Agenda Packet — Salinas City Council, May 2, 2023 (part 2 of 3)

Upstream manhole No: Downstream manhole No:

Weather: Surveyed by:

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 US: Depth DS: Extra:

Distance Length Code Reversed Clock Pos. Severity Rating Category Comment Observations

0.0 START WITH
FLOW
No /

0.0 AMH No START OF

INSPECTION
/

0.0 MWL No /
Observations with Still Images and Scores Wednesday, December 31, 2008 11:34 PM Page 1 of 6 Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment

0.0 DAGS No 7 5 / O&M
Observations with Still Images and Scores Wednesday, December 31, 2008 11:34 PM Page 2 of 6 Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment

5.0 MWL No /
Observations with Still Images and Scores Wednesday, December 31, 2008 11:34 PM Page 3 of 6 Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment 310.7 CM No 7 5/ Structural
Observations with Still Images and Scores Wednesday, December 31, 2008 11:34 PM Page 4 of 6 Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:34 PM Page 5 of 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 /
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:34 PM Page 6 of 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:

Weather: Surveyed by:

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 US: Depth DS: Extra:

Distance Length Code Reversed Clock Pos. Severity Rating Category Comment Observations

0.0 START WITH
FLOW
No /

0.0 AMH No START OF

INSPECTION
/

0.0 MWL No /
Observations with Still Images and Scores Wednesday, December 31, 2008 11:35 PM Page 1 of 7

35.7 MWM No / O&M

45.1 IR No 3 / O&M AT J.C.

Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:35 PM Page 2 of 7

64.1 DAGS No 12 / O&M

70.7 MWL No /

78.6 MWLS No / Structural
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:35 PM Page 3 of 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 /
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:35 PM Page 4 of 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
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:35 PM Page 5 of 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
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:35 PM Page 6 of 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 /
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:35 PM Page 7 of 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:

Weather: Surveyed by:

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 US: Depth DS: Extra:

Distance Length Code Reversed Clock Pos. Severity Rating Category Comment Observations

0.0 START WITH
FLOW
No /

0.0 AMH No START OF

INSPECTION
/

0.0 MWL No /
Observations with Still Images and Scores Wednesday, December 31, 2008 11:35 PM Page 1 of 5

0.0 DAGS No 7 / O&M

0.0 DAGS No 5 / O&M

39.6 MWM No / O&M
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:35 PM Page 2 of 5

46.0 MWL No /
122.4 MWM No / O&M
132.7 MWLS No / Structural
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:35 PM Page 3 of 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 /
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:35 PM Page 4 of 5 Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:35 PM Page 5 of 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:

Weather: Surveyed by:

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 US: Depth DS: Extra:

Distance Length Code Reversed Clock Pos. Severity Rating Category Comment Observations

0.0 START WITH
FLOW
No /

0.0 AMH No START OF

INSPECTION
/

0.0 MWL No /
Observations with Still Images and Scores Wednesday, December 31, 2008 11:35 PM Page 1 of 3

0.0 DAGS No 7 / O&M

0.0 DAGS No 5 / O&M

7.9 MWM No / O&M
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:35 PM Page 2 of 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 /
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:35 PM Page 3 of 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:

Weather: Surveyed by:

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 US: Depth DS: Extra:

Distance Length Code Reversed Clock Pos. Severity Rating Category Comment Observations

0.0 START WITH
FLOW
No /
Observations with Still Images and Scores Wednesday, December 31, 2008 11:35 PM Page 1 of 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:

Weather: Surveyed by:

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 US: Depth DS: Extra:

Distance Length Code Reversed Clock Pos. Severity Rating Category Comment Observations

0.0 START WITH
FLOW
No /

0.0 AMH No START OF

INSPECTION
/

0.0 MWL No /
Observations with Still Images and Scores Wednesday, December 31, 2008 11:35 PM Page 1 of 5

0.0 RFC No 11 3 / O&M @ USMH

26.1 DAGS No 7 / O&M

26.1 DAGS No 5 / O&M
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:35 PM Page 2 of 5

54.7 MWLS No / Structural
152.1 MWLS No / Structural
152.1 MCU No / O&M
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:35 PM Page 3 of 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 /
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:35 PM Page 4 of 5 350.1 AMH No DSMH REACHED,

CLEANING LENSE

THEN WILL INSPECT
GOING UPSTREAM.
/
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:35 PM Page 5 of 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:

Weather: Surveyed by:

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 US: Depth DS: Extra:

Distance Length Code Reversed Clock Pos. Severity Rating Category Comment Observations

0.0 START WITH
FLOW
No /

0.0 AMH No START OF

INSPECTION
/

0.0 MWL No /
Observations with Still Images and Scores Wednesday, December 31, 2008 11:39 PM Page 1 of 8

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

O'CLOCK
/

0.0 DAGS No 7 5 / O&M
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:39 PM Page 2 of 8

15.7 MWL No /

82.4 MWM No / O&M
107.5 MWLS No / Structural
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:39 PM Page 3 of 8 127.9 MWM No / O&M
155.0 MWLS No / Structural
158.8 MWM No / O&M
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:39 PM Page 4 of 8 226.7 MWL No /
226.7 MWM No / O&M
276.3 MWL No /
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:39 PM Page 5 of 8 276.8 MWM No / O&M
311.3 MWM No / O&M
315.0 MWLS No / Structural
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:39 PM Page 6 of 8 327.3 MWL No /
327.3 MWM No / O&M
348.0 MGO No / DSMH CHANNEL
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:39 PM Page 7 of 8 349.1 AMH No / END OF INSPECTION
349.1 DAGS No 7 5 / O&M
349.1 STOP No /
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:39 PM Page 8 of 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:

Weather: Surveyed by:

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 US: Depth DS: Extra:

Distance Length Code Reversed Clock Pos. Severity Rating Category Comment Observations

0.0 START WITH
FLOW
No /

0.0 AMH No START OF

INSPECTION
/

0.0 MWL No /
Observations with Still Images and Scores Wednesday, December 31, 2008 11:35 PM Page 1 of 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.
/
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:35 PM Page 2 of 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:

Weather: Surveyed by:

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 US: Depth DS: Extra:

Distance Length Code Reversed Clock Pos. Severity Rating Category Comment Observations

0.0 START WITH
FLOW
No /

0.0 AMH No START OF

INSPECTION
/

0.0 MWL No /
Observations with Still Images and Scores Wednesday, December 31, 2008 11:39 PM Page 1 of 3

5.0 DAGS No 7 5 / O&M

20.3 MWM No / O&M
309.6 MWLS No / Structural
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:39 PM Page 2 of 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 /
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:39 PM Page 3 of 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:

Weather: Surveyed by:

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 US: Depth DS: Extra:

Distance Length Code Reversed Clock Pos. Severity Rating Category Comment Observations

0.0 START WITH
FLOW
No /

0.0 AMH No START OF MACP

INSPECTION
/

0.0 MWL No START OF MACP

INSPECTION
/
Observations with Still Images and Scores Wednesday, December 31, 2008 11:33 PM Page 1 of 5

0.7 SSS No 4 / Structural CMI

0.7 CL No 3 / Structural CMI

0.7 CL No 5 / Structural CMI
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:33 PM Page 2 of 5

0.7 SAV No 12 12 / Structural CMI

5.0 ISSR No 2 10 / O&M COI

7.2 SSS No 1 / Structural WI
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:33 PM Page 3 of 5

7.2 SSS No 4 / Structural WI

8.7 AMH No END OF MACP

8.7 ISSR No 2 10 / O&M

8.7 STOP No /
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:33 PM Page 5 of 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:

Weather: Surveyed by:

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 US: Depth DS: Extra:

Distance Length Code Reversed Clock Pos. Severity Rating Category Comment Observations

0.0 START WITH
FLOW
No /

0.0 AMH No START OF MACP

INSPECTION
/

0.0 MWL No START OF MACP

INSPECTION
/
Observations with Still Images and Scores Wednesday, December 31, 2008 11:33 PM Page 1 of 3

0.5 SAV No 12 12 / Structural CMI

4.0 ISSR No 12 12 / O&M COI

4.0 MGO No COI- APPEARS TO BE
PATCHED.
/
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:33 PM Page 2 of 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 /
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:33 PM Page 3 of 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:

Weather: Surveyed by:

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 US: Depth DS: Extra:

Distance Length Code Reversed Clock Pos. Severity Rating Category Comment Observations

0.0 START WITH
FLOW
No /

0.0 AMH No Start of MACP

INSPECTION
/

0.0 MWL No / MACP INSPECTION
Observations with Still Images and Scores Wednesday, December 31, 2008 11:33 PM Page 1 of 2

13.9 AMH No END OF MACP

INSPECTION
/

13.9 STOP No /
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:33 PM Page 2 of 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:

Weather: Surveyed by:

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 US: Depth DS: Extra:

Distance Length Code Reversed Clock Pos. Severity Rating Category Comment Observations

0.0 START WITH
FLOW
No /

0.0 AMH No START OF MACP

INSPECTION
/

0.0 MWL No START OF MACP

INSPECTION
/
Observations with Still Images and Scores Wednesday, December 31, 2008 11:33 PM Page 1 of 4 Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment

0.0 MGO No SURROUNDING

CONCRETE COLLAR
BROKEN FROM 12 TO
12 /
Observations with Still Images and Scores Wednesday, December 31, 2008 11:33 PM Page 2 of 4 Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment

0.5 HSV No 12 12 CMI- SEAL BETWEEN

CONE AND FRAME
BROKEN .
/ Structural
Observations with Still Images and Scores Wednesday, December 31, 2008 11:33 PM Page 3 of 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 /
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:33 PM Page 4 of 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:

Weather: Surveyed by:

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 US: Depth DS: Extra:

Distance Length Code Reversed Clock Pos. Severity Rating Category Comment Observations

0.0 START WITH
FLOW
No /

0.0 AMH No START OF MACP

INSPECTION
/

0.0 MWL No START OF MACP

INSPECTION
/
Observations with Still Images and Scores Wednesday, December 31, 2008 11:33 PM Page 1 of 3

0.0 MGO No SURROUNDING

CONCRETE COLLAR
BROKEN FROM 9 TO 3

O' CLOCK
/

0.5 B No 12 12 / Structural
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:33 PM Page 2 of 3

9.0 IS No 7 4 /

13.4 AMH No END OF MACP

INSPECTION
/

13.4 STOP No /
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:33 PM Page 3 of 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:

Weather: Surveyed by:

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 US: Depth DS: Extra:

Distance Length Code Reversed Clock Pos. Severity Rating Category Comment Observations

0.0 START WITH
FLOW
No /

0.0 AMH No START OF MACP

INSPECTION
/

0.0 MWL No START OF MACP

INSPECTION
/
Observations with Still Images and Scores Wednesday, December 31, 2008 11:33 PM Page 1 of 4

0.0 IS No 12 12 FRAME- CMI -

HEAVILY CORRODED
/

0.0 STOP No /
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:33 PM Page 2 of 4 Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment

0.8 SAV No 12 12 / Structural
Observations with Still Images and Scores Wednesday, December 31, 2008 11:33 PM Page 3 of 4

17.9 AMH No / END OF INSPECTION

17.9 SAV No 12 12 / Structural
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:33 PM Page 4 of 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:

Weather: Surveyed by:

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 US: Depth DS: Extra:

Distance Length Code Reversed Clock Pos. Severity Rating Category Comment Observations

0.0 START WITH
FLOW
No /

0.0 AMH No START OF MACP

INSPECTION
/

0.0 MWL No START OF MACP

INSPECTION
/
Observations with Still Images and Scores Wednesday, December 31, 2008 11:33 PM Page 1 of 7

0.0 SCP No 12 12 FRAME - CMI -

HEAVILY CORRODED

AND BUBBLING
/ Structural

0.0 MGO No / MORTAR SEAL LOOSE
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:33 PM Page 2 of 7 Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment

0.5 MMM No 7 9 / Structural
Observations with Still Images and Scores Wednesday, December 31, 2008 11:33 PM Page 3 of 7 Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment

4.0 DAGS No 12 12 POSSIBLE EVIDENCE

OF SURCHARGE
/ O&M
Observations with Still Images and Scores Wednesday, December 31, 2008 11:33 PM Page 4 of 7 Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment

9.5 MGO No APPARENT FREQUENT

SURCHARGE BASED

OFF OF HEAVY
GREASE LINE.
/
Observations with Still Images and Scores Wednesday, December 31, 2008 11:33 PM Page 5 of 7 Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment

9.5 MGO No HEAVY DEBRIS ON

SHELF DUE TO

SURCHARGE
/
Observations with Still Images and Scores Wednesday, December 31, 2008 11:33 PM Page 6 of 7

9.5 DAGS No 12 12 / O&M

19.9 AMH No END OF MACP

INSPECTION
/

19.9 STOP No /
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:33 PM Page 7 of 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:

Weather: Surveyed by:

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 US: Depth DS: Extra:

Distance Length Code Reversed Clock Pos. Severity Rating Category Comment Observations

0.0 START WITH
FLOW
No /

0.0 AMH No START OF MACP

INSPECTION
/

0.0 MWL No START OF MACP

INSPECTION
/
Observations with Still Images and Scores Wednesday, December 31, 2008 11:33 PM Page 1 of 4

0.0 IS No 12 12 FRAME - CMI - HEAVY

CORROSION
/

0.8 SAP No 12 12 / Structural

0.8 ISSR No 12 12 / O&M
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:33 PM Page 3 of 4

15.9 SAP No 12 12 / Structural

15.9 ISSR No 12 12 / O&M

15.9 AMH No END OF MACP

INSPECTION
/
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:33 PM Page 4 of 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:

Weather: Surveyed by:

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 US: Depth DS: Extra:

Distance Length Code Reversed Clock Pos. Severity Rating Category Comment Observations

0.0 START WITH
FLOW
No /

0.0 AMH No START OF MACP

INSPECTION
/

0.0 MWL No START OF MACP

INSPECTION
/
Observations with Still Images and Scores Wednesday, December 31, 2008 11:33 PM Page 1 of 8 Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment

0.0 IS No 12 12 FRAME - CMI - HEAVY

CORROSION
/
Observations with Still Images and Scores Wednesday, December 31, 2008 11:33 PM Page 2 of 8 Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment

0.0 SAP No 12 12 / Structural
Observations with Still Images and Scores Wednesday, December 31, 2008 11:33 PM Page 3 of 8

4.4 SAM No 6 AGGREGATE MISSING

AROUND INCOMING
4" VCP
/ Structural

8.4 MGO No EVIDENCE OF

SURCHARGE
/
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:33 PM Page 4 of 8 Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment

8.4 IS No 1 COMING FROM JOINT

CONNECTION
/
Observations with Still Images and Scores Wednesday, December 31, 2008 11:33 PM Page 5 of 8 Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment

10.0 DAGS No 7 / O&M
Observations with Still Images and Scores Wednesday, December 31, 2008 11:33 PM Page 6 of 8 Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment

15.6 MGO No EVIDENCE OF

SURCHARGE ON
BENCH
/
Observations with Still Images and Scores Wednesday, December 31, 2008 11:33 PM Page 7 of 8

17.6 SAP No 12 12 / Structural

17.6 AMH No END OF MACP

INSPECTION
/

17.6 STOP No /
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:33 PM Page 8 of 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:

Weather: Surveyed by:

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 US: Depth DS: Extra:

Distance Length Code Reversed Clock Pos. Severity Rating Category Comment Observations

0.0 START WITH
FLOW
No /

0.0 AMH No START OF MACP

INSPECTION
/

0.0 MWL No START OF

INSPECTION
/
Observations with Still Images and Scores Wednesday, December 31, 2008 11:33 PM Page 1 of 5 Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment

0.5 B No 12 12 / Structural RING BROKEN
Observations with Still Images and Scores Wednesday, December 31, 2008 11:33 PM Page 2 of 5 Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment

0.5 RMJ No 12 12/ O&M
Observations with Still Images and Scores Wednesday, December 31, 2008 11:33 PM Page 3 of 5 Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:33 PM Page 4 of 5

25.0 RMJ No 12 12 / O&M

25.0 AMH No END OF MACP

INSPECTION
/

25.0 STOP No /
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:33 PM Page 5 of 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:

Weather: Surveyed by:

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 US: Depth DS: Extra:

Distance Length Code Reversed Clock Pos. Severity Rating Category Comment Observations

0.0 START WITH
FLOW
No /

0.0 AMH No START OF MACP

INSPECTION
/

0.0 MWL No START OF MACP

1.0 MGO No CMI - GRADE RINGS

NOT SEALED
/
Observations with Still Images and Scores Wednesday, December 31, 2008 11:34 PM Page 2 of 4

1.0 HVV No 1 3 / Structural

11.8 AMH No END OF MACP

11.9 STOP No /
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:34 PM Page 4 of 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:

Weather: Surveyed by:

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 US: Depth DS: Extra:

Distance Length Code Reversed Clock Pos. Severity Rating Category Comment Observations

0.0 START WITH
FLOW
No /

0.0 AMH No START OF MACP

INSPECTION
/

0.0 MWL No START OF MACP

INSPECTION
/
Observations with Still Images and Scores Wednesday, December 31, 2008 11:39 PM Page 1 of 6 Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment

0.0 MGO No FRAME HEAVILY

CORRODED
/
Observations with Still Images and Scores Wednesday, December 31, 2008 11:39 PM Page 2 of 6 Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment

0.8 SAP No 12 12 / Structural CMI
Observations with Still Images and Scores Wednesday, December 31, 2008 11:39 PM Page 3 of 6 Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:39 PM Page 4 of 6 Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:39 PM Page 5 of 6

5.3 SAP No 12 12 / Structural CMI - CHANNEL

5.3 AMH No END OF MACP

INSPECTION
/

5.3 STOP No /
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:39 PM Page 6 of 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:

Weather: Surveyed by:

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 US: Depth DS: Extra:

Distance Length Code Reversed Clock Pos. Severity Rating Category Comment Observations

0.0 START WITH
FLOW
No /

0.0 AMH No START OF MACP

INSPECTION
/

0.0 MWL No START OF MACP

INSPECTION
/
Observations with Still Images and Scores Wednesday, December 31, 2008 11:39 PM Page 1 of 6

0.0 MGO No FRAME HEAVILY

CORRODED
/

0.8 DAGS No 12 12 GREASY FILM

COVERING ENTIRE
MANHOLE.
/ O&M
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:39 PM Page 2 of 6 Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment

0.8 SAV No 12 12/ Structural
Observations with Still Images and Scores Wednesday, December 31, 2008 11:39 PM Page 3 of 6 Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:39 PM Page 4 of 6

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

8.7 SAV No 12 12 / Structural CMI - CHANNEL
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:39 PM Page 5 of 6

8.7 AMH No END OF MACP

INSPECTION
/

8.7 STOP No /
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:39 PM Page 6 of 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:

Weather: Surveyed by:

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 US: Depth DS: Extra:

Distance Length Code Reversed Clock Pos. Severity Rating Category Comment Observations

0.0 START WITH
FLOW
No /

0.0 AMH No START OF MACP

INSPECTION
/

0.0 MWL No START OF MACP

INSPECTION
/
Observations with Still Images and Scores Wednesday, December 31, 2008 11:39 PM Page 1 of 5 Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment

0.5 SAM No 12 12 / Structural COI TO CHANNEL
Observations with Still Images and Scores Wednesday, December 31, 2008 11:39 PM Page 2 of 5 Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:39 PM Page 3 of 5 Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:39 PM Page 4 of 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 /
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:39 PM Page 5 of 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:

Weather: Surveyed by:

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 US: Depth DS: Extra:

Distance Length Code Reversed Clock Pos. Severity Rating Category Comment Observations

0.0 START WITH
FLOW
No /

0.0 AMH No START OF MACP

INSPECTION
/

0.0 MWL No START OF MACP

INSPECTION
/
Observations with Still Images and Scores Wednesday, December 31, 2008 11:35 PM Page 1 of 4 Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment

0.0 B No 2 3 / Structural FRAME BROKEN
Observations with Still Images and Scores Wednesday, December 31, 2008 11:35 PM Page 2 of 4 Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment

0.0 MGO No MANHOLE APPEARS

TO HAVE AN EPOXY
TYPE OF COATING.
/
Observations with Still Images and Scores Wednesday, December 31, 2008 11:35 PM Page 3 of 4

11.1 AMH No END OF MACP

INSPECTION
/

11.1 STOP No /
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:35 PM Page 4 of 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:

Weather: Surveyed by:

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 US: Depth DS: Extra:

Distance Length Code Reversed Clock Pos. Severity Rating Category Comment Observations

0.0 START WITH
FLOW
No /

0.0 AMH No START OF MACP

INSPECTION
/

0.0 MWL No START OF MACP

0.0 MGO No FRAME CORRODED /

MANHOLE HAS

FIBERGLASS LINER
/
Observations with Still Images and Scores Wednesday, December 31, 2008 11:39 PM Page 2 of 5 Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment

0.5 DAGS No 12 12 / O&M GREASY FILM
Observations with Still Images and Scores Wednesday, December 31, 2008 11:39 PM Page 3 of 5 Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment

13.0 SAM No 12 12 / Structural CHANNEL
Observations with Still Images and Scores Wednesday, December 31, 2008 11:39 PM Page 4 of 5

13.0 DAGS No 12 12 / O&M

13.0 AMH No END OF MACP

INSPECTION
/

13.0 STOP No /
Rating Category
CUES, Inc.
3600 Rio Vista Avenue
Orlando, FL 32805
Phone: 407-849-0190
Fax: 407-425-1569
Distance Length Code Reversed Clock Pos. Severity Comment Observations with Still Images and Scores Wednesday, December 31, 2008 11:39 PM Page 5 of 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 MH-D5-010 -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-D5-005 MH-D5-006 MH-D5-007
MH-D5-004
MH-D5-003 8''
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 I2 I3 I4 I5 I6 I7 I8 I9
J1 J2 J3 J4 J5 J6 J7 J8 J9
L1 L2 L3 L4 L5 L6 L7 L8 L9
F1 F2 F3 F4 F5 F6 F7 F8 F9
B1 B2 B3 B4 B5 B6 B7 B8 B9
K6
E6
A6
K1 K3 K8
E1 E3 E8
A1 A3 A8
P1 P3 P6 P8
K2 K4 K5 K7 K9
E2 E4 E5 E7 E9
A2 A4 A5 A7 A9
P2 P4 P5 P7 P9
H9
N1 N3 N6 N8
D1 D3 D6 D8
N2 N4 N5 N7 N9
D2 D4 D5 D7 D9
R6
H6
C6
R1 R3 R8
H1 H3 H8
C1 C3 C8
R2 R4 R5 R7 R9
H2 H4 H5 H7
C2 C4 C5 C7 C9
Q1 Q3 Q6 Q8
G1 G3 G6
Q2 Q4 Q5 Q7 Q9
G2 G4 G5 G9
O6
G8
O1 O3 O8
G7
O2 O4 O5 O7 O9
M1 M2 M3 M4 M5 M6 M7 M8 M9
I10
J10
L10
F10
B10
P10
K10
E10
A10
N10
D10
C10
R10
H10
G10
Q10
O10
M10
SHEET:

C5
Legend
Ú3 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!!
Ú3 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 MH-D4-052 -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 MH-D4-034 -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.

D4
Legend
Ú3 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-G3-048 MH-G3-049
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 MH-G3-041 -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.

G3
Legend
Ú3 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-H6-021 MH-H6-022
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.

G6
Legend
Ú3 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-G5-030 M MH-G4-033 H-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-H4-046 MH-H4-047
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-H3-032 MH-H3-033
MH-H3-031
MH-H3-028
MH-H3-027
MH-H3-026
MH-H4-013
MH-I4-006
MH-H4-012 MH-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-H4-002 MH-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''
8''
8''
8''
8''
8''
8''
8''
8''
8''
10''
8''
8''
8''
8''
8''
8''
8''
8''
8''
8''
8''
8''
8''
8''
8''
8''
8''
8''
8''
8''
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.

H4
Legend
Ú3 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-I4-018 MH-I4-017
MH-I4-016
MH-I4-015
MH MH-I3-047 -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-I3-028 MH-I3-027
MH-I3-026
MH-I3-025
MH-I3-024 MH-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-H4-005 MH-H4-010
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.

I3
Legend
Ú3 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!!
Ú3
Ú3
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-J4-004 MH-J4-005
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.

J4
Legend
Ú3 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.

J6
Legend
Ú3 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-J2-048 MH-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-K2-028 MH-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.

K2
Legend
Ú3 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!
Ú3
Ú3
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-K5-021 MH-K5-020
MH-K4-058
MH-K4-057 MH-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
M MH-K3-042 H-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-K4-040 MH-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.

K4
Legend
Ú3 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-K5-021 MH-K5-020
MH-K4-058
MH-K4-057 MH-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.

K5
Legend
Ú3 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.

K7
Legend
Ú3 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-K8-021 MH-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-J8-006 MH-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-K8-002 MH-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.

K8
Legend
Ú3 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!!
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-L3-040 MH-L3-041 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-L4-022 MH-L4-023
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.

L3
Legend
Ú3 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-L4-049 MH-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-L5-015 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.

L5
Legend
Ú3 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!!
Williams Road
Pipe sags
MH L7-009 - MH M7-006
E. Laurel Dr. at 105 Oregon St.

Pipe sags, broken pipe
MH K7-011 - MH K7-014
MH-L8-048
MH-L7-041
MH-M7-021
MH-L7-039
MH-L7-038
MH-L7-037 MH-L7-036
MH-L7-035
MH-L7-034
MH-L7-033
MH-L7-032
MH-L7-031
MH-M7-018 MH-M8-019
MH-L8-037
MH-L7-030
MH-M7-017
MH-L6-048
MH-L7-029
MH-L7-028
MH-L7-027
MH-L7-026
MH-L6-045
MH-L6-044
MH-L7-025
MH-L7-024
MH-K7-035
MH-K6-053
MH-L6-034
MH-L6-033
MH-L7-023
MH-L7-022
MH-K8-027
MH-K8-025
MH-L7-021
MH-L7-020
MH-K7-032
MH-L7-019
MH-L7-018
MH-L7-017
MH-L8-035
MH-L8-034
MH-L7-016
MH-L7-015
MH-L7-014
MH-L7-013
MH-M7-015
MH-L7-012
MH-L7-011
MH-L6-029
MH-L7-010
MH-K6-017
MH-L6-019
MH-M7-013
MH-M7-012
MH-M8-018
MH-L8-033
MH-M8-016 MH-M7-006
MH-L7-009
MH-L7-008
MH-L6-007
MH-L6-006
MH-L6-005
MH-L6-004
MH-L7-007
MH-K7-019
MH-L7-006
MH-K7-013
MH-L7-005
MH-L7-004
MH-L7-003
MH-L7-002
MH-L7-001
MH-K7-005
MH-K7-003
6''
8''
12''
10''
36''
0''
15''
6''
8''
6''
6''
8''
10''
8''
6''
6''
6''
6''
6''
6''
6''
8''
6''
10''
10''
8''
6''
6''
6''
8''
6''
6''
6''
6''
8''
6''
6''
8''
6''
6''
6''
6''
8''
6''
6''
6''
8''
6''
6''
6''
6''
6''
10''
6''
6''
8''
6''
10''
6''
6''
10''
6''
6''
6''
6''
6''
8''
6''
6''
6''
6''
6''
6''
6''
6''
6''
6''
6''
10'' 10''
6''
6'' 10''
6''
6''
10''
6''
6''
8''
8''
6''
6''
10''
8''
6''
12'' 12''
6''
8''
6'' 6''
6''
6''
8''
6''
6''
8''
6''
6''
6''
6''
6''
6''
8''
6''
6''
6''
6''
6''
8''
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.

L7
Legend
Ú3 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!!
555 Riker Street
Missing pipe at manhole
MH M3-035
West Acacia St.

Pipe issue joints, roots
MH N3-029 - F.I.

Acacia Cir. North
Pipe sags
MH N3-039 - F.I.

MH-M4-061
MH-M3-050
MH-M3-049
MH-M3-048
MH-L3-058
MH-M2-029
MH-M2-026
MH-M3-046
MH-M2-025 MH-M2-024
MH-M2-023
MH-M3-045
MH-M3-044
MH-M3-043
MH-L3-052
MH-N2-013
MH-M2-022
MH-N3-056
MH-L3-044
MH-M3-042
MH-M3-041
MH-M3-040
MH-M3-039
MH-M3-038
MH-M3-037
MH-M4-058
MH-M4-057
MH-M4-055
MH-M4-054
MH-M4-053
MH-M4-052 MH-M4-051 MH-M4-050
MH-M4-049
MH-M4-041
MH MH-N3-052 -N3-051
MH-N3-040
MH-M3-036
MH-M3-035
MH-M3-034
MH-M3-033
MH-M3-032
MH-M3-031
MH-M3-030
MH-L3-021
MH-L3-020
MH-L3-016 MH-L3-015
MH-L3-014
MH-M3-028
MH-M3-027
MH-M3-026
MH-M3-025
MH-M3-024
MH-N3-039
MH-N3-038
MH-M3-023
MH-M3-022
MH-M3-021
MH-M3-020
MH-N3-032
MH-N3-031 MH-N3-019
MH-N3-018
MH-N3-011
MH-M3-019
MH-M3-018
MH-M3-017
MH-M3-016
MH-M3-015
MH-M3-014
MH-M3-013
MH-M3-012
MH-M3-011
MH-M3-010
MH MH-M4-040 -M3-009
MH-M4-039
MH-M4-038
MH-M4-037
MH-L4-036
MH-L3-005
MH-L4-024
MH-L3-004
MH-L4-018
MH-M3-008
MH-M3-007
MH-M3-006
MH-M3-005
MH-M2-021
MH-M3-004
MH-N3-007
MH-M3-003
MH-M3-002
MH-M3-001
MH-M2-001
0''
18''
6''
15''
8'' 10''
12''
8''
8''
8''
0''
8''
8''
8''
8''
12''
8''
8''
18''
12''
0''
18''
12''
8''
0''
0''
8''
0''
8''
8''
8''
0''
8''
0''
0''
8''
0''
0''
6''
15''
12''
8''
12''
8''
8''
12''
15''
12''
0''
0''
0''
8''
0''
0''
0''
8''
0'' 0''
8''
0''
8''
8''
0''
0''
8''
8''
0''
10''
8''
0''
18''
8''
0''
8''
12''
0''
10''
8''
10''
8''
0''
8''
8''
0''
8''
8''
10'
8 '
''
0''
0''
8''
8''
8''
8''
12''
10'' 0''
8''
12''
0''
10''
0''
0''
10''
0''
10'' 10''
18''
8''
0''
8'
8 '
''
18''
8''
8''
0''
0''
0''
8''
8''
8''
0''
0''
8''
0''
8''
8''
0''
8''
10''
MH-M3-047
MH-M3-029
MH-N3-028
O
PROJECT NOTES:

ESRI BASEMAP. MAP

DEVELOPED FOR SANITARY
SEWER FACILITY MANAGEMENT.

NOT TO BE USED FOR DESIGN
OR CONSTUCTION.

PUBLISHED MAY 2022.

M3
Legend
Ú3 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!
Mark Thomas 2017 Evaluation: Katherine
Corrosion, broken cover, need new frame
cover, reline, new bench & channelize
MH O4-005
Mark Thomas 2017 Evaluation: Pajaro St.

Corrosion, broken cover, rechannel,
needs new manhole
MH O4-006
Woodside Dr.

Pipe sags
MH O3-016 - MH O3-015
West Acacia St.

Pipe issue joints, roots
MH N3-029 - F.I.

Acacia Cir. North
Pipe sags
MH N3-039 - F.I.

Bautista Dr.

Pipe sags
MH N3-060 - MH N3-014
MH-M3-049
MH-N3-067
MH-N3-066
MH-M3-047
MH-M2-029
MH-O2-011
MH-N3-063
MH-N2-020
MH-N2-017
MH-N2-013
MH-M2-022
MH-N3-062
MH-N2-012
MH-N2-011
MH-N3-061
MH-N3-060
MH-N3-059
MH-N3-058
MH-N3-057
MH-N3-056
MH-M4-055
MH-N3-055
MH-N3-054
MH-N3-053
MH-M4-041
MH-N4-029
MH MH-N3-052 -N3-051
MH-N3-050
MH-N3-049
MH-N3-048
MH-N3-047
MH-N3-046
MH-N3-045
MH-N4-028
MH-N4-027
MH-N3-044
MH-N4-026
MH-O4-035
MH-N4-008
MH-N3-043
MH-N3-041 MH-N3-042
MH-N3-040
MH-M3-036
MH-M3-035
MH-N3-039
MH-N3-038
MH-N3-037
MH-N3-036
MH-O3-017
MH-O3-016
MH-O3-015
MH-N3-035
MH-N3-034
MH-N3-033
MH-N3-032
MH-N3-031
MH-N3-030
MH-N3-027
MH-N3-026
MH-N3-025
MH-N3-024
MH-O3-014
MH-O3-013
MH-N3-023
MH-N3-022
MH-N3-021
MH-N3-020
MH-N3-019
MH-N3-018
MH-N3-017
MH-N3-016 MH-N3-015
MH-N3-014
MH-N3-013
MH-N3-012
MH-O3-011
MH-N3-011
MH-N4-006
MH-N2-009
MH-O2-001
MH-N3-010
MH-N3-009
MH-N3-008
MH-N3-007
MH-M3-003
MH-M3-002
MH-N3-006
MH-N3-005
MH-O3-001
MH-N3-004
MH-N3-003
MH-N3-002
MH-N3-001
MH-N4-005 MH-N4-004
MH-O4-006
MH-O4-005
MH-N4-003
MH-N4-002
8''
0''
21''
10''
6''
18''
12''
-1''
8'' 8''
8''
8''
8''
8''
8''
0''
8''
12''
12'' 8''
0''
6''
8'' 8''
0''
8''
6''
8''
8''
10''
12''
8''
8''
0''
0''
0''
0''
0''
6''
8''
8''
0''
8''
6''
6''
8''
0''
8''
0''
6''
12''
8''
8''
0''
12''
8''
18''
8''
8''
18''
8''
0''
0''
6''
8''
6''
6''
21''
21''
0''
8''
8''
8''
8''
8''
18''
18''
0''
8''
8''
21''
12''
8''
18'' -1''
0''
8''
8''
0''
8''
0''
8''
8''
8''
8''
18''
0''
21''
8''
0''
12''
21''
0''
0''
8''
8''
8''
8''
8''
12''
8''
18'' 18''
8''
8''
8''
8''
8''
21''
8''
8''
6''
8''
8''
8''
8''
0''
6 0''
''
8''
0''
8''
21''
8''
18''
MH-O4-024
MH-N3-029
MH-N3-028
O
PROJECT NOTES:

ESRI BASEMAP. MAP

DEVELOPED FOR SANITARY
SEWER FACILITY MANAGEMENT.

NOT TO BE USED FOR DESIGN
OR CONSTUCTION.

PUBLISHED MAY 2022.

N3
Legend
Ú3 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!
Ú3
Ú3
Johnson Pl. (Fire Station #3)
Pipe damage, sags
MH O5-005 - MH N5-011
Mark Thomas 2017 Evaluation: Los Palos Dr & Fairmont Dr.

Grease deposits and surcharging, recommend PCC
collar to prevent I/I, new bench and rechannelize
MH O5-019
Romie Lane Repairs
Hydrogen Sulfide Damage; liner is failing
Manholes to be reconditioned or replaced
Possible reconfiguration
Mark Thomas 2017 Evaluation: Work St & Brunken Ave
Heavy corrosion, reline manhole
MH-N5-022
MH-M5-036
MH-M6-047
MH-N4-053
MH-N4-052
MH-N4-051
MH-N4-050
MH-N4-049
MH-N4-048
MH-N4-047
MH-N4-046
MH-N4-045
MH-N4-044
MH-O4-051
MH-N4-042 MH-N4-043 MH-N4-041
MH-O4-050
MH-M5-032
MH-N4-037
MH-N4-036
MH-O5-019
MH-O5-016
MH-O5-014
MH-N5-019
MH-N5-018
MH-N5-017
MH-N5-016
MH-N5-015
MH-N5-014
MH-M5-025
MH-N5-013
MH-N5-012
MH-M5-024
MH-M5-023
MH-M6-029
MH-N5-011
MH-N5-010
MH-N5-009
MH-N5-008
MH-N5-007
MH-N5-006
MH-N5-003
MH-N5-002
MH-M5-001
MH-N5-001
MH-N6-009
MH-O6-008
MH-O6-006
18''
0''
8''
15''
24''
6''
12''
10''
8''
0''
0''
0''
0''
8''
0''
8''
8''
18''
8''
8''
12''
8''
8''
8''
0''
0''
8''
0''
0''
8''
8''
8''
0''
0''
10''
6''
8''
8''
10''
8''
8'' 0''
0''
8''
0''
0''
18''
0''
0''
8''
0''
0''
8''
8''
0''
0''
0''
8''
8''
8''
0''
8''
0''
0''
8''
0''
8''
8''
TP2
Spicer
MH-O5-015
MH-N5-020 MH-O5-013
MH-O5-012
MH-N5-005 MH-N5-004
O
PROJECT NOTES:

ESRI BASEMAP. MAP

DEVELOPED FOR SANITARY
SEWER FACILITY MANAGEMENT.

NOT TO BE USED FOR DESIGN
OR CONSTUCTION.

PUBLISHED MAY 2022.

N5
Legend
Ú3 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!
Mark Thomas 2017 Evaluation: Katherine Ave.

Corrosion, broken cover, need new frame &
cover, reline, new bench & channelize
MH O4-005
Mark Thomas 2017 Evaluation: Pajaro St.

Corrosion, broken cover, rechannel,
needs new manhole
MH O4-006
Romie Lane Repairs
Hydrogen Sulfide Damage; liner is failing
Manholes to be reconditioned or replaced
Possible reconfiguration
Wilgart Way
Pipe issue joints, roots
MH O4-011 - F.I
Pajaro St/San Miguel Ave.

Broken pipe 10 feet from MH
MH O3-038
Mark Thomas 2017 Evaluation: Katherine & Alameda Ave.

Exposed aggregate & heavy corrosion,
fiberglass peeling, weld cover, recommend reline
manhole, new bench, and rechannelize (O4-001);
Welded/broken cover, recommend new
frame & cover, (O4-002)
MH-P4-023
MH-O5-033
MH-N4-056
MH-P4-021
MH-O4-054
MH-N4-046
MH-N4-042 MH-N4-043 MH-N4-041
MH-O4-050
MH-O4-049
MH-O4-048
MH-O4-047
MH-O4-046
MH-P4-017
MH-N3-055
MH-N3-053
MH-N4-024 MH-N4-017
MH-N4-016
MH-N4-015
MH-O4-045 MH-O4-044
MH-O4-043
MH-O4-042
MH-O4-041
MH-O4-039
MH-O4-038
MH-O4-037
MH-O4-036
MH-N4-014
MH-N4-013
MH-N4-012
MH-N4-011
MH-N4-010
MH-N4-009
MH-O4-035
MH-N4-008
MH-N4-007
MH-O4-034
MH-O4-033
MH-O4-032
MH-O4-031
MH-O4-030
MH-O4-029
MH-O4-028
MH-O4-027
MH-O4-025
MH-O4-023
MH-O3-038
MH-O4-022
MH-O4-021
MH-O4-020
MH-O4-019
MH-O4-018
MH-O4-017
MH-O3-036
MH-O3-035
MH-O4-016
MH-O4-015
MH-O3-034
MH-O3-033
MH-O4-014
MH-P3-016
MH-O4-013
MH-P4-016
MH-O5-030
MH-P4-009
MH-P5-019
MH-O5-029
MH-O5-028
MH-P5-018
MH-P5-017
MH-O5-027
MH-O4-012
MH-O5-019
MH-O5-016
MH-O5-015
MH-N5-020
MH-P4-006 MH-P5-013
MH-O3-031
MH-O3-029
MH-N3-025
MH-N3-024
MH-O4-011
MH-P3-011
MH-P4-005
MH-O4-009
MH-O4-008
MH-O4-007
MH-O5-009
MH-N5-005 MH-N3-004 MH-N5-004
MH-N3-002
MH-P3-001
MH-N4-005 MH-N4-004
MH-O4-006
MH-O4-005
MH-N4-003
MH-O4-004
MH-O4-003
MH-O4-002 21''
10''
8''
6''
24''
0''
33''
18''
12''
8''
8''
8''
8''
18''
18''
6''
0''
8''
8''
8''
8''
8''
18''
8''
8''
0''
8''
33''
8''
6''
0''
0''
8''
8''
8''
8''
0''
8''
8'' 0''
8''
0''
8''
8''
8''
0''
21''
8''
0''
18''
18''
8''
0''
0''
18''
8''
18''
8''
0''
8''
8''
8''
0''
8''
8''
0''
21''
6''
8''
8''
0''
8'' 8''
8''
8''
0''
8''
21''
0''
8''
8''
0''
8''
0''
0''
18''
8''
8''
8''
8''
8''
8''
8''
8''
0''
6''
21''
8''
6''
18'' 18''
8''
18''
8''
0''
33''
8''
0''
8''
8''
8''
18''
0''
8''
33''
8''
8''
0''
8''
8''
8''
0''
8''
8''
8''
8'
0''
'
8''
8''
6''
8''
8''
8''
0''
18''
MH-O4-055
MH-O4-051
MH-O4-040
MH-O4-026
MH-O4-024
MH-O5-024
MH-N3-042
MH-O4-010
MH-O4-001
O
PROJECT NOTES:

ESRI BASEMAP. MAP

DEVELOPED FOR SANITARY
SEWER FACILITY MANAGEMENT.

NOT TO BE USED FOR DESIGN
OR CONSTUCTION.

PUBLISHED MAY 2022.

O4
Legend
Ú3 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!
Johnson Pl. (Fire Station #3)
Pipe damage, sags
MH O5-005 - MH N5-011
Mark Thomas 2017 Evaluation: Los Palos Dr & Fairmont Dr.

ESRI BASEMAP. MAP

DEVELOPED FOR SANITARY
SEWER FACILITY MANAGEMENT.

NOT TO BE USED FOR DESIGN
OR CONSTUCTION.

PUBLISHED MAY 2022.

