAS
1 inch = 300 Feet
I1 I6 I8I3 I9I7I5I4I2
J1 J6 J8J3 J9J5J4J2 J7
L6 L8L3L1 L2 L9L7L5L4
F6 F8F3F1 F2 F9F5F4 F7
B1 B6 B8B3 B9B7B5B4B2
K6
E6
A6
K8K3K1
E8E3E1
A8A3A1
P6 P8P3P1
K9K7K5K4K2
E9E7E5E4E2
A9A7A5A4A2
P9P7P5P4P2
H9
N6 N8N3N1
D6 D8D3D1
N9N7N5N4N2
D9D7D5D4D2
R6
H6
C6
R8R3R1
H8H3H1
C8C3C1
R9R7R5R4R2
H7H5H4H2
C9C7C5C4C2
Q6 Q8Q3Q1
G6G3G1
Q9Q7Q5Q4Q2
G9G5G4G2
O6
G8
O8O3O1
G7
O2 O9O7O5O4
M6 M8M3M1 M2 M9M7M5M4
I10
J10
L10
F10
B10
P10
K10
E10
A10
N10
D10
C10
R10
H10
G10
Q10
O10
M10
SHEET:

K2
Legend
3Ú SS Lift Stations
!!2 City Manholes
!!2 Manhole Repair
Sewer Mains
Sewer Repairs
High Priority
!!2
!!2
!!2!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2!!2
!!2
!!2
!!2 !!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2 !!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
2 !!2!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2!!2
!!2
!!2
!!2
!!2
!!2!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2!!2
!!2!!2
!!2
!!2
!!2
!!2
!!2!!2!!2
!!2
!!2!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2!!2
!!2!!2
3Ú
3Ú
Sherwood Drive
Pipe cracks, obstruction in manhole
K4-052 - K4-076
W. Market St. Near El Cerrito Market
Both FI's are blown out
MH L3-043 - MH L3-010
rcharged
Mark Thomas 2017 Evalua
Replace frame & cover w P
Corroded frame & chimney
Replace Frame & cover w
corrosion, grease and surc
Pipe cracks, grease depos
Replace frame & cover w P
corroded frame and aggreg
Replace frame & cover, ins
corroded frame & heavy gr
Pipe WLS: 0.25,d/D:0.9, gr
Mark Thomas 2017 Evaluation: E Market St.

New frame & cover, lining interior of manhole
(L4-002 and L4-004)
MH-K4-076
MH-K3-055
MH-K4-075
MH-K4-074
MH-K4-073
MH-K4-072
MH-K3-050
MH-K4-071
MH-K4-070
MH-K4-069
MH-K4-068
MH-K4-067
MH-K4-062 MH-K4-061
MH-K4-060
MH-K4-059 MH-K5-021MH-K5-020
MH-K4-058
MH-K4-057MH-K4-056
MH-K4-055
MH-K4-054
MH-K4-053
MH-K4-052
MH-K3-048
MH-K3-047
MH-K4-051
MH-L4-064
MH-L4-063
MH-K4-050
MH-K4-049
MH-K3-044
MH-K4-048
MH-K4-047
MH-K4-046
MH-K4-045
MH-K3-043
MH-K3-042MH-K3-041
MH-K4-043
MH-K4-042
MH-K4-041
MH-K4-037
MH-K4-036
MH-K4-035
MH-K4-034
MH-K4-033
MH-K4-032
MH-K4-031 MH-K4-030
MH-L3-046
MH-L4-062
MH-L4-061
MH-L4-055
MH-L4-054
MH-K5-013
MH-L3-043
MH-K3-037
MH-K3-036
MH-K4-029
MH-K3-029
MH-L3-009
MH-K3-020
MH-K4-028
MH-K4-027
MH-L4-043
MH-K4-026
MH-K4-025
MH-K4-024
MH-K4-023
MH-K4-021
MH-K4-020
MH-K4-019
MH-K4-018
MH-K4-017
MH-K4-016
MH-L5-012
MH-K3-003
MH-K3-002
MH-K4-014
MH-J4-019
MH-J4-018
MH-K4-013
MH-J4-017
MH-K4-010
MH-J4-016
MH-L4-013
MH-K4-008
MH-K4-007
MH-K4-006
MH-K4-005
MH-K4-004
MH-J4-015
MH-J4-013
MH-K4-002
MH-K4-001
MH-J4-009
MH-L4-012
MH-L4-004
8''
10''
21''
27''
30''
15''
6''
36''
0''12''
24''
-1''
48''
27''
27''
8''
8''
10''
0''
24''
0''
0''
24''
8''
24''
0''
6''
8''
8''
30''
8''
8''
6''
8''
-1''
8''
6''
8''
15''
24''
8''
8''
27''
8''
8''
30''
0''
10''
8''
6''
8''
0''
8''
0''
15''
6''
0''
15''
8''
0''
8''
8''
8''
8''
8''
48''
36''
10''
6''
8''
8''
15''
0''
8''
15''
6''
6''
8''
10''
6''
-1''
24''
8''
8''
21''
12''
21''
8'' 12''
12''
8''
8''
15''
27''
12''
8''
8''
21''0''
8''
10''
30''
0''
8''
0''
Carpenter Hall
MH-K5-019
MH-K4-044
MH-K4-040MH-K4-039
MH-K4-038
MH-L4-056
MH-K4-022
MH-K4-015
MH-L5-015
MH-K5-012
MH-K4-012
MH-K4-011
MH-K4-009
MH-K4-003
MH-L4-002
O
PROJECT NOTES:

ESRI BASEMAP. MAP

DEVELOPED FOR SANITARY
SEWER FACILITY MANAGEMENT.

NOT TO BE USED FOR DESIGN
OR CONSTUCTION.

PUBLISHED MAY 2022.

SEWER REPAIRS
ATLAS
1 inch = 300 Feet
I1 I6 I8I3 I9I7I5I4I2
J1 J6 J8J3 J9J5J4J2 J7
L6 L8L3L1 L2 L9L7L5L4
F6 F8F3F1 F2 F9F5F4 F7
B1 B6 B8B3 B9B7B5B4B2
K6
E6
A6
K8K3K1
E8E3E1
A8A3A1
P6 P8P3P1
K9K7K5K4K2
E9E7E5E4E2
A9A7A5A4A2
P9P7P5P4P2
H9
N6 N8N3N1
D6 D8D3D1
N9N7N5N4N2
D9D7D5D4D2
R6
H6
C6
R8R3R1
H8H3H1
C8C3C1
R9R7R5R4R2
H7H5H4H2
C9C7C5C4C2
Q6 Q8Q3Q1
G6G3G1
Q9Q7Q5Q4Q2
G9G5G4G2
O6
G8
O8O3O1
G7
O2 O9O7O5O4
M6 M8M3M1 M2 M9M7M5M4
I10
J10
L10
F10
B10
P10
K10
E10
A10
N10
D10
C10
R10
H10
G10
Q10
O10
M10
SHEET:

K4
Legend
3Ú SS Lift Stations
!!2 City Manholes
!!2 Manhole Repair
Sewer Mains
Sewer Repairs
High Priority
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2!!2
!!2!!2
Mark Thomas 2017 Evaluation: Yorkshire Way
Expose and raise MH to grade, buried (K5-008)
Mark Thomas 2017 Evaluation: Sun St
Replace frame & cover w PCC collar, reline,
Corroded frame & chimney (K5-012);
Replace Frame & cover w PCC collar, install marker,
corrosion, grease and surcharge (K5-021);
Pipe cracks, grease deposits;
Replace frame & cover w PCC collar, install marker,
corroded frame and aggregate (K5-019);
Replace frame & cover, install ecc. Cone for fence,
corroded frame & heavy grease & surch.(K5-020);
Pipe WLS: 0.25,d/D:0.9, grease deposits
Mark Thomas 2017 Evaluation: N. Madeira Ave
Minor defects, needs new frame and cover,
lining interior of manhole (K5-001)
Visible agregate and broken frame,needs new frame
& cover, lining interior of manhole (K5-003)
Pipe, WLS of 0.6, encrustations
Mark Thomas 2017 Evaluation: E Market St.