O5
Legend
Ú3 SS Lift Stations
2!! City Manholes
!2! Manhole Repair
Sewer Mains
Sewer Repairs
High Priority
A P P E N D I X D : L i f t S t a t i o n P u m p C u r v e s Airport LS
Salinas Sewer Master Plan
\\wlg-file\projects\886 - City of Salinas\0015 Sanitary Sewer Master Plan\06 - Reports and Calculations\07 Lift Station Assessment\Pump Curves\Pump Diagrams for Tables\LS Pumps Analysis - Airport LS

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0

80.0 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 TDH (ft)
Flow Rate (gpm)
5 gpm increments
Airport Lift Station Pumps
1 Pump
Pumps in Parallel
System
PHDWF
PHWWF
Measured Flow
Carpenter Hall LS derated for VFD
Salinas Sewer Master Plan
\\wlg-file\projects\886 - City of Salinas\0015 Sanitary Sewer Master Plan\06 - Reports and Calculations\07 Lift Station Assessment\Pump Curves\Pump Diagrams for Tables\LS Pumps Analysis - Carpenter LS 10 20
30 40
50 60
70 80
0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 TDH (ft)
Flow Rate (gpm)
100 gpm increments
Carpenter Lift Station Pumps
1 Pump
Pumps in Parallel
System
PHDWF
PHWWF
Measured Flow
Carpenter Hall LS without VFD
Salinas Sewer Master Plan
\\wlg-file\projects\886 - City of Salinas\0015 Sanitary Sewer Master Plan\06 - Reports and Calculations\07 Lift Station Assessment\Pump Curves\Pump Diagrams for Tables\LS Pumps Analysis - Carpenter LS 10 20
30 40
50 60
70 80
0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 TDH (ft)
Flow Rate (gpm)
100 gpm increments
Carpenter Lift Station Pumps
1 Pump
Pumps in Parallel
System
PHDWF
PHWWF
Measured Flow
De La Torre LS - Future Flow Condition
Salinas Sewer Master Plan
\\wlg-file\projects\886 - City of Salinas\0015 Sanitary Sewer Master Plan\06 - Reports and Calculations\07 Lift Station Assessment\Pump Curves\Pump Diagrams for Tables\LS Pumps Analysis - De La Torre LS (Future)

10.0 15.0

20.0 25.0

30.0 35.0

40.0 0 50 100 150 200 250 300 350 400 450 500 550
TDH (ft)
Flow Rate (gpm)
5 gpm increments
De La Torre Lift Station Pumps
1 Pump
Pumps in Parallel
System
Future PHDWF
Future PHWWF
Measured Flow
De La Torre LS
Salinas Sewer Master Plan
\\wlg-file\projects\886 - City of Salinas\0015 Sanitary Sewer Master Plan\06 - Reports and Calculations\07 Lift Station Assessment\Pump Curves\Pump Diagrams for Tables\LS Pumps Analysis - De La Torre LS

10.0 15.0

20.0 25.0

30.0 35.0

40.0 0 50 100 150 200 250 300 350 400 450
TDH (ft)
Flow Rate (gpm)
5 gpm increments
De La Torre Lift Station Pumps
1 Pump
Pumps in Parallel
System
PHDWF
PHWWF
Measured Flow
Harkins Road LS- Future Flow Condition
Salinas Sewer Master Plan
M:\886 - City of Salinas\0015 Sanitary Sewer Master Plan\06 - Reports and Calculations\07 Lift Station Assessment\Pump Curves\Pump Diagrams for Tables\LS Pumps Analysis.xlsx - Harkins Rd. LS (Future)

10.0 12.0

14.0 16.0

18.0 20.0

22.0 24.0

26.0 28.0

30.0 0 50 100 150 200 250 300 350 400 450 500
TDH (ft)
Flow Rate (gpm)
5 gpm increments
Harkins Road Lift Station Pumps
1 Pump
Pumps in Parallel
System
PHDWF
PHWWF
Measured Flow
Harkins Road LS
Salinas Sewer Master Plan
\\wlg-file\projects\886 - City of Salinas\0015 Sanitary Sewer Master Plan\06 - Reports and Calculations\07 Lift Station Assessment\Pump Curves\Pump Diagrams for Tables\LS Pumps Analysis - Harkins Rd. LS

10.0 12.0

14.0 16.0

18.0 20.0

22.0 24.0

26.0 28.0

30.0 0 50 100 150 200 250 300 350 400 450 500
TDH (ft)
Flow Rate (gpm)
5 gpm increments
Harkins Road Lift Station Pumps
1 Pump
Pumps in Parallel
System
PHDWF
PHWWF
Measured Flow
Lake St LS Pump #1 Existing Conditions
Salinas Sewer Master Plan
\\wlg-file\projects\886 - City of Salinas\0015 Sanitary Sewer Master Plan\06 - Reports and Calculations\07 Lift Station Assessment\Pump Curves\Pump Diagrams for Tables\LS Pumps Analysis.xlsx - Lake St. LS (1)

10.00 15.00

20.00 25.00

30.00 35.00

40.00 45.00

50.00 0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 6500 TDH (ft) Flow Rate (gpm)
100 gpm increments
Lake Street Lift Station Pumps
1 Pump
Pumps in Parallel
System
PHDWF PHWWF Measured Flow
Lake Street Pumps 2 and 3 Existing Conditions
Salinas Sewer Master Plan
\\wlg-file\projects\886 - City of Salinas\0015 Sanitary Sewer Master Plan\06 - Reports and Calculations\07 Lift Station Assessment\Pump Curves\Pump Diagrams for Tables\LS Pumps Analysis.xlsx - Lake St. LS (2&3)

10.00 15.00

20.00 25.00

30.00 35.00

40.00 45.00

50.00 0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 6500 TDH (ft) Flow Rate (gpm)
100 gpm increments
Lake Street Lift Station Pumps
1 Pump
Pumps in Parallel
System
PHDW less Pump #1 (gpm)
PHWW less Pump #1 (gpm)
Measured Flow
Las Casitas LS
Salinas Sewer Master Plan
\\wlg-file\projects\886 - City of Salinas\0015 Sanitary Sewer Master Plan\06 - Reports and Calculations\07 Lift Station Assessment\Pump Curves\Pump Diagrams for Tables\LS Pumps Analysis - Las Casitas LS

40.0 45.0

50.0 55.0

60.0 65.0

70.0 75.0

80.0 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 TDH (ft)
Flow Rate (gpm)
5 gpm increments
Las Casitas Lift Station Pumps
1 Pump
Pumps in Parallel
System
PHDWF
PHWWF
Measured Flow
Mill Lake LS
Salinas Sewer Master Plan
\\wlg-file\projects\886 - City of Salinas\0015 Sanitary Sewer Master Plan\06 - Reports and Calculations\07 Lift Station Assessment\Pump Curves\Pump Diagrams for Tables\LS Pumps Analysis - Mill LS

20.0 30.0

40.0 50.0

60.0 70.0

80.0 90.0
100.0
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 TDH (ft)
Flow Rate (gpm)
5 gpm increments
Mill Lake Lift Station Pumps
1 Pump
Pumps in Parallel
System
PHDWF
PHWWF
Design Point
Santa Rita LS - Future Condition
Salinas Sewer Master Plan
\\wlg-file\projects\886 - City of Salinas\0015 Sanitary Sewer Master Plan\06 - Reports and Calculations\07 Lift Station Assessment\Pump Curves\Pump Diagrams for Tables\LS Pumps Analysis - Santa Rita LS (Future)

20.0 30.0

40.0 50.0

60.0 70.0

80.0 0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 TDH (ft)
Flow Rate (gpm)
10 gpm increments
Santa Rita Lift Station Pumps
1 Pump
Pumps in Parallel
System
Future PHDWF
Future PHWWF
Measure Flow
Santa Rita LS
Salinas Sewer Master Plan
M:\886 - City of Salinas\0015 Sanitary Sewer Master Plan\06 - Reports and Calculations\07 Lift Station Assessment\Pump Curves\Pump Diagrams for Tables\LS Pumps Analysis.xlsx - Santa Rita LS

20.0 30.0

40.0 50.0

60.0 70.0

80.0 0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 TDH (ft)
Flow Rate (gpm)
10 gpm increments
Santa Rita Lift Station Pumps
1 Pump
Pumps in Parallel
System
PHDWF
PHWWF
Measured Flow
Spicer LS
Salinas Sewer Master Plan
\\wlg-file\projects\886 - City of Salinas\0015 Sanitary Sewer Master Plan\06 - Reports and Calculations\07 Lift Station Assessment\Pump Curves\Pump Diagrams for Tables\LS Pumps Analysis - Spicer LS

10.0 15.0

20.0 25.0

30.0 35.0

40.0 0 50 100 150 200 250 300 350 400 450 500 550
TDH (ft)
Flow Rate (gpm)
5 gpm increments
Spicer Lift Station Pumps
1 Pump
Pumps in Parallel
System
PHDW (gpm)
PHWWF
Measured (gpm)
TP2 LS - Future Condition (VFD at 60 Hz max)
Salinas Sewer Master Plan
\\wlg-file\projects\886 - City of Salinas\0015 Sanitary Sewer Master Plan\06 - Reports and Calculations\07 Lift Station Assessment\Pump Curves\Pump Diagrams for Tables\LS Pumps Analysis - TP2 LS (Future)

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 TDH (ft)
Flow Rate (gpm)
5 gpm increments
TP2 Lift Station Pumps
1 Pump
Pumps in Parallel
System
Future PHDWF
Future PHWWF
Measure Flow
TP2 LS - Existing Conditions (VFD at 60 Hz max)
Salinas Sewer Master Plan
\\wlg-file\projects\886 - City of Salinas\0015 Sanitary Sewer Master Plan\06 - Reports and Calculations\07 Lift Station Assessment\Pump Curves\Pump Diagrams for Tables\LS Pumps Analysis - TP2 LS

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 TDH (ft)
Flow Rate (gpm)
5 gpm increments
TP2 Lift Station Pumps
1 Pump
Pumps in Parallel
System
PHDWF
PHWWF
Measured Flow
TP2 LS Existing Conditions (VFD at 48 Hz max)
Salinas Sewer Master Plan
\\wlg-file\projects\886 - City of Salinas\0015 Sanitary Sewer Master Plan\06 - Reports and Calculations\07 Lift Station Assessment\Pump Curves\Pump Diagrams for Tables\LS Pumps Analysis - TP2 LS

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 TDH (ft)
Flow Rate (gpm)
5 gpm increments
TP2 Lift Station Pumps
1 Pump
Pumps in Parallel
System
PHDWF
PHWWF
Measured Flow
Vista Nueva LS
Salinas Sewer Master Plan
\\wlg-file\projects\886 - City of Salinas\0015 Sanitary Sewer Master Plan\06 - Reports and Calculations\07 Lift Station Assessment\Pump Curves\Pump Diagrams for Tables\LS Pumps Analysis - Vista Nueva LS

0.0 10.0

20.0 30.0

40.0 50.0

60.0 70.0
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 TDH (ft)
Flow Rate (gpm)
5 gpm increments
Vista Nueva Lift Station Pumps
1 Pump
Pumps in Parallel
System
PHDW (gpm)
Measured (gpm)
PHWWF
A P P E N D I X E : F R M L i f t S t a t i o n C o n d i t i o n A s s e s s m e n t Facility ID:

Flygt
3127.090-181044
Across the line contactor
10 3 Phase/208V

1.28 / 1.16 / 1.57 @1133 Volts

35.6 / 36.1 / 35.4
1740 RPM
481
Rated: 550 Measured: 467
Flygt
3127.090-5766
Across the line contactor
10 Unknown/208V
706 / 930 / 895 @1132 Volts

24.6 / 25.0 / 24.4
1740 RPM
481
Rated: 550 Measured: 448
6'
15'
No
6"
Ductile Iron
No
In wet well
Yes, needs repair
Multi Trode Liquid Level Control
System (Probe)
Yes, tested OK, also has manual
transfer switch with ability to
connect a portable generator.

Yes
Multi Smart/Mission
Ctrl/Sensaphone
Flow (GPM)
Check Valve?
Guide Rail System
Motor Controller/VFD
Megohm
Amperage
Flow (GPM)
EYS Seal-offs Installed?
Pump 1 Condition
Discharge Pipe Size (in)
Discharge Pipe Material
Impeller/Bowl
Lift Station: Airport (Moffett)
Lift Station Type
Number of Pumps
Megohm
Amperage (Per Leg)
Motor Controller/VFD
Horse Power
Phase/Voltage
Speed
Pump Level Settings
Submersible
2 Level Controls
Manufacturer
Serial/Model #
Wet Well Information/Recommendations
Influent flow was estimated at 17.5 GPM. 1) Motor protection (Overload) is handled by the Multi Smart controller, recommend installing overloads on load side of contactors for additional protection. 2) There are numerous schedule 40 water fittings used on conduit going to panel, recommend replacing with proper electrical conduit and using electrical sweeps to make pulling wire easier. Also, install EYS fittings on conduits. 3) The guide rail system is missing several rubber grommets and there are several carbon bolts installed. Recommend replacing rubber grommets on lifting rails and installing stainless bolts.4) Wet well looks to have some type of light coating which is peeling off, recommend coating well. 5) Discharge piping is showing corrosion, recommend coating. 6) The handle for the wet well access is broken and has been replaced with a piece of wire, recommend replacing handle. 7) The check valves are located inside the wet well and are difficult to access, recommend moving check valves into a vault located outside of the well. 8) The rebar lifting hooks and wet well vent are trip hazards, recommend cutting rebar hooks to grade and relocating wet well vent. Wet well vent (4") is also in a horizontal position and open to the elements. 9) The enclosure for the generator has heavy rust damage and there is a small oil leak from the filter. Recommend repairing oil leak and repairing/coating rusted areas. 10) The LCD screen for the automatic transfer switch is sun damaged and illegible, recommend replacing screen. 11) The line voltage is not listed on the cabinet and the back-up manual transfer switch lever positions are not labeled, recommend proper labeling. 12) The controls cabinet can be opened without turning off the main breaker and the breaker disconnect handles for pump 1 and 2 have been removed, recommend replacing installing proper disconnect hardware 13) Recommend on-site water for wash down 14) Spare parts consist of extra contactors, recommend a spare complete pump/motor/volute. 15) Recommend having wiring diagram at station. Lift station is in operational condition.

Impeller/Bowl
Pump 2 Condition
Wet Well Diameter (ft)
Wet Well Depth (ft)
Wet Well Coating
Operational: Equipment is working, but unable to determine if it is working as engineered Poor: Equipment appears to be failing and/or near failure Megohm readings are very low indicating motor needs to be rebuilt, flow is comparable to pump 2 indicating impeller and volute are in operational condition. Pump 1 was replaced on 3-23-18. Pump Settings: Lead on @ 60%, Lead off @ 20% Lag on @ 70% Lag off @ 20% High level Alam: 90% Low Level Alarm: Not listed
Pump 1 Information
Bypass
Controller/SCADA
Overall Station Condition
Good: Equipment is installed and working correctly and
does not exhibit a need for replacement
Satisfactory: Equipment is installed and working
correctly but is slightly worn; no repairs needed
Horse Power
Phase/Voltage
Speed
Pump Level Settings
Manufacturer
Serial/Model #
Flow for both pumps is lower than the rated 550 GPM, motor was rebuilt on 3-22-18. Pump GPM seems excessive compared to current influent flow, planned future development will provide increased influent flow.

Pump 2 Information
Emergency
Back Up Generator?
Describe
in notes
Describe
in notes
Describe
in notes
Satisfactory
Operational
Poor
Good
Satisfactory
Operational
Poor
Good
Satisfactory
Operational
Poor
Good
Facility ID:

Smith/Loveless
MU237600-03/10-02
VFD Altivar 660
30 3 Phase / 230 Volt
292 / 299 / 286 @ 1131 Volts

64.9 / 67.2 / 64.2
1175 RPM
1600 GPM est.

Smith/Loveless
MU237600-03/10-01
VFD Altivar 660
30 3 Phase / 230 Volt
188 / 164 / 160 @ 1134 Volts

75.6 / 71.3 / 72.1
1175
1600 GPM
7'
30'
Peeling
10"
Ductile Iron
Yes
Satisfactory
N/A Hoist on-site for pumps
Digi Gage Plus w/transducer
Yes, generator and transfer
switch tested OK.

NO
Digi Gage Plus/Mission
Ctrl/Sensaphone
Good: Equipment is installed and working correctly and
does not exhibit a need for replacement
Satisfactory: Equipment is installed and working
correctly but is slightly worn; no repairs needed
Operational: Equipment is working, but unable to determine if it is working as engineered
Poor: Equipment appears to be failing and/or near failure Check Valve?
Guide Rail System
Level Controls
Emergency
Back Up Generator?
Bypass
Controller/SCADA
Flow
Pump 2 Condition
Wet Well Information/Recommendations
Wet Well Diameter (ft)
1) Wet well access lid is bent, recommend repair/replacement 2) Electrical cabinets are not labeled with line voltage, recommend labeling 3) Wet well coating is peeling at grout lines, recommend re-coating 4) The Endress & Hauser flow meter for pump 1 is not reading accurately, recommend calibration 5) The suction side piping/penetration into the wet well for Pump 2 needs to be evaluated and repaired. 6) The grease seal for Pump 1 is damaged and the mechanincal seal for Pump 2 is leaking, recommend repairing both. 7) Recommend installing disconnect switches for each pump at the bottom of the dry pit. 8) Recommend water connection for wash down. 9) Generator has recently required extensive repairs, recommend further evaluation to determine overall condition of the generator.

Wet Well Depth (ft)
Wet Well Coating
Discharge Pipe Size (in)
Discharge Pipe Material
EYS Seal-offs Installed?
Overall Station Condition
Impeller/Bowl
Pump Level Settings
Impeller/Bowl
Flow
Pump 1 Condition
Pump 2 Information
Manufacturer
Pump has leak at mechanical seal. Suction side piping/penetration from wet well into dry well is in poor condition and needs to be evaluated for repairs.

Serial/Model #
Motor Controller/VFD
Horse Power
Phase/Voltage
Megohm
Amperage
Speed
Pump Level Settings
Pump 1 Information
Manufacturer
The flow meter for pump 1 is not reading correctly and needs to be calibrated. Ops stated that pump 1 sometimes has higher hours on it when compared to pump 2, pump and piping/check valve has been inspected with no obvious conclusion. Grease is coming out of the seal on the bottom of the motor. Amp readings are substantially lower when compared to Pump 2 and the motor plate rating. Hour Meter: 25,894.2 Lead on @ 5.6' Off @ 2.0' Lag on @ 6.0' Off @ 2.0' High Level Alarm: 8.0' Low Level Alarm: 1.0'
Serial/Model #
Motor Controller/VFD
Horse Power
Phase/Voltage
Megohm
Amperage
Speed
Lift Station: Carpenter Hall
Lift Station Type Smith/Loveless Dry Pit
Number of Pumps 2
Describe
in notes
Describe
in notes
Describe
in notes
Satisfactory
Operational
Poor
Good
Satisfactory
Operational
Poor
Good
Satisfactory
Operational
Poor
Good
Facility ID:

Smith/Loveless
6412746
Across the line contactor
5 3 Phase / 240V

3.41 / 3.76 / 3.81 @ 1128 Volts

14.5 / 14.6 / 13.7
1165 RPM
Rated 200 GPM @ 37' Head
Smith/Loveless
6412763
Across the line contactor
5 3 Phase / 240V

24.03/23.78/24.05 @ 1130 Volts

13.4 / 13.0 / 13.3
1165 RPM
Rated 200 GPM @ 37' Head
4'

14.5'
No
4" into 6" F.M.

Ductile Iron
N/A
Need Repair/Replace
N/A
Micro-Mac 2300
#Mo28814 (Bubbler)
No, manual transfer switch and
connector installed for portable
generator
No
Mission Ctrl/Sensaphone
Good: Equipment is installed and working correctly and
does not exhibit a need for replacement
Satisfactory: Equipment is installed and working
correctly but is slightly worn; no repairs needed
Operational: Equipment is working, but unable to determine if it is working as engineered Poor: Equipment appears to be failing and/or near failure Check Valve?
Guide Rail System
Level Controls
Emergency
Back Up Generator?
Bypass
Controller/SCADA
Flow
Pump 2 Condition
Wet Well Information/Recommendations
Wet Well Diameter (ft)
1) Recommend replacing inlet and discharge isolation valves. 2) Check valve arms are not functioning, recommend repair or replacement. 3) Recommend either moving the main panel/meter closer to the station or installing fencing at the current location to protect against vandalism. Also, recommend installing fencing to protect the dry well. 4) Motor contactors look to be original, there are open knockouts on the control panel, breaker disconnects are broken and overload reset push buttons are missing, control panel cover can be removed while controls are still energized. Recommend new control panel mounted above ground. 5) Pump motors are showing low megohms, recommend replacing complete pump and motor with more efficient model and having a complete motor/pump as a back up. 6) Station is set up for portable generator, recommend installing a permananent back-up generator and automatic transfer switch. 7) Recommend on-site water for wash down 8) Coating on the dry pit floor is peeling, recommend re-coating 9) Influent flow was calculated at 15 GPM, pumps only run for 1 minute each cycle.

Recommend evaluating current inflow and sourcing pumps that are more representative of actual flows. 10) Wet well is not coated and showing exposed aggregate, recommend coating wet well. 11) Recommend installing a system to bypass wet well. 12) Debris is stuck in the wye located on the discharge side of the check valves, recommend removing wye and cleaning out debris. 13) Recommend upgrading Micro-Mac control system. 14) Recommend investigating rated flow compared to actual flow.

Serial/Model #
Motor Controller/VFD
Horse Power
Phase/Voltage
Megohm
Amperage
Speed
Pump Level Settings
Pump 1 Information
Manufacturer
Megohms on pump are low but amp readings are acceptable based on motor plate data.

Measured flow was 342 GPM Lead on @ 3.5' Lead off @ 1.7' Lag on @ 3.8' Lag off @ 1.7' High level alarm: 5.5' Low level alarm: 0.8'
Serial/Model #
Motor Controller/VFD
Horse Power
Phase/Voltage
Megohm
Amperage
Speed
Lift Station: De La Torre
Lift Station Type Smith/Loveless Dry Pit
Number of Pumps 2
Describe
in notes
Describe
in notes
Describe
in notes
Satisfactory
Operational
Poor
Good
Satisfactory
Operational
Poor
Good
Satisfactory
Operational
Poor
Good
Facility ID:

Smith/Loveless
66N40657
Across the line contactor
5 3 Phase / 240
567 / 590 / 560 @ 1133 Volts

13.7 / 13.8 / 13.3
870 RPM
Rated 350 GPM @ 18' Head
Smith/Loveless
66N40658
Across the line contactor
5 Unknown/240
421 / 442 / 427 @ 1133 Volts

15.5 / 16.2 / 15.5
870 RPM
Rated 350 GPM @ 18' Head
4'
18'
NO
6"
Ductile Iron
N/A
Arms not lifting
N/A
Micro-Mac 2300 #M9501002
(Bubbler)
No, unsafe connection, highly
recommend installing transfer
switch
No
Mission Ctrl/Sensaphone
Good: Equipment is installed and working correctly and
does not exhibit a need for replacement
Satisfactory: Equipment is installed and working
correctly but is slightly worn; no repairs needed
Operational: Equipment is working, but unable to determine if it is working as engineered
Poor: Equipment appears to be failing and/or near failure Check Valve?
Guide Rail System
Level Controls
Emergency
Back Up Generator?
Bypass
Controller/SCADA
Flow
Pump 2 Condition
Wet Well Information/Recommendations
Wet Well Diameter (ft)
1) High inflow and infiltration into station, recommend finding the source. 2) Recommend evaluating pump and motor efficiency, if replacing pumps/motors order three complete pumps and motors, this will allow for a complete spare. 3) There is a connection to hook up a portable generator but there is no transfer switch, the generator is tied into the load side of the main breaker in the dry well, the danger of backfeeding generator power to the utility side is possible and a safety issue. Highly recommend installing a transfer switch ASAP. Recommend a permanent back up generator. 4) Recommend replacing isolation and check valves 5) There is a leak in the 6" force main downstream of the wye, recommend repairing. 6) Recommend labeling control panel with line voltage 7) Recommend installing fencing around lift station 8) The control panel breaker disconnects are broken and the panel cover can be removed while it is still energized. The overload reset buttons for the contactors do not work with the new contactors.

Recommend installing new control panel above ground. 9) Recommend finding a source of water for wash down purposes. 10) Bypass is accomplished using manholes, recommend installing bypass system. 11) Recommend upgrading Micro-Mac system. 12) Spare parts consist of a motor and a contactor, recommend having one complete pump/motor assembly on hand.

Influent flow was calculated at 38 GPM.

Wet Well Depth (ft)
Wet Well Coating
Discharge Pipe Size (in)
Discharge Pipe Material
EYS Seal-offs Installed?
Overall Station Condition
Impeller/Bowl
Pump Level Settings
Impeller/Bowl
Flow
Pump 1 Condition
Pump 2 Information
Manufacturer
Check valve arm does not move when running or shutting down. Hours: 14506.6 Measured flow: 281 GPM
Serial/Model #
Motor Controller/VFD
Horse Power
Phase/Voltage
Megohm
Amperage
Speed
Pump Level Settings
Pump 1 Information
Manufacturer
Amps are lower when compared to Pump 2 and the motor plate data. The check valve makes a loud noise when the pump turns off. The city has new isolation valves/check valves and will install as time permits. Hours: 14741.5 Lead on
@ 4.0' Lead off @ 2.0' Lag on @ 4.3' Lag off @ 2.0' High alarm: 5.0' Low Level Alarm: 1.0' Measured flow: 228 GPM
Serial/Model #
Motor Controller/VFD
Horse Power
Phase/Voltage
Megohm
Amperage
Speed
Lift Station: Harkins Road
Lift Station Type Smith/Loveless Dry Pit
Number of Pumps 2
Describe
in notes
Describe
in notes
Describe
in notes
Satisfactory
Operational
Poor
Good
Satisfactory
Operational
Poor
Good
Satisfactory
Operational
Poor
Good
Facility ID:

ITT Flygt
9080091
VFD 1Y1261
30 3 Phase / 240 Volt
234 / 249 / 279 @ 1134 Volts

79.1 / 78.7 / 78.7
860 RPM
2300-2400 GPM
ITT Flygt
980150
VFD 1Y1267
30 3 Phase / 240 Volt
675 / 636 / 737 @ 1134 Volts

76.8 / 77.4 / 81.8
860 RPM
2500-2600 GPM
ITT Flygt
3201.091-5645
VFD 1Y1263
30 3 Phase / 240 Volt
325 / 276 / 312 @ 1134 Volts

76.5 / 76.9 / 79.1
860 RPM
2700-2800 GPM

5.25' X 25'
40'
Yes
12" & 14"
Ductile Iron
N/A
Yes
N/A
Micro-Mac 2300 #M9111079
(Bubbler)
Yes, Tested OK, additional plug for
portable generator
No
Mission Ctrl/Sensaphone
Check Valve?
Guide Rail System
Megohm
Amperage
Flow
Pump 3 is the newest pump. No amp meter on MCC panel like Pumps 1 & 2. Hours: 13629.0 Controller/SCADA
Overall Station Condition
Wet Well Size (ft)
Wet Well Depth (ft)
Wet Well Coating
Discharge Pipe Size (in)
Motor Controller/VFD
Bypass
Level Controls
Emergency
Back Up Generator?
Manufacturer
Impeller/Bowl
Pump 3 Condition
Speed
EYS Seal-offs Installed?
Lake Street
Manufacturer
Serial/Model #
Motor Controller/VFD
Impeller/Bowl
Pump 1 Condition
Horse Power
Motor Controller/VFD
Phase/Voltage
Speed
Pump Level Settings
Megohm
Amperage
Flow
Pump 2 Condition
Discharge Pipe Material
Serial/Model #
Lift Station:

Lift Station Type
Number of Pumps
Pump Level Settings
Horse Power
Phase/Voltage
Speed
Pump Level Settings
Megohm
Amperage
Flow
1) VFD settings and low max speed (860 RPM) of motors leads to frequent clogging of pumps with rags. Recommend changing minimum speed in VFD to help with ragging. Changing impellers on current pumps or switching to a higher RPM lower GPM pump may help. Lift station would benefit from some form of screening or head works prior to pumping. 2) Recommend alarm system and video surveillance for security purposes. 3) Lift station has inflow and infiltration issues, recommend determining source and correcting. 4) MCC cabinet is not labeled with line voltage, breaker disconnects and cabinet locks are broken. Pump contactors have expanded metal covers and offer no protection against arc flash, also no disconnect at contactor panels. Recommend complete MCC cabinet replacement. 5) Conduit which feeds the three VFD's is not supported, recommend using uni-strut and pipe clamps to support conduit. 6) Ventilation system intake is on generator side of building and pulls in fumes from generator. Drive belt assembly for the ventilation system is open, recommend moving ventilation intake and installing a guard for the drive belt. 7) Generator is operational but has recently required extensive repairs, recommend an evaluation of the generators overall condition. 8) Conduit from wet well into building is galvanized and failing, recommend replacing galvanized conduit with PVC conduit. 9) The 4" drain pipe for the floor drains and the sink is failing. A portion of the drain pipe has been replaced, recommend completing replacement of old pipe. 10) The 1.25" sump pump is unable to keep up with the flow when bleeding the pumps to remove rags, recommend installing a higher GPM sump pump. 11) Unknown how emergency shut off works or if it functions, recommend researching operation before testing. 12) Recommend installing transducer to provide level control and removing bubbler system/upgrading Mico-mac controller. 13) Recommend removing cat walk and ladder from wet well. Staff would like to have hot water and a bathroom on-site.

Operational: Equipment is working, but unable to determine if it is working as engineered Poor: Equipment appears to be failing and/or near failure Wet Well Information/Recommendations
Dry Pit
3 Pump 1 Information
Pump 2 Information
Pump 3 Information
Amps are comparable to what is listed on motor data plate. GPM is lower compared to Pumps 2 & 3. Pump 1 rags up more compared to Pumps 2 & 3 possibly due to the wet well design. Lead on @ 2.5' Lead off @ 1.8' Lag on @ 3.2' Lag off @ 2.55' Standby on @ 4.2' Standby off @ 3.5' High Alarm: 6.0' Low Alarm:

1.1' Hours: 12847.6
Spare parts consist of a complete back up pump. Gate valves and check valves for all three pumps were replaced approximately three years ago.

Megohms are OK, amp readings are correct. Flow is higher than Pump 1 but lower than Pump 3. Hours: 65735.4 Good: Equipement is installed and working correctly and does not exhibit a need for replacement
Satisfactory: Equipement is installed and working correctly but is slightly worn; no repairs needed
Manufacturer
Serial/Model #
Horse Power
Phase/Voltage
Impeller/Bowl
Describe
in notes
Describe
in notes
Describe
in notes
Describe
in notes Satisfactory
Operational
Poor
Good
Satisfactory
Operational
Poor
Good
Satisfactory
Operational
Poor
Good
Satisfactory
Operational
Poor
Good
Facility ID:

Smith/Loveless
122190009
Soft Start
10 3 Phase / 240V
536 / 586 / 571 @1113 Volts

20.0 / 21.8 / 20.6
1200 RPM
Rated: 150 GPM @ 50' TDH
Smith/Loveless
122190011
Soft Start
10 3 Phase / 240V
416 / 408 / 390 @ 1131 Volts

23.4 / 24.2 / 23.7
1200 RPM
Rated: 150 GPM @ 50' TDH
4'
21'
No
10"
Ductile Iron
N/A
Operational
N/A
Multi Smart w/probe
Yes, tested OK
Mission Ctrl
Good: Equipment is installed and working correctly and
does not exhibit a need for replacement
Satisfactory: Equipment is installed and working
correctly but is slightly worn; no repairs needed
Operational: Equipment is working, but unable to determine if it is working as engineered Poor: Equipment appears to be failing and/or near failure Check Valve?
Guide Rail System
Level Controls
Emergency
Back Up Generator?
Bypass
Controller/SCADA
Flow
Pump 2 Condition
Wet Well Information/Recommendations
Wet Well Diameter (ft)
1) Automatic transfer switch LCD screen is illegible, recommend replacing. 2) Corrosion on generator enclosure, recommend spot repairs 3) Recommend pulling Pump 2 and installing spare pump to try and determine cause of high pitch noise. 4) Debris stuck in wye downstream of check valves, recommend pulling wye and cleaning out, install a blind flange at bottom of wye to make cleaning easier. 5) Bottom of dry well showing rust, recommend spot coating. 6) Volutes have heli-coils installed, recommend reviewing the efficiency of the current pumps/motors.

Recommend having one complete spare motor/pump on hand. 7) The control cabinet is showing corrosion on connections due to moisture, dry pit has been flooded before. The breaker disconnects no longer work. Recommend a new control panel with proper disconnects installed above ground. 8) Minimal corrosion to wet well, recommend coating. 9) On-site water is needed to wash down well. 10) Heavy grease build-up, recommend quarterly cleaning of all lift stations. 11) Recommend investigating GPM discrepancy between rated GPM and actual GPM.

Wet Well Depth (ft)
Wet Well Coating
Discharge Pipe Size (in)
Discharge Pipe Material
EYS Seal-offs Installed?
Overall Station Condition
Impeller/Bowl
Pump Level Settings
Impeller/Bowl
Flow
Pump 1 Condition
Pump 2 Information
Manufacturer
High pitched noise while running. Measured flow: 345 GPM Serial/Model #
Motor Controller/VFD
Horse Power
Phase/Voltage
Megohm
Amperage
Speed
Pump Level Settings
Pump 1 Information
Manufacturer
Spare parts: motor Hours: 20000.0 Lead on
@ 60% Lead off @ 20% Lag on @ 70% Lag off @ 20% Measured flow:
357 GPM
Serial/Model #
Motor Controller/VFD
Horse Power
Phase/Voltage
Megohm
Amperage
Speed
Lift Station: Las Casitas
Lift Station Type Smith/Loveless Dry Pit
Number of Pumps 2
Describe
in notes
Describe
in notes
Describe
in notes
Satisfactory
Operational
Poor
Good
Satisfactory
Operational
Poor
Good
Satisfactory
Operational
Poor
Good
Facility ID:

Smith/Loveless
3Y6579005A13DQ
Soft Start
15 3 Phase/240V
503 / 434 / 416 @ 1134 Volts

32.5 / 32.1 / 33.1
1760 RPM
Rated: 500 GPM @ 58'
Smith/Loveless
3YG570005A5DQ
Soft Start
15 3 Phase/240V
412 / 421 / 420 @ 1128 Volts

32.7 / 33.6 / 33.4
1760 RPM
Rated: 500 GPM @ 58'
4'
22'
No
6"
Ductile Iron
No
Operational
N/A
Multi Smart w/probe
Yes, tested OK
No
Mission Ctrl w/Sensaphone
Good: Equipment is installed and working correctly and
does not exhibit a need for replacement
Satisfactory: Equipment is installed and working
correctly but is slightly worn; no repairs needed
Operational: Equipment is working, but unable to determine if it is working as engineered Poor: Equipment appears to be failing and/or near failure Check Valve?
Guide Rail System
Level Controls
Emergency
Back Up Generator?
Bypass
Controller/SCADA
Flow
Pump 2 Condition
Wet Well Information/Recommendations
Wet Well Diameter (ft)
1) Broken conduit leading into dry well, recommend moving conduit underground like Las Casitas. 2) Rust on generator enclosure, recommend spot repairs 3) Vibration in pumps started when impellers were changed to the "X" style. If pumps are not being replaced, recommend removing impellers and having them balanced to potentially solve vibration. 4) Recommend reasearching efficiency of current pumps and replacing if necessary 5) Control panel breaker disconnnects are broken,voltage is not labeled on the cabinet, removal of control panel cover is required to access soft starts, no electrical drawings on-site. Recommend replacing control cabinet and placing it above ground. 6) Recommend installation of fencing around dry well 7) Recommend coating the wet well 8) Heavy grease deposits in well, recommend completing quarterly cleaning of the well 9) Recommend water on-site for wash down purposes. 10) Recommend installing bypass structure Wet Well Depth (ft)
Wet Well Coating
Discharge Pipe Size (in)
Discharge Pipe Material
EYS Seal-offs Installed?
Overall Station Condition
Impeller/Bowl
Pump Level Settings
Impeller/Bowl
Flow
Pump 1 Condition
Pump 2 Information
Manufacturer
Vibration when pump is running Hours:
38678.5 Measured: 63 GPM
Serial/Model #
Motor Controller/VFD
Horse Power
Phase/Voltage
Megohm
Amperage
Speed
Pump Level Settings
Pump 1 Information
Manufacturer
Lead on @ 60% Lead off @ 20% Lag on @ 70% Lag off @ 20% High Level Alarm: 80% Low Level Alarm: 8% Vibration when
pump is running Hours: 36782.8 Measured:
47 GPM
Serial/Model #
Motor Controller/VFD
Horse Power
Phase/Voltage
Megohm
Amperage
Speed
Lift Station: Mill Lake
Lift Station Type Smith/Loveless Dry Pit
Number of Pumps 2
Describe
in notes
Describe
in notes
Describe
in notes
Satisfactory
Operational
Poor
Good
Satisfactory
Operational
Poor
Good
Satisfactory
Operational
Poor
Good
Facility ID:

Smith/Loveless
790770L-1
Across the line contactor
30 3 Phase/240V
332 / 362 / 371 @ 1128 Volts

61.8 / 63.4 / 63.9
1200 RPM
1531 GPM @ 433 TDH
Smith/Loveless
791170C-1
Across the line contactor
30 3 Phase/240V
1040 / 1077 / 1071 @ 1115 Volts

67.8 / 67.0 / 69.1
1200 RPM
Calculated 1,661 GPM
8"
19' 6"
Yes
10" into 12"
Ductile Iron
N/A
Opertional
N/A
Micro-Mac 2300 #M9501007
(Bubbler)
Yes, tested OK
No
Mission Ctrl
Good: Equipment is installed and working correctly and
does not exhibit a need for replacement
Satisfactory: Equipment is installed and working
correctly but is slightly worn; no repairs needed
Operational: Equipment is working, but unable to determine if it is working as engineered Poor: Equipment appears to be failing and/or near failure Check Valve?
Guide Rail System
Level Controls
Emergency
Back Up Generator?
Bypass
Controller/SCADA
Flow
Pump 2 Condition
Wet Well Information/Recommendations
Wet Well Diameter (ft)
1) Wet well coating is showing possible peeling on grout lines, recommend coating repair. 2) The pump cycles are very short but frequent due to high flow pumps and a small wet well.

Recommend replacing contactors with VFD's to minimize the pump cycles and provide ramping ability.3) The breaker disconnects and overload reset buttons do not work on the control cabinet.

Also the voltage is not labeled, recommend installing a new control cabinet at surface level. 4) Broken conduit between dry and wet well, also it appears the holes from the conduit have been torch cut into the dry well, recommend moving the conduit underground and coating the penetrations into the dry well. 5) Based on the current condition of Pump 1 and 2, recommend reviewing pumping (GPM) needs and possibly replacing current pumps with lower GPM pumps. 6) Generator enclosure has significant corrosion, recommend spot coating/repair. Influent was 7) Recommend upgrading Mico-Mac control system. 8) Recommend installing a bypass system.

Influent calculated at 440 GPM.

2. Serial/Model #
Motor Controller/VFD
Horse Power
Phase/Voltage
Megohm
Amperage
Speed
Lift Station: Santa Rita
Lift Station Type Smith/Loveless Dry Pit
Number of Pumps 2
Describe
in notes
Describe
in notes
Describe
in notes
Satisfactory
Operational
Poor
Good
Satisfactory
Operational
Poor
Good
Satisfactory
Operational
Poor
Good
Facility ID:

Smith/Loveless
67541123
Across the line contactor

7.5 3 Phase/240V
897 / 855 / 874 @ 1134 volts

14.9 / 12.1 / 14.2
1155 RPM
Rated: 400 GPM @ 32' TDH
Smith/Loveless
67541125
Across the line contactor

7.5 3 Phase/240V
818 / 740 / 725 @ 1135 Volts

15.1 / 13.4 / 14.6
1155 RPM
Rated: 400 GPM @ 32' TDH
4'
25'
No
6"
Ductile Iron
N/A
Operational
N/A
Micro-Mac 2300 #M0189002
(Bubbler)
No, unsafe connection
No
Mission Ctrl
Good: Equipment is installed and working correctly and
does not exhibit a need for replacement
Satisfactory: Equipment is installed and working
correctly but is slightly worn; no repairs needed
Operational: Equipment is working, but unable to determine if it is working as engineered
Poor: Equipment appears to be failing and/or near failure Check Valve?
Guide Rail System
Level Controls
Emergency
Back Up Generator?
Bypass
Controller/SCADA
Flow
Pump 2 Condition
Wet Well Information
Wet Well Diameter (ft)
1) The wiring for the generator is hooked into the load side of the main breaker located inside the dry well, there is no transfer switch. The current connection has the possibility of back feeding utility power when a generator is connected. Recommend installing a transfer switch and dedicated back-up generator. 2) The 6" force main in the dry well has a leak where the ductile iron meets the flange, recommend repairing 3) Corrosion is present on the floor of the dry well, recommend spot repairs to coating. 4) The existing control cabinet has broken breaker disconnects, the overload reset buttons do not work, there is no wiring diagram and the voltage is not labeled on the cabinet. Recommend installing a new controls cabinet at surface level. 5) Recommend finding a source of on-site water for wash down. 6) Recommend upgrading the Micro-Mac control system. 7) The barrier around the dry well is insufficient, bent and poorly welded. Recommend installing removeable bollards for protection and easier access to the dry well. 8) The wet well is located in the middle of the street, recommend relocating the wet well if possible. 9) The wet well is not coated and has signs of exposed aggregate and concrete chipping away, recommend coating. 10) The impellers on the pumps are worn and GPM is drastically lower than listed, recommend reviewing pumping needs and purchasing new pumps which are suited to actual conditions and having one complete pump/motor. 11) Recommend replacing corroded conduit in wet well. Influent flow measured 16 GPM.

Serial/Model #
Motor Controller/VFD
Horse Power
Phase/Voltage
Megohm
Amperage
Speed
Pump Level Settings
Pump 1 Information
Manufacturer
Impeller is worn, measured flow is 195 GPM. Hours: 19167.5 New slide valve on suction side of pump. Lead
on @ 4.5' Lead off @ 1.8' Lag on @ 5.0' Lag off @ 1.8' High alarm: 6.0' Low alarm: 0.1' Serial/Model #
Motor Controller/VFD
Horse Power
Phase/Voltage
Megohm
Amperage
Speed
Lift Station: Spicer
Lift Station Type Smith/Loveless Dry Pit
Number of Pumps 2
Describe
in notes
Describe
in notes
Describe
in notes
Satisfactory
Operational
Poor
Good
Satisfactory
Operational
Poor
Good
Satisfactory
Operational
Poor
Good
Facility ID:

Smith/Loveless
99-1024B-2
VFD, hand mode uses contactor
10 3 Phase/240 Volt
490 / 498 / 486 Volts

20.6 / 21.3 / 21.6
1300 RPM
Rated: 400 GPM @ 50' TDH
Smith/Loveless
99-1024B-1
VFD, hand mode uses contactor
10 3 Phase/240 Volt
510 / 539 / 536 @ 1131 Volts

22.1 / 20.7 / 20.6
1300 RPM
400 GPM @ 50' TDH
6'

34.5'
Yes, satisfactory
6"
Ductile Iron
N/A
Operational
N/A
Varimac 3300 w/bubbler
Yes
No
Mission Ctrl w/ Sensaphone
Good: Equipment is installed and working correctly and
does not exhibit a need for replacement
Satisfactory: Equipment is installed and working
correctly but is slightly worn; no repairs needed
Operational: Equipment is working, but unable to determine if it is working as engineered Poor: Equipment appears to be failing and/or near failure Check Valve?
Guide Rail System
Level Controls
Emergency
Back Up Generator?
Bypass
Controller/SCADA
Flow
Pump 2 Condition
Wet Well Information
Wet Well Diameter (ft)
1) High inflow and infiltration into station, recommend finding source. 2) Generator has required extensive repairs, recommend evaluating overall condition 3) Recommend replacing corroded/damaged splice box in wet well 4) Recommend bypass structure 5) Recommend finding an on-site water source for wash down purposes 6) No GFI protection on air compressor outlet, recommend installing GFI protected plug 7) Both pumps vibrate after changing to non clog impellers, recommend having the impellers balanced to potentially solve vibration issue. 8) VFD max speed is set to 48 Hz to minimize vibration, recommend chaning this to 60 Hz once vibration issue is solved. 9) Control cabinet does not have a main breaker in the dry well, also the pump breakers are inside the cabinet. Operator has to open an energized cabinet to turn pump power off. Recommend installing a main breaker with disconnect and disconnects for both pumps on the outside of the cabinet, also the cabinet needs to be labeled with the voltage. 10) Pump 2 is running lower GPM compared to Pump 1, recommend pulling pump and checking for obstruction. 11) Spare parts consist of a motor and volute, recommend having one complete spare pump/motor assembly. 12) If flow monitoring is needed, recommend wiring/repairing on-site flow meter Wet Well Depth (ft)
Wet Well Coating
Discharge Pipe Size (in)
Discharge Pipe Material
EYS Seal-offs Installed?
Overall Station Condition
Impeller/Bowl
Pump Level Settings
Impeller/Bowl
Flow
Pump 1 Condition
Pump 2 Information
Manufacturer
Pump shakes due to no clog impeller. Hours: 22182.1 Slight chipping of coating on suction side pipe work. Measured flow is 491 GPM, which is lower than Pump 1.

Serial/Model #
Motor Controller/VFD
Horse Power
Phase/Voltage
Megohm
Amperage
Speed
Pump Level Settings
Pump 1 Information
Manufacturer
Pump shakes due to no clog impeller. Hours: 20985.8 Slight chipping of coating on suction side pipe work. Lead on @

3.3' Lead off @ 1.3' Lag on @ 3.5' Lag off @ 1.3' High alarm: 4.5' Low alarm: 0.2' Influent flow:
88 GPM Measured flow: 564 GPM
Serial/Model #
Motor Controller/VFD
Horse Power
Phase/Voltage
Megohm
Amperage
Speed
Lift Station: TP2
Lift Station Type Smith/Loveless Dry Pit
Number of Pumps 2
Describe
in notes
Describe
in notes
Describe
in notes
Satisfactory
Operational
Poor
Good
Satisfactory
Operational
Poor
Good
Satisfactory
Operational
Poor
Good
Facility ID:

ITT Flygt
9640005
Across the line contactor
3 3 Phase/240V
265 / 254 / 252 @ 1130 Volts

15.4 / 15.9 / 14.4
1740 RPM
Rated: 175 GPM @ 54' TDH
ITT Flygt
9640095
Across the line contactor
3 3 Phase/240V
246 / 245/ 244 @ 1129 Volts

11.5 / 12.4 / 11.2
1740 RPM
Rated: 175 GPM @ 54' TDH
6'
16'
No, signs of corrosion
6"
Ductile Iron
No
Operational
Yes, Good Condition
Multitrode MT2PC w/probe
No, manual transfer switch and
connection for portable generator
Yes, 4"
Mission Ctrl
Good: Equipment is installed and working correctly and
does not exhibit a need for replacement
Satisfactory: Equipment is installed and working
correctly but is slightly worn; no repairs needed
Operational: Equipment is working, but unable to determine if it is working as engineered Poor: Equipment appears to be failing and/or near failure Check Valve?
Guide Rail System
Level Controls
Emergency
Back Up Generator?
Bypass
Controller/SCADA
Flow
Pump 2 Condition
Wet Well Information
Wet Well Diameter (ft)
1) Signs of corrosion and exposed aggregate in well, recommend coating. 2) Recommend installing a back-up generator and auto transfer switch. 3) There is water in the conduit inside the electrical cabinet, recommend investigating how water is getting into conduit and sealing off/repairing. 4) The volute on Pump 2 is damaged and discharge flow is drastically reduced, recommend setting Pump 1 as the permanent lead until replacement pump arrives. The controller lights for the 10, 20 and 30% well level indicators are not working, recommend upgrading controller. 5) The check valve vault lid is very difficult to remove, recommend changing to a hinged lid. 6) City staff has concerns regarding the bends in the discharge pipe work downstream of the check valve, recommend evaluating the current pipe layout to see if this caused the failure of Pump 2. 7) Recommend finding a source of water for wash down purposes. 8) Recommend having one complete pump/motor on hand.

Wet Well Depth (ft)
Wet Well Coating
Discharge Pipe Size (in)
Discharge Pipe Material
EYS Seal-offs Installed?
Overall Station Condition
Impeller/Bowl
Pump Level Settings
Impeller/Bowl
Flow
Pump 1 Condition
Pump 2 Information
Manufacturer
Hours: 6384.7 Influent flow: 17.5 GPM Measured flow: 79 GPM Volute is worn out causing low flow and lower amps when compared to Pump 1.

Serial/Model #
Motor Controller/VFD
Horse Power
Phase/Voltage
Megohm
Amperage
Speed
Pump Level Settings
Pump 1 Information
Manufacturer
Hours: 4617.7 Influent flow: 17.5 GPM Measured flow: 219.7 GPM Serial/Model #
Motor Controller/VFD
Horse Power
Phase/Voltage
Megohm
Amperage
Speed
Lift Station: Vista Nueva
Lift Station Type Submersible
Number of Pumps 2
Describe
in notes
Describe
in notes
Describe
in notes
Satisfactory
Operational
Poor
Good
Satisfactory
Operational
Poor
Good
Satisfactory
Operational
Poor
Good
Facility ID:

Unknown
Unknown
Across the line contactor
Unknown
Single Phase/230V
City declined testing

17.4 / 17.1
Unknown
Float Controlled
Unknown
Unknown, Measured 101 GPM
Unknown
Unknown
Across the line contactor
Unknown
Single Phase/230V
City declined testing
15 / 14.7
Unknown
Float Controlled
Unknown
Unknown, Measured 136 GPM
6'

16.5'
No, signs of corrosion
4"
Ductile Iron/PVC
No
Back flowing after shut down
Yes
Float Controlled
No
No
Altronix
Lift Station: Harris Rd.

Lift Station Type Submersible, Meyers Control Panel
Number of Pumps 2
Pump 1 Information
Manufacturer
Evidence of welling at the base of the pump, start/run capacitor unhooked indicating pump has been replaced at some point.

Serial/Model #
Motor Controller/VFD
Horse Power
Phase/Voltage
Megohm
Amperage
Speed
Impeller/Bowl
Pump Level Settings
Impeller/Bowl
Flow
Pump 1 Condition
Pump 2 Information
Manufacturer
Start/run capacitor unhooked indicating pump was replaced at some point.

Serial/Model #
Motor Controller/VFD
Horse Power
Phase/Voltage
Megohm
Amperage
Speed
Pump Level Settings
Flow
Pump 2 Condition
Wet Well Information
Wet Well Diameter (ft)
1) Panel lists pumps as 2 horsepower, unknown if this is accurate. 2) Control panel backboard is made of wood and rotting, recommend replacing with uni strut. 3) Heavy corrosion on guide rails/lifting chains, recommend replacing. 4) Recommend pulling both pumps for repair and inspection, Pump 1 is showing evidence of welling 5) No EYS connectors on conduit, recommend installing 6) The discharge pipe work is corroded, the check valves are leaking by and the gate valves are corroded, recommend replacing all discharge piping/valves up to the PVC force main and providing proper supports 7) The wet well hatch is damaged and the check valve lid is not hinged, recommend replacing both lids. 8) Recommend removing all electrical splices in the wet well and replacing all four floats 9) Recommend cutting off rebar lifting eyes around wet well, trip hazard 10) Recommend coating the wet well. 11) Recommend having one complete motor/pump assembly on hand.

Wet Well Depth (ft)
Wet Well Coating
Discharge Pipe Size (in)
Discharge Pipe Material
EYS Seal-offs Installed?
Overall Station Condition
Good: Equipment is installed and working correctly and
does not exhibit a need for replacement
Satisfactory: Equipment is installed and working
correctly but is slightly worn; no repairs needed
Operational: Equipment is working, but unable to determine if it is working as engineered Poor: Equipment appears to be failing and/or near failure Check Valve?
Guide Rail System
Level Controls
Emergency
Back Up Generator?
Bypass
Controller/SCADA
Describe
in notes
Describe
in notes
Describe
in notes
Satisfactory
Operational
Poor
Good
Satisfactory
Operational
Poor
Good
Satisfactory
Operational
Poor
Good
A P P E N D I X F : E X H I B I T 1 E x i s t i n g a n d F u t u r e C I P s 2!! 2!!
!2!! 2!
2!!
2!!
! 2!! 2!
2!!
2!!2!!
2!!
2!!
2!!
2!!
!!2!! 2 2!!
2!!
2!!
2!!
2!!
2!!
Ú3
Ú3
Ú3
Ú3
Ú3
Ú3
Ú3
Ú3
Ú3
Ú3 Ú3
Ú3
"/
Acacia, Bautista,
Woodside Repairs
Comanche, Polk, &
North 1st St Repairs
Del Monte &
Mae Repairs
Donner Way
East Laurel &
Williams Repair
East Market & Upstream
of Lake St Repairs
Hoover Street Repair
Johnson Place
Repairs
Katherine Ave & Pajaro
St Manhole Repairs
King St Repairs
Louis & Van Buren
St Repair
Malarin St &
Wilgart Way Repairs
N Main St
Hwy 101Underpass
Bunker Repair
Riker St
Repair
San Miguel
Ave Repair
Romie Ln Repairs &
Reconfirguration Analysis
Sherwood Dr
Repairs
Upper Carr
W Lake Repairs est Market at
Davis Overcrossing
West Market St
Repairs
Wood St
Reconfiguration Analysis
N Madeira Ave Repair
EAST ALISAL ST.

SOUTH SANBORN
RD.

FREEDOM
PKWY
NORTH
DAVIS RD.

SAN JUAN GRADE

NATIVIDAD CREEK PARK
VICTOR ST.

ABBOTT ST.

WEST LAUREL DR.

ABBOTT ST.

I1 I2 I3 I4 I5 I6 I7 I8 I9
J3
J6 J8
J1 J2
J4 J5 J7 J9
L1 L3 L8 L6 L2
F6
L4
F8
L9
L7
L5
F1 F2 F3 F4 F5 F7 F9
P1
E6
P8
E8
P6
E1 E3
P2 P3 P9
E4 E5
P4
E2
P5
E7
P7
E9
H9
N8
B8
N6
D1
B6
N3
D3
N1
D6
B3
D8
B1
A1
C6 C8
D2 D4
A3
D5
C3
D7 D9
N2 N4
N5
N7
C1
K8
B9
K6
B5 B7
K3
B4
K1
N9
B2
A8
R1 R3 R6 R8
A6
H1 H3 H6 H8
R4
C5 C7 C9
A2
C4
A4
C2
H7
A5
H4 H5
K9
H2
K2 K4 K5 K7
A7 A9
R2 R5 R7 R9
G1 G3 G6
Q1 Q3 Q6 Q8
O3
G4 G5 G9
Q4
O1
G7 G8
O6 O8
Q2 Q5 Q7
G2
Q9
O5 O9
O7 O2
O4
M6
M3
M1 M4 M5 M7 M8
M2
M9
I10
J10
L10
F10
P10
E10
N10
D10
B10
C10
K10
H10
A10
R10
Q10
G10
O10
M10
TP2
Spicer
Airport
Mill Lake
Harkins Rd
De La Torre
Lake Street
Salinas Area Pump Station

CESAR CHAVEZ PARK
N
O
RT
H
RID
G
E
M
AL
L
LAU
R
E
L
D
R/N
MAIN
ST

NATIVIDAD RD OR ALTERNATIVE
Santa Rita
Vista Nueva
Las Casitas
Carpenter Hall

CHEROKEE
DR

NATIVIDAD RD OR ALTERNATIVE
LAU
RE
L
D
R/N
MAIN
ST
Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community 1 inch = 1,500 Feet

SALINAS SEWER MASTER PLAN UPDATE
EXHIBIT 1

SANITARY SEWER

CAPITAL IMPROVEMENT PROGRAM (CIP)
NOTES:

ESRI BASEMAP.

NOT PERFORM BOUNDARY

SURVEY SERVICES FOR THIS
MAP. NOT A LEGAL DOCUMENT.

O MAP PRODUCED FEBRUARY 2023.

LEGEND
Ú3 City Lift Stations
Sewer Mains
Sewer Repairs
Sewer Master Plan CIPs
Existing Sewer Upgrades
Future Sewer Upgrades
2!! Manhole Repairs
612 CLARION COURT
SAN LUIS OBISPO, CA 93401
T 805 544-4011 F 805 544-4294
www.wallacegroup.us