New frame & cover, lining interior of manhole
(L4-002 and L4-004)
Mark Thomas 2017 Evaluation: Longbow Way
Expose and raise MH to grade, buried (K5-010)
Pipe broken, encrustations
MH-K4-069
MH-K4-059 MH-K5-021MH-K5-020
MH-K4-058
MH-K4-057MH-K4-056
MH-K4-030
MH-L5-048
MH-L4-055
MH-K5-013
MH-K6-047
MH-K6-046
MH-L5-012
MH-K5-008
MH-L5-002
MH-L5-001
MH-K5-005
MH-K5-004
MH-K5-003
MH-K5-002
MH-K6-013
MH-K6-012
MH-J6-016
MH-J6-015
MH-K6-010
MH-K6-009
MH-L4-004
0''
6''
15''
24''
8''
30''
12''
10''
30''
24''
0''
30''
6''
30''
10''
15''
24''
8''
8''
6''
24''
24''
0''
8''
24''
30''
30''
6''
30''
MH-K5-022
MH-K5-019
MH-K5-018
MH-K5-017
MH-K5-016
MH-K5-015
MH-K5-014
MH-L4-056
MH-K6-049
MH-K6-022
MH-L5-015
MH-K5-012 MH-K5-011
MH-K5-010
MH-K5-009
MH-K5-007
MH-K5-006
MH-K5-001
MH-K6-011
MH-L4-002
O
PROJECT NOTES:

ESRI BASEMAP. MAP

DEVELOPED FOR SANITARY
SEWER FACILITY MANAGEMENT.

NOT TO BE USED FOR DESIGN
OR CONSTUCTION.

PUBLISHED MAY 2022.

SEWER REPAIRS
ATLAS
1 inch = 300 Feet
I1 I6 I8I3 I9I7I5I4I2
J1 J6 J8J3 J9J5J4J2 J7
L6 L8L3L1 L2 L9L7L5L4
F6 F8F3F1 F2 F9F5F4 F7
B1 B6 B8B3 B9B7B5B4B2
K6
E6
A6
K8K3K1
E8E3E1
A8A3A1
P6 P8P3P1
K9K7K5K4K2
E9E7E5E4E2
A9A7A5A4A2
P9P7P5P4P2
H9
N6 N8N3N1
D6 D8D3D1
N9N7N5N4N2
D9D7D5D4D2
R6
H6
C6
R8R3R1
H8H3H1
C8C3C1
R9R7R5R4R2
H7H5H4H2
C9C7C5C4C2
Q6 Q8Q3Q1
G6G3G1
Q9Q7Q5Q4Q2
G9G5G4G2
O6
G8
O8O3O1
G7
O2 O9O7O5O4
M6 M8M3M1 M2 M9M7M5M4
I10
J10
L10
F10
B10
P10
K10
E10
A10
N10
D10
C10
R10
H10
G10
Q10
O10
M10
SHEET:

K5
Legend
3Ú SS Lift Stations
!!2 City Manholes
!!2 Manhole Repair
Sewer Mains
Sewer Repairs
High Priority
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
Del Monte Ave.

Pipe sags, needs replaceme
MH K8-11 - MH J8-20
E. Laurel Dr. at 105 Oregon St.