CIVIL ENGINEERING

CONSTRUCTION MANAGEMENT

LANDSCAPE ARCHITECTURE

MECHANICAL ENGINEERING

PLANNING

PUBLIC WORKS ADMINISTRATION

SURVEYING/GIS SOLUTIONS

WATER RESOURCES
A P P E N D I X G : S e w e r M o d e l R e s u l t s
City of Salinas
Existing Sewer Model Results
Peak Hydraulic Capacity, Pipe Upgrades, and CIPs
Pipe ID Existing Diameter
[inches]
Proposed Diameter
[inches]
Existing MDF d/D
(exist pipe dia)
Existing MDF d/D
(proposed pipe dia)
Existing PHWWF d/D
(exist pipe dia)
Existing PHWWF d/D
(proposed pipe dia) CIP Name
0 30 30 0.59 0.57 0.81 0.61
1 30 30 0.66 0.64 0.67 0.63
2 30 30 0.74 0.73 0.76 0.67
6 24 24 0.54 0.56 0.56 0.59
7 24 24 0.58 0.61 0.61 0.64
10 54 54 0.56 0.61 0.59 0.62
12 42 42 0.43 0.44 0.45 0.46
13 42 42 0.31 0.31 0.31 0.32
14 42 42 0.29 0.29 0.29 0.30
15 42 42 0.40 0.40 0.41 0.41
16 42 42 0.38 0.37 0.38 0.39
17 42 42 0.36 0.35 0.36 0.37
18 42 42 0.36 0.35 0.36 0.37
19 42 42 0.35 0.35 0.36 0.37
20 42 42 0.35 0.35 0.36 0.37
21 42 42 0.35 0.35 0.36 0.37
22 42 42 0.35 0.35 0.36 0.36
23 42 42 0.35 0.34 0.36 0.36
24 42 42 0.35 0.34 0.36 0.36
25 42 42 0.35 0.34 0.35 0.36
26 42 42 0.28 0.28 0.29 0.29
27 42 42 0.21 0.21 0.22 0.22
28 42 42 0.29 0.29 0.30 0.31
29 42 42 0.30 0.29 0.31 0.31
30 42 42 0.54 0.59 0.59 0.61
31 42 42 0.38 0.41 0.41 0.43
33 18 18 0.78 0.50 0.86 0.69
34 18 18 0.17 0.17 0.19 0.19
35 18 18 0.21 0.21 0.25 0.25
36 18 18 0.19 0.19 0.22 0.22
37 18 18 0.18 0.18 0.21 0.21
38 18 18 0.16 0.16 0.19 0.19
41 10 10 0.63 0.63 0.67 0.67
42 10 10 0.21 0.21 0.29 0.29
43 18 18 0.86 0.55 0.97 0.76
46 18 18 0.77 0.49 0.84 0.68
47 10 10 0.19 0.19 0.23 0.23
48 18 18 0.74 0.48 0.81 0.66
49 18 18 0.66 0.43 0.71 0.59
50 18 18 0.70 0.46 0.76 0.62
51 18 18 0.72 0.47 0.78 0.64
53 10 10 0.28 0.28 0.34 0.34
54 10 10 0.30 0.30 0.36 0.36
55 18 18 0.65 0.42 0.69 0.57
56 18 18 0.64 0.41 0.69 0.56
59 21 21 0.15 0.15 0.18 0.18
62 21 21 0.15 0.15 0.19 0.19
63 21 21 0.12 0.12 0.14 0.14
66 21 21 0.11 0.11 0.13 0.13
70 21 21 0.10 0.10 0.12 0.12
71 21 21 0.12 0.12 0.13 0.13
73 21 21 0.12 0.12 0.12 0.12
74 21 21 0.14 0.14 0.15 0.15
77 21 21 0.08 0.08 0.08 0.08
78 21 21 0.09 0.09 0.09 0.09
80 18 18 0.13 0.13 0.14 0.14
81 18 18 0.12 0.12 0.14 0.14
82 18 18 0.79 0.50 0.88 0.69
83 18 18 0.80 0.50 0.90 0.70
84 21 21 0.15 0.15 0.16 0.16
87 21 21 0.09 0.09 0.10 0.10
90 21 21 0.07 0.07 0.06 0.06
91 21 21 0.06 0.06 0.05 0.05
92 18 18 0.66 0.43 0.70 0.58
93 18 18 0.53 0.36 0.56 0.47
94 18 18 0.68 0.45 0.72 0.60
95 24 24 0.41 0.48 0.52 0.51
96 12 12 0.11 0.14 0.23 0.21
98 21 21 0.27 0.32 0.36 0.36
99 24 24 0.41 0.48 0.52 0.52
100 21 21 0.44 0.51 0.55 0.55
101 10 10 0.28 0.40 0.48 0.46
102 10 10 0.02 0.04 0.06 0.06
103 21 21 0.34 0.40 0.43 0.42
105 18 18 0.34 0.39 0.39 0.39
106 33 33 0.31 0.33 0.31 0.34
107 33 33 0.41 0.44 0.42 0.46
108 33 33 0.38 0.41 0.38 0.42
109 33 33 0.38 0.41 0.38 0.43
110 33 33 0.43 0.46 0.44 0.49
111 33 33 0.38 0.42 0.39 0.43
113 27 27 0.51 0.56 0.52 0.58
114 27 27 0.48 0.53 0.49 0.55
115 18 18 0.44 0.51 0.49 0.59
116 18 18 0.36 0.43 0.41 0.48
118 18 18 0.38 0.38 0.31 0.31
119 18 18 0.39 0.39 0.32 0.32
123 21 21 0.44 0.51 0.46 0.54
124 21 21 0.39 0.40 0.38 0.42
125 21 21 0.27 0.27 0.23 0.23
127 12 12 0.38 0.38 0.31 0.31
City of Salinas
Existing Sewer Model Results
Peak Hydraulic Capacity, Pipe Upgrades, and CIPs
Pipe ID Existing Diameter
[inches]
Proposed Diameter
[inches]
Existing MDF d/D
(exist pipe dia)
Existing MDF d/D
(proposed pipe dia)
Existing PHWWF d/D
(exist pipe dia)
Existing PHWWF d/D
(proposed pipe dia) CIP Name
130 10 10 0.40 0.40 0.32 0.32
131 10 10 0.39 0.39 0.31 0.31
134 15 15 0.34 0.34 0.30 0.30
135 18 18 0.34 0.34 0.29 0.29
136 18 18 0.33 0.33 0.29 0.29
138 18 18 0.34 0.34 0.29 0.29
139 15 15 0.38 0.38 0.35 0.35
146 10 10 0.24 0.24 0.19 0.19
147 10 10 0.09 0.09 0.07 0.07
148 12 12 0.27 0.27 0.32 0.32
149 10 10 0.35 0.35 0.29 0.29
150 10 10 0.43 0.43 0.37 0.37
154 10 10 0.27 0.27 0.22 0.22
156 12 12 0.33 0.33 0.27 0.27
157 12 12 0.33 0.33 0.27 0.27
158 12 12 0.27 0.27 0.29 0.29
159 12 12 0.32 0.32 0.30 0.30
162 12 12 0.47 0.47 0.42 0.42
164 24 24 0.48 0.53 0.49 0.55
165 24 24 0.53 0.60 0.54 0.60
166 24 24 0.58 0.66 0.59 0.67
167 21 21 0.42 0.50 0.43 0.52
168 21 21 0.66 0.74 0.66 0.75
170 12 12 0.04 0.09 0.03 0.09
172 21 21 0.51 0.60 0.56 0.66
175 21 21 0.46 0.54 0.50 0.60
176 18 18 0.59 0.67 0.64 0.71
177 21 21 0.37 0.42 0.40 0.50
178 18 18 0.61 0.66 0.65 0.71
179 15 15 0.31 0.38 0.36 0.44
180 18 18 0.61 0.67 0.66 0.73
181 18 18 0.59 0.65 0.64 0.71
183 18 18 0.66 0.75 0.73 0.81
185 18 18 0.57 0.72 0.63 0.77
186 18 18 0.48 0.53 0.52 0.56
190 15 15 0.11 0.11 0.14 0.14
191 15 15 0.16 0.16 0.21 0.21
192 15 15 0.29 0.32 0.33 0.36
194 18 18 0.42 0.47 0.45 0.49
195 18 18 0.37 0.41 0.38 0.42
196 18 18 0.46 0.52 0.46 0.53
198 18 18 0.53 0.60 0.54 0.61
199 18 18 0.73 0.75 0.73 0.76
201 18 18 0.84 0.83 0.85 0.83
205 18 18 0.63 0.62 0.63 0.61
206 18 18 0.43 0.43 0.42 0.42
210 15 15 0.21 0.21 0.19 0.19
211 15 15 0.27 0.30 0.29 0.37
215 15 15 0.16 0.15 0.16 0.15
218 15 15 0.17 0.17 0.17 0.17
221 12 12 0.21 0.20 0.19 0.18
223 12 12 0.19 0.18 0.16 0.16
227 12 12 0.08 0.08 0.10 0.10
230 15 15 0.64 0.64 0.60 0.60
233 15 15 0.62 0.62 0.60 0.60
234 15 15 0.60 0.60 0.58 0.58
235 15 15 0.52 0.52 0.49 0.49
236 15 15 0.59 0.59 0.55 0.55
237 15 15 0.66 0.66 0.63 0.63
241 6 6 0.00 0.00 0.00 0.00
521 8 8 0.00 0.00 0.00 0.00
644 6 6 0.00 0.00 0.00 0.00
932 6 6 0.00 0.00 0.00 0.00
244 15 15 0.58 0.58 0.55 0.55
245 15 15 0.63 0.63 0.59 0.59
1364 6 6 0.00 0.00 0.00 0.00
247 15 15 0.66 0.66 0.62 0.62
1367 8 8 0.00 0.00 0.00 0.00
249 15 15 0.63 0.63 0.58 0.58
1288 8 8 0.05 0.05 0.05 0.05
254 15 15 0.65 0.65 0.60 0.60
255 15 15 0.60 0.60 0.56 0.56
257 15 15 0.61 0.61 0.56 0.56
258 15 15 0.64 0.64 0.60 0.60
262 15 15 0.52 0.52 0.48 0.48
263 12 12 0.19 0.19 0.17 0.16
264 12 12 0.00 0.00 0.00 0.00
265 21 21 0.46 0.51 0.57 0.57
266 21 21 0.46 0.50 0.56 0.56
267 18 18 0.53 0.53 0.62 0.62
269 18 18 0.49 0.49 0.57 0.57
270 18 18 0.42 0.49 0.47 0.47
271 18 18 0.41 0.50 0.46 0.46
272 18 18 0.30 0.38 0.33 0.33
273 15 15 0.34 0.34 0.29 0.29
274 15 15 0.31 0.31 0.27 0.26
477 8 8 0.06 0.06 0.05 0.05
276 15 15 0.42 0.43 0.36 0.36
277 12 12 0.33 0.33 0.38 0.38
278 12 12 0.35 0.35 0.42 0.42
280 12 12 0.36 0.36 0.42 0.42
City of Salinas
Existing Sewer Model Results
Peak Hydraulic Capacity, Pipe Upgrades, and CIPs
Pipe ID Existing Diameter
[inches]
Proposed Diameter
[inches]
Existing MDF d/D
(exist pipe dia)
Existing MDF d/D
(proposed pipe dia)
Existing PHWWF d/D
(exist pipe dia)
Existing PHWWF d/D
(proposed pipe dia) CIP Name
281 10 10 0.17 0.17 0.27 0.27
282 10 10 0.16 0.16 0.24 0.24
284 15 15 0.27 0.26 0.39 0.36
285 15 15 0.23 0.22 0.33 0.31
286 30 30 0.32 0.55 0.39 0.52
287 30 30 0.34 0.34 0.41 0.38
288 30 30 0.32 0.47 0.38 0.46
289 30 30 0.34 0.40 0.41 0.42
290 30 30 0.34 0.34 0.42 0.39
291 30 30 0.34 0.34 0.42 0.39
292 30 30 0.34 0.34 0.41 0.39
293 30 30 0.36 0.36 0.44 0.41
294 30 30 0.36 0.36 0.44 0.41
295 30 30 0.35 0.35 0.43 0.40
296 30 30 0.32 0.32 0.40 0.37
301 24 24 0.28 0.28 0.33 0.33
302 24 24 0.33 0.33 0.38 0.38
303 24 24 0.31 0.31 0.37 0.37
305 10 10 0.20 0.20 0.16 0.16
308 24 24 0.61 0.63 0.64 0.67
309 18 18 0.64 0.67 0.68 0.71
311 10 10 0.16 0.15 0.21 0.18
312 10 10 0.01 0.01 0.01 0.01
502 8 8 0.08 0.07 1.00 0.09
315 10 10 0.00 0.00 0.00 0.00
925 6 6 0.07 0.07 0.06 0.06
653 15 18 0.69 0.46 0.57 0.39 CESAR CHAVEZ PARK
645 15 18 0.68 0.58 0.56 0.52 CESAR CHAVEZ PARK
652 15 18 0.71 0.47 0.59 0.40 CESAR CHAVEZ PARK
651 15 18 0.74 0.48 0.61 0.41 CESAR CHAVEZ PARK
656 15 18 0.83 0.52 0.65 0.44 CESAR CHAVEZ PARK
649 15 18 0.80 0.51 0.64 0.43 CESAR CHAVEZ PARK
650 15 18 0.81 0.52 0.65 0.44 CESAR CHAVEZ PARK
890 15 18 1.00 0.56 0.70 0.47 CESAR CHAVEZ PARK
319 21 24 0.39 0.29 0.34 0.25 CESAR CHAVEZ PARK
320 21 24 0.68 0.43 0.50 0.37 CESAR CHAVEZ PARK
317 21 24 1.00 0.59 0.70 0.50 CESAR CHAVEZ PARK
318 21 24 1.00 0.59 0.70 0.50 CESAR CHAVEZ PARK
321 21 24 1.00 0.59 0.71 0.50 CESAR CHAVEZ PARK
322 21 24 1.00 0.60 0.72 0.51 CESAR CHAVEZ PARK
323 21 24 1.00 0.61 0.73 0.51 CESAR CHAVEZ PARK
332 30 30 0.36 0.61 0.43 0.58
333 30 30 0.35 0.59 0.43 0.56
334 30 30 0.32 0.54 0.38 0.51
335 30 30 0.40 0.67 0.48 0.64
324 21 24 1.00 0.61 0.74 0.51 CESAR CHAVEZ PARK
340 21 21 0.33 0.31 0.41 0.36
341 21 21 0.42 0.38 0.56 0.49
342 15 18 0.84 0.54 0.99 0.73 NATIVIDAD RD OR ALTERNATIVE 343 15 18 0.79 0.46 1.00 0.63 NATIVIDAD RD OR ALTERNATIVE 344 15 18 0.65 0.39 1.00 0.52 NATIVIDAD RD OR ALTERNATIVE 345 15 18 0.65 0.38 1.00 0.52 NATIVIDAD RD OR ALTERNATIVE 346 15 18 0.65 0.38 1.00 0.52 NATIVIDAD RD OR ALTERNATIVE 673 8 8 0.08 0.08 0.07 0.07
349 15 15 0.17 0.16 0.22 0.20
350 10 10 0.24 0.22 0.32 0.27
351 15 15 0.19 0.17 0.24 0.21
352 15 15 0.00 0.00 0.00 0.00
353 15 15 0.00 0.00 0.00 0.00
354 36 36 0.42 0.41 0.51 0.51
355 21 21 0.81 0.80 0.86 0.85
356 24 24 0.77 0.76 0.81 0.81
357 12 12 1.00 1.00 1.00 1.00
758 8 8 0.10 0.10 0.16 0.16
360 48 48 0.44 0.46 0.48 0.52
361 54 54 0.59 0.61 0.63 0.66
362 54 54 0.51 0.57 0.56 0.60
363 24 24 1.00 1.00 1.00 1.00
364 27 27 0.96 1.00 1.00 1.00
365 36 36 0.78 0.89 0.85 0.92
366 54 54 0.65 0.72 0.70 0.74
367 54 54 0.61 0.69 0.66 0.70
368 54 54 0.64 0.71 0.69 0.72
369 54 54 0.61 0.68 0.66 0.70
370 54 54 0.60 0.66 0.64 0.68
371 54 54 0.60 0.66 0.64 0.68
372 54 54 0.60 0.66 0.64 0.68
373 54 54 0.60 0.66 0.64 0.68
374 54 54 0.59 0.66 0.64 0.67
375 54 54 0.59 0.66 0.64 0.67
376 54 54 0.59 0.65 0.63 0.67
377 54 54 0.58 0.64 0.62 0.66
378 54 54 0.57 0.63 0.61 0.64
379 54 54 0.56 0.62 0.60 0.63
380 54 54 0.56 0.61 0.60 0.63
381 54 54 0.58 0.63 0.62 0.65
382 54 54 0.56 0.62 0.60 0.63
250 6 6 0.11 0.11 0.12 0.12
384 30 30 0.39 0.40 0.41 0.45
385 30 30 0.52 0.54 0.53 0.56
559 8 8 0.12 0.12 0.09 0.09
City of Salinas
Existing Sewer Model Results
Peak Hydraulic Capacity, Pipe Upgrades, and CIPs
Pipe ID Existing Diameter
[inches]
Proposed Diameter
[inches]
Existing MDF d/D
(exist pipe dia)
Existing MDF d/D
(proposed pipe dia)
Existing PHWWF d/D
(exist pipe dia)
Existing PHWWF d/D
(proposed pipe dia) CIP Name
392 12 12 0.15 0.15 0.18 0.18
399 21 21 0.45 0.50 0.56 0.56
400 21 21 0.49 0.53 0.59 0.60
401 21 21 0.46 0.49 0.55 0.55
402 21 21 0.44 0.47 0.54 0.54
403 24 24 0.31 0.31 0.39 0.39
404 24 24 0.31 0.31 0.37 0.37
405 21 21 0.43 0.46 0.51 0.52
406 21 21 0.47 0.49 0.51 0.51
407 24 24 0.35 0.36 0.44 0.44
408 24 24 0.31 0.31 0.41 0.41
409 24 24 0.02 0.05 0.07 0.07
325 21 24 1.00 0.62 0.75 0.51 CESAR CHAVEZ PARK
326 21 24 0.99 0.66 0.78 0.55 CESAR CHAVEZ PARK
412 24 27 0.60 0.49 0.53 0.43 CESAR CHAVEZ PARK
419 10 10 0.23 0.23 0.29 0.29
421 15 15 0.62 0.60 0.81 0.82
423 21 21 0.51 0.53 0.69 0.72
424 36 36 0.25 0.24 0.31 0.32
425 36 36 0.39 0.38 0.48 0.49
426 36 36 0.38 0.37 0.45 0.46
430 12 12 0.33 0.33 0.35 0.35
432 12 12 0.31 0.31 0.44 0.44
434 12 12 0.32 0.32 0.45 0.45
435 12 12 0.29 0.29 0.40 0.40
437 12 12 0.29 0.29 0.40 0.40
442 12 12 0.29 0.29 0.41 0.41
447 14 14 0.25 0.38 0.38 0.44
448 12 12 0.26 0.26 0.36 0.36
449 12 12 0.21 0.21 0.17 0.17
453 12 12 0.38 0.38 0.45 0.45
456 12 12 0.37 0.37 0.40 0.40
459 12 12 0.38 0.38 0.38 0.38
461 12 12 0.19 0.19 0.21 0.21
463 30 30 0.35 0.59 0.43 0.56
466 30 30 0.34 0.53 0.40 0.50
467 30 30 0.50 0.60 0.53 0.59
469 14 14 0.37 0.38 0.39 0.31
470 24 24 0.20 0.05 0.18 0.06
471 30 30 0.16 0.26 0.20 0.25
960 8 8 0.23 0.13 0.30 0.19
1285 8 8 0.12 0.12 0.16 0.16
478 10 10 0.10 0.10 0.12 0.12
480 18 18 0.28 0.25 0.44 0.45
482 48 48 0.61 0.60 0.67 0.68
483 48 48 0.69 0.68 0.77 0.78
485 12 12 0.48 0.52 0.73 0.78
486 12 12 0.39 0.43 0.60 0.64
487 18 18 0.27 0.29 0.38 0.40
977 12 15 0.37 0.23 1.00 0.31 NATIVIDAD RD OR ALTERNATIVE 489 18 18 0.40 0.46 0.54 0.61
490 12 12 0.62 0.51 1.00 0.74
491 18 18 0.42 0.47 0.57 0.64
492 18 18 0.41 0.46 0.55 0.62
494 12 12 0.63 0.52 1.00 0.75
495 18 18 0.41 0.47 0.55 0.62
496 18 18 0.41 0.46 0.55 0.62
497 12 12 0.51 0.44 1.00 0.61
498 12 12 0.57 0.48 1.00 0.68
500 12 15 0.90 0.48 1.00 0.66 NATIVIDAD RD OR ALTERNATIVE 501 12 15 0.72 0.32 1.00 0.47 NATIVIDAD RD OR ALTERNATIVE 242 8 8 0.12 0.12 0.13 0.13
504 12 12 0.53 0.46 1.00 0.63
505 18 18 0.42 0.48 0.57 0.63
506 18 18 0.48 0.54 0.65 0.74
474 8 8 0.12 0.12 0.16 0.16
510 21 21 0.44 0.50 0.60 0.68
511 21 21 0.46 0.52 0.63 0.71
512 21 21 0.47 0.53 0.66 0.74
513 21 21 0.48 0.54 0.70 0.80
514 10 10 0.03 0.03 0.03 0.03
516 21 21 0.60 0.64 0.83 0.89
517 21 21 0.54 0.55 0.74 0.78
518 10 10 0.00 0.50 0.07 0.50
759 8 8 0.13 0.13 0.20 0.20
522 30 30 0.35 0.58 0.42 0.56
523 30 30 0.35 0.59 0.43 0.56
525 30 30 0.34 0.60 0.42 0.57
531 18 18 0.29 0.37 0.32 0.32
532 18 18 0.22 0.28 0.24 0.24
535 10 10 0.36 0.13 0.38 0.17
536 10 10 0.44 0.16 0.46 0.21
538 10 10 0.47 0.17 0.50 0.22
544 10 10 0.42 0.15 0.44 0.20
248 6 6 0.14 0.14 0.15 0.15
546 54 54 0.52 0.57 0.56 0.59
547 24 24 0.14 0.14 0.15 0.15
548 48 48 0.46 0.50 0.50 0.51
549 24 24 0.17 0.18 0.22 0.22
552 48 48 0.40 0.44 0.44 0.45
553 54 54 0.50 0.54 0.53 0.56
City of Salinas
Existing Sewer Model Results
Peak Hydraulic Capacity, Pipe Upgrades, and CIPs
Pipe ID Existing Diameter
[inches]
Proposed Diameter
[inches]
Existing MDF d/D
(exist pipe dia)
Existing MDF d/D
(proposed pipe dia)
Existing PHWWF d/D
(exist pipe dia)
Existing PHWWF d/D
(proposed pipe dia) CIP Name
554 48 48 0.49 0.54 0.53 0.55
555 18 18 0.26 0.18 0.27 0.23
556 18 18 0.38 0.35 0.39 0.39
557 27 27 0.07 0.07 0.08 0.08
1338 8 8 0.14 0.14 0.12 0.12
560 21 21 0.36 0.36 0.41 0.41
561 21 21 0.29 0.29 0.34 0.34
563 21 21 0.26 0.26 0.29 0.29
564 21 21 0.30 0.30 0.34 0.34
565 21 21 0.30 0.30 0.35 0.35
566 21 21 0.30 0.30 0.34 0.34
567 21 21 0.34 0.34 0.39 0.39
569 21 21 0.32 0.32 0.37 0.37
570 21 21 0.27 0.27 0.31 0.31
571 21 21 0.30 0.30 0.35 0.35
572 21 21 0.30 0.30 0.34 0.34
411 24 27 0.74 0.57 0.64 0.48 CESAR CHAVEZ PARK
575 30 30 0.35 0.59 0.43 0.57
577 30 30 0.29 0.29 0.34 0.32
578 30 30 0.26 0.26 0.31 0.29
579 30 30 0.31 0.31 0.38 0.35
580 30 30 0.34 0.34 0.41 0.38
581 27 27 0.34 0.34 0.42 0.39
582 21 21 0.35 0.35 0.39 0.39
583 27 27 0.31 0.31 0.38 0.35
584 27 27 0.24 0.24 0.30 0.27
586 27 27 0.22 0.22 0.27 0.25
587 27 27 0.29 0.29 0.35 0.32
588 24 24 0.31 0.31 0.38 0.35
589 24 24 0.33 0.33 0.41 0.37
591 24 24 0.31 0.31 0.39 0.35
592 24 24 0.32 0.32 0.39 0.36
594 10 10 0.66 0.68 0.73 0.82
595 10 10 0.14 0.14 0.22 0.22
596 30 30 0.61 0.63 0.62 0.66
601 30 30 0.63 0.65 0.65 0.69
606 30 30 0.62 0.64 0.64 0.68
607 30 30 0.67 0.69 0.69 0.73
609 30 30 0.71 0.73 0.73 0.77
612 30 30 0.68 0.70 0.70 0.74
615 30 30 0.70 0.72 0.72 0.77
619 24 24 0.57 0.59 0.60 0.63
623 27 27 0.12 0.12 0.15 0.15
626 27 27 0.12 0.12 0.15 0.15
627 27 27 0.11 0.11 0.15 0.15
629 27 27 0.13 0.13 0.17 0.17
631 27 27 0.15 0.15 0.19 0.19
633 27 27 0.14 0.14 0.18 0.18
636 27 27 0.14 0.14 0.17 0.17
639 15 15 0.40 0.40 0.50 0.50
923 6 6 0.14 0.14 0.13 0.13
331 24 27 0.78 0.59 0.67 0.50 CESAR CHAVEZ PARK
330 24 27 0.80 0.59 0.68 0.50 CESAR CHAVEZ PARK
329 24 27 0.81 0.59 0.68 0.50 CESAR CHAVEZ PARK
410 24 27 0.84 0.60 0.69 0.51 CESAR CHAVEZ PARK
338 24 27 0.83 0.48 0.69 0.41 CESAR CHAVEZ PARK
328 24 27 0.83 0.60 0.69 0.51 CESAR CHAVEZ PARK
658 24 24 0.34 0.34 0.42 0.38
659 24 24 0.30 0.30 0.38 0.36
660 24 24 0.26 0.26 0.33 0.33
662 24 24 0.26 0.26 0.33 0.33
665 18 18 0.36 0.36 0.45 0.45
666 48 48 0.56 0.55 0.62 0.62
667 48 48 0.55 0.54 0.58 0.57
669 15 15 0.21 0.20 0.29 0.27
671 15 15 0.26 0.25 0.37 0.35
246 6 6 0.15 0.15 0.16 0.16
675 48 48 0.66 0.65 0.70 0.70
677 48 48 0.59 0.58 0.64 0.63
682 15 15 0.27 0.26 0.38 0.36
686 12 12 0.34 0.39 0.43 0.49
687 15 15 0.31 0.41 0.51 0.68
688 15 15 0.24 0.32 0.39 0.52
240 8 8 0.18 0.18 0.19 0.19
1186 8 8 0.20 0.20 0.16 0.16
723 8 8 0.21 0.21 0.24 0.24
864 8 8 0.23 0.23 0.20 0.20
726 8 8 0.23 0.23 0.28 0.28
917 8 8 0.23 0.23 0.20 0.20
760 8 8 0.24 0.24 0.33 0.33
705 12 12 0.11 0.39 0.17 0.55
707 12 12 0.12 0.45 0.18 0.64
709 12 12 0.11 0.44 0.15 0.63
711 12 12 0.14 0.52 0.18 0.71
712 12 12 0.03 0.41 0.04 0.58
713 12 12 0.08 0.47 0.12 0.66
1456 8 8 0.01 0.01 0.01 0.01
545 8 8 0.63 0.24 0.67 0.30
856 8 8 0.24 0.24 0.21 0.21
275 8 8 0.26 0.26 0.23 0.23
727 12 12 0.31 0.31 0.36 0.36
City of Salinas
Existing Sewer Model Results
Peak Hydraulic Capacity, Pipe Upgrades, and CIPs
Pipe ID Existing Diameter
[inches]
Proposed Diameter
[inches]
Existing MDF d/D
(exist pipe dia)
Existing MDF d/D
(proposed pipe dia)
Existing PHWWF d/D
(exist pipe dia)
Existing PHWWF d/D
(proposed pipe dia) CIP Name
729 12 12 0.15 0.15 0.12 0.12
732 12 12 0.29 0.29 0.25 0.25
734 14 14 0.21 0.21 0.17 0.17
735 12 12 0.35 0.35 0.28 0.28
738 12 12 0.37 0.37 0.30 0.30
743 12 12 0.32 0.32 0.26 0.26
744 15 15 0.29 0.29 0.24 0.24
749 15 15 0.33 0.33 0.29 0.29
751 15 15 0.35 0.35 0.32 0.32
753 18 18 0.21 0.21 0.22 0.22
756 18 18 0.38 0.38 0.42 0.42
757 15 15 0.26 0.25 0.37 0.35
387 8 8 0.07 0.07 0.08 0.08
1363 8 8 0.33 0.32 0.29 0.27
778 6 6 0.28 0.28 0.34 0.34
761 15 15 0.25 0.24 0.37 0.34
762 48 48 0.59 0.58 0.64 0.63
763 24 24 0.17 0.15 0.27 0.25
764 48 48 0.60 0.59 0.65 0.64
766 48 48 0.50 0.49 0.55 0.54
855 8 8 0.28 0.28 0.24 0.24
1358 8 8 1.00 0.29 1.00 0.38
769 24 24 0.15 0.14 0.21 0.20
770 12 12 0.09 0.09 0.16 0.15
771 24 24 0.22 0.21 0.28 0.27
772 15 15 0.00 0.00 0.00 0.00
1354 8 8 0.86 0.29 0.88 0.38
1453 8 8 0.18 0.18 0.23 0.23
CDT_33 8 8 0.24 0.30 0.20 0.24
239 8 8 0.30 0.30 0.28 0.28
CDT_19 8 8 0.30 0.30 0.49 0.49
1428 8 8 0.41 0.41 0.52 0.52
779 12 12 0.28 0.28 0.40 0.40
783 14 14 0.23 0.23 0.27 0.27
785 14 14 0.23 0.23 0.28 0.28
787 12 12 0.25 0.25 0.30 0.30
788 12 12 0.26 0.26 0.31 0.31
789 18 18 0.43 0.43 0.47 0.47
792 14 14 0.13 0.13 0.16 0.16
795 18 18 0.38 0.38 0.43 0.43
796 18 18 0.37 0.37 0.42 0.42
800 18 18 0.40 0.40 0.46 0.46
801 18 18 0.48 0.48 0.54 0.54
802 18 18 0.44 0.44 0.49 0.49
804 18 18 0.40 0.40 0.45 0.45
805 18 18 0.39 0.39 0.44 0.44
807 18 18 0.27 0.27 0.31 0.31
808 18 18 0.34 0.34 0.40 0.40
809 12 12 0.70 0.70 0.84 0.84
810 18 18 0.53 0.53 0.61 0.61
811 15 15 0.30 0.30 0.37 0.37
814 18 18 0.44 0.44 0.51 0.51
815 21 21 0.38 0.38 0.44 0.44
818 18 18 0.49 0.49 0.58 0.58
819 18 18 0.45 0.45 0.53 0.53
821 15 15 0.38 0.38 0.61 0.61
824 15 15 0.73 0.73 0.87 0.87
825 15 15 0.56 0.56 0.66 0.66
828 21 21 0.34 0.34 0.39 0.39
831 21 21 0.42 0.42 0.49 0.49
834 21 21 0.54 0.54 0.62 0.62
835 24 24 0.34 0.34 0.39 0.39
838 24 24 0.34 0.34 0.39 0.39
843 21 21 0.52 0.57 0.64 0.64
846 21 21 0.46 0.53 0.56 0.56
847 12 12 0.17 0.17 0.21 0.21
848 21 21 0.40 0.45 0.48 0.48
850 21 21 0.45 0.50 0.55 0.55
851 21 21 0.36 0.40 0.44 0.44
852 15 15 0.44 0.44 0.38 0.37
853 15 15 0.32 0.32 0.27 0.27
1402 8 8 0.38 0.38 0.49 0.49
1454 8 8 0.14 0.14 0.18 0.18
1369 8 12 0.86 0.32 1.00 0.43 LAUREL DR/N MAIN ST
863 15 15 0.32 0.32 0.28 0.28
1327 8 12 1.00 0.32 1.00 0.44 LAUREL DR/N MAIN ST
867 10 10 0.11 0.11 0.10 0.10
869 10 10 0.17 0.17 0.15 0.15
872 12 12 0.33 0.33 0.41 0.41
874 12 12 0.32 0.32 0.41 0.41
875 12 12 0.32 0.32 0.40 0.40
878 12 12 0.20 0.20 0.25 0.25
880 18 18 0.15 0.15 0.19 0.19
881 18 18 0.21 0.21 0.26 0.26
882 15 15 0.35 0.35 0.30 0.30
886 15 15 0.24 0.24 0.21 0.20
888 12 12 0.40 0.40 0.34 0.34
889 15 15 0.17 0.17 0.15 0.15
327 24 27 0.85 0.62 0.71 0.52 CESAR CHAVEZ PARK
891 14 15 0.67 0.47 0.55 0.40
892 15 15 0.19 0.19 0.17 0.16
City of Salinas
Existing Sewer Model Results
Peak Hydraulic Capacity, Pipe Upgrades, and CIPs
Pipe ID Existing Diameter
[inches]
Proposed Diameter
[inches]
Existing MDF d/D
(exist pipe dia)
Existing MDF d/D
(proposed pipe dia)
Existing PHWWF d/D
(exist pipe dia)
Existing PHWWF d/D
(proposed pipe dia) CIP Name
893 10 10 0.50 0.50 0.43 0.43
894 10 10 0.17 0.17 0.14 0.14
896 12 12 0.05 0.05 0.05 0.05
897 15 15 0.75 0.49 0.51 0.42
899 12 12 0.15 0.15 0.14 0.14
903 15 15 0.49 0.49 0.42 0.42
316 8 8 0.36 0.34 0.82 0.42
1401 8 8 0.42 0.42 0.54 0.54
908 15 15 0.38 0.38 0.33 0.33
911 15 15 0.52 0.52 0.46 0.46
912 15 15 0.50 0.50 0.44 0.44
777 8 8 0.38 0.34 1.00 0.44
1356 8 8 0.36 0.34 1.00 0.48
920 12 12 0.04 0.04 0.03 0.03
921 15 15 0.45 0.45 0.38 0.38
922 15 15 0.36 0.36 0.31 0.31
1372 8 12 0.69 0.34 1.00 0.46 LAUREL DR/N MAIN ST
924 15 15 0.30 0.30 0.26 0.26
776 8 8 0.37 0.34 1.00 0.44
928 15 15 0.21 0.21 0.18 0.18
929 15 15 0.25 0.25 0.22 0.22
931 15 15 0.34 0.34 0.30 0.30
1452 8 8 0.26 0.26 0.32 0.32
933 15 15 0.15 0.15 0.13 0.13
935 18 18 0.45 0.30 0.45 0.30
936 18 18 0.44 0.33 0.45 0.34
940 18 18 0.52 0.41 0.55 0.44
945 18 18 0.48 0.37 0.52 0.41
946 18 18 0.58 0.46 0.62 0.51
948 18 18 0.57 0.45 0.62 0.50
949 10 12 0.46 0.31 0.51 0.36 0.00
950 18 12 0.14 0.14 0.16 0.18
951 18 18 0.15 0.09 0.17 0.12
953 18 18 0.46 0.37 0.50 0.41
955 18 18 0.61 0.49 0.67 0.55
956 18 18 0.42 0.33 0.46 0.37
957 18 18 0.54 0.43 0.60 0.49
1403 8 8 0.44 0.44 0.56 0.56
963 10 12 0.35 0.28 0.46 0.37 0.00
1425 8 8 0.45 0.45 0.58 0.58
967 10 10 0.73 0.61 0.81 0.70
968 10 10 0.43 0.37 0.47 0.42
969 18 18 0.89 0.56 1.00 0.78
970 18 18 0.90 0.56 1.00 0.79
971 18 18 0.87 0.51 1.00 0.75
973 18 18 0.79 0.44 1.00 0.67
974 18 18 0.81 0.48 1.00 0.70
978 12 15 0.49 0.33 1.00 0.42 NATIVIDAD RD OR ALTERNATIVE 979 12 15 0.42 0.28 1.00 0.36 NATIVIDAD RD OR ALTERNATIVE 984 12 15 0.43 0.29 1.00 0.37 NATIVIDAD RD OR ALTERNATIVE 1012 12 15 0.58 0.37 1.00 0.49 NATIVIDAD RD OR ALTERNATIVE 1013 12 15 0.67 0.42 1.00 0.57 NATIVIDAD RD OR ALTERNATIVE 1386 12 15 0.81 0.46 1.00 0.63 NATIVIDAD RD OR ALTERNATIVE 1389 12 15 0.82 0.49 1.00 0.68 NATIVIDAD RD OR ALTERNATIVE 488 15 18 0.78 0.44 0.85 0.59 NATIVIDAD RD OR ALTERNATIVE 985 15 18 0.65 0.49 1.00 0.64 NATIVIDAD RD OR ALTERNATIVE 986 15 18 0.66 0.48 1.00 0.66 NATIVIDAD RD OR ALTERNATIVE 988 15 18 0.73 0.53 1.00 0.72 NATIVIDAD RD OR ALTERNATIVE 989 15 18 0.72 0.52 1.00 0.71 NATIVIDAD RD OR ALTERNATIVE 995 18 18 0.28 0.28 0.35 0.35
996 18 18 0.38 0.38 0.48 0.48
998 18 18 0.22 0.22 0.29 0.29
1000 18 18 0.13 0.13 0.18 0.18
990 15 18 0.69 0.52 1.00 0.70 NATIVIDAD RD OR ALTERNATIVE 1003 12 12 0.58 0.41 1.00 0.57
1004 12 12 0.64 0.47 1.00 0.67
992 15 18 0.77 0.56 1.00 0.75 NATIVIDAD RD OR ALTERNATIVE 993 15 18 0.74 0.53 1.00 0.73 NATIVIDAD RD OR ALTERNATIVE 1009 12 12 0.42 0.19 1.00 0.31
994 15 18 0.69 0.50 1.00 0.68 NATIVIDAD RD OR ALTERNATIVE 1002 15 18 0.61 0.47 1.00 0.63 NATIVIDAD RD OR ALTERNATIVE 1005 15 18 0.48 0.36 1.00 0.48 NATIVIDAD RD OR ALTERNATIVE 1014 15 15 0.57 0.57 0.49 0.49
1017 12 12 0.27 0.27 0.22 0.22
1021 18 18 0.29 0.29 0.34 0.34
1023 18 18 0.25 0.25 0.29 0.29
1024 12 12 0.29 0.29 0.33 0.33
1025 12 12 0.29 0.29 0.33 0.33
1027 12 12 0.30 0.30 0.35 0.35
1029 12 12 0.29 0.29 0.33 0.33
1031 12 12 0.29 0.29 0.33 0.33
1033 12 12 0.29 0.29 0.33 0.33
1035 12 12 0.27 0.27 0.31 0.31
1037 12 12 0.27 0.27 0.30 0.30
1040 12 12 0.26 0.26 0.30 0.30
1042 12 12 0.16 0.16 0.17 0.17
1044 12 12 0.11 0.11 0.09 0.09
1046 12 12 0.11 0.11 0.09 0.09
1049 12 12 0.11 0.11 0.09 0.09
1052 12 12 0.24 0.26 0.36 0.40
1053 12 12 0.31 0.34 0.46 0.49
City of Salinas
Existing Sewer Model Results
Peak Hydraulic Capacity, Pipe Upgrades, and CIPs
Pipe ID Existing Diameter
[inches]
Proposed Diameter
[inches]
Existing MDF d/D
(exist pipe dia)
Existing MDF d/D
(proposed pipe dia)
Existing PHWWF d/D
(exist pipe dia)
Existing PHWWF d/D
(proposed pipe dia) CIP Name
1055 12 12 0.38 0.41 0.57 0.61
1056 12 12 0.36 0.39 0.53 0.57
1060 12 12 0.29 0.32 0.40 0.44
1061 12 12 0.35 0.39 0.48 0.53
1063 12 12 0.40 0.45 0.55 0.61
1065 12 12 0.41 0.46 0.56 0.63
1068 12 12 0.31 0.36 0.43 0.50
1071 14 14 0.86 0.97 1.00 1.00
1078 15 15 0.29 0.39 0.48 0.62
1079 15 15 0.26 0.34 0.43 0.55
1081 15 15 0.23 0.30 0.38 0.48
1093 48 48 0.59 0.60 0.67 0.70
1096 10 10 0.54 0.54 0.56 0.56
1097 10 10 0.29 0.29 0.41 0.41
1101 15 15 0.31 0.40 0.52 0.67
1108 27 27 0.24 0.33 0.26 0.35
1109 12 12 0.23 0.23 0.30 0.30
1110 27 27 0.11 0.11 0.14 0.14
1114 24 24 0.58 0.60 0.60 0.63
1115 24 24 0.63 0.65 0.66 0.69
1116 24 24 0.51 0.53 0.53 0.56
1131 12 12 0.38 0.38 0.48 0.48
1132 12 12 0.43 0.41 0.55 0.52
1134 12 12 0.37 0.34 0.47 0.43
1139 27 27 0.24 0.36 0.26 0.38
1140 27 27 0.20 0.35 0.23 0.39
1141 27 27 0.23 0.37 0.26 0.40
1146 15 18 0.64 0.43 0.70 0.47 NORTHRIDGE MALL
1152 15 18 0.64 0.43 0.70 0.46 NORTHRIDGE MALL
1154 15 18 0.67 0.46 0.73 0.49 NORTHRIDGE MALL
1155 15 18 0.65 0.44 0.71 0.47 NORTHRIDGE MALL
1159 15 18 0.68 0.44 0.73 0.47 NORTHRIDGE MALL
1162 15 18 0.68 0.49 0.90 0.52 NORTHRIDGE MALL
1164 18 18 0.61 0.58 0.95 0.61
1167 18 18 0.72 0.63 1.00 0.66
1172 27 27 0.17 0.25 0.21 0.29
1175 15 18 0.63 0.43 0.68 0.46 NORTHRIDGE MALL
1177 15 15 0.54 0.55 0.57 0.57
1182 27 27 0.25 0.32 0.26 0.35
1183 27 27 0.24 0.33 0.26 0.35
CDT_47 8 8 0.17 0.17 0.15 0.15
1206 15 15 0.27 0.36 0.45 0.58
1207 15 15 0.31 0.41 0.52 0.68
1208 15 15 0.34 0.45 0.57 0.74
1209 15 15 0.33 0.44 0.56 0.74
1210 15 15 0.33 0.43 0.56 0.73
1211 15 15 0.32 0.42 0.55 0.76
1212 15 15 0.33 0.44 0.58 0.83
1213 15 15 0.36 0.47 0.62 0.83
1214 48 48 0.70 0.72 0.76 0.79
1215 48 48 0.71 0.73 0.79 0.80
1216 48 48 0.71 0.73 0.80 0.81
1217 48 48 0.73 0.75 0.82 0.84
1218 48 48 0.74 0.76 0.83 0.86
1219 48 48 0.69 0.70 0.78 0.81
1220 48 48 0.63 0.64 0.71 0.75
1221 10 10 0.61 0.61 0.58 0.58
1222 10 10 0.23 0.23 0.19 0.19
1223 10 10 0.27 0.27 0.22 0.22
1224 10 10 0.27 0.27 0.22 0.22
1225 10 10 0.28 0.28 0.23 0.23
1226 10 10 0.28 0.28 0.22 0.22
1227 10 10 0.26 0.26 0.21 0.21
1228 12 12 0.22 0.22 0.18 0.18
1229 10 10 0.27 0.27 0.22 0.22
1230 24 24 0.10 0.10 0.13 0.13
1231 24 24 0.07 0.07 0.08 0.08
1232 24 24 0.05 0.05 0.06 0.06
1233 24 24 0.03 0.03 0.03 0.03
1234 24 24 0.02 0.02 0.02 0.02
1235 18 24 0.79 0.50 0.86 0.53 CHEROKEE DR
1236 18 24 0.87 0.46 1.00 0.50 CHEROKEE DR
1237 18 24 0.77 0.43 1.00 0.46 CHEROKEE DR
1238 18 24 0.67 0.40 0.85 0.42 CHEROKEE DR
1239 18 24 0.82 0.46 0.85 0.49 CHEROKEE DR
1240 18 24 1.00 0.48 1.00 0.52 CHEROKEE DR
1241 12 12 0.77 0.23 0.81 0.24
1242 12 12 0.71 0.22 0.74 0.23
1243 12 12 0.70 0.25 0.72 0.26
1244 18 24 1.00 0.49 1.00 0.52 CHEROKEE DR
1245 18 24 1.00 0.50 1.00 0.53 CHEROKEE DR
1248 18 24 0.80 0.41 1.00 0.44 CHEROKEE DR
1252 12 12 0.53 0.21 0.54 0.24
1253 18 24 0.60 0.36 0.82 0.39 CHEROKEE DR
1254 18 24 0.59 0.36 0.64 0.38 CHEROKEE DR
1255 15 15 0.57 0.57 0.61 0.61
1257 27 27 0.28 0.36 0.30 0.38
1259 27 27 0.27 0.34 0.29 0.36
1426 8 8 0.48 0.48 0.62 0.62
1267 12 12 0.31 0.31 0.39 0.39
1269 12 12 0.38 0.38 0.48 0.48
City of Salinas
Existing Sewer Model Results
Peak Hydraulic Capacity, Pipe Upgrades, and CIPs
Pipe ID Existing Diameter
[inches]
Proposed Diameter
[inches]
Existing MDF d/D
(exist pipe dia)
Existing MDF d/D
(proposed pipe dia)
Existing PHWWF d/D
(exist pipe dia)
Existing PHWWF d/D
(proposed pipe dia) CIP Name
1272 15 15 0.39 0.39 0.49 0.49
1273 12 12 0.32 0.32 0.40 0.40
1275 10 10 0.29 0.29 0.37 0.37
1279 10 10 0.27 0.27 0.34 0.34
1280 10 10 0.40 0.40 0.51 0.51
1281 10 10 0.37 0.37 0.47 0.47
1283 36 36 0.59 0.57 0.67 0.66
775 8 8 0.39 0.36 1.00 0.45
1286 36 36 0.78 0.76 0.84 0.82
1287 14 14 0.02 0.02 0.01 0.01
774 8 8 0.39 0.36 1.00 0.45
1289 30 30 0.66 0.64 0.67 0.62
1427 8 8 0.48 0.48 0.62 0.62
1431 8 8 0.33 0.33 0.43 0.42
1292 30 30 0.73 0.73 0.76 0.68
1293 48 48 0.68 0.67 0.72 0.71
1294 48 48 0.59 0.58 0.63 0.62
1305 24 24 0.12 0.12 0.16 0.17
1306 48 48 0.66 0.66 0.74 0.75
1307 48 48 0.67 0.67 0.75 0.77
1308 48 48 0.56 0.56 0.63 0.66
1309 48 48 0.56 0.56 0.62 0.65
1313 12 12 1.00 1.00 1.00 1.00
1320 12 12 0.26 0.26 0.31 0.31
1321 12 12 0.24 0.24 0.28 0.28
1324 12 12 0.19 0.19 0.23 0.23
1325 12 12 0.25 0.25 0.30 0.30
CDT_11 10 10 0.73 0.58 0.74 0.61
1329 18 18 0.11 0.11 0.13 0.13
1332 12 12 0.06 0.06 0.06 0.06
1333 12 12 0.30 0.30 0.35 0.35
1335 18 18 0.23 0.23 0.27 0.27
1432 8 8 0.44 0.44 0.56 0.56
1341 18 18 0.22 0.24 0.25 0.25
1342 10 10 0.10 0.10 0.08 0.08
1344 12 12 0.27 0.38 0.25 0.25
1349 10 10 0.34 0.49 0.32 0.32
1350 10 10 0.34 0.51 0.28 0.28
1351 10 10 0.33 0.52 0.27 0.27
1352 10 10 0.29 0.45 0.24 0.24
773 8 8 0.41 0.38 1.00 0.47
1362 8 12 1.00 0.38 1.00 0.51 LAUREL DR/N MAIN ST
914 8 8 0.39 0.39 0.34 0.34
1361 8 12 1.00 0.39 1.00 0.53 LAUREL DR/N MAIN ST
904 8 8 0.40 0.40 0.34 0.34
1359 12 12 0.53 0.25 0.77 0.34
358 12 15 0.41 0.40 0.85 0.60 LAUREL DR/N MAIN ST
1404 8 8 0.53 0.53 0.69 0.69
1405 8 8 0.53 0.53 0.69 0.69
860 8 8 0.43 0.43 0.39 0.39
1368 12 12 0.00 0.00 0.00 0.00
690 12 15 0.46 0.42 1.00 0.65 LAUREL DR/N MAIN ST
692 12 15 0.48 0.46 1.00 0.70 LAUREL DR/N MAIN ST
693 12 15 0.42 0.42 1.00 0.64 LAUREL DR/N MAIN ST
694 12 15 0.39 0.40 1.00 0.61 LAUREL DR/N MAIN ST
696 12 15 0.38 0.40 1.00 0.62 LAUREL DR/N MAIN ST
702 12 15 0.29 0.34 1.00 0.51 LAUREL DR/N MAIN ST
703 10 15 0.24 0.31 1.00 0.43 LAUREL DR/N MAIN ST
717 12 15 0.37 0.39 1.00 0.57 LAUREL DR/N MAIN ST
767 12 15 0.40 0.42 1.00 0.63 LAUREL DR/N MAIN ST
1006 15 18 0.90 0.52 1.00 0.72 NATIVIDAD RD OR ALTERNATIVE 1010 15 18 1.00 0.58 1.00 0.80 NATIVIDAD RD OR ALTERNATIVE 1390 15 18 0.48 0.36 1.00 0.49 NATIVIDAD RD OR ALTERNATIVE 1380 8 8 0.44 0.44 1.00 0.59
965 10 10 0.53 0.42 0.62 0.50
1450 8 8 0.32 0.32 0.39 0.39
507 8 8 0.52 0.45 0.61 0.52
1375 8 8 0.45 0.45 1.00 0.62
1406 10 10 0.54 0.54 0.53 0.53
1408 10 10 0.04 0.04 0.03 0.03
1413 27 27 0.23 0.33 0.25 0.36
1416 12 12 0.93 0.25 0.94 0.26
1417 12 12 1.00 0.23 1.00 0.24
1418 12 12 1.00 0.12 1.00 0.13
1419 12 12 1.00 0.00 1.00 0.00
1385 8 8 0.45 0.45 0.98 0.62
907 8 8 0.47 0.47 0.41 0.41
1263 8 8 0.64 0.62 0.82 0.79
1357 8 8 0.10 0.48 1.00 0.67
1429 10 10 0.27 0.27 0.34 0.34
1383 8 8 0.49 0.49 1.00 0.67
716 8 8 0.36 0.50 0.53 0.70
1433 10 10 0.23 0.23 0.29 0.29
1437 10 10 0.28 0.28 0.35 0.35
1438 10 10 0.31 0.31 0.38 0.38
1440 10 10 0.31 0.31 0.38 0.38
1443 10 10 0.31 0.31 0.39 0.39
1444 10 10 0.16 0.16 0.19 0.19
1449 10 10 0.28 0.28 0.35 0.35
1374 8 8 0.49 0.50 1.00 0.71
CDT_39 6 6 0.50 0.50 0.50 0.50
City of Salinas
Existing Sewer Model Results
Peak Hydraulic Capacity, Pipe Upgrades, and CIPs
Pipe ID Existing Diameter
[inches]
Proposed Diameter
[inches]
Existing MDF d/D
(exist pipe dia)
Existing MDF d/D
(proposed pipe dia)
Existing PHWWF d/D
(exist pipe dia)
Existing PHWWF d/D
(proposed pipe dia) CIP Name
1373 8 8 0.59 0.50 1.00 0.70
383 8 8 0.28 0.48 0.48 0.51
1384 8 8 0.53 0.53 1.00 0.72
1457 24 24 0.34 0.34 0.42 0.38
1458 27 27 0.31 0.31 0.39 0.35
1459 27 27 0.31 0.31 0.39 0.35
1460 27 27 0.31 0.31 0.39 0.35
1461 27 27 0.31 0.31 0.39 0.35
1462 27 27 0.29 0.29 0.36 0.33
1463 27 27 0.32 0.32 0.40 0.37
1464 30 30 0.36 0.36 0.43 0.40
1465 21 21 0.53 0.54 0.72 0.76
1466 21 21 0.53 0.54 0.74 0.78
1467 21 21 0.57 0.58 0.79 0.84
1468 10 10 0.37 0.43 0.47 0.55
1469 18 18 0.83 0.56 1.00 0.72
1470 18 18 0.77 0.53 1.00 0.66
1471 27 27 0.49 0.55 0.50 0.57
1472 27 27 0.52 0.59 0.53 0.61
1473 27 27 0.50 0.56 0.51 0.58
1474 12 12 0.35 0.28 0.40 0.32
1478 10 10 0.90 0.90 0.92 0.92
314 8 8 0.56 0.53 0.82 0.62
347 8 8 0.61 0.58 0.76 0.68
CDT_101 30 30 0.58 0.60 0.60 0.63
768 12 15 0.32 0.36 1.00 0.54 LAUREL DR/N MAIN ST
CDT_111 18 18 0.44 0.30 0.58 0.37
CDT_113 42 42 0.66 0.71 0.70 0.72
CDT_117 36 36 0.78 0.89 0.85 0.92
CDT_119 27 27 0.96 1.00 1.00 1.00
CDT_123 14 14 1.00 1.00 1.00 1.00
CDT_125 12 12 1.00 1.00 1.00 1.00
CDT_131 15 18 0.47 0.37 0.65 0.47
CDT_133 15 18 0.49 0.42 0.68 0.56
CDT_153 12 15 0.48 0.36 1.00 0.44
CDT_155 12 15 0.51 0.37 1.00 0.47
CDT_157 18 18 0.07 0.07 0.09 0.09
CDT_159 18 18 0.00 0.00 0.00 0.00
CDT_161 18 18 0.00 0.00 0.00 0.00
CDT_163 18 18 0.00 0.00 0.00 0.00
CDT_165 18 18 0.00 0.00 0.00 0.00
1291 8 8 0.55 0.57 0.60 0.46
1290 8 8 0.59 0.59 0.63 0.62
1482 8 8 0.67 0.66 0.65 0.64
1483 8 8 0.67 0.67 0.67 0.67
CDT_51 8 8 0.63 0.63 0.63 0.60
CDT_45 4 4 0.79 0.79 0.81 0.78
CDT_35 10 10 0.36 0.57 0.29 0.29
CDT_37 6 6 0.90 0.90 0.85 0.85
CDT_21 6 6 0.86 0.91 0.94 1.00
CDT_23 2 2 1.00 1.00 1.00 1.00
CDT_29 6 6 1.00 1.00 1.00 1.00
CDT_31 6 6 0.84 1.00 0.78 0.78
CDT_53 12 12 1.00 1.00 1.00 1.00
CDT_55 12 12 1.00 1.00 1.00 1.00
CDT_57 12 12 0.05 0.05 0.04 0.04
CDT_59 10 10 0.00 0.00 0.00 0.00
CDT_63 12 12 0.30 0.35 0.39 0.45
CDT_69 12 12 0.00 0.16 0.14 0.13
CDT_71 12 12 0.00 0.12 0.11 0.11
CDT_75 18 18 0.00 0.56 1.00 0.77
CDT_83 54 54 0.00 0.63 0.61 0.64
CDT_85 54 54 0.00 0.63 0.62 0.65
CDT_87 12 12 0.00 0.30 0.24 0.24
CDT_89 12 12 0.00 0.17 0.49 0.21
CDT_93 18 18 0.00 0.51 0.60 0.60
City of Salinas
Future Sewer Model Results
Peak Hydraulic Capacity, Pipe Upgrades, and CIPs
Pipe ID Existing Diameter
[inches]
Proposed Diameter
[inches]
Existing MDF d/D
(exist pipe dia)
Existing MDF d/D
(proposed pipe dia)
Existing PHWWF d/D
(exist pipe dia)
Existing PHWWF d/D
(proposed pipe dia) CIP Name
0 30 30 0.81 0.81 0.77 0.84
1 30 30 0.70 0.70 0.68 0.73
2 30 30 0.83 0.83 0.74 0.74
6 24 30 0.92 0.92 1.00 0.51 NORTH DAVIS RD.
7 24 30 0.90 0.90 1.00 0.53 NORTH DAVIS RD.
10 54 54 0.62 0.62 0.67 0.68
12 42 42 0.54 0.54 0.55 0.57
13 42 42 0.38 0.38 0.39 0.40
14 42 42 0.36 0.36 0.36 0.37
15 42 42 0.51 0.51 0.50 0.52
16 42 42 0.49 0.49 0.47 0.50
17 42 42 0.47 0.47 0.46 0.48
18 42 42 0.46 0.46 0.45 0.48
19 42 42 0.46 0.46 0.45 0.48
20 42 42 0.46 0.46 0.45 0.48
21 42 42 0.46 0.46 0.45 0.48
22 42 42 0.46 0.46 0.45 0.47
23 42 42 0.46 0.46 0.45 0.47
24 42 42 0.46 0.46 0.45 0.47
25 42 42 0.45 0.45 0.45 0.47
26 42 42 0.36 0.36 0.36 0.38
27 42 42 0.28 0.28 0.27 0.28
28 42 42 0.37 0.37 0.37 0.38
29 42 42 0.39 0.39 0.38 0.40
30 42 42 0.63 0.63 0.68 0.69
31 42 42 0.48 0.48 0.51 0.52
33 18 18 0.94 0.94 0.94 0.63
34 18 18 0.17 0.17 0.20 0.19
35 18 18 0.21 0.21 0.26 0.25
36 18 18 0.19 0.19 0.23 0.22
37 18 18 0.18 0.18 0.21 0.21
38 18 18 0.16 0.16 0.20 0.19
41 10 10 0.63 0.63 0.67 0.67
42 10 10 0.21 0.21 0.29 0.29
43 18 18 1.00 1.00 1.00 0.69
46 18 18 0.91 0.91 0.90 0.62
47 10 10 0.19 0.19 0.23 0.23
48 18 18 0.87 0.87 0.86 0.60
49 18 18 0.77 0.77 0.75 0.54
50 18 18 0.81 0.81 0.80 0.57
51 18 18 0.84 0.84 0.83 0.59
53 10 10 0.28 0.28 0.34 0.34
54 10 10 0.30 0.30 0.36 0.36
55 18 18 0.75 0.75 0.73 0.52
56 18 18 0.74 0.74 0.73 0.52
59 21 21 0.15 0.15 0.19 0.18
62 21 21 0.15 0.15 0.19 0.19
63 21 21 0.12 0.12 0.14 0.14
66 21 21 0.11 0.11 0.13 0.13
70 21 21 0.10 0.10 0.12 0.12
71 21 21 0.12 0.12 0.13 0.13
73 21 21 0.12 0.12 0.12 0.12
74 21 21 0.14 0.14 0.15 0.15
77 21 21 0.08 0.08 0.08 0.08
78 21 21 0.09 0.09 0.09 0.09
80 18 18 0.13 0.13 0.14 0.14
81 18 18 0.12 0.12 0.14 0.14
82 18 18 0.98 0.98 0.97 0.63
83 18 18 0.98 0.98 0.98 0.64
84 21 21 0.15 0.15 0.16 0.16
87 21 21 0.09 0.09 0.10 0.10
90 21 21 0.07 0.07 0.06 0.06
91 21 21 0.06 0.06 0.05 0.05
92 18 18 0.76 0.76 0.74 0.53
93 18 18 0.59 0.59 0.58 0.44
94 18 18 0.78 0.78 0.76 0.55
95 24 24 0.66 0.66 0.69 0.67
96 12 12 0.65 0.65 0.79 0.72
98 21 21 0.42 0.42 0.50 0.47
99 24 24 0.67 0.67 0.71 0.69
100 21 21 0.66 0.66 0.74 0.71
101 10 10 0.62 0.62 0.71 0.69
102 10 10 0.18 0.18 0.22 0.21
103 21 21 0.46 0.46 0.52 0.51
105 18 18 0.39 0.39 0.43 0.43
106 33 33 0.42 0.42 0.42 0.51
107 33 33 0.57 0.57 0.56 0.62
108 33 33 0.54 0.54 0.54 0.60
109 33 33 0.54 0.54 0.54 0.60
110 33 33 0.60 0.60 0.60 0.61
111 33 33 0.55 0.55 0.54 0.61
113 27 27 0.76 0.76 0.75 0.85
114 27 27 0.70 0.70 0.69 0.78
115 18 18 0.69 0.69 0.68 0.75
116 18 18 0.56 0.56 0.56 0.61
118 18 18 0.76 0.76 0.69 0.65
119 18 18 0.79 0.79 0.68 0.68
123 21 21 0.85 0.85 0.84 0.70
124 21 21 0.78 0.78 0.76 0.65
125 21 21 0.61 0.61 0.58 0.50
127 12 12 0.68 0.68 0.62 0.62
City of Salinas
Future Sewer Model Results
Peak Hydraulic Capacity, Pipe Upgrades, and CIPs
Pipe ID Existing Diameter
[inches]
Proposed Diameter
[inches]
Existing MDF d/D
(exist pipe dia)
Existing MDF d/D
(proposed pipe dia)
Existing PHWWF d/D
(exist pipe dia)
Existing PHWWF d/D
(proposed pipe dia) CIP Name
130 10 10 0.77 0.77 0.68 0.68
131 10 10 0.78 0.78 0.69 0.69
134 15 18 0.86 0.86 0.74 0.57 ABBOTT ST.
135 18 18 0.74 0.74 0.64 0.64
136 18 18 0.75 0.75 0.65 0.65
138 18 18 0.73 0.73 0.64 0.64
139 15 18 0.96 0.96 0.84 0.56 ABBOTT ST.
146 10 10 0.55 0.55 0.54 0.44
147 10 10 0.09 0.09 0.07 0.07
148 12 15 1.00 1.00 0.80 0.49 ABBOTT ST.
149 10 10 0.75 0.75 0.67 0.67
150 10 10 0.71 0.71 0.65 0.65
154 10 10 0.80 0.80 0.73 0.73
156 12 12 0.58 0.58 0.52 0.52
157 12 12 0.86 0.86 0.77 0.54
158 12 15 1.00 1.00 0.84 0.43 ABBOTT ST.
159 12 18 1.00 1.00 1.00 0.38 ABBOTT ST.
162 12 18 1.00 1.00 1.00 0.54 ABBOTT ST.
164 24 27 0.75 0.75 0.74 0.69 SOUTH SANBORN RD.
165 24 27 0.82 0.82 0.81 0.65 SOUTH SANBORN RD.
166 24 27 0.91 0.91 0.91 0.73 SOUTH SANBORN RD.
167 21 21 0.82 0.82 0.81 0.66
168 21 24 0.97 0.97 0.96 0.79 SOUTH SANBORN RD.
170 12 12 0.35 0.35 0.34 0.22
172 21 21 0.85 0.85 0.84 0.74
175 21 21 0.76 0.76 0.76 0.70
176 18 21 0.87 0.87 0.87 0.66 SOUTH SANBORN RD.
177 21 21 0.63 0.63 0.62 0.63
178 18 21 0.81 0.81 0.81 0.68 SOUTH SANBORN RD.
179 15 18 0.54 0.54 0.54 0.49
180 18 21 0.81 0.81 0.81 0.72 SOUTH SANBORN RD.
181 18 21 0.80 0.80 0.80 0.71 SOUTH SANBORN RD.
183 18 21 0.90 0.90 0.90 0.77 SOUTH SANBORN RD.
185 18 21 0.86 0.86 0.85 0.71 SOUTH SANBORN RD.
186 18 21 0.65 0.65 0.63 0.52 SOUTH SANBORN RD.
190 15 15 0.11 0.11 0.14 0.14
191 15 15 0.18 0.18 0.21 0.21
192 15 15 0.40 0.40 0.39 0.39
194 18 21 0.57 0.57 0.56 0.47 SOUTH SANBORN RD.
195 18 21 0.50 0.50 0.48 0.41 SOUTH SANBORN RD.
196 18 21 0.66 0.66 0.61 0.51 SOUTH SANBORN RD.
198 18 21 0.77 0.77 0.71 0.59 SOUTH SANBORN RD.
199 18 21 0.82 0.82 0.80 0.66 EAST ALISAL ST.
201 18 21 1.00 1.00 1.00 0.70 EAST ALISAL ST.
205 18 21 1.00 1.00 1.00 0.56 EAST ALISAL ST.
206 18 18 0.67 0.67 0.58 0.54 EAST ALISAL ST.
210 15 15 0.21 0.21 0.19 0.19
211 15 15 0.42 0.42 0.42 0.47
215 15 15 0.15 0.15 0.16 0.15
218 15 15 0.17 0.17 0.17 0.17
221 12 12 0.20 0.20 0.19 0.18
223 12 12 0.18 0.18 0.16 0.15
227 12 12 0.08 0.08 0.10 0.10
230 15 18 1.00 1.00 1.00 0.58 EAST ALISAL ST.
233 15 18 0.86 0.86 0.83 0.63 EAST ALISAL ST.
234 15 18 1.00 1.00 0.84 0.60 EAST ALISAL ST.
235 15 18 1.00 1.00 0.80 0.51 EAST ALISAL ST.
236 15 18 1.00 1.00 0.99 0.56 EAST ALISAL ST.
237 15 18 1.00 1.00 1.00 0.56 EAST ALISAL ST.
239 8 8 1.00 1.00 1.00 0.40
240 8 8 1.00 1.00 1.00 0.19
241 6 6 1.00 1.00 0.73 0.00
242 8 8 1.00 1.00 0.76 0.13
244 15 18 1.00 1.00 1.00 0.59 EAST ALISAL ST.
245 15 18 1.00 1.00 1.00 0.59 EAST ALISAL ST.
246 6 6 1.00 1.00 0.43 0.16
247 15 18 1.00 1.00 1.00 0.61 EAST ALISAL ST.
248 6 6 0.56 0.56 0.15 0.15
249 15 18 1.00 1.00 1.00 0.62 EAST ALISAL ST.
250 6 6 0.11 0.11 0.12 0.12
254 15 18 1.00 1.00 1.00 0.62 EAST ALISAL ST.
255 15 18 1.00 1.00 1.00 0.58 EAST ALISAL ST.
257 15 18 1.00 1.00 1.00 0.58 EAST ALISAL ST.
258 15 18 1.00 1.00 1.00 0.62 EAST ALISAL ST.
262 15 18 1.00 1.00 1.00 0.50 EAST ALISAL ST.
263 12 12 0.19 0.19 0.16 0.16
264 12 12 0.00 0.00 0.00 0.00
265 21 21 0.60 0.60 0.68 0.67
266 21 21 0.60 0.60 0.68 0.67
267 18 18 0.53 0.53 0.62 0.62
269 18 18 0.49 0.49 0.57 0.57
270 18 18 0.50 0.50 0.53 0.53
271 18 18 0.55 0.55 0.54 0.54
272 18 18 0.42 0.42 0.41 0.41
273 15 15 0.34 0.34 0.29 0.29
274 15 15 0.32 0.32 0.28 0.28
275 8 8 0.26 0.26 0.23 0.23
276 15 15 0.43 0.43 0.38 0.38
277 12 12 0.33 0.33 0.38 0.38
278 12 12 0.35 0.35 0.42 0.42
280 12 12 0.36 0.36 0.42 0.42
City of Salinas
Future Sewer Model Results
Peak Hydraulic Capacity, Pipe Upgrades, and CIPs
Pipe ID Existing Diameter
[inches]
Proposed Diameter
[inches]
Existing MDF d/D
(exist pipe dia)
Existing MDF d/D
(proposed pipe dia)
Existing PHWWF d/D
(exist pipe dia)
Existing PHWWF d/D
(proposed pipe dia) CIP Name
281 10 10 0.17 0.17 0.27 0.27
282 10 10 0.16 0.16 0.24 0.24
284 15 15 0.43 0.43 0.47 0.47
285 15 15 0.37 0.37 0.40 0.40
286 30 30 0.69 0.69 0.66 0.69
287 30 30 0.70 0.70 0.70 0.76
288 30 30 0.63 0.63 0.61 0.64
289 30 30 0.67 0.67 0.67 0.70
290 30 30 0.70 0.70 0.70 0.75
291 30 30 0.70 0.70 0.71 0.76
292 30 30 0.71 0.71 0.72 0.78
293 30 30 0.75 0.75 0.75 0.80
294 30 30 0.75 0.75 0.75 0.81
295 30 30 0.74 0.74 0.74 0.80
296 30 30 0.69 0.69 0.69 0.75
301 24 24 0.28 0.28 0.33 0.33
302 24 24 0.33 0.33 0.38 0.38
303 24 24 0.31 0.31 0.37 0.37
305 10 10 0.20 0.20 0.16 0.16
308 24 30 0.87 0.87 0.94 0.56 NORTH DAVIS RD.
309 18 24 0.90 0.90 0.94 0.54 NORTH DAVIS RD.
311 10 10 0.20 0.20 0.21 0.21
312 10 10 0.01 0.01 0.01 0.01
314 8 8 0.67 0.67 0.69 0.69
315 10 10 0.00 0.00 0.00 0.00
316 8 8 0.46 0.46 0.49 0.49
317 21 24 0.58 0.58 0.50 0.50
318 21 24 0.58 0.58 0.50 0.50
319 21 24 0.29 0.29 0.25 0.25
320 21 24 0.42 0.42 0.37 0.36
321 21 24 0.59 0.59 0.50 0.50
322 21 24 0.60 0.60 0.51 0.51
323 21 24 0.60 0.60 0.52 0.51
324 21 24 0.61 0.61 0.52 0.52
325 21 24 0.61 0.61 0.52 0.51
326 21 24 0.65 0.65 0.55 0.55
327 24 27 0.61 0.61 0.52 0.52
328 24 27 0.60 0.60 0.51 0.51
329 24 27 0.59 0.59 0.50 0.50
330 24 27 0.59 0.59 0.50 0.50
331 24 27 0.59 0.59 0.50 0.50
332 30 30 0.77 0.77 0.74 0.77
333 30 30 0.73 0.73 0.71 0.74
334 30 30 0.69 0.69 0.66 0.69
335 30 30 0.84 0.84 0.81 0.84
336 24 24 0.59 0.59 0.56 0.59
337 24 24 0.57 0.57 0.54 0.57
338 24 27 0.55 0.55 0.50 0.51
339 24 24 0.57 0.57 0.54 0.57
340 21 21 0.31 0.31 0.37 0.37
341 21 21 0.38 0.38 0.49 0.49
342 15 18 0.54 0.54 0.73 0.73
343 15 18 0.46 0.46 0.63 0.63
344 15 18 0.39 0.39 0.52 0.52
345 15 18 0.38 0.38 0.52 0.52
346 15 18 0.38 0.38 0.52 0.52
347 8 8 0.73 0.73 0.75 0.75
349 15 15 0.21 0.21 0.22 0.22
350 10 10 0.30 0.30 0.31 0.31
351 15 15 0.23 0.23 0.24 0.24
352 15 15 0.00 0.00 0.00 0.00
353 15 15 0.00 0.00 0.00 0.00
354 36 36 0.42 0.42 0.52 0.53
355 21 21 0.82 0.82 0.90 0.95
356 24 24 0.78 0.78 0.85 0.89
357 12 12 1.00 1.00 1.00 1.00
358 12 15 0.49 0.49 0.66 0.66
360 48 48 0.52 0.52 0.60 0.61
361 54 54 0.66 0.66 0.73 0.74
362 54 54 0.60 0.60 0.67 0.69
363 24 24 1.00 1.00 1.00 1.00
364 27 27 1.00 1.00 1.00 1.00
365 36 36 0.92 0.92 0.98 0.99
366 54 54 0.74 0.74 0.81 0.83
367 54 54 0.71 0.71 0.78 0.79
368 54 54 0.72 0.72 0.80 0.81
369 54 54 0.70 0.70 0.77 0.78
370 54 54 0.68 0.68 0.75 0.76
371 54 54 0.68 0.68 0.75 0.76
372 54 54 0.68 0.68 0.75 0.76
373 54 54 0.68 0.68 0.75 0.76
374 54 54 0.68 0.68 0.74 0.75
375 54 54 0.67 0.67 0.74 0.75
376 54 54 0.67 0.67 0.73 0.74
377 54 54 0.66 0.66 0.72 0.73
378 54 54 0.65 0.65 0.71 0.71
379 54 54 0.64 0.64 0.70 0.70
380 54 54 0.63 0.63 0.68 0.69
381 54 54 0.65 0.65 0.71 0.72
382 54 54 0.64 0.64 0.69 0.70
383 8 8 0.53 0.53 0.72 0.74
City of Salinas
Future Sewer Model Results
Peak Hydraulic Capacity, Pipe Upgrades, and CIPs
Pipe ID Existing Diameter
[inches]
Proposed Diameter
[inches]
Existing MDF d/D
(exist pipe dia)
Existing MDF d/D
(proposed pipe dia)
Existing PHWWF d/D
(exist pipe dia)
Existing PHWWF d/D
(proposed pipe dia) CIP Name
384 30 32 0.50 0.50 0.57 0.51 NORTH DAVIS RD.
385 30 32 0.68 0.68 0.68 0.59 NORTH DAVIS RD.
387 8 8 0.27 0.27 0.32 0.32
392 12 12 0.15 0.15 0.18 0.18
399 21 21 0.60 0.60 0.68 0.67
400 21 21 0.64 0.64 0.73 0.71
401 21 21 0.58 0.58 0.66 0.65
402 21 21 0.57 0.57 0.66 0.65
403 24 24 0.33 0.33 0.42 0.42
404 24 24 0.31 0.31 0.36 0.36
405 21 21 0.54 0.54 0.60 0.60
406 21 21 0.52 0.52 0.54 0.54
407 24 24 0.40 0.40 0.49 0.49
408 24 24 0.36 0.36 0.48 0.48
409 24 24 0.08 0.08 0.10 0.10
410 24 27 0.60 0.60 0.51 0.51
411 24 27 0.56 0.56 0.49 0.49
412 24 27 0.49 0.49 0.43 0.43
419 10 12 0.41 0.41 0.67 0.38 SAN JUAN GRADE
421 15 15 0.62 0.62 0.82 0.82
423 21 21 0.53 0.53 0.72 0.72
424 36 36 0.24 0.24 0.32 0.32
425 36 36 0.38 0.38 0.49 0.49
426 36 36 0.37 0.37 0.46 0.46
430 12 12 0.33 0.33 0.35 0.35
432 12 12 0.31 0.31 0.44 0.44
434 12 12 0.32 0.32 0.45 0.45
435 12 12 0.29 0.29 0.40 0.40
437 12 12 0.29 0.29 0.40 0.40
442 12 12 0.29 0.29 0.41 0.41
447 14 14 0.41 0.41 0.58 0.60
448 12 12 0.26 0.26 0.36 0.36
449 12 12 0.21 0.21 0.17 0.17
453 12 12 0.38 0.38 0.45 0.45
456 12 12 0.37 0.37 0.40 0.40
459 12 12 0.38 0.38 0.38 0.38
461 12 12 0.19 0.19 0.21 0.21
462 24 24 0.47 0.47 0.45 0.47
463 30 30 0.74 0.74 0.71 0.74
464 24 24 0.50 0.50 0.48 0.50
465 24 24 0.32 0.32 0.31 0.33
466 30 30 0.64 0.64 0.62 0.64
467 30 30 0.66 0.66 0.65 0.66
469 14 14 0.56 0.56 0.47 0.43
470 24 24 0.16 0.16 0.16 0.16
471 30 30 0.30 0.30 0.30 0.30
474 8 8 0.12 0.12 0.16 0.16
477 8 8 0.06 0.06 0.05 0.05
478 10 10 0.10 0.10 0.12 0.12
480 18 18 0.33 0.33 0.52 0.57
482 48 48 0.63 0.63 0.70 0.73
483 48 48 0.72 0.72 0.83 0.86
485 12 12 0.56 0.56 0.81 0.81
486 12 12 0.45 0.45 0.66 0.66
487 18 18 0.31 0.31 0.41 0.41
488 15 18 0.44 0.44 0.59 0.59
489 18 18 0.46 0.46 0.61 0.61
490 12 12 0.51 0.51 0.74 0.74
491 18 18 0.47 0.47 0.64 0.64
492 18 18 0.46 0.46 0.62 0.62
494 12 12 0.52 0.52 0.75 0.75
495 18 18 0.47 0.47 0.62 0.62
496 18 18 0.46 0.46 0.62 0.62
497 12 12 0.44 0.44 0.61 0.61
498 12 12 0.48 0.48 0.68 0.68
500 12 15 0.48 0.48 0.66 0.66
501 12 15 0.32 0.32 0.47 0.47
502 8 8 0.07 0.07 0.09 0.09
504 12 12 0.46 0.46 0.63 0.63
505 18 18 0.48 0.48 0.63 0.63
506 18 18 0.54 0.54 0.74 0.74
507 8 8 0.45 0.45 0.52 0.52
510 21 21 0.50 0.50 0.68 0.68
511 21 21 0.52 0.52 0.71 0.71
512 21 21 0.53 0.53 0.74 0.74
513 21 21 0.54 0.54 0.80 0.80
514 10 10 0.03 0.03 0.03 0.03
516 21 21 0.65 0.65 0.90 0.90
517 21 21 0.56 0.56 0.78 0.78
518 10 10 0.50 0.50 0.50 0.50
521 8 8 0.00 0.00 0.00 0.00
522 30 30 0.73 0.73 0.70 0.73
523 30 30 0.74 0.74 0.71 0.74
524 24 24 0.52 0.52 0.50 0.52
525 30 30 0.77 0.77 0.74 0.77
526 24 24 0.57 0.57 0.54 0.57
527 24 24 0.46 0.46 0.44 0.46
531 18 18 0.42 0.42 0.39 0.39
532 18 18 0.32 0.32 0.30 0.30
535 10 10 0.16 0.16 0.19 0.19
536 10 10 0.20 0.20 0.23 0.23
City of Salinas
Future Sewer Model Results
Peak Hydraulic Capacity, Pipe Upgrades, and CIPs
Pipe ID Existing Diameter
[inches]
Proposed Diameter
[inches]
Existing MDF d/D
(exist pipe dia)
Existing MDF d/D
(proposed pipe dia)
Existing PHWWF d/D
(exist pipe dia)
Existing PHWWF d/D
(proposed pipe dia) CIP Name
538 10 10 0.21 0.21 0.24 0.24
544 10 10 0.19 0.19 0.22 0.22
545 8 8 0.29 0.29 0.33 0.33
546 54 54 0.59 0.59 0.64 0.65
547 24 24 0.15 0.15 0.15 0.15
548 48 48 0.52 0.52 0.55 0.56
549 24 24 0.20 0.20 0.24 0.24
552 48 48 0.45 0.45 0.49 0.49
553 54 54 0.56 0.56 0.60 0.60
554 48 48 0.55 0.55 0.60 0.60
555 18 18 0.29 0.29 0.28 0.22
556 18 18 0.50 0.50 0.49 0.48
557 27 27 0.11 0.11 0.11 0.12
559 8 8 0.12 0.12 0.09 0.09
560 21 21 0.59 0.59 0.59 0.63
561 21 21 0.45 0.45 0.45 0.45
563 21 21 0.40 0.40 0.40 0.40
564 21 21 0.45 0.45 0.46 0.46
565 21 21 0.47 0.47 0.47 0.47
566 21 21 0.46 0.46 0.46 0.46
567 21 21 0.51 0.51 0.52 0.52
569 21 21 0.48 0.48 0.48 0.48
570 21 21 0.41 0.41 0.41 0.41
571 21 21 0.46 0.46 0.47 0.47
572 21 21 0.45 0.45 0.46 0.46
574 24 24 0.60 0.60 0.58 0.60
575 30 30 0.76 0.76 0.73 0.76
576 24 24 0.48 0.48 0.46 0.48
577 30 30 0.62 0.62 0.62 0.69
578 30 30 0.56 0.56 0.56 0.63
579 30 30 0.60 0.60 0.60 0.64
580 30 30 0.66 0.66 0.66 0.70
581 27 27 0.74 0.74 0.74 0.81
582 21 21 0.68 0.68 0.69 0.76
583 27 27 0.66 0.66 0.66 0.71
584 27 27 0.49 0.49 0.49 0.52
586 27 27 0.46 0.46 0.46 0.50
587 27 27 0.62 0.62 0.62 0.68
588 24 27 0.68 0.68 0.74 0.57 NATIVIDAD CREEK PARK
589 24 27 0.74 0.74 0.82 0.57 NATIVIDAD CREEK PARK
591 24 27 0.70 0.70 0.76 0.54 NATIVIDAD CREEK PARK
592 24 27 0.70 0.70 0.76 0.55 NATIVIDAD CREEK PARK
594 10 10 0.81 0.81 1.00 1.00
595 10 10 0.14 0.14 0.22 0.22
596 30 32 0.80 0.80 0.81 0.70 NORTH DAVIS RD.
601 30 32 0.86 0.86 0.89 0.73 NORTH DAVIS RD.
606 30 32 0.87 0.87 0.91 0.72 NORTH DAVIS RD.
607 30 32 0.93 0.93 0.94 0.77 NORTH DAVIS RD.
609 30 32 1.00 1.00 1.00 0.81 NORTH DAVIS RD.
612 30 32 1.00 1.00 1.00 0.78 NORTH DAVIS RD.
615 30 32 1.00 1.00 1.00 0.80 NORTH DAVIS RD.
619 24 30 0.92 0.92 1.00 0.50 NORTH DAVIS RD.
623 27 27 0.36 0.36 0.34 0.34
626 27 27 0.38 0.38 0.36 0.36
627 27 27 0.39 0.39 0.36 0.36
629 27 27 0.38 0.38 0.36 0.36
631 27 27 0.40 0.40 0.39 0.39
633 27 27 0.36 0.36 0.35 0.35
636 27 27 0.35 0.35 0.34 0.34
639 15 15 0.52 0.52 0.61 0.63
644 6 6 0.00 0.00 0.00 0.00
645 15 18 0.58 0.58 0.52 0.52
649 15 18 0.50 0.50 0.43 0.43
650 15 18 0.52 0.52 0.44 0.44
651 15 18 0.48 0.48 0.41 0.41
652 15 18 0.47 0.47 0.41 0.41
653 15 18 0.46 0.46 0.39 0.39
656 15 18 0.52 0.52 0.44 0.44
658 24 27 0.79 0.79 0.89 0.60 NATIVIDAD CREEK PARK
659 24 27 0.79 0.79 0.89 0.59 NATIVIDAD CREEK PARK
660 24 27 0.72 0.72 0.80 0.55 NATIVIDAD CREEK PARK
662 24 27 0.72 0.72 0.77 0.56 NATIVIDAD CREEK PARK
665 18 21 0.98 0.98 1.00 0.75 NATIVIDAD CREEK PARK
666 48 48 0.58 0.58 0.64 0.66
667 48 48 0.55 0.55 0.58 0.59
669 15 15 0.24 0.24 0.29 0.29
671 15 15 0.35 0.35 0.41 0.41
673 8 8 0.08 0.08 0.07 0.07
675 48 48 0.67 0.67 0.71 0.72
677 48 48 0.60 0.60 0.64 0.66
682 15 15 0.43 0.43 0.46 0.46
686 12 12 0.43 0.43 0.51 0.51
687 15 15 0.50 0.50 0.75 0.75
688 15 15 0.39 0.39 0.58 0.58
690 12 15 0.53 0.53 0.73 0.73
692 12 15 0.57 0.57 0.79 0.79
693 12 15 0.53 0.53 0.73 0.73
694 12 15 0.51 0.51 0.69 0.69
696 12 15 0.52 0.52 0.71 0.71
702 12 15 0.45 0.45 0.59 0.59
703 10 15 0.41 0.41 0.49 0.49
City of Salinas
Future Sewer Model Results
Peak Hydraulic Capacity, Pipe Upgrades, and CIPs
Pipe ID Existing Diameter
[inches]
Proposed Diameter
[inches]
Existing MDF d/D
(exist pipe dia)
Existing MDF d/D
(proposed pipe dia)
Existing PHWWF d/D
(exist pipe dia)
Existing PHWWF d/D
(proposed pipe dia) CIP Name
705 12 15 0.55 0.55 0.66 0.43 WEST LAUREL DR.
707 12 15 0.66 0.66 0.80 0.47 WEST LAUREL DR.
709 12 15 0.66 0.66 0.79 0.48 WEST LAUREL DR.
711 12 15 0.75 0.75 0.88 0.55 WEST LAUREL DR.
712 12 15 0.62 0.62 0.73 0.44 WEST LAUREL DR.
713 12 15 0.69 0.69 0.82 0.51 WEST LAUREL DR.
716 8 8 0.60 0.60 0.71 0.71
717 12 15 0.50 0.50 0.64 0.64
723 8 8 0.21 0.21 0.24 0.24
726 8 8 0.23 0.23 0.28 0.28
727 12 12 0.31 0.31 0.36 0.36
729 12 12 0.15 0.15 0.12 0.12
732 12 12 0.29 0.29 0.25 0.25
734 14 14 0.21 0.21 0.17 0.17
735 12 12 0.35 0.35 0.28 0.28
738 12 12 0.37 0.37 0.30 0.30
743 12 12 0.32 0.32 0.26 0.26
744 15 15 0.29 0.29 0.24 0.24
749 15 15 0.33 0.33 0.29 0.29
751 15 15 0.35 0.35 0.32 0.32
753 18 18 0.21 0.21 0.22 0.22
756 18 18 0.38 0.38 0.42 0.42
757 15 15 0.42 0.42 0.45 0.45
758 8 8 0.10 0.10 0.16 0.16
759 8 8 0.13 0.13 0.20 0.20
760 8 8 0.24 0.24 0.33 0.33
761 15 15 0.41 0.41 0.45 0.45
762 48 48 0.60 0.60 0.64 0.66
763 24 24 0.20 0.20 0.27 0.30
764 48 48 0.61 0.61 0.65 0.67
766 48 48 0.50 0.50 0.54 0.56
767 12 15 0.53 0.53 0.71 0.71
768 12 15 0.46 0.46 0.61 0.61
769 24 24 0.21 0.21 0.24 0.24
770 12 12 0.18 0.18 0.21 0.21
771 24 24 0.29 0.29 0.32 0.32
772 15 15 0.00 0.00 0.00 0.00
773 8 8 0.53 0.53 0.56 0.56
774 8 8 0.50 0.50 0.53 0.53
775 8 8 0.50 0.50 0.53 0.53
776 8 8 0.48 0.48 0.51 0.51
777 8 8 0.47 0.47 0.52 0.52
778 6 6 0.28 0.28 0.34 0.34
779 12 12 0.28 0.28 0.40 0.40
783 14 14 0.23 0.23 0.27 0.27
785 14 14 0.23 0.23 0.28 0.28
787 12 12 0.25 0.25 0.30 0.30
788 12 12 0.26 0.26 0.31 0.31
789 18 18 0.43 0.43 0.47 0.47
792 14 14 0.13 0.13 0.16 0.16
795 18 18 0.38 0.38 0.43 0.43
796 18 18 0.37 0.37 0.42 0.42
800 18 18 0.40 0.40 0.46 0.46
801 18 18 0.48 0.48 0.54 0.54
802 18 18 0.44 0.44 0.49 0.49
804 18 18 0.40 0.40 0.45 0.45
805 18 18 0.39 0.39 0.44 0.44
807 18 18 0.27 0.27 0.31 0.31
808 18 18 0.34 0.34 0.40 0.40
809 12 12 0.70 0.70 0.84 0.84
810 18 18 0.53 0.53 0.61 0.61
811 15 15 0.30 0.30 0.37 0.37
814 18 18 0.44 0.44 0.51 0.51
815 21 21 0.38 0.38 0.44 0.44
818 18 18 0.49 0.49 0.58 0.58
819 18 18 0.45 0.45 0.53 0.53
821 15 15 0.38 0.38 0.61 0.60
824 15 15 0.73 0.73 0.87 0.87
825 15 15 0.56 0.56 0.66 0.66
828 21 21 0.34 0.34 0.39 0.39
831 21 21 0.42 0.42 0.49 0.49
834 21 21 0.54 0.54 0.62 0.62
835 24 24 0.34 0.34 0.39 0.39
838 24 24 0.34 0.34 0.39 0.39
843 21 21 0.69 0.69 0.78 0.77
846 21 21 0.66 0.66 0.71 0.69
847 12 12 0.17 0.17 0.21 0.21
848 21 21 0.54 0.54 0.59 0.57
850 21 21 0.60 0.60 0.67 0.66
851 21 21 0.48 0.48 0.53 0.52
852 15 15 0.45 0.45 0.39 0.39
853 15 15 0.32 0.32 0.28 0.28
855 8 8 0.28 0.28 0.24 0.24
856 8 8 0.24 0.24 0.21 0.21
860 8 8 0.43 0.43 0.39 0.39
863 15 15 0.33 0.33 0.29 0.29
864 8 8 0.23 0.23 0.20 0.20
867 10 10 0.11 0.11 0.10 0.10
869 10 10 0.17 0.17 0.15 0.15
872 12 18 1.00 1.00 1.00 0.63 FREEDOM PKWY
874 12 18 1.00 1.00 1.00 0.60 FREEDOM PKWY
City of Salinas
Future Sewer Model Results
Peak Hydraulic Capacity, Pipe Upgrades, and CIPs
Pipe ID Existing Diameter
[inches]
Proposed Diameter
[inches]
Existing MDF d/D
(exist pipe dia)
Existing MDF d/D
(proposed pipe dia)
Existing PHWWF d/D
(exist pipe dia)
Existing PHWWF d/D
(proposed pipe dia) CIP Name
875 12 18 0.90 0.90 0.90 0.51 FREEDOM PKWY
878 12 18 0.51 0.51 0.52 0.31 FREEDOM PKWY
880 18 18 0.29 0.29 0.30 0.34
881 18 18 0.41 0.41 0.43 0.49
882 15 15 0.36 0.36 0.31 0.31
886 15 15 0.25 0.25 0.22 0.22
888 12 12 0.40 0.40 0.34 0.34
889 15 15 0.18 0.18 0.16 0.16
890 15 18 0.56 0.56 0.47 0.47
891 14 15 0.47 0.47 0.41 0.41
892 15 15 0.20 0.20 0.17 0.17
893 10 10 0.50 0.50 0.43 0.43
894 10 10 0.17 0.17 0.14 0.14
896 12 12 0.05 0.05 0.05 0.05
897 15 15 0.49 0.49 0.42 0.42
899 12 12 0.15 0.15 0.14 0.14
903 15 15 0.49 0.49 0.42 0.42
904 8 8 0.40 0.40 0.34 0.34
907 8 8 0.47 0.47 0.41 0.41
908 15 15 0.38 0.38 0.33 0.33
911 15 15 0.52 0.52 0.46 0.46
912 15 15 0.50 0.50 0.44 0.44
914 8 8 0.39 0.39 0.34 0.34
917 8 8 0.23 0.23 0.20 0.20
920 12 12 0.04 0.04 0.03 0.03
921 15 15 0.45 0.45 0.38 0.38
922 15 15 0.36 0.36 0.31 0.31
923 6 6 0.14 0.14 0.13 0.13
924 15 15 0.30 0.30 0.26 0.26
925 6 6 0.07 0.07 0.06 0.06
928 15 15 0.21 0.21 0.18 0.18
929 15 15 0.25 0.25 0.22 0.22
931 15 15 0.34 0.34 0.30 0.30
932 6 6 0.00 0.00 0.00 0.00
933 15 15 0.15 0.15 0.13 0.13
935 18 18 0.43 0.43 0.38 0.02
936 18 18 0.47 0.47 0.43 0.13
940 18 18 0.56 0.56 0.54 0.31
945 18 18 0.52 0.52 0.51 0.30
946 18 18 0.62 0.62 0.62 0.38
948 18 18 0.62 0.62 0.60 0.37
949 10 12 0.40 0.40 0.41 0.32
950 18 12 0.23 0.23 0.23 0.20
951 18 18 0.15 0.15 0.15 0.06
953 18 18 0.49 0.49 0.49 0.32
955 18 18 0.66 0.66 0.66 0.42
956 18 18 0.45 0.45 0.45 0.27
957 18 18 0.59 0.59 0.59 0.37
960 8 8 0.28 0.28 0.29 0.14
963 10 15 1.00 1.00 1.00 0.68 FREEDOM PKWY
965 10 10 0.61 0.61 0.63 0.47
967 10 10 0.82 0.82 0.84 0.56
968 10 10 0.47 0.47 0.48 0.35
969 18 18 1.00 1.00 1.00 0.72
970 18 18 1.00 1.00 1.00 0.72
971 18 18 1.00 1.00 1.00 0.65
973 18 18 1.00 1.00 1.00 0.53
974 18 18 1.00 1.00 1.00 0.54
977 12 15 0.23 0.23 0.31 0.31
978 12 15 0.33 0.33 0.42 0.42
979 12 15 0.28 0.28 0.36 0.36
984 12 15 0.29 0.29 0.37 0.37
985 15 18 0.49 0.49 0.64 0.64
986 15 18 0.48 0.48 0.66 0.66
988 15 18 0.53 0.53 0.72 0.72
989 15 18 0.52 0.52 0.71 0.71
990 15 18 0.52 0.52 0.70 0.70
992 15 18 0.56 0.56 0.75 0.75
993 15 18 0.53 0.53 0.73 0.73
994 15 18 0.50 0.50 0.68 0.68
995 18 21 0.87 0.87 1.00 0.59 NATIVIDAD CREEK PARK
996 18 21 1.00 1.00 1.00 0.76 NATIVIDAD CREEK PARK
998 18 18 0.59 0.59 0.60 0.54
1000 18 18 0.70 0.70 0.64 0.59
1002 15 18 0.47 0.47 0.63 0.63
1003 12 12 0.41 0.41 0.57 0.57
1004 12 12 0.47 0.47 0.67 0.67
1005 15 18 0.36 0.36 0.48 0.48
1006 15 18 0.52 0.52 0.72 0.72
1009 12 12 0.19 0.19 0.31 0.31
1010 15 18 0.58 0.58 0.80 0.80
1012 12 15 0.37 0.37 0.49 0.49
1013 12 15 0.42 0.42 0.57 0.57
1014 15 15 0.57 0.57 0.49 0.49
1017 12 12 0.27 0.27 0.22 0.22
1021 18 18 0.49 0.49 0.48 0.48
1023 18 18 0.42 0.42 0.42 0.42
1024 12 12 0.62 0.62 0.58 0.58
1025 12 12 0.61 0.61 0.58 0.58
1027 12 12 0.64 0.64 0.61 0.61
1029 12 12 0.61 0.61 0.58 0.58
City of Salinas
Future Sewer Model Results
Peak Hydraulic Capacity, Pipe Upgrades, and CIPs
Pipe ID Existing Diameter
[inches]
Proposed Diameter
[inches]
Existing MDF d/D
(exist pipe dia)
Existing MDF d/D
(proposed pipe dia)
Existing PHWWF d/D
(exist pipe dia)
Existing PHWWF d/D
(proposed pipe dia) CIP Name
1031 12 12 0.62 0.62 0.59 0.59
1033 12 12 0.63 0.63 0.60 0.60
1035 12 12 0.64 0.64 0.59 0.59
1037 12 12 0.63 0.63 0.59 0.59
1040 12 12 0.63 0.63 0.58 0.58
1042 12 12 0.58 0.58 0.52 0.52
1044 12 12 0.55 0.55 0.47 0.47
1046 12 12 0.55 0.55 0.47 0.47
1049 12 12 0.55 0.55 0.48 0.48
1052 12 12 0.27 0.27 0.42 0.42
1053 12 12 0.36 0.36 0.50 0.50
1055 12 12 0.44 0.44 0.63 0.63
1056 12 12 0.42 0.42 0.58 0.58
1060 12 12 0.35 0.35 0.45 0.45
1061 12 12 0.42 0.42 0.54 0.54
1063 12 12 0.48 0.48 0.63 0.63
1065 12 12 0.51 0.51 0.65 0.65
1068 12 12 0.40 0.40 0.52 0.52
1071 14 14 1.00 1.00 1.00 1.00
1078 15 15 0.47 0.47 0.68 0.68
1079 15 15 0.42 0.42 0.60 0.60
1081 15 15 0.36 0.36 0.52 0.52
1093 48 48 0.65 0.65 0.73 0.76
1096 10 10 0.58 0.58 0.58 0.58
1097 10 10 0.59 0.59 0.61 0.61
1101 15 18 0.48 0.48 0.73 0.49 VICTOR ST.
1108 27 27 0.46 0.46 0.47 0.47
1109 12 12 0.23 0.23 0.30 0.30
1110 27 27 0.38 0.38 0.36 0.36
1114 24 30 0.79 0.79 0.86 0.55 NORTH DAVIS RD.
1115 24 30 0.97 0.97 1.00 0.56 NORTH DAVIS RD.
1116 24 30 0.77 0.77 1.00 0.45 NORTH DAVIS RD.
1131 12 12 0.50 0.50 0.62 0.65
1132 12 12 0.54 0.54 0.68 0.71
1134 12 12 0.45 0.45 0.55 0.58
1139 27 27 0.52 0.52 0.54 0.54
1140 27 27 0.55 0.55 0.57 0.58
1141 27 27 0.56 0.56 0.58 0.59
1146 15 18 0.48 0.48 0.56 0.58
1152 15 18 0.47 0.47 0.56 0.57
1154 15 18 0.50 0.50 0.59 0.60
1155 15 18 0.49 0.49 0.57 0.58
1159 15 18 0.48 0.48 0.56 0.57
1162 15 18 0.54 0.54 0.64 0.65
1164 18 18 0.63 0.63 0.75 0.77
1167 18 18 0.68 0.68 0.79 0.81
1172 27 27 0.47 0.47 0.47 0.47
1175 15 18 0.47 0.47 0.55 0.56
1177 15 15 0.59 0.59 0.71 0.73
1182 27 27 0.44 0.44 0.45 0.46
1183 27 27 0.46 0.46 0.47 0.48
1186 8 8 0.20 0.20 0.16 0.16
1206 15 15 0.43 0.43 0.64 0.65
1207 15 15 0.49 0.49 0.75 0.68
1208 15 18 0.54 0.54 0.84 0.53 VICTOR ST.
1209 15 18 0.53 0.53 0.87 0.52 VICTOR ST.
1210 15 18 0.52 0.52 0.89 0.51 VICTOR ST.
1211 15 18 0.51 0.51 0.95 0.51 VICTOR ST.
1212 15 18 0.53 0.53 0.98 0.52 VICTOR ST.
1213 15 18 0.57 0.57 0.92 0.55 VICTOR ST.
1214 48 48 0.78 0.78 0.86 0.87
1215 48 48 0.79 0.79 0.87 0.89
1216 48 48 0.80 0.80 0.88 0.89
1217 48 48 0.81 0.81 0.90 0.92
1218 48 48 0.82 0.82 0.92 0.94
1219 48 48 0.76 0.76 0.87 0.89
1220 48 48 0.70 0.70 0.80 0.82
1221 10 10 0.65 0.65 0.62 0.61
1222 10 10 0.30 0.30 0.24 0.24
1223 10 10 0.35 0.35 0.28 0.28
1224 10 10 0.35 0.35 0.29 0.29
1225 10 10 0.36 0.36 0.29 0.29
1226 10 10 0.36 0.36 0.29 0.29
1227 10 10 0.35 0.35 0.28 0.28
1228 12 12 0.30 0.30 0.25 0.25
1229 10 10 0.38 0.38 0.31 0.31
1230 24 24 0.42 0.42 0.39 0.39
1231 24 24 0.39 0.39 0.35 0.35
1232 24 24 0.40 0.40 0.36 0.36
1233 24 24 0.39 0.39 0.35 0.35
1234 24 24 0.36 0.36 0.32 0.32
1235 18 24 0.66 0.66 0.70 0.62
1236 18 24 0.62 0.62 0.64 0.66
1237 18 24 0.57 0.57 0.59 0.59
1238 18 24 0.52 0.52 0.53 0.54
1239 18 24 0.61 0.61 0.63 0.64
1240 18 24 0.64 0.64 0.67 0.67
1241 12 12 0.23 0.23 0.24 0.24
1242 12 12 0.22 0.22 0.23 0.23
1243 12 12 0.25 0.25 0.26 0.26
1244 18 24 0.65 0.65 0.68 0.68
City of Salinas
Future Sewer Model Results
Peak Hydraulic Capacity, Pipe Upgrades, and CIPs
Pipe ID Existing Diameter
[inches]
Proposed Diameter
[inches]
Existing MDF d/D
(exist pipe dia)
Existing MDF d/D
(proposed pipe dia)
Existing PHWWF d/D
(exist pipe dia)
Existing PHWWF d/D
(proposed pipe dia) CIP Name
1245 18 24 0.67 0.67 0.70 0.70
1248 18 24 0.54 0.54 0.56 0.56
1252 12 12 0.32 0.32 0.34 0.34
1253 18 24 0.47 0.47 0.49 0.49
1254 18 24 0.47 0.47 0.49 0.49
1255 15 15 0.87 0.87 0.88 0.89
1257 27 27 0.53 0.53 0.55 0.55
1259 27 27 0.45 0.45 0.46 0.47
1263 8 12 0.84 0.84 0.90 0.60 SAN JUAN GRADE
1267 12 12 0.40 0.40 0.52 0.54
1269 12 12 0.50 0.50 0.61 0.64
1272 15 15 0.53 0.53 0.63 0.64
1273 12 12 0.41 0.41 0.50 0.52
1275 10 10 0.45 0.45 0.48 0.48
1279 10 10 0.42 0.42 0.44 0.44
1280 10 10 0.64 0.64 0.70 0.70
1281 10 10 0.60 0.60 0.65 0.65
1283 36 36 0.59 0.59 0.67 0.68
1285 8 8 0.12 0.12 0.16 0.16
1286 36 36 0.78 0.78 0.83 0.85
1287 14 14 0.02 0.02 0.01 0.01
1288 8 8 0.05 0.05 0.05 0.05
1289 30 30 0.71 0.71 0.68 0.68
1290 8 8 0.59 0.59 0.63 0.63
1291 8 8 0.59 0.59 0.62 0.62
1292 30 30 0.81 0.81 0.78 0.76
1293 48 48 0.68 0.68 0.71 0.73
1294 48 48 0.59 0.59 0.63 0.64
1305 24 24 0.13 0.13 0.17 0.17
1306 48 48 0.70 0.70 0.80 0.83
1307 48 48 0.71 0.71 0.82 0.84
1308 48 48 0.60 0.60 0.68 0.71
1309 48 48 0.61 0.61 0.67 0.70
1313 12 12 1.00 1.00 1.00 1.00
1320 12 12 0.26 0.26 0.31 0.31
1321 12 12 0.24 0.24 0.28 0.28
1324 12 12 0.19 0.19 0.23 0.23
1325 12 12 0.25 0.25 0.30 0.30
1327 8 12 0.32 0.32 0.44 0.44
1329 18 18 0.11 0.11 0.13 0.13
1332 12 12 0.06 0.06 0.06 0.06
1333 12 12 0.30 0.30 0.35 0.35
1335 18 18 0.23 0.23 0.27 0.27
1338 8 8 0.14 0.14 0.12 0.12
1341 18 18 0.25 0.25 0.27 0.27
1342 10 10 0.10 0.10 0.08 0.08
1344 12 12 0.45 0.45 0.38 0.38
1349 10 10 0.60 0.60 0.49 0.49
1350 10 10 0.64 0.64 0.50 0.50
1351 10 10 0.65 0.65 0.51 0.51
1352 10 10 0.56 0.56 0.44 0.44
1354 8 8 0.36 0.36 0.42 0.42
1356 8 8 0.41 0.41 0.52 0.52
1357 8 8 0.62 0.62 0.80 0.80
1358 8 8 0.35 0.35 0.42 0.42
1359 12 12 0.32 0.32 0.40 0.40
1361 8 12 0.44 0.44 0.57 0.57
1362 8 12 0.48 0.48 0.58 0.58
1363 8 8 0.31 0.31 0.27 0.27
1364 6 6 0.00 0.00 0.00 0.00
1367 8 8 0.00 0.00 0.00 0.00
1368 12 12 0.00 0.00 0.00 0.00
1369 8 12 0.32 0.32 0.43 0.43
1372 8 12 0.34 0.34 0.46 0.46
1373 8 8 0.50 0.50 0.70 0.70
1374 8 8 0.50 0.50 0.71 0.71
1375 8 8 0.45 0.45 0.62 0.62
1380 8 8 0.44 0.44 0.59 0.59
1383 8 8 0.49 0.49 0.67 0.67
1384 8 8 0.53 0.53 0.72 0.72
1385 8 8 0.45 0.45 0.62 0.62
1386 12 15 0.46 0.46 0.63 0.63
1389 12 15 0.49 0.49 0.68 0.68
1390 15 18 0.36 0.36 0.49 0.49
1401 8 12 0.77 0.77 1.00 0.42 SAN JUAN GRADE
1402 8 12 0.63 0.63 1.00 0.38 SAN JUAN GRADE
1403 8 12 0.75 0.75 1.00 0.44 SAN JUAN GRADE
1404 8 12 0.89 0.89 1.00 0.51 SAN JUAN GRADE
1405 8 12 0.87 0.87 1.00 0.52 SAN JUAN GRADE
1406 10 10 0.54 0.54 0.53 0.53
1408 10 10 0.04 0.04 0.03 0.03
1413 27 27 0.47 0.47 0.49 0.49
1416 12 12 0.25 0.25 0.26 0.26
1417 12 12 0.23 0.23 0.24 0.24
1418 12 12 0.12 0.12 0.13 0.13
1419 12 12 0.00 0.00 0.00 0.00
1425 8 12 0.74 0.74 1.00 0.43 SAN JUAN GRADE
1426 8 12 0.82 0.82 1.00 0.45 SAN JUAN GRADE
1427 8 12 0.77 0.77 0.89 0.46 SAN JUAN GRADE
1428 8 12 0.62 0.62 0.80 0.38 SAN JUAN GRADE
1429 10 12 0.47 0.47 1.00 0.45 SAN JUAN GRADE
City of Salinas
Future Sewer Model Results
Peak Hydraulic Capacity, Pipe Upgrades, and CIPs
Pipe ID Existing Diameter
[inches]
Proposed Diameter
[inches]
Existing MDF d/D
(exist pipe dia)
Existing MDF d/D
(proposed pipe dia)
Existing PHWWF d/D
(exist pipe dia)
Existing PHWWF d/D
(proposed pipe dia) CIP Name
1431 8 8 0.54 0.54 1.00 0.46
1432 8 12 0.76 0.76 1.00 0.46 SAN JUAN GRADE
1433 10 12 0.39 0.39 1.00 0.38 SAN JUAN GRADE
1437 10 10 0.42 0.42 0.54 0.54
1438 10 10 0.49 0.49 0.63 0.63
1440 10 10 0.52 0.52 0.67 0.67
1443 10 10 0.55 0.55 0.73 0.73
1444 10 10 0.27 0.27 0.33 0.31
1449 10 10 0.49 0.49 0.63 0.63
1450 8 8 0.45 0.45 0.56 0.56
1452 8 8 0.34 0.34 0.43 0.43
1453 8 8 0.30 0.30 0.36 0.36
1454 8 8 0.31 0.31 0.38 0.38
1456 8 8 0.24 0.24 0.29 0.29
1457 24 27 0.77 0.77 0.85 0.60 NATIVIDAD CREEK PARK
1458 27 27 0.70 0.70 0.70 0.77
1459 27 27 0.70 0.70 0.70 0.76
1460 27 27 0.70 0.70 0.70 0.76
1461 27 27 0.70 0.70 0.70 0.76
1462 27 27 0.64 0.64 0.64 0.70
1463 27 27 0.72 0.72 0.72 0.79
1464 30 30 0.71 0.71 0.72 0.76
1465 21 21 0.55 0.55 0.77 0.77
1466 21 21 0.55 0.55 0.79 0.79
1467 21 21 0.59 0.59 0.84 0.84
1468 10 10 0.48 0.48 0.58 0.58
1469 18 18 1.00 1.00 1.00 0.54
1470 18 18 1.00 1.00 1.00 0.47
1471 27 27 0.81 0.81 0.79 0.86
1472 27 27 0.84 0.84 0.83 0.89
1473 27 27 0.77 0.77 0.76 0.88
1474 12 12 0.31 0.31 0.39 0.40
1478 10 10 0.94 0.94 1.00 1.00
1482 8 8 0.66 0.66 0.64 0.64
1483 8 8 0.68 0.68 0.69 0.69
CDT_101 30 32 0.79 0.79 0.81 0.67 NORTH DAVIS RD.

CDT_11 10 10 0.60 0.60 0.62 0.62
CDT_111 18 18 0.57 0.57 0.57 0.33
CDT_113 42 42 0.75 0.75 0.79 0.80
CDT_117 36 36 0.92 0.92 0.98 0.99
CDT_119 27 27 1.00 1.00 1.00 1.00
CDT_123 14 14 1.00 1.00 1.00 1.00
CDT_125 12 12 1.00 1.00 1.00 1.00
CDT_131 15 18 0.37 0.37 0.47 0.47
CDT_133 15 18 0.42 0.42 0.56 0.56
CDT_141 24 27 0.59 0.59 0.57 0.59
CDT_153 12 15 0.36 0.36 0.44 0.44
CDT_155 12 15 0.37 0.37 0.47 0.47
CDT_157 18 18 0.72 0.72 0.61 0.61
CDT_159 18 18 0.68 0.68 0.57 0.57
CDT_161 18 18 0.60 0.60 0.51 0.51
CDT_163 18 18 0.63 0.63 0.53 0.53
CDT_165 18 18 0.62 0.62 0.53 0.53
CDT_181 15 15 1.00 1.00 0.66 0.56
CDT_183 15 15 1.00 1.00 0.56 0.56
CDT_185 15 15 1.00 1.00 0.56 0.56
CDT_187 15 15 1.00 1.00 0.56 0.56
CDT_189 15 15 0.98 0.98 0.56 0.56
CDT_19 8 8 0.30 0.30 0.49 0.49
CDT_191 15 15 0.88 0.88 0.56 0.56
CDT_193 15 15 0.73 0.73 0.52 0.56
CDT_195 12 15 0.90 0.90 0.74 0.53 ABBOTT ST.

CDT_197 12 15 1.00 1.00 0.89 0.50 ABBOTT ST.

CDT_199 12 15 1.00 1.00 0.91 0.50 ABBOTT ST.

CDT_201 12 18 1.00 1.00 1.00 0.64 FREEDOM PKWY
CDT_203 10 15 1.00 1.00 1.00 0.51 FREEDOM PKWY
CDT_205 10 15 1.00 1.00 1.00 0.47 FREEDOM PKWY
CDT_207 10 15 1.00 1.00 1.00 0.50 FREEDOM PKWY
CDT_21 6 6 0.95 0.95 1.00 1.00
CDT_23 2 2 1.00 1.00 1.00 1.00
CDT_29 6 6 1.00 1.00 1.00 1.00
CDT_31 6 6 1.00 1.00 1.00 1.00
CDT_33 8 8 0.30 0.30 0.24 0.24
CDT_35 10 10 0.76 0.76 0.58 0.58
CDT_37 6 6 1.00 1.00 1.00 1.00
CDT_39 6 6 0.50 0.50 0.50 0.50
CDT_45 4 4 0.76 0.76 0.81 0.79
CDT_47 8 8 0.17 0.17 0.15 0.15
CDT_51 8 8 0.62 0.62 0.60 0.60
CDT_53 12 12 1.00 1.00 1.00 1.00
CDT_55 12 12 1.00 1.00 1.00 1.00
CDT_57 12 12 0.37 0.37 0.30 0.30
CDT_59 10 10 0.72 0.72 0.61 0.61
CDT_63 12 12 0.39 0.39 0.47 0.47
CDT_69 12 12 0.16 0.16 0.13 0.13
CDT_71 12 12 0.12 0.12 0.11 0.11
CDT_75 18 18 1.00 1.00 1.00 0.59
CDT_83 54 54 0.65 0.65 0.70 0.71
CDT_85 54 54 0.65 0.65 0.70 0.71
CDT_87 12 12 0.57 0.57 0.51 0.51
CDT_89 12 12 0.20 0.20 0.23 0.23
City of Salinas
Future Sewer Model Results
Peak Hydraulic Capacity, Pipe Upgrades, and CIPs
Pipe ID Existing Diameter
[inches]
Proposed Diameter
[inches]
Existing MDF d/D
(exist pipe dia)
Existing MDF d/D
(proposed pipe dia)
Existing PHWWF d/D
(exist pipe dia)
Existing PHWWF d/D
(proposed pipe dia) CIP Name
CDT_93 18 18 0.51 0.51 0.60 0.60
City of Salinas
Legislation Text
200 Lincoln Ave., Salinas,
CA 93901
www.cityofsalinas.org
File #: ID#23-298, Version: 1
American Rescue Plan Act of 2021 Update
No action required. This item provides an administrative update on the City’s various Council-adopted projects included in the Salinas recovery under the American Rescue Plan Act (ARPA) of 2021.

City of Salinas Page 1 of 1 Printed on 4/26/2023
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Page | 1

CITY OF SALINAS

COUNCIL STAFF REPORT
DATE: May 2, 2023
DEPARTMENT: ADMINISTRATION
FROM: STEVEN S. CARRIGAN, CITY MANAGER
BY: DEPARTMENT DIRECTORS

JIM PIA, ASSISTANT CITY MANAGER
TITLE: SALINAS’ AMERICAN RESCUE PLAN UPDATE
RECOMMENDED MOTION:

This item provides an administrative update on the City’s various Council-adopted projects included in the Salinas recovery under the American Rescue Plan Act (ARPA) of 2021. No action is required.

DISCUSSION:

On March 11, 2021, President Biden signed the American Rescue Plan Act, which provided the City with $51,567,313 in relief funds. The City has now received all of this funding. As a reminder, the project areas were adopted by the City Council in September of 2021. As of midApril 2024, $5,512,276 has been spent, with another $8,920,217 encumbered on projects, for a total of approximately 28 percent.

BACKGROUND:

COUNCIL ADOPTED ARPA CATEGORY SPENDING

1. Public Facilities: ($11.5 million) According to Treasury guidelines, Capital investments in public facilities to meet pandemic operational needs are eligible, including public building adaptations to implement COVID-19 mitigation. Staff has identified this expenditure area with $11.5 million in spending, including:
a. Adaptations to Salinas City Hall, $5,002,313
b. Hebbron Family Center, $1.5 million (for contingencies, unexpected costs, furniture, and fixtures)
Page | 2
c. Fire Stations, and other Recreational Facilities, $3 million d. Playground Structures, Park Benches, Grills, $2 million (Majority to be spent in 93905 & 93906 due to having the higher number of COVID-19 cases)

2. Public Infrastructure: ($12 million) Staff wanted to identify all vital City expenditure areas, even those that may not technically be addressed through ARPA allowable expenses. The Treasury Department gives recipients broad latitude to use funds for the provision of government services to the extent of the reduction in revenue. As a result, staff has identified this expenditure area at $12 million, as follows:
(Finance Committee has been involved in reviewing these projects) a. Sidewalk repairs, $6 million (Majority to be spent in 93905 & 93906 due to having the higher number of COVID-19 cases)
b. Street repair / Traffic safety, $6 million ($3 million from City Hall improvements + $1 million from other public facilities above) (majority to spent in 93905 & 93906 due to having the higher number of COVID-19 cases)

3. Investments in Water and Sewer: ($15.465 million) ARPA fund recipients may use Coronavirus State and Local Fiscal Recovery Funds to make necessary investments in water and sewer. Staff has identified this expenditure area at $15.465 million, as follows:
a. Sewer System Work, $4,620,000
b. Gabilan Creek Silt removal, $ 500,000
c. Natividad Creek Silt Removal, $1,545,000
d. Storm Water Master Plan, $ 800,000
e. Park Irrigation Upgrades $5 million
f. Stormwater Green Infrastructure $3 million

4. Homelessness/Housing: ($12.6 million)
a. Chinatown Navigation Center Operations, $1 million
b. SHARE Center Operations, $1 million
c. Downtown Streets Team $ 600,000
d. Salinas Homeless Motel Program $3 million
e. Affordable Housing Production Fund, $7 million (to facilitate affordable housing production, funds can be used for predevelopment, acquisition, construction, plans and studies)
Page | 3

ARPA SPECIFIC PROJECTS IDENTIFIED
UPDATED HIGHLIGHTS by ADOPTED CATEGORY SPENDING
The highlights below capture some of the upcoming activity by category. The attached ARPA Project status list addresses the entirety of information on the projects noted above.

PUBLIC FACILITY CATEGORY:

On the Fire Station Renovations/Repairs, the Salinas Fire Department expects to award a contract in May/June 2023 that will identify a project renovation schedule for $2.9 million that will span over 1.5 years, and all six fire stations.

On the Adaptations to City Hall project, staff remains focused on the new roof, (approved by Council on April 4), as well as abating environmental hazards and providing for modern HVAC (Heating, ventilating, and air-conditioning), and important building security enhancements.

These projects will be worked on during the summer months with significant progress on expenditures (more than $2 million) in the coming fiscal year.

Page | 4
In the expansion of the Firehouse Recreation Center, staff is exploring modular units that can serve to appropriately expand the site, as well as necessary restroom renovations, with proposals due in mid-May 2023.

A demolition contract for the Hebbron Family Center was awarded on April 4, 2023, with the anticipated completion in June on that important project.

PUBLIC INFRASTRUCTURE CATEGORY:

It is anticipated that sidewalk repairs totaling $3.5 million will be completed by August 2023, with a second large sidewalk repair project going out for bid in the fall of 2023.

INVESTMENTS IN WATER AND SEWER CATEGORY:

Three million dollars was allocated to the Stormwater Green Infrastructure projects, including Green City Master Plan, Street sweeping community engagement and route reconfiguring, Cesar Chavez Park Basin engineering and drainage repair, all with work identified in the remainder of 2023 and throughout 2024.

The next steps on the Citywide Park Irrigation upgrades ($5 million allocation) will come with staff recommendations in the upcoming summer months.

HOMELESSNESS/HOUSING CATEGORY:

ARPA funds for the Chinatown Navigation Center operation have been nearly half used with a new funding agreement to be executed in the new fiscal year. Funding continues to be used for the SHARE Center operations as well.

In terms of Affordable Housing production, the City has completed steps toward: 1) acquiring affordable housing at 403 E. Romie Lane; 2) support for Eden Housing at 855 E. Laurel Drive; 3) acquiring Soledad Street properties; 4) predevelopment efforts on Division Street parcel; 5) acquisition of parcel from St. George Church for CHISPA development of 31-unit Senior housing project. Additionally, funded work by the Downtown Streets Team continues and ongoing efforts also continue in the Salinas Homeless Motel Program.

It is anticipated that All ARPA money, as required by the legislation, will be encumbered by the end of 2024 and work completed by the end of 2026.

Attachments
ARPA Project Status List

PROJECTS LIST
Salinas Recovery Plan (ARPA)
(Total Allocation: $51,567,313)
Status Schedule/Update/Date of
Completion/Next Steps
Public Facilities ($11,502,313 allocated)
Adaptations to City Hall 3911.50.8170 $5,002,313 allocated Council approved a Roof repair on April 4, 2023, that is now being scheduled with the
vendor through Public Works. Prior to the
work, environmental abatement hazards
need to be completed. As a result, the
updated timeframe for this work is AugustSeptember 2023.

Fire Station Renovations/Repairs 3911.45.9235/3911.45.9541 $2,900,000 allocated In January 2023, SFD signed a Professional Services Agreement with CSG Consultants
for the project/construction management
for the renovations and repairs of FS 1-6.

On March 27, 2023, SFD will release an RFP
for architectural services and expects to
award a contract by May 19, 2023. SFD
expects to have a renovation/repair
schedule by this summer with a project
renovation schedule extending over 1.5 -2
years.

Firehouse Recreation Center 3911.55.9311 $100,000 allocated 1. Staff is exploring modular units to expand the facility. Staff is also
working with facilities to identify
structural issues needing to be
addressed prior to expansion.

2. Restroom renovation scope of work
has been completed and released to

PROJECTS LIST
the Master Architect List. Following
receipt of proposals and contract
award, design of the new restroom
would be developed.

Proposals are due May 15, 2023.

Hebbron Family Center 3911.55.9165 $1,500,000 allocated A demolition contract for the HFC was awarded on April 4, 2023, to Randazzo, for
$316,016. Asbestos abatement is anticipated
to last 10-15 days prior to demolition. Staff
anticipates demolition work starting in
early May 2023, with completion in June 2023
Playground Structures, Park Benches, Grills 3911.55.8171 $2,000,000 allocated 1. Systemwide playground engineered wood fiber installation was
completed in early March. Staff is
working on securing a sand vendor
and anticipates bringing a contract
to council in May.

2. Playground equipment has started
to arrive, and repairs have started.

As more equipment becomes
available, more parks playgrounds
will be repaired. Contracts for
playground repairs with Miracle
and Ross Recreation are valid
through December 31, 2023.

3. An outreach plan is being
developed for the new universal
playgrounds being designed for
Northgate and Williams Ranch
Parks. Outreach is anticipated to
start in early May.

PROJECTS LIST
$1,405,638 has been spoken for of $2
Million.

Public Infrastructure ($12,000,000 allocated)
Sidewalk Repairs 3911.50.9720 $6,000,000 allocated Awarded contract to JJR Construction.

Estimated ARPA funds $3.5 million
expended by August 2023.

Working on a phase 2 sidewalk project to
go out to bid in the fall of 2023.

Street Repair/Traffic Safety 3911.50.8180 $6,000,000 allocated Completed Plans and Specs for the Williams Rd crosswalk. Project was
awarded grant funds for construction and
the City is waiting on allocation of grant
funds. The City should go out to bid
Summer/Fall this year.

Approved traffic calming plans for Acacia,
Paseo Grande, Victor, and Iverson St.

Material has been ordered and construction
has started on Acacia St.

Street repairs total $762,000. Caoba Way
and a portion of Dallas Avenue have been
completed. Additional paving will start in
April. Set aside $1,000,000 per year for
pavement work by city Crews.

Purchased 2 motorcycles for traffic officers.

Total cost $99,161.06

PROJECTS LIST
Discussion on paying for FUSUS (Camera
Platform) in the amount of $250,000
Pavement management program out to bid.

We could use ARPA if the bids are higher
than available funding.

Water and Sewer ($15,465,000 allocated)
Sewer system work 3911.50.8190 $4,620,000 allocated City staff has created a list of priority repair projects based on results of the draft Sanitary
Sewer Master Plan. A consultant has been
engaged and has begun design work on the
repair areas. Surveying is expected to start April
and design are expected to be ready for bids by
the 3rd quarter of 2023.

CCTV work is scheduled to begin in 2nd quarter
of 2023.

Gabilan Creek Silt Removal 3911.50.9727 $500,000 allocated A consultant has been engaged to continue the permitting efforts which had begun prior to the
ARPA funding. Completion of the permitting
process is expected in the 3rd quarter of 2023.

Implementation of required mitigation
measures are also expected to begin at that
time.

Natividad Creek Silt Removal 3911.50.9086 $1,545,000 allocated A consultant has been engaged to continue the permitting efforts which had begun prior to the
ARPA funding. Completion of the permitting
process is expected in the 3rd quarter of 2023.

Implementation of required mitigation

PROJECTS LIST
measures are also expected to begin at that
time.