Pipe sags, broken pipe
MH K7-011 - MH K7-014
MH-K6-069
MH-K8-048
MH-K8-047
MH-K8-046
MH-J7-054
MH-K7-052
MH-K6-067
MH-K6-066
MH-K7-051
MH-K7-050
MH-K7-049
MH-K7-048
MH-K6-065
MH-K7-047
MH-K7-041
MH-L8-037
MH-K8-030
MH-K7-040
MH-K8-029
MH-K7-039
MH-K7-038
MH-K7-037
MH-K7-036
MH-J7-048
MH-J7-047
MH-J7-046
MH-L7-024
MH-K7-035
MH-K6-053
MH-K6-052
MH-K6-041
MH-K6-040
MH-K6-039
MH-K8-028
MH-K7-034
MH-K7-033
MH-K8-027
MH-K8-026
MH-K8-025
MH-L7-021
MH-K7-032
MH-K7-031
MH-K7-030
MH-K7-029
MH-K7-028
MH-K7-027
MH-L7-018
MH-K6-025
MH-J6-017
MH-K6-024
MH-L7-010
MH-K6-021
MH-K7-026
MH-K6-020
MH-K6-019
MH-K6-017
MH-K7-025
MH-K7-024
MH-K7-023
MH-K7-022
MH-L6-006
MH-K7-021
MH-K7-020
MH-K7-019
MH-K7-018
MH-K7-017
MH-K7-016
MH-K7-015
MH-K7-014
MH-K7-013
MH-J7-013
MH-K7-012
MH-K7-011
MH-J7-012
MH-J7-011
MH-K7-010
MH-J7-010
MH-K7-009
MH-K7-008
MH-J7-009
MH-K7-007
MH-L7-001
MH-K7-006
MH-K7-005
MH-K7-004
MH-K7-003
MH-K7-002
MH-K7-001
MH-K8-008
MH-K8-007
MH-K8-006
MH-K6-002
MH-K6-001
0''
8''
6''
36''
10''
15''
21'' 8''
10''
15''
6''
8''
6''
6''
10''
6''
15''
6''
6''
8''
6''
8''
8''
8''
21''
6''
15''
6''
8''
6''
6''
6''
6''
10''
8''
6''
6''
8''
10''
6''
8''
6''
6''
6''
15''
10''
6''
6''
6''
6''
6''
6''
8''
10''
15''
6''
8''
0''
6''
6''
6''
10''
15''
0''
8''
6''
15''
8''
6''
6''
8''
8''
8''
6''
8''
6''
6''
6''
8''
6''
6''
6''
6''
6''
21''
15''
10''
6''
21''
8''
10''
15''
6''
6''
6''
8''
6''
15''
15''
6''
15''
15''
6''
6''
6''
6''
6''
6''
6''
10''
6''
6''
10''
8''
8''
6''
6''
6''
6''
10''
6''
6''
6''
6''
6''
8''
10''
O
PROJECT NOTES:

ESRI BASEMAP. MAP

DEVELOPED FOR SANITARY
SEWER FACILITY MANAGEMENT.

NOT TO BE USED FOR DESIGN
OR CONSTUCTION.

PUBLISHED MAY 2022.

SEWER REPAIRS
ATLAS
1 inch = 300 Feet
I1 I6 I8I3 I9I7I5I4I2
J1 J6 J8J3 J9J5J4J2 J7
L6 L8L3L1 L2 L9L7L5L4
F6 F8F3F1 F2 F9F5F4 F7
B1 B6 B8B3 B9B7B5B4B2
K6
E6
A6
K8K3K1
E8E3E1
A8A3A1
P6 P8P3P1
K9K7K5K4K2
E9E7E5E4E2
A9A7A5A4A2
P9P7P5P4P2
H9
N6 N8N3N1
D6 D8D3D1
N9N7N5N4N2
D9D7D5D4D2
R6
H6
C6
R8R3R1
H8H3H1
C8C3C1
R9R7R5R4R2
H7H5H4H2
C9C7C5C4C2
Q6 Q8Q3Q1
G6G3G1
Q9Q7Q5Q4Q2
G9G5G4G2
O6
G8
O8O3O1
G7
O2 O9O7O5O4
M6 M8M3M1 M2 M9M7M5M4
I10
J10
L10
F10
B10
P10
K10
E10
A10
N10
D10
C10
R10
H10
G10
Q10
O10
M10
SHEET:

K7
Legend
3Ú SS Lift Stations
!!2 City Manholes
!!2 Manhole Repair
Sewer Mains
Sewer Repairs
High Priority
!!2!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2 !!2
!!2
!!2
!!2
!!2
!!2
!!2!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
Mae Ave.

Pipe sags,
broken pipe
MH K8-013 - MH J8-008
Del Monte Ave.