Storm Water Master Plan 3911.50.9293 $800,000 allocated Master Plan due May 1, 2023 $270k remaining (contract extn for 12/23)
Stormwater Green Infrastructure 3911.50.8192 $3,000,000 allocated  Green City Master Plan due Aug 2023 (extn being drafted for Feb 2024). $600k
allocated/$590k remaining
 Closter Park PS&Es due Jan 2024 (extn
being drafted for March 2024) $508k
allocated/$491k remaining
 Street Sweeping Community
Engagement due Jan 2024
$100k allocated/$95k remaining
 Sweeping route reconfigure due 12/23
(will be sooner) $45k allocated/$28.5k
remaining
 Pesticide Reduction Plan – RFP to be
released summer of 2023 for completion
in early 2024 ($100k reserved)
 Street Sweeping Pilot signage – RFP to
be released Fall 2023 for
implementation by 12/24. ($500k
reserved, depends on Andrew’s sign
plan for chosen pilot route)
 Cesar Chavez Park Basin System
Engineering Assessment - $147k
reserved, RFP released with Cesar
Chavez Master Plan.

PROJECTS LIST
 Repair of Cesar Chavez Drainage basin
system ($1M reserved); RFP to be
released once EA complete.

Not sure if the cost to fix CC basin system
will be $1M. Whatever is remaining will be
used for Closter Park Green Street grant
match.

Park Irrigation Upgrades 3911.55.8191 $5,000,000 allocated A systemwide irrigation assessment was completed at the end of May. The
assessment identifies repair costs and
prioritization for complete irrigation
renovations. Staff is currently reviewing
the report and will be developing a plan to
implement assessment recommendations.

Staff’s recommendations and next steps to
be identified by June 2023
Homelessness/Housing ($12,600,00 allocated)
Chinatown Navigation Center Operations 3911.30.8161 $1,000,000 allocated Funding Agreement executed for FY 22-23 in the amount of $500,000 for term of 7/1/22
– 6/30/23.

Next Steps:

Execute a Funding Agreement for FY 23-24
in the amount of $500,000 for a term of
7/1/2023 thru 6/30/2024.

PROJECTS LIST
SHARE Center Operations 3911.30.3220 $1,000,000 allocated Executed Funding agreement for a term of 1/1/2023 thru 6/30/2023 in the amount of
$1,000,000. City fund expenditures to
follow priority expenditure of County
funds.

Next steps: Extend agreement to support
City’s portion of shared operations funding
for FY 23-24, if necessary.

Affordable Housing Production 3911.30.9021 $7,000,000 allocated Completed/In-progress:
 Acquired 403 E. Romie Lane -
$1,450,000
 Acquired 34 Soledad - $230,625
 In Escrow 37 Soledad - $200,000 –
awaiting final court approval of
Trustee sale, anticipated closing
June 2023
 Pre-development support to Eden
Housing for 855 E. Laurel Drive -
$500,000
Potential/Next Steps:
 Acquisition of additional Soledad
Street properties adjacent to other
City-owned sites to create larger
contiguous parcel amenable to
mixed-use development/housing
 Acquisition of small 25-unit motel
for rehabilitation to affordable
housing
 Pre-development support to
Envision II, LLC for potential 75-
unit 100% affordable rental

PROJECTS LIST
development at 467-479 Market St. -
$500,000+ - TCAC application
anticipated in June in partnership
with onboarding of additional
affordable housing development
partner
 Division Street – potential $500,000
for pre-development to HACM for
city-owned parcels, potential for
larger development including
adjacent County-owned parcels
contingent upon additional
discussions with County and
Teamsters
 Acquisition of parcel from St.

George Church to allow CHISPA
development of 31-unit Senior
Housing complex – pending
subdivision of current parcel and
reappraisal of new parcel - $645,000
(original appraisal of non-divided
building site)
Initiating discussions with HACM for
potential development of an undeveloped
parcel on Casentini St
Downtown Streets Team 3911.30.9181 $600,000 allocated Executed Funding agreement for FY 22-23 - in the amount of $223,100 for 7/1/22 –
6/30/23.

PROJECTS LIST
Executed a Funding Agreement for FY 23-
24 in the amount of $376,900 for a term of
7/1/2023 - 6/30/2024.

Salinas Homeless Motel Program 3911.30.8162 $3,000,000 allocated Funding Agreement Executed with motel and services providers:
 Central Coast Center for
Independent Living for $672,969
 CSUMB CHE for $456,000
 Benitez Security for $486,000
 Marina Hotels Ci, LLC for $135,000
 JS Inc. for $1,000,000
 Housing Staff Admin: $153,000
City of Salinas
Legislation Text
200 Lincoln Ave., Salinas,
CA 93901
www.cityofsalinas.org
File #: ID#23-314, Version: 1
Minutes
Approve minutes of April 18, 2023.

City of Salinas Page 1 of 1 Printed on 4/26/2023
powered by Legistar™
City of Salinas
Legislation Text
200 Lincoln Ave., Salinas,
CA 93901
www.cityofsalinas.org
File #: ID#23-310, Version: 1
Financial Claims
Approve financial claims report.

City of Salinas Page 1 of 1 Printed on 4/26/2023
powered by Legistar™
Number Date Status Payee Name
Transaction
Amount
466007 04/13/2023 Open Law Offices of Roy C Gunter III $570.50 466008 04/13/2023 Open PNC Equipment Finance, LLC $58,774.99 466009 04/13/2023 Open Walmart c/o Capitol One $1,405.37 466010 04/18/2023 Open Evelia Marr $160.00
466011 04/18/2023 Open Roberto Filice $217.00
466012 04/18/2023 Open Steven Carrigan $328.35
466013 04/18/2023 Open 4 Imprint $924.28
466014 04/18/2023 Open 72 Hour LLC dba Chevrolet of Watsonville/National $245.19 466015 04/18/2023 Open Ace Hardware $10.91
466016 04/18/2023 Open Acme Car Wash (William Pierce Inc) $1,289.00 466017 04/18/2023 Open AJ's Equipment Company $999.27
466018 04/18/2023 Open Alameda Electrical Distributors $85.98 466019 04/18/2023 Open Alhambra and Sierra Spring DS Waters of America LP $90.93 466020 04/18/2023 Open All Safe Security Alarm $360.00
466021 04/18/2023 Open Amazon.Com $230.99
466022 04/18/2023 Open American Supply Company $3,743.33 466023 04/18/2023 Open American Traffic Solutions Inc. $26,057.84 466024 04/18/2023 Open Amerigas $1,960.26
466025 04/18/2023 Open Ana Rueda De Vidales dba JAV Language Solutions $975.61 466026 04/18/2023 Open Assured Aggregates Company Inc $4,329.95 466027 04/18/2023 Open AT&T Mobility $240.93
466028 04/18/2023 Open AT&T Mobility $21.99
466029 04/18/2023 Open AT&T Mobility $119.78
466030 04/18/2023 Open B & H Foto & Electronics Corp $4,800.71 466031 04/18/2023 Open Bandit Systems Inc dba Bandit Systems $1,301.48 466032 04/18/2023 Open Bearing Engineering Company $29.36 466033 04/18/2023 Open Benitez Security Services, Inc $57,003.00 466034 04/18/2023 Open Bergkamp Incorporated $3,676.99
466035 04/18/2023 Open Breakout Prison Outreach dba California Youth Outr $16,181.83 466036 04/18/2023 Open Cagwin & Dorward, LLC $1,003.00
466037 04/18/2023 Open CALIFA Group $5,853.51
466038 04/18/2023 Open California Towing and Transport $526.00 466039 04/18/2023 Open California Water Service $299.69 466040 04/18/2023 Open California Water Service $15,763.55 466041 04/18/2023 Open CDW-G $26,841.31
466042 04/18/2023 Open Cintas $125.50
466043 04/18/2023 Open CMP-1 Llc dba The Pointe at Harden Ranch $5,003.83 466044 04/18/2023 Open CMP-1, LLC dba Cambridge Court Apartments Homes $4,400.00 466045 04/18/2023 Open Coalition of Homeless Services Providers $4,888.32 466046 04/18/2023 Open Coast Automotive Warehouse Inc $542.31 466047 04/18/2023 Open Colantuono, Highsmith & Whatley, PC $569.03 466048 04/18/2023 Open Comcast (Business) $167.73
466049 04/18/2023 Open Community Homeless Solutions $46,797.60 General Account - General Account
Check
City of Salinas
Payment Register
From Payment Date: 4/12/2023 - To Payment Date: 4/25/2023 user: Josephine Fernandez Pages: 1 of 7 Wednesday, April 26, 2023 Number Date Status Payee Name
Transaction
Amount
General Account - General Account
Check
City of Salinas
Payment Register
From Payment Date: 4/12/2023 - To Payment Date: 4/25/2023 466050 04/18/2023 Open Condor Security Of America Inc $4,332.51 466051 04/18/2023 Open CSC Of Salinas $49.02
466052 04/18/2023 Open Dal-Tile Distribution, Inc $2,410.38 466053 04/18/2023 Open Demco $33,535.57
466054 04/18/2023 Open Direct TV LLC $17.99
466055 04/18/2023 Open Docks and Doors LLC $829.54
466056 04/18/2023 Open Don Chapin Inc $1,237.96
466057 04/18/2023 Open Don Chapin Inc $36,461.52
466058 04/18/2023 Open Downtown Streets, Inc $10,733.12 466059 04/18/2023 Open East Bay Tire Company $5,874.28
466060 04/18/2023 Open Economic & Planning Systems, Inc. $16,927.95 466061 04/18/2023 Open Elani Trejo Petty Cash $101.36
466062 04/18/2023 Open Fastenal Company $69.97
466063 04/18/2023 Open Ferguson US Hodings, Inc dba Ferguson Enterprises $446.86 466064 04/18/2023 Open First Alarm $456.21
466065 04/18/2023 Open First Alarm Security & Patrol Inc dba An Allied Un $3,064.95 466066 04/18/2023 Open Global Water Technology, Inc $1,375.00 466067 04/18/2023 Open Golden State Emergency Vehicle Service Inc $630.38 466068 04/18/2023 Open Government Forms and Supplies LLC $44.91 466069 04/18/2023 Open Granite Construction Company $3,643.71 466070 04/18/2023 Open Granite Rock Co $301.62
466071 04/18/2023 Open Green Valley Industrial Supply $208.71 466072 04/18/2023 Open Grey House Publishing, Inc dba Salem Press Product $2,995.00 466073 04/18/2023 Open Hilda Garcia Petty Cash Custodian $125.00 466074 04/18/2023 Open Home Depot Credit Services $5,259.06 466075 04/18/2023 Open HROD, Inc $7,000.00
466076 04/18/2023 Open Hydro Turf $514.93
466077 04/18/2023 Open Ingram Book Company $3,189.44
466078 04/18/2023 Open Interactive Data, LLC dba IDI $147.00 466079 04/18/2023 Open Iteris Inc $1,660.60
466080 04/18/2023 Open Jahaira Paola Navarro dba Dance Into Fitness with $1,183.00 466081 04/18/2023 Open Jam Services Inc $7,625.65
466082 04/18/2023 Open Jayson F. Cardinalli dba Clean Brothers $9,720.00 466083 04/18/2023 Open Jesse And Evan Inc dba La Plaza Bakery $340.84 466084 04/18/2023 Open Jimenez Autobody Parts, Inc dba C & J Auto Parts $710.13 466085 04/18/2023 Open Joaquin Vasquez Dba Rose Backflow Services $3,571.42 466086 04/18/2023 Open Johnson Associates $678.56
466087 04/18/2023 Open Jose Daniel Barrera dba Signa Signs & Graphics $2,608.71 466088 04/18/2023 Open K9 Tactical Gear Inc $1,395.10
466089 04/18/2023 Open Karla's Janitorial & Suppliers, LLC $3,150.00 466090 04/18/2023 Open Kelly-Moore Paint Company $185.71 466091 04/18/2023 Open Kimball Midwest $1,062.37
466092 04/18/2023 Open Kurt Ashley dba Secure Solutions $13,414.71 user: Josephine Fernandez Pages: 2 of 7 Wednesday, April 26, 2023 Number Date Status Payee Name
Transaction
Amount
General Account - General Account
Check
City of Salinas
Payment Register
From Payment Date: 4/12/2023 - To Payment Date: 4/25/2023 466093 04/18/2023 Open LAZ KARP Associates, LLC $64,155.89 466094 04/18/2023 Open Mackay Motor Parts, Inc dba Napa Auto Parts $15.54 466095 04/18/2023 Open McLaughlin Painting $25,560.00
466096 04/18/2023 Open MCSI Water Systems Management $900.72 466097 04/18/2023 Open Midwest Tape, LLC dba Midwest Tape $10,449.72 466098 04/18/2023 Open MNS Engineers, Inc $48,020.38
466099 04/18/2023 Open Monterey Bay Analytical Services, Inc $1,726.00 466100 04/18/2023 Open Monterey County Health Department $2,485.97 466101 04/18/2023 Open Monterey County The Herald $315.35 466102 04/18/2023 Open Monterey County Weekly $2,079.00 466103 04/18/2023 Open Monterey Transfer and Storage Inc $86.50 466104 04/18/2023 Open MP 21 Soledad Street, L.P. $8,841.00 466105 04/18/2023 Open MP 21 Soledad Street, L.P. $1,200.00 466106 04/18/2023 Open My Jeep $73.46
466107 04/18/2023 Open Natividad Medical Center $248.00 466108 04/18/2023 Open North American Catholic Educational Programming Fo $4,800.00 466109 04/18/2023 Open Office Depot Business Service Division $453.97 466110 04/18/2023 Open One Workplace L Ferrari, LLC dba Peninsula Busines $3,327.82 466111 04/18/2023 Open Operation Freedom Paws $351.00
466112 04/18/2023 Open Overhead Door Company Of Salinas $1,780.00 466113 04/18/2023 Open Pacific Gas and Electric Company $3,940.63 466114 04/18/2023 Open Pacific Truck Parts Inc $836.77
466115 04/18/2023 Open Pape Machinery, Inc. $158,613.20 466116 04/18/2023 Open Pinnacle Medical Group Inc dba Pinnacle Healthcare $328.00 466117 04/18/2023 Open Place Works Inc $30,081.08
466118 04/18/2023 Open PlayCore Wisconsin Inc dba GameTIme $1,494.79 466119 04/18/2023 Open Premier Builders, Inc. $174,909.71 466120 04/18/2023 Open Public Sector Personnel Consultants $30,000.00 466121 04/18/2023 Open Pure Water $107.76
466122 04/18/2023 Open RDO Equipment Company $34.54
466123 04/18/2023 Open Republic Services of Salinas $1,418.50 466124 04/18/2023 Open Republic Services, Inc dba Allied Waste Services $7,506.99 466125 04/18/2023 Open Rincon Consultants, Inc. $3,360.75 466126 04/18/2023 Open S & L Investments dba Salinas Valley ProSquad $1,124.11 466127 04/18/2023 Open Salinas Valley Solid Waste Authority $1,051.90 466128 04/18/2023 Open San Diego Police Equipment Company $11,529.81 466129 04/18/2023 Open San Lorenzo Lumber $882.29
466130 04/18/2023 Open Sentry Alarm System $1,057.50
466131 04/18/2023 Open Shaw HR Consulting Inc $285.00
466132 04/18/2023 Open Shawn Miguel Russell dba Russell Investigations $8,480.16 466133 04/18/2023 Open Smart and Final Iris $336.34
466134 04/18/2023 Open Smith and Enright Landscaping $74,341.93 466135 04/18/2023 Open Steven Criste $1,000.00
user: Josephine Fernandez Pages: 3 of 7 Wednesday, April 26, 2023 Number Date Status Payee Name
Transaction
Amount
General Account - General Account
Check
City of Salinas
Payment Register
From Payment Date: 4/12/2023 - To Payment Date: 4/25/2023 466136 04/18/2023 Open Stommel Inc dba Lehr $886.03
466137 04/18/2023 Open Sturdy Oil Company $71,714.17
466138 04/18/2023 Open Sunstar Media $25.00
466139 04/18/2023 Open Target Pest Control $230.00
466140 04/18/2023 Open TK Elevator Corporation $7,466.61 466141 04/18/2023 Open Tri County Fire Protection $807.59 466142 04/18/2023 Open U.S. Bank National Association dba U.S. Bank Equip $344.98 466143 04/18/2023 Open U.S. Bank National Association ND $18,419.57 466144 04/18/2023 Open Uline, Inc $457.88
466145 04/18/2023 Open United Parcel Service $39.65
466146 04/18/2023 Open Valley Fabrication Inc $39.71
466147 04/18/2023 Open Valley Saw Shop $222.56
466148 04/18/2023 Open Vals Plumbing and Heating Inc $1,402.71 466149 04/18/2023 Open Veritiv Operating Company Formerly xpedx $1,406.53 466150 04/18/2023 Open Verizon Wireless $3,876.39
466151 04/18/2023 Open Verizon Wireless $750.37
466152 04/18/2023 Open Verizon Wireless $40.01
466153 04/18/2023 Open W W Grainger Inc $2,283.38
466154 04/18/2023 Open Wald, Ruhnke & Dost Architects, LLP $398.00 466155 04/18/2023 Open Walmart c/o Capitol One $200.14
466156 04/18/2023 Open WCDJR LLC dba Watsonville Chrysler Dodge Jeep Ram $2,914.08 466157 04/18/2023 Open Worldpac $159.06
466158 04/18/2023 Open Bill Moore and Associates $365.66 466159 04/18/2023 Open Cal Property Management $286.51
466160 04/18/2023 Open Corinne Diane Garcia Trust $100.00 466161 04/18/2023 Open Discover Aviation, INC $234.86
466162 04/20/2023 Open Bartel Associates LLC $28,695.00 466163 04/20/2023 Open Dick's Sporting Goods Inc $11,509.43 466164 04/20/2023 Open Hinderliter De Llamas and Associates $1,959.46 466165 04/20/2023 Open MGT Of America Inc $6,000.00
466166 04/20/2023 Open Monterey County Convention And Visitors Bureau $42,665.18 466167 04/20/2023 Open Monterey County Office of Education $31,250.00 466168 04/20/2023 Open Regional Government Services $1,551.13 466169 04/20/2023 Open Rexford Title, Inc $179,752.50
466170 04/25/2023 Open Brett Godown $104.32
466171 04/25/2023 Open Gerardo Magana $220.75
466172 04/25/2023 Open Katherine Bonilla $572.71
466173 04/25/2023 Open Kim Picaso $127.00
466174 04/25/2023 Open Luis Bravo $89.50
466175 04/25/2023 Open Pedro Gomez $150.00
466176 04/25/2023 Open Robert Asamoto $150.00
466177 04/25/2023 Open Robert Miller $419.84
466178 04/25/2023 Open Rodolfo Roman $89.50
user: Josephine Fernandez Pages: 4 of 7 Wednesday, April 26, 2023 Number Date Status Payee Name
Transaction
Amount
General Account - General Account
Check
City of Salinas
Payment Register
From Payment Date: 4/12/2023 - To Payment Date: 4/25/2023 466179 04/25/2023 Open ABAG Power Purchasing Pool $18,920.31 466180 04/25/2023 Open Ace High Designs, Inc. $379.06
466181 04/25/2023 Open ADB Safegate Americas Holding Inc dba ADB Safegate $965.66 466182 04/25/2023 Open Alco Water $4,889.30
466183 04/25/2023 Open Alhambra and Sierra Spring DS Waters of America LP $201.85 466184 04/25/2023 Open Alhambra and Sierra Spring DS Waters of America LP $298.78 466185 04/25/2023 Open All Pets Hospital $115.10
466186 04/25/2023 Open All Safe Security Alarm $155.00
466187 04/25/2023 Open Alliant Insurance Services, Inc. $580.00 466188 04/25/2023 Open Alliant Insurance Services, Inc. $4,102.00 466189 04/25/2023 Open Amazon.Com $316.01
466190 04/25/2023 Open American Supply Company $1,332.47 466191 04/25/2023 Open AP Triton, LLC $1,938.80
466192 04/25/2023 Open Assured Aggregates Company Inc $2,473.50 466193 04/25/2023 Open B&N Motors, LLC dba Toyota Salinas $72.32 466194 04/25/2023 Open Bear Electrical Solutions Inc $26,049.00 466195 04/25/2023 Open Beatriz A Barajas - Petty Cash Custodian $40.52 466196 04/25/2023 Open Breakout Prison Outreach dba California Youth Outr $18,340.04 466197 04/25/2023 Open BrightView Landscape Services, Inc $8,376.16 466198 04/25/2023 Open Brodart Company $69.96
466199 04/25/2023 Open ByWater Solutions, LLC $10,000.00 466200 04/25/2023 Open Cadence Team, Inc $13,425.00
466201 04/25/2023 Open California Towing and Transport $1,271.00 466202 04/25/2023 Open Canon Solutions America Inc $205.74 466203 04/25/2023 Open Carl Warren & Company, LLC $3,900.00 466204 04/25/2023 Open CDW-G $665.48
466205 04/25/2023 Open Central Coast YMCA $14,121.00
466206 04/25/2023 Open Cintas $53.37
466207 04/25/2023 Open Coast Automotive Warehouse Inc $94.92 466208 04/25/2023 Open Comcast $2,852.76
466209 04/25/2023 Open Comcast (Business) $577.26
466210 04/25/2023 Open Community Homeless Solutions $133,274.39 466211 04/25/2023 Open Consolidated Electrical Distributors, Inc. $121.97 466212 04/25/2023 Open CSC Of Salinas $51.93
466213 04/25/2023 Open Dataflow Business Systems Inc $65.40 466214 04/25/2023 Open Demco $410.40
466215 04/25/2023 Open Direct TV LLC $64.73
466216 04/25/2023 Open Disaster Kleenup Specialist, Inc. $1,170.20 466217 04/25/2023 Open East Bay Tire Company $858.28
466218 04/25/2023 Open Ecology Action of Santa Cruz $3,200.76 466219 04/25/2023 Open Eden Council for Hope and Opportunity $8,746.91 466220 04/25/2023 Open Envision Ware Inc $2,505.00
466221 04/25/2023 Open Extra Space Management Inc $670.60 user: Josephine Fernandez Pages: 5 of 7 Wednesday, April 26, 2023 Number Date Status Payee Name
Transaction
Amount
General Account - General Account
Check
City of Salinas
Payment Register
From Payment Date: 4/12/2023 - To Payment Date: 4/25/2023 466222 04/25/2023 Open Extra Space Management Inc $691.40 466223 04/25/2023 Open FAST Services $250.00
466224 04/25/2023 Open Fastenal Company $37.29
466225 04/25/2023 Open Ferguson US Hodings, Inc dba Ferguson Enterprises $891.39 466226 04/25/2023 Open First Alarm Security & Patrol Inc dba An Allied Un $6,129.45 466227 04/25/2023 Open Glasswork by Design $680.00
466228 04/25/2023 Open Gold Star Motors dba Gold Star Buick GMC $75.15 466229 04/25/2023 Open Golden State Emergency Vehicle Service Inc $158.91 466230 04/25/2023 Open Goldfarb and Lipman $224.00
466231 04/25/2023 Open Granite Rock Co $4,477.79
466232 04/25/2023 Open Green Rubber Kennedy Ag $1,410.11 466233 04/25/2023 Open Harris and Associates $896.50
466234 04/25/2023 Open Hydro Turf $133.28
466235 04/25/2023 Open Ingram Book Company $2,025.61
466236 04/25/2023 Open Interstate Battery System Inc $116.01 466237 04/25/2023 Open Jason Louis dba The Briefing Room, LLC $3,390.66 466238 04/25/2023 Open Joaquin Vasquez Dba Rose Backflow Services $162.50 466239 04/25/2023 Open John Allen dba California Hawaiian Mobile Estates $4,953.52 466240 04/25/2023 Open Johnson Associates $218.39
466241 04/25/2023 Open Jose Luis Corral dba Salinas Pizza $115.66 466242 04/25/2023 Open JS Inc dba Steinbeck Lodge $105,840.00 466243 04/25/2023 Open JT Hose & Fittings $665.48
466244 04/25/2023 Open Kelly-Moore Paint Company $603.91 466245 04/25/2023 Open Kimley Horn And Assoc Inc $8,425.00 466246 04/25/2023 Open Lakeshore Learning Materials $819.85 466247 04/25/2023 Open Law Offices of Roy C Gunter III $977.75 466248 04/25/2023 Open Leon De Asis $2,000.00
466249 04/25/2023 Open Life Assist $1,943.93
466250 04/25/2023 Open Long Valley Leasing $815.11
466251 04/25/2023 Open Mackay Motor Parts, Inc dba Napa Auto Parts $154.79 466252 04/25/2023 Open Marina Hotels CI LLC dba Country Inn & Suites $115,769.00 466253 04/25/2023 Open Matthew G Norton Co dba NWB Salinas LLC $233.10 466254 04/25/2023 Open Matthew G Norton Co dba NWB Salinas LLC $233.10 466255 04/25/2023 Open Matthew G Norton Co dba NWB Salinas LLC $136.85 466256 04/25/2023 Open Midwest Tape, LLC dba Midwest Tape $319.86 466257 04/25/2023 Open Mike Signs $5,281.96
466258 04/25/2023 Open MJ Communications, Inc $125.00
466259 04/25/2023 Open Monterey County Convention And Visitors Bureau $19,646.47 466260 04/25/2023 Open Monterey County Mayors Association $1,575.83 466261 04/25/2023 Open Monterey County Sheriffs Office $126,665.58 466262 04/25/2023 Open Monterey County The Herald $402.80 466263 04/25/2023 Open Monterey County Women Lawyers Association $120.00 466264 04/25/2023 Open Natividad Medical Center $124.00 user: Josephine Fernandez Pages: 6 of 7 Wednesday, April 26, 2023 Number Date Status Payee Name
Transaction
Amount
General Account - General Account
Check
City of Salinas
Payment Register
From Payment Date: 4/12/2023 - To Payment Date: 4/25/2023 466265 04/25/2023 Open O'Reilly Auto Parts $178.02
466266 04/25/2023 Open Office Depot Business Service Division $565.28 466267 04/25/2023 Open One Workplace L Ferrari, LLC dba Peninsula Busines $5,360.45 466268 04/25/2023 Open Pacific Gas and Electric Company $2,917.22 466269 04/25/2023 Open Pacific Gas and Electric Company $131,540.85 466270 04/25/2023 Open Pacific Products and Services LLC $108.23 466271 04/25/2023 Open Pacific Truck Parts Inc $213.45
466272 04/25/2023 Open Pape Machinery, Inc. $18,551.74
466273 04/25/2023 Open Pedro C Estrada Dba Estrada Janitorial Service $450.00 466274 04/25/2023 Open R3 Consulting Group, Inc. $1,178.75 466275 04/25/2023 Open Rent-A-Fence.com, Inc $108.16
466276 04/25/2023 Open Republic Services of Salinas $572.34 466277 04/25/2023 Open Russell Auria Pest Control Services $345.00 466278 04/25/2023 Open Russell Branson dba Russ Branson Consulting $6,673.13 466279 04/25/2023 Open Safeway Sign Company $2,677.39
466280 04/25/2023 Open Salinas Californian $2,852.01
466281 04/25/2023 Open Salinas Californian $829.24
466282 04/25/2023 Open Salinas Valley Ford Inc $57,112.88 466283 04/25/2023 Open Salinas Valley Tourism And Visitors Bureau $10,000.00 466284 04/25/2023 Open San Lorenzo Lumber $21.12
466285 04/25/2023 Open Savant Solutions, Inc $3,315.50
466286 04/25/2023 Open Smart and Final Iris $175.53
466287 04/25/2023 Open Smith and Enright Landscaping $24,839.73 466288 04/25/2023 Open State Water Resource Control Board $1,738.00 466289 04/25/2023 Open Stommel Inc dba Lehr $2,179.68
466290 04/25/2023 Open Sturdy Oil Company $1,398.45
466291 04/25/2023 Open Target Pest Control $220.00
466292 04/25/2023 Open The Peavey Corporation dba Lynn Peavey Company $235.49 466293 04/25/2023 Open Thomson-West/Barclays $347.69
466294 04/25/2023 Open Tiffanys Body Shop $2,209.54
466295 04/25/2023 Open U.S. Bank National Association ND $29,192.32 466296 04/25/2023 Open United Site Services $375.10
466297 04/25/2023 Open Vintage Contractors, Inc $17,145.44 466298 04/25/2023 Open W W Grainger Inc $89.52
466299 04/25/2023 Open Wayne Lagger dba LPS Tactical & Personal Security $983.28 466300 04/25/2023 Open WCAF, LLC dba Watsonville Ford $179.20 466301 04/25/2023 Open WCDJR LLC dba Watsonville Chrysler Dodge Jeep Ram $716.76 466302 04/25/2023 Open Western Growers Service Corp. $10,000.00 466303 04/25/2023 Open Willdan Financial Services $12,675.00 466304 04/25/2023 Open Worldpac $1,113.24
$2,657,402.46
General Account - General Account Totals
Type Check Totals:
user: Josephine Fernandez Pages: 7 of 7 Wednesday, April 26, 2023 City of Salinas
Legislation Text
200 Lincoln Ave., Salinas,
CA 93901
www.cityofsalinas.org
File #: ID#23-254, Version: 1
Professional Service Agreement with the Transportation Agency for Monterey County for the Alisal Safe Routes to School Plan Non-Infrastructure Phase
Approve a Resolution authorizing the City Manager to execute an Agreement for Professional Services between the City of Salinas and the Transportation Agency for Monterey County for a total compensation amount not to exceed $84,998.80 to for the Alisal Safe Routes to School Plan Non-Infrastructure Phase.

City of Salinas Page 1 of 1 Printed on 4/26/2023
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CITY OF SALINAS

COUNCIL STAFF REPORT
DATE: MAY 2, 2023
DEPARTMENT: PUBLIC WORKS DEPARTMENT
FROM: DAVID JACOBS P.E., L.S., PUBLIC WORKS DIRECTOR

ANDREW EASTERLING, TRAFFIC ENGINEER
TITLE: AGREEMENT FOR PROFESSIONAL SERVICES BETWEEN THE

CITY OF SALINAS AND THE TRANSPORTATION AGENCY

FOR MONTEREY COUNTY FOR THE ALISAL SAFE ROUTES

TO SCHOOL PLAN NON-INFRASTRUCTURE PHASE
RECOMMENDED MOTION:

A motion to approve a resolution authorizing the City Manager to execute an Agreement for Professional Services between the City of Salinas and the Transportation Agency for Monterey County for a total compensation amount not to exceed $84,998.80 to for the Alisal Safe Routes to School Plan Non-Infrastructure Phase.

EXECUTIVE SUMMARY:

The City of Salinas partnered with the Transportation Agency for Monterey County (TAMC) to secure Active Transportation Grant Program funding for the Alisal Safe Routes to School Plan.

TAMC was the co-applicant with a scope of work for non-infrastructure items, specifically encouragement and education programs. It is recommended that the City Council approve an Agreement for Professional Services between the City of Salinas (City) and the Transportation Agency for Monterey County for the Alisal Safe Routes to School Plan Non-Infrastructure Phase.

BACKGROUND:

On June 15, 2022, the City in partnership with the Transportation Agency for Monterey County (TAMC) submitted an application to the Active Transportation Grant Program to request funding for improvements identified in the Salinas Safe Routes to Schools Plan (Attachment 1), including the pedestrian hybrid beacon (PHB) system on Williams Rd, plus funds to replace street trees and install radar feedback signage. In addition to funding for infrastructure improvements, the application included non-infrastructure funding for classroom bicycle/pedestrian education workshops, bike rodeos, and walk/bike to school encouragement days. The City was successful in its grant application and was selected to be awarded grant funds in the amount of $998,000, whereas $913,000 of grant funding was to be allocated for infrastructure, and $85,000 was to be allocated towards the non-infrastructure elements. TAMC’s scope of work remains unchanged Page | 2
from the grant application and is included as an exhibit in the Agreement for Professional Services between the City of and the Transportation Agency for Monterey County (Attachment 2).

On March 21, 2023, the City Council approved Resolution 22608 (Attachment 3) to authorize the establishment of a new CIP Account “Alisal Safe Routes to School Project” appropriation totaling $998,000 and corresponding revenue budget for the Alisal Safe Routes to School Project with no matching funds required. Now that the CIP account has been established, the item is coming back to Council to consider approving a professional service agreement with TAMC for the noninfrastructure components. Within the next few months this project will come back to City Council to award the construction contract following the advertisement of the project.

CEQA CONSIDERATION:

Not a Project. The City of Salinas has determined that the proposed action is not a project as defined by the California Environmental Quality Act (CEQA) (CEQA Guidelines Section 15378).

STRATEGIC PLAN INITIATIVE:

This item supports the City Council’s goal of “public safety”.

DEPARTMENTAL COORDINATION:

The Public Works Department and Finance Department manage the project accounting. The Public Works Department will manage the construction phase of the grant funded project.

FISCAL AND SUSTAINABILITY IMPACT:

There is no impact to the General Fund. There is sufficient funding in CIP 9360 (Alisal Safe Routes to School Plan), which is fully funded through a state grant with no local match.

ATTACHMENTS:

Resolution
Attachment 1: Salinas Safe Routes to Schools Plan
Attachment 2: Agreement for Professional Services between the City of and the Transportation Agency for Monterey County
Attachment 3: Resolution 22608
RESOLUTION No. _______ (N.C.S.)
A RESOLUTION AUTHORIZING: 1) THE CITY MANAGER TO EXECUTE AN

AGREEMENT FOR PROFESSIONAL SERVICES BETWEEN THE CITY OF SALINAS

AND THE TRANSPORTATION AGENCY FOR MONTEREY COUNTY FOR A TOTAL COMPENSATION AMOUNT NOT TO EXCEED $84,998.80 FOR THE ALISAL SAFE ROUTES TO SCHOOL PLAN NON-INFRASTRUCTURE PHASE; AND 2) THE ESTABLISHMENT OF A CIP 9360 (ALISAL SAFE ROUTES TO SCHOOL PLAN) APPROPRIATION OF UP TO $84,998.80 AND USE OF CIP 9360 (ALISAL SAFE

ROUTES TO SCHOOL PLAN) FUND BALANCE FOR THE ALISAL SAFE ROUTES TO SCHOOL PLAN NON-INFRASTRUCTURE PHASE.

WHEREAS, the City of Salinas partnered with the Transportation Agency for Monterey County (TAMC) to secure Active Transportation Grant Program funding for the Alisal Safe Routes to School Plan; and
WHEREAS, TAMC was the co-applicant with a scope of work for non-infrastructure items, specifically encouragement and education programs; and WHEREAS, the City of Salinas has determined that the proposed action is not a project as defined by the California Environmental Quality Act (CEQA) (CEQA Guidelines Section 15378).

NOW, THEREFORE, BE IT RESOLVED BY THE SALINAS CITY COUNCIL that the Salinas City Council approves a Resolution authorizing the City Manager to execute an Agreement for Professional Services between the City of Salinas and the Transportation Agency for Monterey County for a total compensation amount not to exceed $84,998.80 to for the Alisal Safe Routes to School Plan Non-Infrastructure Phase.

PASSED AND APPROVED this 2nd day of May 2023 by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

APPROVED:
_________________________________
Kimbley Craig, Mayor
ATTEST:
_________________________
Patricia M. Barajas, City Clerk
Form: Professional Services Agreement v. January 2021 Page 1 of 16 The Transportation Agency for Monterey County
April 2023

AGREEMENT

FOR PROFESSIONAL SERVICES

BETWEEN

THE CITY OF SALINAS AND THE

TRANSPORTATION AGENCY FOR

MONTEREY COUNTY

Form: Professional Services Agreement v. January 2021 Page 2 of 16 The Transportation Agency for Monterey County
April 2023
Contents
RECITALS ..................................................................................................................................... 4 TERMS ........................................................................................................................................... 4

1. Scope of Service. ................................................................................................................. 4

2. Term; Completion Schedule. ............................................................................................... 4

3. Compensation. ..................................................................................................................... 4

4. Billing. ................................................................................................................................. 4

5. Meet & Confer. .................................................................................................................... 5

6. Additional Copies................................................................................................................. 5

7. Responsibility of TAMC...................................................................................................... 5

8. Responsibility of City. ......................................................................................................... 5

9. Acceptance of Work Not a Release. .................................................................................... 6

10. Indemnification and Hold Harmless. ................................................................................... 6

11. Insurance. ............................................................................................................................. 6

12. Access to Records. ............................................................................................................... 6

13. Non-Assignability. ............................................................................................................... 6

14. Changes to Scope of Work. ................................................................................................. 6

15. Ownership of Documents. ................................................................................................... 7

16. Termination. ......................................................................................................................... 7

17. Compliance with Laws, Rules, and Regulations. ................................................................ 8

18. Exhibits Incorporated. .......................................................................................................... 8

19. Independent Contractor. ....................................................................................................... 8

20. Integration and Entire Agreement. ....................................................................................... 8

21. Jurisdiction and Venue. ........................................................................................................ 8

22. Severability .......................................................................................................................... 8

23. Notices. ................................................................................................................................ 8

24. Nondiscrimination................................................................................................................ 9

25. Conflict of Interest. .............................................................................................................. 9

26. Headings. ........................................................................................................................... 10

27. Attorneys’ Fees .................................................................................................................. 10

28. Non-Exclusive Agreement. ................................................................................................ 10

29. Rights and Obligations Under Agreement. ........................................................................ 10

30. Licenses.............................................................................................................................. 10

31. Counterparts. ...................................................................................................................... 10

Form: Professional Services Agreement v. January 2021 Page 3 of 16 The Transportation Agency for Monterey County
April 2023

32. Legal Representation. ........................................................................................................ 10

33. Joint Representation. .......................................................................................................... 10

34. Warranty of Authority........................................................................................................ 10

35. No Waiver of Rights. ......................................................................................................... 11 Exhibit A- Insurance Requirements .............................................................................................. 13 Exhibit B- Scope of Service .......................................................................................................... 16

Form: Professional Services Agreement v. January 2021 Page 4 of 16 The Transportation Agency for Monterey County
April 2023

AGREEMENT FOR PROFESSIONAL SERVICES BETWEEN

THE CITY OF SALINAS AND THE TRANSPORTATION AGENCY FOR MONTEREY COUNTY
This Agreement for Professional Services (the “Agreement” and/or “Contract”) is made and entered into this ____ day of January, 2023, between the City of Salinas, a California Charter city and municipal corporation (hereinafter “City”), and the Transportation Agency for Monterey County, a joint powers authority (hereinafter “TAMC”).

RECITALS
WHEREAS, TAMC represents that he, she, or it is specially trained, experienced, and competent to perform the special services which will be required by this Agreement; and WHEREAS, TAMC is willing to render such professional services, as hereinafter defined, on the following terms and conditions.

NOW, THEREFORE, City and TAMC agree as follows:

TERMS

1. Scope of Service. The project contemplated and the scope of TAMC’s services are described in Exhibit B, attached hereto and incorporated herein by reference.

2. Term; Completion Schedule. This Agreement shall commence on August 1, 2023, and shall terminate on December 31, 2027, unless extended in writing by either party upon (30) days written notice. This Agreement may be extended only upon mutual written consent of the parties, and may be terminated only pursuant to the terms of this Agreement.

3. Compensation. City hereby agrees to pay TAMC for services rendered the City pursuant to this Agreement on a time and materials basis according to the rates of compensation as set forth in Exhibit B. The total amount of compensation to be paid under this Agreement shall not exceed eighty-four thousand, nine hundred ninety-eight dollars and eighty cents ($84,998.80).

4. Billing. TAMC shall submit to City an itemized invoice, prepared in a form satisfactory to City, describing its services and costs for the period covered by the invoice. Except as specifically authorized by City, TAMC shall not bill City for duplicate services performed by more than one person. TAMC’s bills shall include the following information to which such services cost or pertain:
(A) A brief description of services performed;
(B) The date the services were performed;
(C) The number of hours spent and by whom;

Form: Professional Services Agreement v. January 2021 Page 5 of 16 The Transportation Agency for Monterey County
April 2023
(D) A brief description of any costs incurred; and
(E) The TAMC’s signature.

Any such invoices shall be in full accord with any and all applicable provisions of this Agreement.

City shall make payment on each such invoice within thirty (30) days of receipt; provided, however, that if TAMC submits an invoice which is incorrect, incomplete, or not in accord with the provisions of this Agreement, City shall not be obligated to process any payment to TAMC until thirty (30) days after a correct and complying invoice has been submitted by TAMC. The City shall process undisputed portion immediately.

5. Meet & Confer. TAMC agrees to meet and confer with City or its agents or employees with regard to services as set forth herein as may be required by the City to ensure timely and adequate performance of the Agreement.

6. Additional Copies. If City requires additional copies of reports, or any other material which TAMC is required to furnish as part of the services under this Agreement, TAMC shall provide such additional copies as are requested, and City shall compensate TAMC for the actual costs related to the production of such copies by TAMC.

7. Responsibility of TAMC. By executing this Agreement, TAMC agrees that the services to be provided and work to be performed under this Agreement shall be performed in a fully competent manner. By executing this Agreement, TAMC further agrees and represents to City that the TAMC possesses, or shall arrange to secure from others, all of the necessary professional capabilities, experience, resources, and facilities necessary to provide the City the services contemplated under this Agreement and that City relies upon the professional skills of TAMC to do and perform TAMC’s work. TAMC further agrees and represents that TAMC shall follow the current, generally accepted practices in this area to the profession to make findings, render opinions, prepare factual presentations, and provide professional advice and recommendations regarding the projects for which the services are rendered under this Agreement.

8. Responsibility of City. To the extent appropriate to the projects to be completed by TAMC pursuant to this Agreement, City shall:
(A) Assist TAMC by placing at its disposal all available information pertinent to the projects, including but not limited to, previous reports and any other data relative to the projects.

Nothing contained herein shall obligate City to incur any expense in connection with completion of studies or acquisition of information not otherwise in the possession of City. (B) Examine all studies, reports, sketches, drawings, specifications, proposals, and other documents presented by TAMC, and render verbally or in writing as may be appropriate, decisions pertaining thereto within a reasonable time so as not to delay the services of TAMC.

Form: Professional Services Agreement v. January 2021 Page 6 of 16 The Transportation Agency for Monterey County
April 2023
(C) Steve Carrigan, City Manager, or his designee, shall act as City’s representative with respect to the work to be performed under this Agreement. Such person shall have the complete authority to transmit instructions, receive information, interpret and define City’s policies and decisions with respect to materials, equipment, elements, and systems pertinent to TAMC’s services. City may unilaterally change its representative upon notice to the TAMC. (D) Give prompt written notice to TAMC whenever City observes or otherwise becomes aware of any defect in a project.

9. Acceptance of Work Not a Release. Acceptance by the City of the work to be performed under this Agreement does not operate as a release of TAMC from professional responsibility for the work performed.

10. Indemnification and Hold Harmless.

TAMC shall defend, indemnify, and hold harmless the City and its officers, officials, employees, volunteers, and agents from and against any and all liability, loss, damage, expense, costs (including without limitation costs and fees of litigation) of every nature arising out of or in connection with TAMC’s performance of work hereunder, including the performance of work of any of TAMC’s subcontractors or agents, or TAMC’s failure to comply with any of its obligations contained in the agreement, except such loss or damage which was caused by the sole negligence or willful misconduct of the City.

11. Insurance. TAMC shall procure and maintain for the duration of this Agreement insurance meeting the requirements specified in Exhibit A hereto.

12. Access to Records. TAMC shall maintain all preparatory books, records, documents, accounting ledgers, and similar materials including but not limited to calculation and survey notes relating to work performed for the City under this Agreement on file for at least three (3) years following the date of final payment to TAMC by City. Any duly authorized representative(s) of City shall have access to such records for the purpose of inspection, audit, and copying at reasonable times during TAMC’s usual and customary business hours. TAMC shall provide proper facilities to City’s representative(s) for such access and inspection.

13. Non-Assignability. It is recognized by the parties hereto that a substantial inducement to City for entering into this Agreement was, and is, the professional reputation and competence of TAMC. This Agreement is personal to TAMC and shall not be assigned by it without express written approval of the City.

14. Changes to Scope of Work. City may at any time, and upon a minimum of ten (10) days written notice, seek to modify the scope of services to be provided for any project to be completed under this Agreement. TAMC shall, upon receipt of said notice, determine the impact on both time and compensation of such change in scope and notify City in writing. Upon agreement between City and TAMC as to the extent of said impacts to time and compensation, an amendment to this Agreement shall be prepared describing such changes. Execution of the

Form: Professional Services Agreement v. January 2021 Page 7 of 16 The Transportation Agency for Monterey County
April 2023
amendment by City and TAMC shall constitute the TAMC’s notice to proceed with the changed scope.