Pipe sags, needs replacement
MH K8-11 - MH J8-20
726 Mae and C St
Pipe damage in MH structure
MH K8-012
MH-L9-047
MH-K9-034
MH-K8-049
MH-K8-048
MH-K8-047
MH-K8-046
MH-K7-052
MH-K7-050
MH-K7-049
MH-K8-045
MH-K8-044
MH-K7-047
MH-K9-032
MH-K8-043
MH-K9-029
MH-K9-027
MH-K9-026
MH-J9-041
MH-J9-030
MH-L8-041
MH-K8-039
MH-K8-038
MH-K8-037
MH-K8-036
MH-J8-037
MH-J8-036
MH-J9-008
MH-K8-035
MH-K8-034
MH-K8-033
MH-K8-032
MH-K8-031
MH-J8-020
MH-L8-037
MH-K8-030
MH-K7-040
MH-K8-029
MH-K7-039
MH-K7-038
MH-J7-047
MH-K8-028
MH-K7-033
MH-K8-027
MH-K8-026
MH-K8-025
MH-L7-021 MH-L8-036
MH-K7-031
MH-K7-027
MH-K8-024
MH-K8-023
MH-K8-022
MH-K8-021MH-K8-020
MH-K8-019
MH-L7-018
MH-K8-018
MH-K8-017
MH-L8-023
MH-L8-022
MH-L8-012
MH-K8-016
MH-L8-010
MH-L8-009
MH-K8-015
MH-K8-014
MH-K8-013
MH-K8-012
MH-J8-007
MH-K8-011
MH-K8-009
MH-K7-025
MH-J8-006MH-J8-005
MH-L9-022
MH-L9-020
MH-K9-002
MH-K9-001
MH-K7-006
MH-K7-003
MH-K7-002
MH-K7-001
MH-K8-008
MH-K8-007
MH-K8-006
MH-K8-005
MH-K8-004
MH-K8-003
MH-K8-002MH-K8-001
8''
15''
0''
10''
12''
6''
15''
6''
10''
6''
8''
6''
8''
6''
8''
8''
6''
6''
8''
6''
6''
6''
8''
6''
6''
8''
6''
6''
8''
6''
6''
6''
8''
6''
6''
6''
6''
15''
12''6''
6''
6''
12''
6''
12''
6''
6''
6''
8''
8''
8''
8''
0''
6''
10''
6''
15''
15''
8''
6''
8''
8''
6''
6''
8''
6''
8''
6''
8''
8''
8''
6''
6''
6''
6''
8''
6''
8''
8''
6''
8''
10''
6''
6''
6''
6''
6''
6''
6''
6''
10''
8''
6''
8''
8''
15''
6''
6''
8''
6''
15''
6''
8''
8''
8''
6''
12''
6''
8''
8''
6''
6''
6''
8''
8''
15''
12''
6''
8''
6''
6''
MH-J8-008
MH-K8-010
O
PROJECT NOTES:

ESRI BASEMAP. MAP

DEVELOPED FOR SANITARY
SEWER FACILITY MANAGEMENT.

NOT TO BE USED FOR DESIGN
OR CONSTUCTION.

PUBLISHED MAY 2022.

SEWER REPAIRS
ATLAS
1 inch = 300 Feet
I1 I6 I8I3 I9I7I5I4I2
J1 J6 J8J3 J9J5J4J2 J7
L6 L8L3L1 L2 L9L7L5L4
F6 F8F3F1 F2 F9F5F4 F7
B1 B6 B8B3 B9B7B5B4B2
K6
E6
A6
K8K3K1
E8E3E1
A8A3A1
P6 P8P3P1
K9K7K5K4K2
E9E7E5E4E2
A9A7A5A4A2
P9P7P5P4P2
H9
N6 N8N3N1
D6 D8D3D1
N9N7N5N4N2
D9D7D5D4D2
R6
H6
C6
R8R3R1
H8H3H1
C8C3C1
R9R7R5R4R2
H7H5H4H2
C9C7C5C4C2
Q6 Q8Q3Q1
G6G3G1
Q9Q7Q5Q4Q2
G9G5G4G2
O6
G8
O8O3O1
G7
O2 O9O7O5O4
M6 M8M3M1 M2 M9M7M5M4
I10
J10
L10
F10
B10
P10
K10
E10
A10
N10
D10
C10
R10
H10
G10
Q10
O10
M10
SHEET:

K8
Legend
3Ú SS Lift Stations
!!2 City Manholes
!!2 Manhole Repair
Sewer Mains
Sewer Repairs
High Priority
!!2
2 !!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2!!2!!2
!!2
!!2
!!2
!!2!!2!!2
!!2 !!2
!!2
!!2
!!2
!!2!!2
!!2
!!2
!!2
!!2!!2
!!2 !!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2 !!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2!!2
!!2!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2!!2
!!2
!!2
!!2!!2!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2!!2
!!2
!!2!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2!!2
!!2
!!2!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
Capitol St. to 10 Capitol St.

Major sags, always surcharged
MH L3-013 - MH L3-040
10 Villa St.

Pipe has major sags and
missing sections near manhole
MH K3-16 - MH L2-16
W. Market St. Near El Cerrito Market
Both FI's are blown out
MH L3-043 - MH L3-010
Capitol St.

Major sags, always surcharged
MH L3-041 - F.I.

MH-K4-075
MH-K4-074
MH-L3-058
MH-L3-057
MH-L3-056
MH-L4-064
MH-L4-063
MH-K4-050
MH-K4-049
MH-K2-021
MH-K3-040
MH-K3-038
MH-M2-024
MH-M3-044
MH-M3-043
MH-L3-052
MH-L2-033
MH-L2-032
MH-L2-030
MH-L2-029
MH-L2-019
MH-L2-018
MH-L2-017
MH-L2-016
MH-L2-015
MH-L3-051
MH-L3-050
MH-L3-049
MH-L3-048
MH-L3-047
MH-L3-046
MH-L3-045
MH-L3-044
MH-M3-042
MH-M3-041
MH-L4-062
MH-L4-061
MH-L4-060
MH-L4-059 MH-L4-058
MH-L2-013
MH-L3-043
MH-K3-034
MH-K3-033
MH-K3-032
MH-L3-042
MH-L3-041MH-L3-040 MH-L3-039
MH-L3-037
MH-L3-036
MH-L3-035
MH-L3-034
MH-L3-033
MH-K3-031
MH-L3-032
MH-L3-031
MH-L3-030
MH-L3-029
MH-L3-028
MH-L3-027
MH-L3-026
MH-L3-025
MH-L3-024
MH-L3-023
MH-L3-022
MH-L3-021
MH-L3-020
MH-L3-019
MH-L3-018
MH-L3-017
MH-L3-016 MH-L3-015
MH-L3-014
MH-M3-022
MH-M3-021
MH-M3-020
MH-K3-028
MH-K3-027
MH-L3-013
MH-L3-012
MH-L3-011
MH-L3-010
MH-L3-009
MH-L3-008
MH-M3-018
MH-M3-017
MH-M3-016
MH-M3-015
MH-M3-014
MH-M3-013
MH-M3-012
MH-L3-007
MH-L3-006
MH-L4-041
MH-M3-011
MH-M4-038
MH-M4-037
MH-L4-036
MH-L3-005
MH-L4-024
MH-L3-004
MH-L3-003
MH-L4-023MH-L4-022
MH-L4-021
MH-L4-018
MH-L3-002
MH-K3-017
MH-K3-015
MH-L3-001
MH-K3-009
MH-K4-014
MH-K4-013
8''
0''
18''
15''
48''
10''
6''
12''
36''
6''
0''
6''
8''
8''
8''
8''
0''
6''
8''
8''
0''
8''
0''
8''
0''
15''
0''
0''
8''
12''
8''
0''
0''
8''
6''
8''
8''
8''
0''
10''
8''
0''
0''
0''
0''
0''
8''
8''
0''
0''
8''
8''
8''
8''
8''
12''
8''
0''
6''
0''
8''
8''
6''
0''
0''
18''
0''
0''
8''
10''
0''
8''
0''
18''
8''
0''
0''
15''
8''
8''
0''
8''
0''
18''
8''
8''
0''
8''
8''
0''
6''
0''
10''
0''
0''
6''
0''
8''
8''
0''
0''
8''
0''
8''
8''
15''
0''
8''
0''
0''
0''
10''
8''
0''
8''
8''
8''
10''
10''
8''
8''
0''
8''
8''
0''
0''
0''
18''
8'' 8''
8''
8''
0''
0''
8''
0''
0''
8''
0''
6''
MH-K4-044
MH-K2-020
MH-L2-014
MH-L3-038
MH-L4-020
MH-K3-016
MH-K4-012
MH-K4-011
O
PROJECT NOTES:

ESRI BASEMAP. MAP

DEVELOPED FOR SANITARY
SEWER FACILITY MANAGEMENT.

NOT TO BE USED FOR DESIGN
OR CONSTUCTION.

PUBLISHED MAY 2022.