15. Ownership of Documents. Title to all final documents, including drawings, specifications, data, reports, summaries, correspondence, photographs, computer software (if purchased on the City’s behalf), video and audio tapes, software output, and any other materials with respect to work performed under this Agreement shall vest with City at such time as City has compensated TAMC, as provided herein, for the services rendered by TAMC in connection with which they were prepared. City agrees to hold harmless and indemnify the TAMC against all damages, claims, lawsuits, and losses of any kind including defense costs arising out of any use of said documents, drawings, and/or specifications on any other project without written authorization of the TAMC.

16. Termination.
(A) City shall have the authority to terminate this Agreement, upon ten days written notice to TAMC, as follows:
(1) If in the City’s reasonable opinion the conduct of the TAMC is such that the interest of the City may be impaired or prejudiced.
(B) Upon termination, TAMC shall be entitled to payment of such amount as fairly compensates TAMC for all work satisfactorily performed up to the date of termination based upon the TAMC’s rates shown in Exhibit B and/or Section 3 of this Agreement, except that:
(1) In the event of termination by the City for TAMC’s default, City shall deduct from the amount due TAMC the total amount of additional expenses incurred by City as a result of such default. Such deduction from amounts due TAMC are made to compensate City for its actual additional costs incurred in securing satisfactory performance of the terms of this Agreement, including but not limited to, costs of engaging another organization(s) for such purposes.
(C) In the event that this Agreement is terminated by City for a reasonable cause, TAMC shall:
(1) Upon receipt of written notice of such termination promptly cease all services on this project, unless otherwise directed by City; and (2) Deliver to City all documents, data, reports, summaries, correspondence, photographs, computer software output, video and audio tapes, and any other materials provided to TAMC or prepared by or for TAMC or the City in connection with this Agreement. Such material is to be delivered to City in completed form; however, notwithstanding the provisions of Section 15 herein, City may condition payment for

Form: Professional Services Agreement v. January 2021 Page 8 of 16 The Transportation Agency for Monterey County
April 2023
services rendered to the date of termination upon TAMC’s delivery to the City of such material.
(D) In the event that this Agreement is terminated by City for any reason, City is hereby expressly permitted to assume the projects and complete them by any means, including but not limited to, an agreement with another party.
(E) The rights and remedy of the City and TAMC provided under this Section are not exclusive and are in addition to any other rights and remedies provided by law or appearing in any other section of this Agreement.

17. Compliance with Laws, Rules, and Regulations. Services performed by TAMC pursuant to this Agreement shall be performed in accordance and full compliance with all applicable federal, state, and City laws and any rules or regulations promulgated thereunder.

18. Exhibits Incorporated. All exhibits referred to in this Agreement and attached to it are hereby incorporated in it by this reference. In the event there is a conflict between any of the terms of this Agreement and any of the terms of any exhibit to the Agreement, the terms of the Agreement shall control the respective duties and liabilities of the parties.

19. Independent Contractor. It is expressly understood and agreed by both parties that TAMC, while engaged in carrying out and complying with any of the terms and conditions of this Agreement, is an independent contractor and not an employee of the City. TAMC expressly warrants not to represent, at any time or in any manner, that TAMC is an employee or servant of the City.

20. Integration and Entire Agreement. This Agreement represents the entire understanding of City and TAMC as to those matters contained herein. No prior oral or written understanding shall be of any force or effect with respect to those matters contained herein. This Agreement may not be modified or altered except by amendment in writing signed by both parties.

21. Jurisdiction and Venue. This Agreement shall be governed by and construed in accordance with the laws of the State of California, County of Monterey, and City of Salinas.

Jurisdiction of litigation arising from this Agreement shall be in the State of California, in the County of Monterey or in the appropriate federal court with jurisdiction over the matter.

22. Severability. If any part of this Agreement is found to be in conflict with applicable laws, such part shall be inoperative, null and void insofar as it is in conflict with said laws, but the remainder of the Agreement shall continue to be in full force and effect.

23. Notices.
(A) Written notices to the City hereunder shall, until further notice by City, be addressed to:

Form: Professional Services Agreement v. January 2021 Page 9 of 16 The Transportation Agency for Monterey County
April 2023
City Manager
City of Salinas
200 Lincoln Avenue
Salinas, California 93901
With a copy to:

City Attorney
City of Salinas
200 Lincoln Avenue
Salinas, California 93901
(B) Written notices to the TAMC shall, until further notice by the TAMC, be addressed to:

Todd A. Muck
Executive Director
55 B Plaza Circle
Salinas, California 93901
[email protected]
(831) 775‐0903
(C) The execution of any such notices by the City Manager shall be effective as to TAMC as if it were by resolution or order of the City Council, and TAMC shall not question the authority of the City Manager to execute any such notice. (D) All such notices shall either be delivered personally to the other party’s designee named above, or shall be deposited in the United States Mail, properly addressed as aforesaid, postage fully prepaid, and shall be effective the day following such deposit in the mail.

24. Nondiscrimination. During the performance of this Agreement, TAMC shall not discriminate against any employee or applicant for employment because of race, color, religion, ancestry, creed, sex, national origin, familial status, sexual orientation, age (over 40 years) or disability. TAMC shall take affirmative action to ensure that applicants are employed, and that employees are treated during employment without regard to their race, color, religion, ancestry, creed, sex, national origin, familial status, sexual orientation, age (over 40 years) or disability.

25. Conflict of Interest. TAMC warrants and declares that it presently has no interest, and shall not acquire any interest, direct or indirect, financial or otherwise, in any manner or degree which will render the services required under the provisions of this Agreement a violation of any applicable local, state or federal law. TAMC further declares that, in the performance of this Agreement, no subcontractor or person having such an interest shall be employed. In the event that any conflict of interest should nevertheless hereinafter arise, TAMC shall promptly notify City of the existence of such conflict of interest so that City may determine whether to terminate

Form: Professional Services Agreement v. January 2021 Page 10 of 16 The Transportation Agency for Monterey County
April 2023
this Agreement. TAMC further warrants its compliance with the Political Reform Act (Government Code section 81000 et seq.) and Salinas City Code Chapter 2A that apply to TAMC as the result of TAMC’s performance of the work or services pursuant to the terms of this Agreement.

26. Headings. The section headings appearing herein shall not be deemed to govern, limit, modify, or in any manner affect the scope, meaning or intent of the provisions of this Agreement.

27. Attorneys’ Fees. In case suit shall be brought to interpret or to enforce this Agreement, or because of the breach of any other covenant or provision herein contained, the prevailing party in such action shall be entitled to recover their reasonable attorneys’ fees in addition to such costs as may be allowed by the Court. City’s attorneys’ fees, if awarded, shall be calculated at the market rate.

28. Non-Exclusive Agreement. This Agreement is non-exclusive and both City and TAMC expressly reserves the right to contract with other entities for the same or similar services.

29. Rights and Obligations Under Agreement. By entering into this Agreement, the parties do not intend to create any obligations express or implied other than those set out herein; further, this Agreement shall not create any rights in any party not a signatory hereto.

30. Licenses. If a license of any kind, which term is intended to include evidence of registration, is required of TAMC, its representatives, agents or subcontractors by federal, state or local law, TAMC warrants that such license has been obtained, is valid and in good standing, and that any applicable bond posted in accordance with applicable laws and regulations.

31. Counterparts. This Agreement may be executed in one or more counterparts, each of which shall be deemed an original, but all of which together shall constitute a single agreement.

32. Legal Representation. Each party affirms that it has been represented, if it so chose, by legal counsel of its own choosing regarding the preparation and the negotiation of this Agreement and the matters and claims set forth herein, and that each of them has read this Agreement and is fully aware of its contents and its legal effect. Neither party is relying on any statement of the other party outside the terms set forth in this Agreement as an inducement to enter into this Agreement.

33. Joint Representation. The language of all parts of this Agreement shall in all cases be construed as a whole, according to its fair meaning, and not strictly for or against any party. No presumptions or rules of interpretation based upon the identity of the party preparing or drafting the Agreement, or any part thereof, shall be applicable or invoked.

34. Warranty of Authority. Each party represents and warrants that it has the right, power, and authority to enter into this Agreement. Each party further represents and warrants that it has given any and all notices, and obtained any and all consents, powers, and authorities, necessary to permit it, and the persons entering into this Agreement for it, to enter into this Agreement.

Form: Professional Services Agreement v. January 2021 Page 11 of 16 The Transportation Agency for Monterey County
April 2023

35. No Waiver of Rights. Waiver of a breach or default under this Agreement shall not constitute a continuing waiver or a waiver of a subsequent breach of the same or any other provision of this Agreement. The failure to provide notice of any breach of this Agreement or failure to comply with any of the terms of this Agreement shall not constitute a waiver thereof.

Failure on the part of either party to enforce any provision of this Agreement shall not be construed as a waiver of the right to compel enforcement of such provision or any other provision. A waiver by the City of any one or more of the conditions of performance under this Agreement shall not be construed as waiver(s) of any other condition of performance under this Agreement.

IN WITNESS WHEREOF, the parties hereto have made and executed this Agreement on the date first written above.

CITY OF SALINAS
____________________________
Steve Carrigan
City Manager
APPROVED AS TO FORM:
_________________________
□ Christopher A. Callihan, City Attorney, or
□ Rhonda Combs, Assistant City Attorney

TAMC
___________________________________
By: Todd Muck
Its: Executive Director

Form: Professional Services Agreement v. January 2021 Page 12 of 16 The Transportation Agency for Monterey County
April 2023

Form: Professional Services Agreement v. January 2021 Page 13 of 16 The Transportation Agency for Monterey County
April 2023
Exhibit A- Insurance Requirements
Insurance Requirements
TAMC shall procure and maintain for the duration of the Agreement insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder and the results of that work by the TAMC, his agents, representatives, employees, or subcontractors. With respect to General Liability and Professional Liability, coverage should be maintained for a minimum of five (5) years after Agreement completion.

MINIMUM SCOPE AND LIMIT OF INSURANCE
Coverage shall be at least as broad as:
(A)Commercial General Liability (“CGL”): Insurance Services Office Form (“ISO”) CG 00 01 covering CGL on an occurrence basis, including products and completed operations, property damage, bodily injury, and personal & advertising injury with limits no less than $1,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this project/location (ISO CG 25 03 or 25 04) or the general aggregate limit shall be twice the required occurrence limit. (B) Automobile Liability: ISO Form CA 0001 covering any auto, or if TAMC has no owned autos, hired and non-owned, with limits no less than $1,000,000 per accident for bodily injury and property damage.
(C)Workers’ Compensation insurance as required by the State of California, with Statutory Limits, and Employer’s Liability Insurance with a limit of no less than $1,000,000 per accident for bodily injury or disease.
(D)Professional Liability (also known as Errors and Omissions) insurance appropriate to the work being performed, with limits no less than $1,000,000 per occurrence or claim, $2,000,000 aggregate per policy period of one year.

If the TAMC maintains broader coverage and/or higher limits than the minimums shown above, the City of Salinas requires and shall be entitled to the broader coverage and/or higher limits maintained by the TAMC. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City.

OTHER INSURANCE PROVISIONS
The insurance policies are to contain, or be endorsed to contain, the following provisions:

Additional Insured Status
The City of Salinas, its officers, officials, employees, and volunteers are to be covered as additional insureds on the CGL policy with respect to liability arising out of work or operations performed by or on behalf of the TAMC including materials, parts, or equipment furnished in connection with such work or operations. General liability coverage can be provided in the form of an endorsement to the TAMC’s insurance (at least as broad as ISO Form CG 20 10, CG 11 85, or both CG 20 10, CG 20 26, CG 20 33, or CG 20 38; and CG 20 37 forms if later revisions used).

Form: Professional Services Agreement v. January 2021 Page 14 of 16 The Transportation Agency for Monterey County
April 2023
Primary Coverage
For any claims related to this Agreement or the project described within this Agreement, the TAMC’s insurance coverage shall be primary coverage at least as broad as ISO Form CG 20 01 04 13 as respects the City, its officers, officials, employees, and volunteers. Any insurance or self-insurance maintained by the City, its officers, officials, employees, or volunteers shall be excess of the TAMC’s insurance and shall not contribute with it.

Notice of Cancellation
Each insurance policy required above shall provide that coverage shall not be canceled, except with notice to the City.

Waiver of Subrogation
TAMC hereby grants to City a waiver of any right to subrogation which any insurer of said TAMC may acquire against the City by virtue of the payment of any loss under such insurance. TAMC agrees to obtain any endorsement that may be necessary to affect this waiver of subrogation, but this provision applies regardless of whether or not the City has received a waiver of subrogation endorsement from the insurer.

The Workers’ Compensation policy shall be endorsed with a waiver of subrogation in favor of the City of Salinas for all work performed by the TAMC, its employees, agents, and subcontractors.

Self-Insured Retentions
Self-insured retentions must be declared by TAMC to and approved by the City. At the option of the City, TAMC shall provide coverage to reduce or eliminate such self-insured retentions as respects the City, its officers, officials, employees, and volunteers; or the TAMC shall provide evidence satisfactory to the City guaranteeing payment of losses and related investigations, claim administrations, and defense expenses. The policy language shall provide, or be endorsed to provide, that the self-insured retention may be satisfied by either the named insured or City.

Acceptability of Insurers
Insurance is to be placed with insurers with a current A.M. Best’s rating of no less than A:VII, unless otherwise acceptable to the City.

Claims Made Policies
If any of the required policies provide coverage on a claims-made basis:

1. The Retroactive Date must be shown and must be before the date of this Agreement or the beginning of Agreement work.

2. Insurance must be maintained and evidence of insurance must be provided for at least five (5) years after completion of the Agreement of work.

3. If coverage is canceled or non-renewed, and not replaced with another claims-made policy form with a Retroactive Date prior to the Agreement effective date, the TAMC must purchase “extended reporting” coverage for a minimum of five (5) years after completion of Agreement work.

4. A copy of the claims reporting requirements must be submitted to the City for review.

Form: Professional Services Agreement v. January 2021 Page 15 of 16 The Transportation Agency for Monterey County
April 2023
Verification of Coverage
TAMC shall furnish the City with original certificates and amendatory endorsements or copies of the applicable insurance language effecting coverage required by this Agreement. All certificates and endorsements are to be received and approved by the City before work commences. However, failure to obtain the required documents prior to the work beginning shall not waive the TAMC’s obligation to provide them. The City reserves the right to require complete, certified copies of all required insurance policies, including endorsements required by these specifications, at any time.

Subcontractors
TAMC shall require and verify that all sub-TAMCs and/or subcontractors maintain insurance meeting all the requirements stated herein, and TAMC shall ensure that Entity is an additional insured on insurance required from such sub-TAMCs and/or subcontractors.

Special Risks or Circumstances
City reserves the right to modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other special circumstances.

Maintenance of Insurance
Maintenance of insurance by TAMC as specified shall in no way be interpreted as relieving TAMC of its indemnification obligations or any responsibility whatsoever and the TAMC may carry, at its own expense, such additional insurance as it deems necessary.

Form: Professional Services Agreement v. January 2021 Page 16 of 16 The Transportation Agency for Monterey County
April 2023
Exhibit B- Scope of Service
Scope of Service; Compensation
Date: (1)
Implementing Agency Name: (2)
Project Number: (3)
Project Location(s): (4a)
" " (4b)
" " (4c)
" " (4d)
Click the links below
to navigate to
"Task Details" tabs:

Task ATP Cost Non-ATP Cost
Task "A" $ - 3,202.04 $
Task "B" $ - 7,802.40 $
Task "C" $ 72,971.00 $ -
Task "D" $ - 1,023.36 $
Task "E" $ - - $
Task "F" $ - - $
Task "G" $ - - $
Task "H" $ - - $
Task "I" $ - - $
Task "J" $ - - $
ATP Total: 84,998.80 $
Non-ATP Total: - $
$ 84,998.80
City of Salinas
Task Name

PROJECT MANAGEMENT & COORDINATION

SRTS KICK-OFF ACTIVITIES

SRTS ENGAGEMENT & EDUCATION

REPORTING/INVOICING

GRAND TOTAL
Task Summary:

Alisal Community School
Alisal High School
Exhibit 25-R ATP Non-Infrastructure Project Work Plan
For Department use only
You will not be able to fill in the following items. Items will auto-populate once you've entered all "Task" tabs that applies:

Project Description: (5)
Fill in the following items:

Enter information in each Task Tab, as it applies (Task A, Task B, Task C, Task C, etc.) Improve health and safety of the Salinas community by engaging, educating and encouraging children to incorporate safe walking and bicycling as part of daily life and provide programming that offers opportunities for incremental travel behavior change steps to result in long-lasting healthy habits. Particular focus on engaging elementary school students, low-income families in the project area. All communications and materials will be bilingual.
2 ATP V.11 (04/27/2018)
Exhibit B - Scope of Services
Start Date End Date

1. Sep-23 Jun-27

2. Sep-23 Jun-27

3. Sep-23 Jun-27

4. Sep-23 Jun-27

5. 6.

7. 8.

9. 10.

Staff
Hours
Rate
Per Hour ATP Total $ Non-ATP Total $
Party 1 - 10 $150.00 1,500.00 $
Party 2 - 8 $96.44 771.52 $
Party 3 - 4 $105.84 423.36 $
Party 4 - 4 $126.79 507.16 $
Party 5 -
Party 6 -
$ - 3,202.04 $
Staff
Hours
Rate
Per Hour ATP Total $ Non-ATP Total $
Party 1 -
Party 2 -
Party 3 -
$ - - $
$ - 3,202.04 $
TRUE 64% ATP Indirect Costs (8c):

ATP Total $ Non-ATP Total $
$ - $ -
$ - $ -
$ - $ -
$ - $ -
$ - $ -
$ - $ -
$ - - $
$ 3,202.04 $ -
ATP or Non-ATP
(select one)
ATP
ATP
Deliverables (6b):

Monthly Coordination meetings
RFP for NI Consultant Services
Log of Meeting Notes
Consultant Contract
Project kick-off meeting with partner agencies Meeting Notes Task Activities (6a):

Staff Time (Consultant) (7b):

TASK "A" DETAIL
Task Name (5a): PROJECT MANAGEMENT & COORDINATION
Project kick-off meeting with partner agencies and subsequent monthly partner coordination meetings. Competitive request for proposals process will be done to hire for consultant services. Task Summary (5b):

Staff Costs (7):

Staff Time (Agency) (7a):

Principal Transportation Planner (TAMC)
Chronic Disease Prevention Coordinator (IP)
Health Program Coordinator (IP)
Public Health Program Manager II (IP)
ATP
ATP
Subtotal Consultant Costs:

TASK GRAND TOTAL (11):

Total Other Costs (10g):

You will not be able to fill in the following items. The totals for each "Other Costs" category listed below will automatically calculate from information entered in the itemized other costs tab:

Other Costs (10):

Incentives (10d):

Other Direct Costs (10e):

Travel (10a):

Supplies/Materials (10c):

To fill out an itemized cost for each "Other Cost",
click below:

IP Team- 1 year of Task A
Other Direct Costs (10f):

Equipment (10b):

Total Staff Costs (Agency & Consultant) (7c):

If Approved ICAP box is checked, provide Rate (8b):

ATP or Non-ATP
(select one)
Task Notes (9):

Subtotal Agency Costs:

Indirect Costs (8)
Approved ICAP (8a)?
ATP V.11 (04.27.2018)
ATP or Non-ATP
(select one) Quantity Units Cost $ ATP Total $ Non-ATP Total $

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.
$ - - $
ATP or Non-ATP
(select one) Quantity Cost $ ATP Total $ Non-ATP Total $

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.
$ - - $
ATP or Non-ATP
(select one) Quantity Cost $ ATP Total $ Non-ATP Total $

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.
$ - - $
Task "A" Other Costs:

Itemized Travel Cost (10a)
Please provide an itemized "travel" cost estimate for all travel costs applicable to this task Travel (10a)
Type of Travel
$ -
Itemized Equipment Cost (10b)
Please provide an itemized "equipment" cost estimate for all equipment cost applicable to this task Equipment (10b)
Total:

Total:

Total Travel Cost: - $
Total Equipment Cost:

Please provide an itemized "supplies/materials" cost estimate for all supplies/materials cost applicable to this task Supplies/Materials (10c)
$ -
Itemized Supplies/Materials Cost (10c)
Type of Equipment
Type of Supplies/Materials
Total Supplies/Materials Cost:

Total:

ATP V.11 (04.27.2018)
Task "A" Other Costs:

ATP or Non-ATP
(select one) Quantity Cost $ ATP Total $ Non-ATP Total $

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.
$ - - $
ATP or Non-ATP
(select one) Quantity Cost $ ATP Total $ Non-ATP Total $

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.
$ - - $
ATP or Non-ATP
(select one) Quantity Cost $ ATP Total $ Non-ATP Total $

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.
$ - - $
$ -
$ -
$ -
Other Direct Costs (10f)
Itemized Other Direct Costs (10e)
Itemized Incentives Cost (10d)
Itemized Other Direct Costs (10f)
Please provide an itemized "incentives" cost estimate for all incentives costs applicable to this task Incentives (10d)
Please provide an itemized "other direct" cost estimate for all other costs applicable to this task Please provide an itemized "other direct" cost estimate for all other costs applicable to this task Other Direct Costs (10e)
Total:

Total Other Direct Cost:

Total:

Total Other Direct Cost:

Total Incentives Cost:

Type of Incentives
Type of Other Direct Costs
Total:

Type of Other Direct Costs
ATP V.11 (04.27.2018)
Start Date End Date

1. Sep-23 Jun-27

2. Sep-23 Jun-27

3. Sep-23 Jun-27

4. 5.

6. 7.

8. 9.

10. Staff
Hours
Rate
Per Hour ATP Total $ Non-ATP Total $
Party 1 - 40 $96.44 3,857.60 $
Party 2 - 40 $84.67 3,386.80 $
Party 3 -
Party 4 -
Party 5 -
Party 6 -
$ - 7,244.40 $
Staff
Hours
Rate
Per Hour ATP Total $ Non-ATP Total $
Party 1 -
Party 2 -
Party 3 -
$ - - $
$ - 7,244.40 $
TRUE 64% ATP Indirect Costs (8c):

ATP Total $ Non-ATP Total $
$ 58.00 $ -
$ - $ -
$ 500.00 $ -
$ - $ -
$ - $ -
$ - $ -
$ - 558.00 $
$ 7,802.40 $ -
IP Team- 1 year of Task B.

Identify at least one staff person at the school site to act as the SRTS contact/liaison. Names of staff who will be SRTS contact support staff.

Subtotal Consultant Cost):

Total Staff Costs (Agency & Consultant) (7c):

Indirect Costs (8)
Subtotal Agency Costs:

Staff Time (Consultant) (7b): ATP or Non-ATP
(select one)
Approved ICAP (8a)? If Approved ICAP box is checked, provide Rate (8b):

TASK GRAND TOTAL (10):

To fill out an itemized cost for each "Other Cost",
click below:

Travel (10a):

Equipment (10b):

Supplies/Materials (10c):

Incentives (10d):

Other Direct Costs (10e):

Other Direct Costs (10f):

Other Costs (10):

Total Other Costs (9g):

You will not be able to fill in the following items. The totals for each "Other Costs" category listed below will automatically calculate from information entered in the itemized other costs tab:

Task Notes (9):

Activities (6a):

Conduct SRTS kick-off activities at the schools or
virtually to promote social distance learning as
required.

Photos/records of the activities.

Deliverables (6b):

Advertise SRTS kick-off activities to parents and
school community. Copies of fliers and press releases from kick-off activities.

TASK "B" DETAIL
Task Summary (5b):

Task Name (5a): SRTS KICK-OFF ACTIVITIES
Lay the foundation for sustainable safe routes to school programming. Meet with school, parents and community to provide information on the importance of a collaborative public health approach in active transportation option to enhance community/student health. Determine lead SRTS contacts/champions at the school sites and share information with school community and parents about upcoming SRTS activities and opportunities for engagement.

Staff Costs (7):

Staff Time (Agency) (7a):

Chronic Disease Prevention Specialist II (IP)
Chronic Disease Prevention Coordinator (IP)
ATP or Non-ATP
(select one)
ATP
ATP
ATP V.11 (04.27.2018)
ATP or Non-ATP
(select one) Quantity Units Cost $ ATP Total $ Non-ATP Total $

1. Mileage to and from sites and activities (IP) ATP 100 miles $0.58 58.00 $

2. 3.

4. 5.

6. 7.

8. 9.

10. 11.

12. $ - 58.00 $
ATP or Non-ATP
(select one) Quantity Cost $ ATP Total $ Non-ATP Total $

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.
$ - - $
ATP or Non-ATP
(select one) Quantity Cost $ ATP Total $ Non-ATP Total $

1. ATP 1 500.00 500.00 $

2. 3.

4. 5.

6. 7.

8. 9.

10. 11.

12. $ - 500.00 $
Task "B" Other Costs:

Total:

Itemized Travel Cost (10a)
Type of Travel
Itemized Equipment Cost (10b)
Please provide an itemized "equipment" cost estimate for all equipment cost applicable to this task Equipment (10b)
Type of Supplies/Materials
Office Supplies (IP)
Please provide an itemized "travel" cost estimate for all travel costs applicable to this task Travel (10a)
$ -
Itemized Supplies/Materials Cost (10c)
Please provide an itemized "supplies/materials" cost estimate for all supplies/materials cost applicable to this task Supplies/Materials (10c)
Total:

Total Travel Cost: 58.00 $
$ 500.00
Type of Equipment
Total:

Total Equipment Cost:

Total Supplies/Materials Cost:

ATP V.11 (04.27.2018)
Task "B" Other Costs:

ATP or Non-ATP
(select one) Quantity Cost $ ATP Total $ Non-ATP Total $

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.
$ - - $
ATP or Non-ATP
(select one) Quantity Cost $ ATP Total $ Non-ATP Total $

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.
$ - - $
ATP or Non-ATP
(select one) Quantity Cost $ ATP Total $ Non-ATP Total $

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.
$ - - $
Total Other Direct Cost: - $
Itemized Other Direct Costs (10f)
Please provide an itemized "other direct" cost estimate for all other costs applicable to this task Incentives (10d)
Total:

Total Incentives Cost: - $
Total:

Total Other Direct Cost: - $
Itemized Incentives Cost (10d)
Type of Incentives
Please provide an itemized "incentives" cost estimate for all incentives costs applicable to this task Type of Other Direct Costs
Itemized Other Direct Costs (10e)
Please provide an itemized "other direct" cost estimate for all other costs applicable to this task Other Direct Costs (10e)
Type of Other Direct Costs
Other Direct Costs (10f)
Total:

ATP V.11 (04.27.2018)
Start Date End Date

1. Sep-23 Jun-27

2. Sep-23 Jun-27

3. Sep-23 Jun-27

4. Sep-23 Jun-27

5. Sep-23 Jun-27

6. Sep-23 Jun-27

7. Sep-23 Jun-27

8. Staff
Hours
Rate
Per Hour ATP Total $ Non-ATP Total $
Party 1 - 40 $96.44 3,857.60 $
Party 2 - 40 $84.67 3,386.80 $
Party 3 - 8 $105.84 846.72 $
Party 4 - 4 $126.79 507.16 $
Party 5 - 7 $150.00 1,050.00 $
Party 6 - 10 $120.00 1,200.00 $
Party 7 - 20 $90.00 1,800.00 $
$ - 12,648.28 $
Staff
Hours
Rate
Per Hour ATP Total $ Non-ATP Total $
Party 1 - 1 $24,870.36 24,870.36 $
Party 2 - 1 $28,545.12 28,545.12 $
Party 3 -
$ 53,415.48 - $
$ - 66,063.76 $
TRUE 64% ATP Indirect Costs (8c):

ATP Total $ Non-ATP Total $
$ 58.00 $ -
$ - $ -
$ 400.00 $ -
$ 700.00 $ -
$ 5,749.24 $ -
$ - $ -
$ - 6,907.24 $
$ 72,971.00 $ -
Other Costs (10):

You will not be able to fill in the following items. The totals for each "Other Costs" category listed below will automatically calculate from information entered in the itemized other costs tab:

To fill out an itemized cost for each "Other Cost",
click below:

Travel (10a):

Equipment (10b):

Total Other Costs (10g):

TASK GRAND TOTAL (11):

Supplies/Materials (10c):

Incentives (10d):

Other Direct Costs (10e):

Other Direct Costs (10f):

Pedestrian Safety Presentations for 3rd and 4th grades in person or virtual (all 3rd and 4th grades for one elementary school for one year) Approx. 24 Presentations, Copies of Presentations, Photos, Number of Students Served & Evaluation Activity Results
Conduct pedestrian safety presentations for all 2nd grade classrooms Approx. 12 presentations. Log of Presentation Events, Photos, Number of Students Served and Evaluation Activity Results.

Health Program Coordinator (IP)
Conduct bicycle safety presentations for all 5th grade classrooms Approx. 12 classes. Log of Presentation Events, Photos, Number of Students Served and Evaluation Activity Results.

Conduct bicycle safety rodeos for all 5th grade classrooms Approx. 12 rodeos. Log of Rodeo Events, Photos, Number of Students Served and Evaluation Activity Results.

Work with Alisal High School students and community members to paint sidewalks marking safe routes to school and conduct Walk & Bike to School Day events at two schools
Event Flyers; Press Release, Photos, Number of Students Served & Evaluation of Activity Results
Staff Costs (7):

TASK "C" DETAIL
ATP
Principal Transportation Planner ATP
Conduct educational presentations to 2nd-5th grades so that students learn how to safely use the project corridor. Conduct "Walk-around-the-block" pedestrian safety trainings for all 2nd grade classes and bicycle safety trainings and rodeos for all 5th grade classes at Alisal Community. Work with High School students and community members to paint sidewalks and celebrate Walk & Bike to school day at the High School and Alisal Community Task Activities (6a): Deliverables (6b):

Develop program activites, may be completed virtually as needed.

ATP
Program activities matrix.

Task Summary (5b):

Task Name (5a): SRTS ENGAGEMENT & EDUCATION
Conduct pedestrian safety Walk-Around-the-Block for all 2nd grade classrooms
Approx. 12 field trips. Log of Field Trip Events, Photos, Number of Students Served and Evaluation Activity Results.

IP team- One year of Task C
ATP or Non-ATP
(select one)
Consultant - Pedestrian Safety Trainings (12 trainings) ATP Subtotal Consultant Costs:

Total Staff Costs (Agency & Consultant) (7c):

Consultant - Bicycle Safety Trainings (12 trainings) ATP Staff Time (Consultant) (7b):

Indirect Costs (8)
Approved ICAP (8a)? If Approved ICAP box is checked, provide Rate (8b):

Task Notes (9):

Subtotal Agency Costs:

Staff Time (Agency) (7a): ATP or Non-ATP
(select one)
Chronic Disease Prevention Coordinator (IP) ATP
Chronic Disease Prevention Specialist II (IP) ATP
ATP
Public Health Program Manager II (IP)
Associate Transportation Planner ATP
Transportation Planner
ATP V.11 (04.27.2018)
ATP or Non-ATP
(select one) Quantity Units Cost $ ATP Total $ Non-ATP Total $

1. Reimbursable mileage to and from school sites and SRTS events (IP) ATP 100 miles $0.58 58.00 $

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12. $ - 58.00 $
ATP or Non-ATP
(select one) Quantity Cost $ ATP Total $ Non-ATP Total $

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$ - - $
ATP or Non-ATP
(select one) Quantity Cost $ ATP Total $ Non-ATP Total $

1. ATP 100 1.00 100.00 $

2. ATP 100 2.00 200.00 $

3. ATP 100 1.00 100.00 $

4. 5.

6. 7.

8. 9.

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12. $ - 400.00 $
$ 400.00
Total:

Task "C" Other Costs:

Itemized Travel Cost (10a)
Please provide an itemized "travel" cost estimate for all travel costs applicable to this task Travel (10a)
Type of Travel
Please provide an itemized "supplies/materials" cost estimate for all supplies/materials costs applicable to this task Supplies/Materials (10c)
Total Travel Cost: 58.00 $
Type of Equipment
Itemized Equipment Cost (10b)
Please provide an itemized "equipment" cost estimate for all equipment costs applicable to this task Equipment (10b)
Itemized Supplies/Materials Cost (10c)
Total:

Total Equipment Cost: - $
Total Supplies/Materials Cost:

Total:

Type of Supplies/Materials
Duplicating Costs for outreach and presentations (IP)
Educational Materials for outreach and presentations (IP) Printing for outreach and education (IP)
Custom Stencils
ATP V.11 (04.27.2018)
Task "C" Other Costs:

ATP or Non-ATP
(select one) Quantity Cost $ ATP Total $ Non-ATP Total $

1. ATP 200 3.50 700.00 $

2. 3.

4. 5.

6. 7.

8. 9.

10. 11.

12. $ - 700.00 $
ATP or Non-ATP
(select one) Quantity Cost $ ATP Total $ Non-ATP Total $

1. ATP 1 5,749.24 5,749.24 $

2. ATP 1 - $

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$ - 5,749.24 $
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(select one) Quantity Cost $ ATP Total $ Non-ATP Total $

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$ - - $
$ 700.00
Itemized Other Direct Costs (10e)
Please provide an itemized "other direct" cost estimate for all other costs applicable to this task Other Direct Costs (10e)
Total:

Total Other Direct Cost: 5,749.24 $
Total Other Direct Cost: - $
Itemized Other Direct Costs (10f)
Please provide an itemized "other direct" cost estimate for all other costs applicable to this task Other Direct Costs (10f)
Total:

Type of Other Direct Costs
IT/ERP/Telecom/ERP Reserve (costs for 1 year 1 staff) (IP) Graphic Design
Type of Other Direct Costs
Total:

Type of Incentives
Reflective arm bands for pedestrian presentations (IP)
Please provide an itemized "incentives" cost estimate for all incentives costs applicable to this task Incentives (10d)
Itemized Incentives Cost (10d)
Total Incentives Cost:

ATP V.11 (04.27.2018)
Start Date End Date

1. Sep-23 Jun-27

2. Sep-23 Jun-27

3. 4.

5. 6.

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Staff
Hours
Rate
Per Hour ATP Total $ Non-ATP Total $
Party 1 - 4 $105.84 423.36 $
Party 2 - 4 $150.00 600.00 $
Party 3 -
Party 4 -
Party 5 -
Party 6 -
$ - 1,023.36 $
Staff
Hours
Rate
Per Hour ATP Total $ Non-ATP Total $
Party 1 -
Party 2 -
Party 3 -
$ - - $
$ - 1,023.36 $
TRUE 64% ATP Indirect Costs (8c):

ATP Total $ Non-ATP Total $
$ - $ -
$ - $ -
$ - $ -
$ - $ -
$ - $ -
$ - $ -
$ - - $
$ 1,023.36 $ -
Total Other Costs (10g):

TASK GRAND TOTAL (11):

Supplies/Materials (10c):

Incentives (10d):

Other Direct Costs (10e):

Other Direct Costs (10f):

Other Costs (10):

You will not be able to fill in the following items. The totals for each "Other Costs" category listed below will automatically calculate from information entered in the itemized other costs tab:

To fill out an itemized cost for each "Other Cost",
click below:

Travel (10a):

Equipment (10b):

Total Staff Costs (Agency & Consultant) (7c):

Indirect Costs (8)
Approved ICAP (8a)? If Approved ICAP box is checked, provide Rate (8b):

Task Notes (9):

Task Activities (6a): Deliverables (6b):

Invoices Invoices and back-up documentation
Reporting Quarterly reports
TASK "D" DETAIL
Task Name (5a): REPORTING/INVOICING
Task Summary (5b): Provide quarterly reports and invoices to submit to Caltrans (4 invoices and reports) Staff Costs (7):

Staff Time (Agency) (7a): ATP or Non-ATP
(select one)
Helath Program Coordinator (IP) ATP
Principal Transportation Planner ATP
Subtotal Agency Costs:

Staff Time (Consultant) (7b): ATP or Non-ATP
(select one)
Subtotal Consultant Costs:

ATP V.11 (04.27.2018)
ATP or Non-ATP
(select one) Quantity Units Cost $ ATP Total $ Non-ATP Total $

1. 2.

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$ - - $
ATP or Non-ATP
(select one) Quantity Cost $ ATP Total $ Non-ATP Total $

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$ - - $
ATP or Non-ATP
(select one) Quantity Cost $ ATP Total $ Non-ATP Total $

1. 2.

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$ - - $
Total:

Total Travel Cost: - $
Task "D" Other Costs:

Itemized Travel Cost (10a)
Please provide an itemized "travel" cost estimate for all travel costs applicable to this task Travel (10a)
Type of Travel
Type of Equipment
Itemized Equipment Cost (10b)
Please provide an itemized "equipment" cost estimate for all equipment costs applicable to this task Total Supplies/Materials Cost:

Itemized Supplies/Materials Cost (10c)
Please provide an itemized "supplies/materials" cost estimate for all supplies/materials costs applicable to this task Supplies/Materials (10c)
Total:
$ -
Equipment (10b)
Total:

Total Equipment Cost: - $
Type of Supplies/Materials
ATP V.11 (04.27.2018)
Task "D" Other Costs:

ATP or Non-ATP
(select one) Quantity Cost $ ATP Total $ Non-ATP Total $

1. 2.

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$ - - $
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$ - - $
$ -
Total Other Direct Cost: - $
Itemized Other Direct Costs (10f)
Please provide an itemized "other direct" cost estimate for all other costs applicable to this task Other Direct Costs (10f)
Total:

Total:

Itemized Incentives Cost (10d)
Please provide an itemized "incentives" cost estimate for all incentives costs applicable to this task Incentives (10d)
$ -
Itemized Other Direct Costs (10e)
Please provide an itemized "other direct" cost estimate for all other costs applicable to this task Other Direct Costs (10e)
Total:

Type of Other Direct Costs
Type of Incentives
Type of Other Direct Costs
Total Other Direct Cost:

Total Incentives Cost:

ATP V.11 (04.27.2018)
RESOLUTION NO. 22608 (N.C.S.)
A RESOLUTION TO: 1) APPROVE THE PLANS AND SPECIFICATIONS FOR THE ALISAL SAFE ROUTES TO SCHOOL PROJECT; 2) APPROVE THE CATEGORICAL EXEMPTION FOR THE ALISAL SAFE ROUTES TO SCHOOL PROJECT; 3)

AUTHORIZE THE PUBLIC WORKS DIRECTOR TO EXECUTE ALL AGREEMENTS

AND ANY REQUIRED PAPERWORK WITH CALTRANS FOR THE ACTIVE TRANSPORTATION GRANT PROGRAM; AND 4) AUTHORIZE THE
ESTABLISHMENT OF A NEW CIP ACCOUNT “ALISAL SAFE ROUTES TO SCHOOL PROJECT” WITH THE ESTABLISHMENT OF SPECIAL CONST ASSIST – FED & ST FUND APPROPRIATION TOTALING $998,000 AND CORRESPONDING

REVENUE BUDGET FOR THE ALISAL SAFE ROUTES TO SCHOOL PROJECT WITH NO MATCHING FUNDS REQUIRED.

WHEREAS, On December 14, 2021, City Council approved Resolution 22267 to appropriate $750,000 of anticipated funding from the American Rescue Plan Act towards improving the marked midblock crosswalk on Williams Road, and to direct staff to proceed with implementation to fully effectuate the intent of the Resolution; and WHEREAS, City staff has completed plans, and specifications for the Alisal Safe Routes to School Project which includes a pedestrian hybrid beacon system on Williams Road; and
WHEREAS, the City was successful in an Active Transportation Program grant application and was selected to be awarded grant funds in the amount of $998,000 for the improvements; and
WHEREAS, the City may need to enter into grant agreements or submit paperwork to Caltrans for the grant funding, and staff recommends that the Council authorize the director to execute all agreements and any required paperwork with Caltrans for the Active Transportation Program; and
WHEREAS, the City has determined that the project is exempt from the California Environmental Quality Act (CEQA) Guidelines (Section 15301, Class 1(c)) because the actions consists of operation and minor alteration of an existing City street.

NOW, THEREFORE, BE IT RESOLVED BY THE SALINAS CITY COUNCIL approves a Resolution to approve the Plans and Specifications for the Alisal Safe Routes to School Project;
BE IT FURTHER RESOLVED that the Salinas City Council approves a Resolution to approve the Categorical Exemption for the Alisal Safe Routes to School Project pursuant to CEQA Guidelines Section 15301, Class 1(c); and
DocuSign Envelope ID: 845AFC9D-DE8F-4F85-975A-B7DEDF30F3FE BE IT FURTHER RESOLVED that the Salinas City Council approves a Resolution to authorize the Public Works Director to execute all agreements and any required paperwork with Caltrans for the Active Transportation Grant Program; and BE IT FURTHER RESOLVED that the establishment of a new CIP Account “Alisal Safe Routes to School Project,” with appropriations totaling $998,000, transfer of $998,000 from the Special Const Assist – Fed & St Fund to the CIP Fund, and a corresponding revenue budget for the Alisal Safe Routes to School Project with no matching funds required.

PASSED AND APPROVED this 21st day of March 2023, by the following vote:

AYES: Councilmembers Barrera, Gonzalez, McShane, Osornio, Rocha, Sandoval and Mayor Craig
NOES: None
ABSENT: None
ABSTAIN: None
APPROVED:
_________________________
Kimbley Craig, Mayor
ATTEST:
_________________________
Patricia M. Barajas, City Clerk
DocuSign Envelope ID: 845AFC9D-DE8F-4F85-975A-B7DEDF30F3FE City of Salinas
Legislation Text
200 Lincoln Ave., Salinas,
CA 93901
www.cityofsalinas.org
File #: ID#23-262, Version: 1
2021 Chip Seal Project, CIP No. 9981
Approve a Resolution accepting the 2021 Chip Seal Project, CIP No. 9981 for maintenance and responsibility.

City of Salinas Page 1 of 1 Printed on 4/26/2023
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Page | 1

CITY OF SALINAS

COUNCIL STAFF REPORT
DATE: MAY 2, 2023
DEPARTMENT: PUBLIC WORKS DEPARTMENT
FROM: DAVID JACOBS, P.E., L.S., PUBLIC WORKS DIRECTOR
THRU: ADRIANA ROBLE, P.E., CITY ENGINEER
BY: ELISE RAMIREZ, P.E., SENIOR CIVIL ENGINEER

PATRICK FUNG, ASSISTANT ENGINEER
TITLE: 2021 CHIP SEAL PROJECT, CIP NO. 9981
RECOMMENDED MOTION:

A motion to approve a resolution accepting the 2021 Chip Seal Project, CIP No. 9981 for maintenance and responsibility.

EXECUTIVE SUMMARY:

The 2021 Chip Seal Project focused on preventative maintenance for several arterial roadways, including West/East Bernal Drive, East Rossi Street, Calle Cebu, Abbott Street, North Sanborn Road, East Boronda Road, Airport Boulevard, Roy Diaz Street, and West Blanco Road. The project called for 15 lane-miles of roadway crack sealing, greater than 1.25 million square feet of chip seal, and installation of new signs and striping. Chip seals have a typical useful life of 5 to 7 years.

BACKGROUND:

On August 18, 2020, the City Council approved a contract with Pavement Engineering Inc. for ongoing pavement condition surveys, updates to the Street Saver Pavement Management Program (PMP) database, and pavement condition reports (Resolution No. 21932). The last Pavement Management System Update was presented to the City Council on March 16, 2021. Public Works staff utilizes the Street Saver PMP for project level pavement analysis. It is a budgeting and inventory tool and a record for work history and pavement condition.

On February 11, 2020, the City Council accepted Safe Streets Pilot Program grant funds from the Transportation Agency of Monterey County (TAMC) to install buffered bike lanes, signal modifications and improved roadway geometry at East Rossi Street (Resolutions No. 21784) as identified in the Chinatown Revitalization Plan. The new striping and pedestrian improvements for East Rossi Street were incorporated into the 2021 Chip Seal Project plans.

On June 22, 2021, the City Council approved Resolution No. 22128 approving the plans and specifications for the 2021 Chip Seal Project and awarding the construction contract to VSS International, Inc. in the amount of $963,000.

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Construction commenced on September 20, 2021. Existing striping removal and crack sealing were completed, but due to the cooler and often damp weather unsuitable for chip seal application during October 2021, the City and VSS International, Inc. agreed to suspend the project through the Winter and resume in May 2022.

Work resumed on May 16, 2022, and the project was deemed substantially complete on July 15, 2022.

Two Contract Change Orders (CCO) were approved for this project: CCO No. 1 approved striping plan revisions at no additional cost. CCO No. 2 approved a material change for fog seal, resulting in a credit of $10,525.

The Contractor completed the work 24 calendar days beyond the allowed 40 contract working days. Section 4 of the project specifications require the Contractor to pay the City $1,000.00 per calendar day beyond the allotted contractual working days in liquidated damages. Therefore, $24,000.00 will be withheld from the final retention payment.

The total construction cost, including Contract Change Orders and Liquidated Damages, is $928,425.00.

Staff worked with the Contractor and subcontractors to ensure all applicable labor and prevailing wage requirements were met prior to acceptance of this project. To date, all labor compliance discrepancies have been resolved.

CEQA CONSIDERATION:

Categorically exempt: The City of Salinas has determined that the project is exempt from the California Environmental Quality Act (CEQA) Guidelines (Section 1530l(c), Class 1), because the project maintains existing roadways.

Furthermore, the project does not qualify for any of the exceptions to the categorical exemptions found in the CEQA Guidelines Section 15300.2.

STRATEGIC PLAN INITIATIVE:

This project relates to the Council’s Goals of Infrastructure and Environmental Sustainability and Public Safety by maintaining the City’s existing roadways and installing new striping and signage to enhance vehicular and pedestrian safety.

DEPARTMENTAL COORDINATION:

Public Works staff and Finance staff collaborated on the funding of the 2021 Chip Seal Project.

FISCAL AND SUSTAINABILITY IMPACT:

The 2021 Chip Seal Project was funded with Measure X Bond funds and TAMC Safe Streets Pilot Program grant funds (CIP 9290). The total construction cost was $928,425.00, and the project was completed within the approved budget. There is no impact to the General Fund.

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ATTACHMENTS:
 Resolution
1 RESOLUTION NO. (N.C.S.)
A RESOLUTION OF THE SALINAS CITY COUNCIL ACCEPTING THE 2021 CHIP SEAL PROJECT, CIP NO. 9981, FOR MAINTENANCE AND RESPONSIBILITY WHEREAS, the City of Salinas maintains approximately 292 centerline miles of roads; and
WHEREAS, the 2021 Chip Seal Project, CIP No. 9981, called for the installation of chip seal, fog seal, and new pavement striping on various existing arterial streets throughout the City; and
WHEREAS, on June 22, 2021, the City Council approved a resolution awarding the 2021 Chip Seal Project, CIP No. 9981, to VSS International, Inc. in the amount of $963,000.00; and WHEREAS, the City of Salinas determined that the project is exempt from the California Environmental Quality Act (CEQA) Guidelines (Section 15301 (C), Class 1) because the project maintains existing roadways; and
WHEREAS, on February 11, 2020, the City Council accepted Safe Streets Pilot Program grant funds from the Transportation Agency of Monterey County (TAMC) for improvements at East Rossi Street, which were incorporated into the 2021 Chip Seal Project plans; and WHEREAS, the project commenced on September 20, 2021 but was suspended until May 2022 due to unsuitable weather for chip seal application; and WHEREAS, work resumed on May 16, 2022 and was substantially complete on July 15, 2022; and
WHEREAS, VSS International, Inc. completed the project 24 calendar days beyond the contract completion time, and in accordance with Section 4 of the project specifications, VSS International, Inc. is required to pay to the City of Salinas $1,000.00 per calendar day above the allotted working days, for a total of $24,000.00 in liquidated damages; and WHEREAS, the work has been inspected to meet the requirements of the project plans and specifications.

NOW, THEREFORE, BE IT RESOLVED that the Salinas City Council accepts the 2021 Chip Seal Project, CIP No. 9981, for maintenance and responsibility.

PASSED AND APPROVED this 2
nd day of May 2023, by the following vote:

AYES:

NOES:
2 ABSENT:

ABSTAIN:

APPROVED:
________________________
Kimbley Craig, Mayor
ATTEST:
_________________________
Patricia M. Barajas, City Clerk
City of Salinas
Legislation Text
200 Lincoln Ave., Salinas,
CA 93901
www.cityofsalinas.org
File #: ID#23-266, Version: 1
Agreement with Race Forward to Provide Race Equity Training Approve a Resolution authorizing the City Manager to sign an agreement with Race Forward to provide race equity training for City staff and elected officials for $237,600.

City of Salinas Page 1 of 1 Printed on 4/26/2023
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CITY OF SALINAS

COUNCIL STAFF REPORT
_____________________________________________________________________________________ DATE: MAY 2, 2023
DEPARTMENT: LIBRARY AND COMMUNITY SERVICES DEPARTMENT
FROM: KRISTAN LUNDQUIST, LIBRARY AND COMMUNITY

SERVICES DIRECTOR
BY: JOSE ARREOLA, COMMUNITY SAFETY ADMINISTRATOR
TITLE: APPROVAL OF AN AGREEMENT WITH RACE FORWARD TO

PROVIDE RACE EQUITY TRAINING FOR CITY STAFF AND

ELECTED OFFICIALS
RECOMMENDED MOTION:

A motion to approve a resolution authorizing the City Manager to sign an agreement with Race Forward to provide race equity training for City staff and elected officials for $237,600.

BACKGROUND:

In August of 2014, the City of Salinas led by the City Manager, Public Works Director, and the Chief of Police began working with Building Healthy Communities East Salinas to collaborate on a Governing for Racial Equity (GRE) Initiative. Building Healthy Communities East Salinas is a California Endowment funded Initiative.

The California Endowment (TCE) sponsored trainings at the City of Salinas began in November of 2014. Fifty city employees in leadership positions trained in GRE while fifty community leaders also trained. Each group trained for two full days followed by a daylong group training for all one hundred participants at the local Hartnell Community College. The training was innovative and the first of its kind in the country. The GRE training conducted by Race Forward blended with Trauma Informed Healing training done by the National Compadres Network. Out of this training came the development of a GRE steering committee made up of equal parts community and City leadership. The goals of the steering committee were to:
 Tell the Salinas story.
 Develop ongoing city trainings.
 Develop ongoing community trainings.
 Expand community engagement.
 Conduct or begin actual new projects, policies or practices.

The development of the Salinas case study “Building the We” and the short documentary by the same name are how we “tell the Salinas Story”. Additional trainings of another 100 city employees happened in 2016. Some smaller scale community trainings have also occurred. In late 2016 city staff and leadership decided to join the Government Alliance for Race and Equity (GARE) to develop a cross department team that could work together to create a Racial Equity Impact Assessment tool. A team of ten city staff created in January 2017 trained for a full year in GARE together and went on to do a second-year implementation track in 2018. A new smaller group completed the introductory training in 2019.

The GARE trainings from 2017-2019 occurred monthly in Oakland. The County of Monterey has also been sending a team since 2017. The monthly travel for such large teams and the amount of time spent in traffic for the day long trainings has taken a toll. In 2019 members of the GRE steering committee joined the cross-sector collective, “Towards A Racially Equitable Monterey County” (TREMC) Together with the County of Monterey, Building Healthy Communities and other agencies we brought GARE to Monterey County in 2020 to improve participation and make the training more accessible. Fifteen city staff from all departments participated in this training. In 2021-2022 a smaller team of about 5 city staff participated in the Monterey County Learning to Action cohort, “COLIBRI” (Collaboratively Organizing for Liberation, Inclusion and Breaking Racial Inequities). Out of this cohort an action plan was developed to do equitable community engagement by improving the City’s outreach processes and strategies. This plan resulted in the engagement of over 6,000 residents through meetings, pop-ups and an online survey on the budget priorities of residents. Now we will partner with Race Forward to train all staff in governing for race equity.

Race Forward was founded in 1981 and brings systemic analysis and an innovative approach to complex race issues to help people take effective action toward racial equity. Race Forward is home to the Government Alliance on Race and Equity (GARE), a national network of local government working to achieve racial equity and advance opportunities for all. Race Forward also presents Facing Race, the country’s largest multiracial conference on racial justice. Race Forward helped design and deliver the Monterey County Learning to Action cohort, “COLIBRI” in 2021 and 2022. Race Forward’s training/workshops present core racial equity concepts, and then focus further on content and application to support training participants in bringing key ideas into their daily work.

The key outcomes for these trainings are:
 To shift the understanding of racism from the individual to the system focus, to assist participants in thinking through how to utilize this framework in policy making.  To provide an orientation to the role, responsibilities, and opportunities for government to advance racial equity.
 Focus on normalizing racial equity as a core value with clear definitions of key terminology,
operationalizing racial equity via new policies and institutional practice, and organizing, both internally and in partnership with other institutions and the community.  Introduction to a racial equity tool that can be used in decisions relating to policies, practices, programs and budget and share effective communications strategies.

The goal is to train all city staff and elected officials. We will complete most of the trainings late Spring through to the Fall of 2023. Half of the trainings will be in person and the other half will be virtual. Each training is one full day. The terms of the contract will allow us one year through May 2024 to complete trainings for all staff.

CEQA CONSIDERATION:

Not a Project. The City of Salinas has determined that the proposed action is not a project as defined by the California Environmental Quality Act (CEQA) (CEQA Guidelines Section 15378).

STRATEGIC PLAN INITIATIVE:

The continuation of GRE training supports the following City Council Goals:

Effective & Culturally Responsive Government
o Invest in training and development opportunities to build skills and capacity. o Provide Diversity, Equity and Inclusion training for policymakers.

DEPARTMENTAL COORDINATION:

The Library & Community Services Department has coordinated and collaborated with designees from the Police, Fire, Administration, Finance, Human Resource, Public Works and Community Development Departments who have been training together on Governing for Racial Equity through a cross department team that trains on Governing for Racial Equity since 2017.

Recently this cross-sector group along with Policy makers attending the 2022 Facing Race Conference in Phoenix Arizona
FISCAL AND SUSTAINABILITY IMPACT:

The funds are appropriated and available in expenditure accounts 1100.55.6248-63.6010 ($187,236) and 3255.55.7354-63.6010 ($50,364).

ATTACHMENTS:

Resolution
Professional Services Agreement
1 RESOLUTION NO. (N.C.S.)

RESOLUTION AUTHORIZING THE APPROVAL OF AN AGREEMENT WITH RACE

FORWARD TO PROVIDE RACE EQUITY TRAINING FOR CITY STAFF AND

ELECTED OFFICIALS
WHEREAS, the City of Salinas is committed to advancing equity in policy and practice for its employees and residents; and
WHEREAS, the City of Salinas is committed to training and development in the Government Alliance on Race Equity; and
WHEREAS, City of Salinas and the City Council seeks to deepen collective shared understanding of structural racism and its role in perpetuating health and other key life inequities; and
WHEREAS, the City of Salinas Council goal of effective & culturally responsive government includes “investing in training and development opportunities to build skill and capacity” and “Provide Diversity, Equity and Inclusion training for policymakers” and WHEREAS, the $237,600 in funds for these trainings are appropriated and available in expenditure accounts 1100.55.6248-63.6010 ($187,236) and 3255.55.7354-63.6010 ($50,364) and
WHEREAS, the implementation of healing-informed Governing Alliance for Racial Equity (GARE) practice across all departments that allows City of Salinas to make substantive progress toward institutional change; and
NOW, THEREFORE, BE IT RESOLVED that the City Manager is hereby authorized on behalf of the City Council to sign an agreement with Race Forward including any amendments thereof.

BE IT FURTHER RESOLVED that the City Council hereby authorizes the approval of an agreement with Race Forward to provide Race Equity training for city staff and elected officials.

PASSED AND APPROVED this 2nd day of May 2023 by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:
2 APPROVED:
________________________
Kimbley Craig, Mayor
ATTEST:
_________________________
Patricia M. Barajas, City Clerk
Form: Professional Services Agreement v. January 2021 Page 1 of 16 Race Forward
May 2023

AGREEMENT

FOR PROFESSIONAL SERVICES

BETWEEN

THE CITY OF SALINAS AND RACE

FORWARD

Form: Professional Services Agreement v. January 2021 Page 2 of 16 Race Forward
May 2023
Contents
RECITALS ..................................................................................................................................... 4 TERMS ........................................................................................................................................... 4

1. Scope of Service. ................................................................................................................. 4

2. Term; Completion Schedule. ............................................................................................... 4

3. Compensation. ..................................................................................................................... 4

4. Billing. ................................................................................................................................. 4

5. Meet & Confer. .................................................................................................................... 5

6. Additional Copies................................................................................................................. 5

7. Responsibility of Consultant................................................................................................ 5

8. Responsibility of City. ......................................................................................................... 5

9. Acceptance of Work Not a Release. .................................................................................... 6

10. Indemnification and Hold Harmless. ................................................................................... 6

11. Insurance.............................................................................................................................. 6

12. Access to Records................................................................................................................ 6

13. Non-Assignability. ............................................................................................................... 6

14. Changes to Scope of Work. ................................................................................................. 7

15. Ownership of Documents. ................................................................................................... 7

16. Termination.......................................................................................................................... 7

17. Compliance with Laws, Rules, and Regulations. ................................................................ 8

18. Exhibits Incorporated........................................................................................................... 8

19. Independent Contractor........................................................................................................ 8

20. Integration and Entire Agreement........................................................................................ 8

21. Jurisdiction and Venue......................................................................................................... 9

22. Severability .......................................................................................................................... 9

23. Notices. ................................................................................................................................ 9

24. Nondiscrimination.............................................................................................................. 10

25. Conflict of Interest. ............................................................................................................ 10

26. Headings. ........................................................................................................................... 10

27. Attorneys’ Fees.................................................................................................................. 10

28. Non-Exclusive Agreement................................................................................................. 10

29. Rights and Obligations Under Agreement......................................................................... 10

30. Licenses.............................................................................................................................. 10

31. Counterparts....................................................................................................................... 10

Form: Professional Services Agreement v. January 2021 Page 3 of 16 Race Forward
May 2023

32. Legal Representation. ........................................................................................................ 11

33. Joint Representation........................................................................................................... 11

34. Warranty of Authority........................................................................................................ 11

35. No Waiver of Rights. ......................................................................................................... 11 Exhibit A- Insurance Requirements.............................................................................................. 13 Exhibit B- Scope of Service.......................................................................................................... 16

Form: Professional Services Agreement v. January 2021 Page 4 of 16 Race Forward
May 2023

AGREEMENT FOR PROFESSIONAL SERVICES BETWEEN

THE CITY OF SALINAS AND RACE FORWARD
This Agreement for Professional Services (the “Agreement” and/or “Contract”) is made and entered into this 23rd day of May 2023, between the City of Salinas, a California Charter city and municipal corporation (hereinafter “City”), and Race Forward a [California corporation/limited liability company (hereinafter “Consultant”).

RECITALS
WHEREAS, Consultant represents that he, she, or it is specially trained, experienced, and competent to perform the special services which will be required by this Agreement; and WHEREAS, Consultant is willing to render such professional services, as hereinafter defined, on the following terms and conditions.

NOW, THEREFORE, City and Consultant agree as follows:

TERMS

1. Scope of Service. The project contemplated and the scope of Consultant’s services are described in Exhibit B, attached hereto and incorporated herein by reference.

2. Term; Completion Schedule. This Agreement shall commence on May 23, 2023, and shall terminate on May 31, 2024, unless extended in writing by either party upon (30) days written notice. This Agreement may be extended only upon mutual written consent of the parties and may be terminated only pursuant to the terms of this Agreement.

3. Compensation. City hereby agrees to pay Consultant for services rendered the City pursuant to this Agreement on a time and materials basis according to the rates of compensation of or as set forth in Exhibit B. The total amount of compensation to be paid under this Agreement shall not exceed two hundred thirty-seven thousand six hundred dollars ($237,600).

4. Billing. Consultant shall submit to City an itemized invoice, prepared in a form satisfactory to City, describing its services and costs for the period covered by the invoice.

Except as specifically authorized by City, Consultant shall not bill City for duplicate services performed by more than one person. Consultant’s bills shall include the following information to which such services cost or pertain:
(A) A brief description of services performed;
(B) The date the services were performed;
(C) The number of hours spent and by whom;

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(D) A brief description of any costs incurred; and
(E) The Consultant’s signature.

Any such invoices shall be in full accord with any and all applicable provisions of this Agreement.

City shall make payment on each such invoice within thirty (30) days of receipt; provided, however, that if Consultant submits an invoice which is incorrect, incomplete, or not in accord with the provisions of this Agreement, City shall not be obligated to process any payment to Consultant until thirty (30) days after a correct and complying invoice has been submitted by Consultant. The City shall process undisputed portion immediately.

5. Meet & Confer. Consultant agrees to meet and confer with City or its agents or employees with regard to services as set forth herein as may be required by the City to ensure timely and adequate performance of the Agreement.

6. Additional Copies. If City requires additional copies of reports, or any other material which Consultant is required to furnish as part of the services under this Agreement, Consultant shall provide such additional copies as are requested, and City shall compensate Consultant for the actual costs related to the production of such copies by Consultant.

7. Responsibility of Consultant. By executing this Agreement, Consultant agrees that the services to be provided and work to be performed under this Agreement shall be performed in a fully competent manner. By executing this Agreement, Consultant further agrees and represents to City that the Consultant possesses, or shall arrange to secure from others, all of the necessary professional capabilities, experience, resources, and facilities necessary to provide the City the services contemplated under this Agreement and that City relies upon the professional skills of Consultant to do and perform Consultant’s work. Consultant further agrees and represents that Consultant shall follow the current, generally accepted practices in this area to the profession to make findings, render opinions, prepare factual presentations, and provide professional advice and recommendations regarding the projects for which the services are rendered under this Agreement.

8. Responsibility of City. To the extent appropriate to the projects to be completed by Consultant pursuant to this Agreement, City shall:
(A) Assist Consultant by placing at its disposal all available information pertinent to the projects, including but not limited to, previous reports and any other data relative to the projects. Nothing contained herein shall obligate City to incur any expense in connection with completion of studies or acquisition of information not otherwise in the possession of City. (B) Examine all studies, reports, sketches, drawings, specifications, proposals, and other documents presented by Consultant, and render verbally or in writing as may be appropriate, decisions pertaining thereto within a reasonable time so as not to delay the services of Consultant.

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(C) Steve Carrigan, City Manager, or his designee, shall act as City’s representative with respect to the work to be performed under this Agreement. Such person shall have the complete authority to transmit instructions, receive information, interpret and define City’s policies and decisions with respect to materials, equipment, elements, and systems pertinent to Consultant’s services. City may unilaterally change its representative upon notice to the Consultant.
(D) Give prompt written notice to Consultant whenever City observes or otherwise becomes aware of any defect in a project.
(F) Will provide lunch and snacks for attendees and trainers, workshop materials for attendees, be in-charge of reserving venue and printing handouts. (G) will confirm with Consultant that covid-19 protocols are in place.

9. Acceptance of Work Not a Release. Acceptance by the City of the work to be performed under this Agreement does not operate as a release of Consultant from professional responsibility for the work performed.

10. Indemnification and Hold Harmless.

Consultant shall defend, indemnify, and hold harmless the City and its officers, officials, employees, volunteers, and agents from and against any and all liability, loss, damage, expense, costs (including without limitation costs and fees of litigation) of every nature arising out of or in connection with Consultant’s performance of work hereunder, including the performance of work of any of Consultant’s subcontractors or agents, or Consultant’s failure to comply with any of its obligations contained in the agreement, except such loss or damage which was caused by the sole negligence or willful misconduct of the City.

11. Insurance. Consultant shall procure and maintain for the duration of this Agreement insurance meeting the requirements specified in Exhibit A hereto.

12. Access to Records. Consultant shall maintain all preparatory books, records, documents, accounting ledgers, and similar materials including but not limited to calculation and survey notes relating to work performed for the City under this Agreement on file for at least three (3) years following the date of final payment to Consultant by City. Any duly authorized representative(s) of City shall have access to such records for the purpose of inspection, audit, and copying at reasonable times during Consultant’s usual and customary business hours.

Consultant shall provide proper facilities to City’s representative(s) for such access and inspection.

13. Non-Assignability. It is recognized by the parties hereto that a substantial inducement to City for entering into this Agreement was, and is, the professional reputation and competence of

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Consultant. This Agreement is personal to Consultant and shall not be assigned by it without express written approval of the City.

14. Changes to Scope of Work. City may at any time, and upon a minimum of ten (10) days written notice, seek to modify the scope of services to be provided for any project to be completed under this Agreement. Consultant shall, upon receipt of said notice, determine the impact on both time and compensation of such change in scope and notify City in writing. Upon agreement between City and Consultant as to the extent of said impacts to time and compensation, an amendment to this Agreement shall be prepared describing such changes.

Execution of the amendment by City and Consultant shall constitute the Consultant’s notice to proceed with the changed scope.

15. Ownership of Documents. Title to all final documents, including drawings, specifications, data, reports, summaries, correspondence, photographs, computer software (if purchased on the City’s behalf), video and audio tapes, software output, and any other materials with respect to work performed under this Agreement shall vest with City at such time as City has compensated Consultant, as provided herein, for the services rendered by Consultant in connection with which they were prepared. City agrees to hold harmless and indemnify the Consultant against all damages, claims, lawsuits, and losses of any kind including defense costs arising out of any use of said documents, drawings, and/or specifications on any other project without written authorization of the Consultant.

16. Termination.
(A) City shall have the authority to terminate this Agreement, upon ten days written notice to Consultant, as follows:
(1) If in the City’s opinion the conduct of the Consultant is such that the interest of the City may be impaired or prejudiced, or
(2) For any reason whatsoever.
(B) Upon termination, Consultant shall be entitled to payment of such amount as fairly compensates Consultant for all work satisfactorily performed up to the date of termination based upon the Consultant’s rates shown in Exhibit B and/or Section 3 of this Agreement, except that:
(1) In the event of termination by the City for Consultant’s default, City shall deduct from the amount due Consultant the total amount of additional expenses incurred by City as a result of such default. Such deduction from amounts due Consultant are made to compensate City for its actual additional costs incurred in securing satisfactory performance of the terms of this Agreement, including but not limited to, costs of engaging another consultant(s) for such purposes. In the event that such additional expenses shall exceed amounts otherwise due and payable to Consultant hereunder, Consultant shall pay City the full amount of such expense.

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(C) In the event that this Agreement is terminated by City for any reason, Consultant shall:
(1) Upon receipt of written notice of such termination promptly cease all services on this project, unless otherwise directed by City; and (2) Deliver to City all documents, data, reports, summaries, correspondence, photographs, computer software output, video and audio tapes, and any other materials provided to Consultant or prepared by or for Consultant or the City in connection with this Agreement. Such material is to be delivered to City in completed form; however, notwithstanding the provisions of Section 15 herein, City may condition payment for services rendered to the date of termination upon Consultant’s delivery to the City of such material.
(D) In the event that this Agreement is terminated by City for any reason, City is hereby expressly permitted to assume the projects and complete them by any means, including but not limited to, an agreement with another party.
(E) The rights and remedy of the City and Consultant provided under this Section are not exclusive and are in addition to any other rights and remedies provided by law or appearing in any other section of this Agreement.

17. Compliance with Laws, Rules, and Regulations. Services performed by Consultant pursuant to this Agreement shall be performed in accordance and full compliance with all applicable federal, state, and City laws and any rules or regulations promulgated thereunder.

19. Independent Contractor. It is expressly understood and agreed by both parties that Consultant, while engaged in carrying out and complying with any of the terms and conditions of this Agreement, is an independent contractor and not an employee of the City. Consultant expressly warrants not to represent, at any time or in any manner, that Consultant is an employee or servant of the City.

20. Integration and Entire Agreement. This Agreement represents the entire understanding of City and Consultant as to those matters contained herein. No prior oral or written understanding shall be of any force or effect with respect to those matters contained herein. This Agreement may not be modified or altered except by amendment in writing signed by both parties.

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21. Jurisdiction and Venue. This Agreement shall be governed by and construed in accordance with the laws of the State of California, County of Monterey, and City of Salinas.

Jurisdiction of litigation arising from this Agreement shall be in the State of California, in the County of Monterey or in the appropriate federal court with jurisdiction over the matter.

23. Notices.
(A) Written notices to the City hereunder shall, until further notice by City, be addressed to:

City Manager
City of Salinas
200 Lincoln Avenue
Salinas, California 93901
With a copy to:

City Attorney
City of Salinas
200 Lincoln Avenue
Salinas, California 93901
(B) Written notices to the Consultant shall, until further notice by the Consultant, be addressed to:

Julie Nelson
Senior Vice President of Programs
900 Alice Street, Suite 400
Oakland, CA 94607
510.653.3415
[email protected]
(C) The execution of any such notices by the City Manager shall be effective as to Consultant as if it were by resolution or order of the City Council, and Consultant shall not question the authority of the City Manager to execute any such notice. (D) All such notices shall either be delivered personally to the other party’s designee named above, or shall be deposited in the United States Mail, properly addressed as aforesaid, postage fully prepaid, and shall be effective the day following such deposit in the mail.

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24. Nondiscrimination. During the performance of this Agreement, Consultant shall not discriminate against any employee or applicant for employment because of race, color, religion, ancestry, creed, sex, national origin, familial status, sexual orientation, age (over 40 years) or disability. Consultant shall take affirmative action to ensure that applicants are employed, and that employees are treated during employment without regard to their race, color, religion, ancestry, creed, sex, national origin, familial status, sexual orientation, age (over 40 years) or disability.

25. Conflict of Interest. Consultant warrants and declares that it presently has no interest, and shall not acquire any interest, direct or indirect, financial or otherwise, in any manner or degree which will render the services required under the provisions of this Agreement a violation of any applicable local, state or federal law. Consultant further declares that, in the performance of this Agreement, no subcontractor or person having such an interest shall be employed. In the event that any conflict of interest should nevertheless hereinafter arise, Consultant shall promptly notify City of the existence of such conflict of interest so that City may determine whether to terminate this Agreement. Consultant further warrants its compliance with the Political Reform Act (Government Code section 81000 et seq.) and Salinas City Code Chapter 2A that apply to Consultant as the result of Consultant’s performance of the work or services pursuant to the terms of this Agreement.

26. Headings. The section headings appearing herein shall not be deemed to govern, limit, modify, or in any manner affect the scope, meaning or intent of the provisions of this Agreement.

28. Non-Exclusive Agreement. This Agreement is non-exclusive and both City and Consultant expressly reserves the right to contract with other entities for the same or similar services.

30. Licenses. If a license of any kind, which term is intended to include evidence of registration, is required of Consultant, its representatives, agents or subcontractors by federal, state or local law, Consultant warrants that such license has been obtained, is valid and in good standing, and that any applicable bond posted in accordance with applicable laws and regulations.

31. Counterparts. This Agreement may be executed in one or more counterparts, each of which shall be deemed an original, but all of which together shall constitute a single agreement.

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IN WITNESS WHEREOF, the parties hereto have made and executed this Agreement on the date first written above.

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CONSULTANT
___________________________________
Julia Nelson
Senior Vice President of Programs

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Exhibit A- Insurance Requirements
Insurance Requirements
Consultant shall procure and maintain for the duration of the Agreement insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder and the results of that work by the Consultant, his agents, representatives, employees, or subcontractors. With respect to General Liability and Professional Liability, coverage should be maintained for a minimum of five (5) years after Agreement completion.

MINIMUM SCOPE AND LIMIT OF INSURANCE
Coverage shall be at least as broad as:
(A)Commercial General Liability (“CGL”): Insurance Services Office Form (“ISO”) CG 00 01 covering CGL on an occurrence basis, including products and completed operations, property damage, bodily injury, and personal & advertising injury with limits no less than $1,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this project/location (ISO CG 25 03 or 25 04) or the general aggregate limit shall be twice the required occurrence limit. (B) Automobile Liability: ISO Form CA 0001 covering any auto, or if Consultant has no owned autos, hired and non-owned, with limits no less than $1,000,000 per accident for bodily injury and property damage.
(C)Workers’ Compensation insurance as required by the State of California, with Statutory Limits, and Employer’s Liability Insurance with a limit of no less than $1,000,000 per accident for bodily injury or disease.
(D)Professional Liability (also known as Errors and Omissions) insurance appropriate to the work being performed, with limits no less than $1,000,000 per occurrence or claim, $2,000,000 aggregate per policy period of one year.

If the Consultant maintains broader coverage and/or higher limits than the minimums shown above, the City of Salinas requires and shall be entitled to the broader coverage and/or higher limits maintained by the Consultant. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City.

OTHER INSURANCE PROVISIONS
The insurance policies are to contain, or be endorsed to contain, the following provisions:

Additional Insured Status
The City of Salinas, its officers, officials, employees, and volunteers are to be covered as additional insureds on the CGL policy with respect to liability arising out of work or operations performed by or on behalf of the Consultant including materials, parts, or equipment furnished in connection with such work or operations. General liability coverage can be provided in the form of an endorsement to the Consultant’s insurance (at least as broad as ISO Form CG 20 10, CG 11 85, or both CG 20 10, CG 20 26, CG 20 33, or CG 20 38; and CG 20 37 forms if later revisions used).

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Primary Coverage
For any claims related to this Agreement or the project described within this Agreement, the Consultant’s insurance coverage shall be primary coverage at least as broad as ISO Form CG 20 01 04 13 as respects the City, its officers, officials, employees, and volunteers. Any insurance or self-insurance maintained by the City, its officers, officials, employees, or volunteers shall be excess of the Consultant’s insurance and shall not contribute with it.

Notice of Cancellation
Each insurance policy required above shall provide that coverage shall not be canceled, except with notice to the City.

Waiver of Subrogation
Consultant hereby grants to City a waiver of any right to subrogation which any insurer of said Consultant may acquire against the City by virtue of the payment of any loss under such insurance.

Consultant agrees to obtain any endorsement that may be necessary to affect this waiver of subrogation, but this provision applies regardless of whether or not the City has received a waiver of subrogation endorsement from the insurer.

The Workers’ Compensation policy shall be endorsed with a waiver of subrogation in favor of the City of Salinas for all work performed by the Consultant, its employees, agents, and subcontractors.

Self-Insured Retentions
Self-insured retentions must be declared by Consultant to and approved by the City. At the option of the City, Consultant shall provide coverage to reduce or eliminate such self-insured retentions as respects the City, its officers, officials, employees, and volunteers; or the consultant shall provide evidence satisfactory to the City guaranteeing payment of losses and related investigations, claim administrations, and defense expenses. The policy language shall provide, or be endorsed to provide, that the self-insured retention may be satisfied by either the named insured or City.

Acceptability of Insurers
Insurance is to be placed with insurers with a current A.M. Best’s rating of no less than A:VII, unless otherwise acceptable to the City.

Claims Made Policies
If any of the required policies provide coverage on a claims-made basis:

1. The Retroactive Date must be shown and must be before the date of this Agreement or the beginning of Agreement work.

2. Insurance must be maintained and evidence of insurance must be provided for at least five (5) years after completion of the Agreement of work.

3. If coverage is canceled or non-renewed, and not replaced with another claims-made policy form with a Retroactive Date prior to the Agreement effective date, the Consultant must purchase “extended reporting” coverage for a minimum of five (5) years after completion of Agreement work.

4. A copy of the claims reporting requirements must be submitted to the City for review.

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Verification of Coverage
Consultant shall furnish the City with original certificates and amendatory endorsements or copies of the applicable insurance language effecting coverage required by this Agreement. All certificates and endorsements are to be received and approved by the City before work commences. However, failure to obtain the required documents prior to the work beginning shall not waive the Consultant’s obligation to provide them. The City reserves the right to require complete, certified copies of all required insurance policies, including endorsements required by these specifications, at any time.

Subcontractors
Consultant shall require and verify that all sub-consultants and/or subcontractors maintain insurance meeting all the requirements stated herein, and Consultant shall ensure that Entity is an additional insured on insurance required from such sub-consultants and/or subcontractors.

Maintenance of Insurance
Maintenance of insurance by Consultant as specified shall in no way be interpreted as relieving Consultant of its indemnification obligations or any responsibility whatsoever and the Consultant may carry, at its own expense, such additional insurance as it deems necessary.

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Exhibit B- Scope of Service
[SCOPE OF WORK
Normalize
Normalizing conversations about race includes developing and sharing a racial equity framework as well as operating with urgency and accountability. We have a highly skilled team of expert facilitators who have a long standing history of working for government and training government employees and executives. Our trainings have been attended by government employees from across the country and we have assisted in the creation of core teams in jurisdictions as large as New York City which now has a city wide task for to address systemic racism. The combination of our skilled facilitators and curriculum helps to move individuals who are unwilling to acknowledge that racism is real and current to a place of action. The goal is to have individuals leave with the understanding that this is just the starting point and that in this moment we are setting the foundation for the county as a whole to be able to move forward with more equitable practices, policies and procedures that will better serve Black, Indegenious and People of color communities.

In California Santa Clara county has established a county wide Diversity, Equity and Belonging department; and will be launching a equity in budgeting tool requiring each county agency to utilize it during their budget creation process. The tool asks pointed questions to determine the material impacts of budgeting on communities of color to ensure that they are receiving the funding they need.

In Boston there is a cohort that was created through executive order for government, non profit, and community members to embark on a racial equity year long process together. We are facilitating a cohort model of trainings for them which will result in an equity action plan that will be co-created, cross sector with Black, Indegnious and people of color at the foreground of design, implementation, and access.
 Advancing Racial Equity: The Role of Government (full day workshop) – This workshop provides an orientation to the role, responsibilities and opportunities for government to advance racial equity. We focus on normalizing racial equity as a core value with clear definitions of key terminology, operationalizing racial equity via new policies and institutional practice, and organizing, both internally and in partnership with other institutions and the community. We introduce a racial equity tool that can be used in decisions relating to policies, practices, programs and budget and share effective communications strategies. Participants gain increased understanding of racial equity terminology, including implicit and explicit bias and individual, institutional, and structural racism; gain skill at identifying and addressing institutional and structural racism; and increase capacity to advance racial equity in the workplace. Our primary focus in this training is to shift the understanding of racism from the individual to the systems focus, to assist participants in thinking through how to utilize this framework in policy making.

Scope of Work

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Scope of Work
Date Activity Item
cost
Total
COST
May 2023 to
May 2024
Advancing Racial Equity-The Role of Government 6 trainings for Salinas City Staff and Leadership
Normalizing: One full-day workshop on Advancing
Racial Equity-The Role of Government
 Facilitation by 2 RF facilitators for up to 50 participants  One hour of planning time between the facilitators and representatives of Salinas City Staff
 One day of preparation and planning time for the
training for each facilitator. Note: This is for Race
Forward’s planning time.
 Debrief session 60 minutes in length covering,
participant experience, evaluations, and potential next steps following the training.
 Training will be done in person by Race Forward
If this is an in-person training:
 Salinas City will provide lunch and snacks for attendees and trainers, workshop materials for attendees, be incharge of reserving venue and printing handouts.  Salinas City will confirm with RF that covid-19 protocols are in place .

$15,000
x 6
$90,000
May 2023 -
May 2024
Advancing Racial Equity-The Role of Government 9 trainings for Salinas City Staff and Leadership
Normalizing: One full-day workshop on Advancing
Racial Equity-The Role of Government
 Facilitation by 2 RF facilitators for up to 50 participants  One hour of planning time between the facilitators and representatives of Salinas City Staff
$15,000
x 9
$135,000

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May 2023
 One day of preparation and planning time for the
training for each facilitator. Note: This is for Race
Forward’s planning time.
 Debrief session 60 minutes in length covering,
participant experience, evaluations, and potential next steps following the training.
 Training will be done over zoom provided by Race
Forward
May 2023-
May 2024
Technical assistance/coaching and support for Salinas City Staff for 12 months bank of 5 hours a month for Salinas staff. $ 21,000
Facilitator
Travel Fee
This fee covers 2 facilitators travel fees for each training. $3000 x 6 $18,000
GARE DISCOUNT 10% -
$26,400
TOTAL $237,600
* If trainings are in person we will have to include a travel fee of $3,000 per training and client will need to provide all printed materials + catering
]
City of Salinas
Legislation Text
200 Lincoln Ave., Salinas,
CA 93901
www.cityofsalinas.org
File #: ID#23-272, Version: 1
City of Salinas and Housing Authority of the County of Monterey Memorandum of Understanding Approve a Resolution authorizing the City Manager or designee to execute a Memorandum of Understanding between the City of Salinas and the Housing Authority of the County of Monterey for the completion of required U.S. Department of Housing and Urban Development Environmental Review Records; and the City Manager or designee to approve any future, necessary revisions, amendments and/or modifications.

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CITY OF SALINAS

COUNCIL STAFF REPORT
DATE: MAY 2, 2023
DEPARTMENT: COMMUNITY DEVELOPMENT DEPARTMENT
FROM: MEGAN HUNTER, COMMUNITY DEVELOPMENT DIRECTOR
THROUGH: ROD POWELL, PLANNING MANAGER
BY: LUIS OCHOA, SR. COMMUNITY DEVELOPMENT ANALYST
TITLE: CITY OF SALINAS AND HOUSING AUTHORITY OF THE COUNTY

OF MONTEREY MEMORANDUM OF UNDERSTANDING
RECOMMENDED MOTION:

A motion to approve a Resolution authorizing:

1. the City Manager or designee to execute a Memorandum of Understanding (MOU) between the City of Salinas (City) and the Housing Authority of the County of Monterey (HACM) for the completion of required U.S. Department of Housing and Urban Development (HUD) Environmental Review Records; and

2. the City Manager or designee to approve any future, necessary revisions, amendments and/or modifications to the MOU to continue to remain compliant with HUD regulations and guidance.

EXECUTIVE SUMMARY:

On December 19, 2022, HUD notified the City and HACM of its contingent intent to grant a waiver of 24 CFR Part 58 to allow the use of 85 HUD Section 8 Project-Based Vouchers (PBVs) to support the Step Up in Salinas Homekey Project. In accordance with this stipulated notice and guidance, the City and HACM have collaborated and prepared a required, proposed MOU outlining the specific roles and responsibilities of each entity regarding the completion of required HUD Environmental Reviews.

BACKGROUND:

In July 2020 the California Department of Housing and Community Development (HCD) released a Notice of Funding Availability (NOFA) for its emerging Homekey Program identifying an available new source of significant funding intended to rapidly sustain and expand the inventory of affordable housing for people experiencing homelessness. As part of this program, local jurisdictions are able to develop collaborative partnerships to quickly acquire and convert existing motels and hotels to permanent housing. On October 13, 2020, the City Council authorized the City to enter into a Co- Page | 2
Application through the California Department of Housing and Community Development (HCD) with Shangri-La and Step Up on Second for the Good Nite Inn Hotel located at 545 Work Street. The Project application identified the acquisition and conversion of the existing 103-room hotel located at 545 Work Street, Salinas, CA 93901 to 101 units of interim housing in the first year allowing for limited renovation and conversion to affordable permanent supportive housing thereafter with a preference to house those experiencing chronic homelessness.

HCD awarded the project $9.2 million in October 2020 allowing a limited partnership, 545 Work Street LP, to acquire the property in December 2020. On January 6, 2022, the City of Salinas and 545 Work Street LP executed a Regulatory Agreement and Declaration of Restrictive Covenants to ensure necessary affordability covenants for all units. Simultaneously, the project’s development and operational partners, Shangri La Industries (SLI) and Step Up, submitted an application to the Housing Authority of the County of Monterey (HACM) on August 19, 2020, to request an award of PBVs to support and sustain housing and support services for the project’s future residents. Shortly thereafter, on December 7, 2020, HACM notified the project partners of its conditional award of eighty-five (85) PBVs to the project with an approximate value of $1,378,020 dollars annually for a period of twenty-five (25) years. A final award letter from HACM for the 85 PBVs was sent on June 15, 2021.

In May 2021, following the issuance of building permits, SLI initiated its rehabilitation activities of the project using HCD Homekey funds before completing the Environmental Assessment and obtaining the Authority to Use Grant Funds (AUGF) from HUD. Unknowingly, this resulted in a violation as HUD considers this action as a prohibited choice-limiting action. On July 23, 2021, HUD notified HACM and the City of the regulatory violation and informed the City of the option to submit a request to HUD to review the circumstances of the violation and consider approving the project.

DISCUSSION:

The City, HACM, SLI, and Step Up have been in continuous collaboration with HUD regarding approval of the waiver associated with the PVB award. HUD’s December 19, 2022, letter indicating approval also imposed seven (7) conditions of compliance related to the finalization of the project’s required environmental assessment – one being the execution of an appropriate Memorandum of Understanding between the City and HACM regarding roles and responsibilities for the completion of all future HUD environment review records.

The City and HACM have been collaborating since January of 2023 to craft the proposed MOU.

HACM plans to present the MOU to their Board of Commissioners on April 24, 2023, for final approval. HUD has stipulated the submission of a jointly approved and executed MOU by no later than June 17, 2023.

CEQA CONSIDERATION:

Not a Project. The City of Salinas has determined that the proposed action is not a project as defined by the California Environmental Quality Act (CEQA) (CEQA Guidelines Section 15378).

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STRATEGIC PLAN INITIATIVE:

The proposed MOU supports City of Salinas Strategic Plan 2022-2025 Goals and Strategies of Housing and Affordable Housing.

DEPARTMENTAL COORDINATION:

This agenda item originates from the City’s Community Development Department (CDD), Housing and Community Development Division under significant, formal collaboration with HUD, HACM, SLI, and Step Up, and in consultation with the City Attorney.

FISCAL AND SUSTAINABILITY IMPACT:

Execution of the proposed MOU to satisfy HUD’s conditional approval of the waiver will create 85 ongoing, extremely affordable housing opportunities for Salinas residents and will significantly contribute to the ongoing operational support of the Step Up in Salinas Homekey project. This item has no fiscal impact to the City.

ATTACHMENTS:

Resolution
Draft Memorandum of Understanding
HUD Waiver Conditional Approval
RESOLUTION No. _______ (N.C.S.)

A RESOLUTION APPROVING THE MEMORANDUM OF UNDERSTANDING

BETWEEN THE CITY OF SALINAS AND THE HOUSING AUTHORITY OF THE

COUNTY OF MONTEREY FOR THE COMPLETION OF HUD ENVIRONMENTAL

REVIEW RECORDS
WHEREAS, in July 2020 the California Department of Housing and Community Development released a Notice of Funding Availability for the Homekey Program to make funding available to rapidly sustain and expand the inventory of housing people experiencing homelessness; and
WHEREAS, on October 13, 2020, the City Council authorized the City to enter into a Co-Application through HCD with Shangri La Industries and Step Up on Second for the Good Nite Inn Hotel located at 545 Work Street; and
WHEREAS, in October of 2020, the City and its development partners were awarded $9.2 million in HCD Homekey Program funds to purchase the Good Nite Inn Hotel and provide operational support; and
WHEREAS, on January 6, 2022, the City of Salinas and 545 Work Street LP signed a Regulatory Agreement and Declaration of Restrictive Covenants to ensure lasting affordable housing options at the project; and
WHEREAS, on August 19, 2020, Shangri La Industries and Step Up, submitted an application to the Housing Authority (HACM) of the County of Monterey to request Section 8 Project Based Vouchers; and
WHEREAS, on December 7, 2020, HACM conditionally awarded eighty-five (85) HUD Section 8 PBVs to the project for twenty-five (25) years with an approximate total value of $34,450,500 towards the development and operations of the project; and WHEREAS, in May of 2021, Shangri La Industries and Step Up commenced initial rehabilitation activities at the site using State HCD Homekey funds prior to receiving the final award letter for the 85 PBVs from HACM on June 15, 2021; and WHEREAS, on July 23, 2021, Public and Indian Housing Office in consultation with the Office of Environment and Energy issued a Notice of Regulatory Violation to HACM and the City related to the premature work at the Step Up in Salinas Homekey site prior to completion of the National Environmental Policy Act (NEPA) clearance; and WHEREAS, on December 19, 2022, the City and HACM received a letter from the Office of Environment and Energy providing conditional approval of the request for a waiver of 24 CFR Part 58 due to the initiated work prior to the NEPA clearance; and WHEREAS, the conditional approval for the waiver imposed seven (7) conditions of compliance related to the finalization of the project’s required environmental assessment – one being the execution of an appropriate Memorandum of Understanding between the City and HACM regarding roles and responsibilities for the completion of all future HUD environment review records that HACM and the City complete; and
WHEREAS, on April 24, 2023, Housing HACM’s Board approved the Memorandum of Understanding (MOU) between the City and HACM for the Completion of HUD Environmental Review Records; and
WHEREAS, an executed MOU between the City and HACM must be submitted to HUD no later than June 17, 2023; and
NOW, THEREFORE, BE IT RESOLVED that the Salinas City Council hereby authorizes the City Manager or designee to execute Memorandum of Understanding (MOU) between the City of Salinas (City) and the Housing Authority of the County of Monterey (HACM) for the Completion of HUD Environmental Reviews; and
BE IT FURTHER RESOLVED that the Salinas City Council hereby authorizes the City Manager or designee to approve any future revisions, amendments and/or modifications to the MOU provided that at all terms and conditions of the MOU are met.

PASSED AND APPROVED this 2
nd day of May 2023 by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

APPROVED:
_________________________________
Kimbley Craig, Mayor
ATTEST:
_________________________
Patricia M. Barajas, City Clerk

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Salinas City CouncilMay 2, 2023

Salinas City Council
May 2, 2023