SEWER REPAIRS
ATLAS
1 inch = 300 Feet
I1 I6 I8I3 I9I7I5I4I2
J1 J6 J8J3 J9J5J4J2 J7
L6 L8L3L1 L2 L9L7L5L4
F6 F8F3F1 F2 F9F5F4 F7
B1 B6 B8B3 B9B7B5B4B2
K6
E6
A6
K8K3K1
E8E3E1
A8A3A1
P6 P8P3P1
K9K7K5K4K2
E9E7E5E4E2
A9A7A5A4A2
P9P7P5P4P2
H9
N6 N8N3N1
D6 D8D3D1
N9N7N5N4N2
D9D7D5D4D2
R6
H6
C6
R8R3R1
H8H3H1
C8C3C1
R9R7R5R4R2
H7H5H4H2
C9C7C5C4C2
Q6 Q8Q3Q1
G6G3G1
Q9Q7Q5Q4Q2
G9G5G4G2
O6
G8
O8O3O1
G7
O2 O9O7O5O4
M6 M8M3M1 M2 M9M7M5M4
I10
J10
L10
F10
B10
P10
K10
E10
A10
N10
D10
C10
R10
H10
G10
Q10
O10
M10
SHEET:

L3
Legend
3Ú SS Lift Stations
!!2 City Manholes
!!2 Manhole Repair
Sewer Mains
Sewer Repairs
High Priority
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2 !!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2!!2
!!2
!!2
!!2
!!2
!!2
!!2
!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2!!2
!!2
!!2
!!2
!!2
!!2
!!2
!!2
!
King St.

Major pipe sags
MH L5-033 - MH L5-039
Wood St.

Pipe sags, entire area needs reconfiguration
MH L5-029 - MH L5-027
Mark Thomas 2017 Evaluation: E Market St.

New frame & cover, lining interior of manhole
(L4-002 and L4-004)
MH-L5-050
MH-K4-030
MH-L5-048
MH-L5-047
MH-L5-046
MH-L4-055
MH-L4-053
MH-L4-052
MH-L5-045
MH-K5-013
MH-M5-028
MH-M5-027
MH-L5-044
MH-L5-043
MH-M6-043
MH-K6-047
MH-K6-046
MH-L5-041
MH-L5-040
MH-L5-039
MH-L5-037
MH-L5-036
MH-L5-035
MH-L5-034
MH-L5-033
MH-L5-032
MH-L5-031
MH-L5-030
MH-L5-028
MH-L5-027
MH-L6-039
MH-L5-026
MH-L5-025
MH-L5-024
MH-L6-032
MH-L6-031
MH-K6-022
MH-M5-017
MH-L5-022
MH-L6-011
MH-L5-021
MH-L5-020
MH-L5-019
MH-L5-018
MH-L4-049MH-L4-048
MH-M5-015
MH-M5-014
MH-M5-013
MH-M6-015
MH-M6-014
MH-L5-017
MH-M4-006
MH-L4-014
MH-L5-016
MH-L5-014
MH-L5-013
MH-L5-012
MH-L5-011
MH-L5-010
MH-L5-009
MH-M5-002
MH-L5-008
MH-L5-007
MH-L5-006
MH-L5-005
MH-L5-004
MH-L5-003
MH-L5-002
MH-L5-001
MH-K5-004
MH-K5-003
MH-K6-012
MH-K6-011
MH-L4-004
MH-M4-004
MH-L4-003
MH-M4-002
MH-L4-001
8''
12''
24''
10''
6''
0''
18''
15''
10''
6''
8''
12''
6''
8''
6''
6''
6''
6''
6''
6''
6''
10''
6''
12''
6''
6''
6''
6''
10''
8''
6''
8''
8''
10''
6''
6''
8''
8''
6''
10''
6''
8''
6''
6''
6''
6''
8''
0''
6''
6''
12''
6''
10''
8''
6''
8''
12''
8''
0''
15''
12''
6''
8''
10''
6''
6''
0''
8''
6''
8''
6''8''
12''
6''
0''
6''
6''
15''
6''
0''
10''
8''
8''
0''
0''
12''
12''
0''
10''
6''
12''
12''
6''
10''
10''
8''
8''
12''
10''
6''
6''
6''
12''
6''
24''
10''
6''
6''
MH-L4-056
MH-L6-049
MH-L5-042
MH-L5-038
MH-L5-029
MH-L5-023
MH-L5-015MH-L4-002
O
PROJECT NOTES:

ESRI BASEMAP. MAP

DEVELOPED FOR SANITARY
SEWER FACILITY MANAGEMENT.