Resolution No. 25-9470 — City Council and Authorities Concurrent, July 15, 2025 (part 4 of 4)

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4.5 Rainfall (in/hr)
Flow (mgd)
Santa Clara Flow Monitoring:

Site 9 (S72-17, 30-in)
Flow 2022-23 (mgd) Flow 2014-15 (mgd) Flow Dec 2023 (mgd) Model Flow (mgd) Rain (in/hr) Saturday Sunday Monday Tuesday Wednesday Thursday Friday

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Rainfall (in/hr)
Flow (mgd)
Santa Clara Flow Monitoring:

Site 13 (S53-54, 30-in)
Flow 2022-23 (mgd) Flow 2014-15 (mgd) Flow Dec 2023 (mgd) Model Flow (mgd) Rain (in/hr) Saturday Sunday Monday Tuesday Wednesday Thursday Friday

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Rainfall (in/hr)
Flow (mgd)
Santa Clara Flow Monitoring:

Site 19 (S21-18, 24-in)
Flow 2022-23 (mgd) Flow 2014-15 (mgd) Flow Dec 2023 (mgd) Model Flow (mgd) Rain (in/hr) Saturday Sunday Monday Tuesday Wednesday Thursday Friday

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3.5 Rainfall (in/hr)
Flow (mgd)
Santa Clara Flow Monitoring:

Site 20 (S21-47, 18-in)
Flow 2022-23 (mgd) Flow 2014-15 (mgd) Flow Dec 2023 (mgd) Model Flow (mgd) Rain (in/hr) Saturday Sunday Monday Tuesday Wednesday Thursday Friday

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0.5 1.0

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3.5 4.0
Rainfall (in/hr)
Flow (mgd)
Santa Clara Flow Monitoring:

Site 21 (S23-6, 24-in)
Flow 2022-23 (mgd) Flow 2014-15 (mgd) Flow Dec 2023 (mgd) Model Flow (mgd) Rain (in/hr) Saturday Sunday Monday Tuesday Wednesday Thursday Friday

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Rainfall (in/hr)
Flow (mgd)
Santa Clara Flow Monitoring:

Site 30 (72-33, 15-in)
Flow 2022-23 (mgd) Flow Dec 2023 (mgd) Model Flow (mgd) Rain (in/hr) Saturday Sunday Monday Tuesday Wednesday Thursday Friday

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0.9 Rainfall (in/hr)
Flow (mgd)
Santa Clara Flow Monitoring:

Site 33 (S32-47, 15-in)
Flow Dec 2023 (mgd) Model Flow (mgd) Rain (in/hr)
Saturday Sunday Monday Tuesday Wednesday Thursday Friday

Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

11.270 0.680 0.008

1.210 8.665 223.590

1.509 7.594 225.159
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 1 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 1, Model Location (Pred.) D/S S104-29.1, Rainfall Profile: 1

0.00 0.50

1.00 1.50

2.00 Rainfall intensity (in/hr)

0.0 2.0

4.0 6.0

8.0 10.0
Flow (MGD)
12/17/2022 12/22/2022 12/27/2022 1/1/2023 1/6/2023 1/11/2023 1/16/2023 1/21/2023 1/26/2023 1/31/2023 2/5/2023 2/10/2023 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

11.270 0.680 0.008

2.099 9.967 301.286

2.407 8.766 295.289
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 2 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 2, Model Location (Pred.) D/S S103-9.1, Rainfall Profile: 1

0.00 0.50

1.00 1.50

2.00 Rainfall intensity (in/hr)

0.0 2.0

4.0 6.0

11.270 0.680 0.008

1.016 7.391 219.358

0.799 7.906 184.787
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 3 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 3, Model Location (Pred.) D/S S104-27.1, Rainfall Profile: 1

0.00 0.50

1.00 1.50

2.00 Rainfall intensity (in/hr)

0.0 2.0

4.0 6.0

11.270 0.680 0.008

0.003 1.254 4.199

0.003 0.440 2.251
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 4 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 4, Model Location (Pred.) D/S S94-36.1, Rainfall Profile: 1

0.00 0.50

1.00 1.50

2.00 Rainfall intensity (in/hr)

0.00 0.50

1.00 1.50
Flow (MGD)
12/17/2022 12/22/2022 12/27/2022 1/1/2023 1/6/2023 1/11/2023 1/16/2023 1/21/2023 1/26/2023 1/31/2023 2/5/2023 2/10/2023 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

11.920 0.920 0.009

0.742 8.959 222.725

1.239 7.776 214.979
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 5 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 5, Model Location (Pred.) D/S S83-23.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.0 5.0

10.0 15.0
Flow (MGD)
12/17/2022 12/22/2022 12/27/2022 1/1/2023 1/6/2023 1/11/2023 1/16/2023 1/21/2023 1/26/2023 1/31/2023 2/5/2023 2/10/2023 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

11.920 0.920 0.009

1.092 4.844 161.024

1.676 7.903 232.228
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 6 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 6, Model Location (Pred.) D/S S83-25.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.0 2.0

4.0 6.0

8.0 Flow (MGD)
12/17/2022 12/22/2022 12/27/2022 1/1/2023 1/6/2023 1/11/2023 1/16/2023 1/21/2023 1/26/2023 1/31/2023 2/5/2023 2/10/2023 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

11.270 0.680 0.008

0.229 2.269 66.613

0.290 1.804 53.713
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 7 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 7, Model Location (Pred.) D/S S105-6.1, Rainfall Profile: 1

0.00 0.50

1.00 1.50

2.00 Rainfall intensity (in/hr)

0.00 0.50

1.00 1.50

2.00 2.50
Flow (MGD)
12/17/2022 12/22/2022 12/27/2022 1/1/2023 1/6/2023 1/11/2023 1/16/2023 1/21/2023 1/26/2023 1/31/2023 2/5/2023 2/10/2023 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

11.270 0.680 0.008

0.785 3.123 99.151

0.864 2.765 98.422
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 8 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 8, Model Location (Pred.) D/S S86-13.1, Rainfall Profile: 1

0.00 0.50

1.00 1.50

2.00 Rainfall intensity (in/hr)

0.0 1.0

2.0 3.0

4.0 5.0
Flow (MGD)
12/17/2022 12/22/2022 12/27/2022 1/1/2023 1/6/2023 1/11/2023 1/16/2023 1/21/2023 1/26/2023 1/31/2023 2/5/2023 2/10/2023 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

11.920 0.920 0.009

0.904 3.852 130.258

1.535 7.588 220.094
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 9 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 9, Model Location (Pred.) D/S S72-20.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.0 2.0

4.0 6.0

11.920 0.920 0.009

0.293 3.408 66.545

0.261 3.281 69.344
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 10 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 10, Model Location (Pred.) D/S S52-80.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.0 1.0

2.0 3.0

4.0 Flow (MGD)
12/17/2022 12/22/2022 12/27/2022 1/1/2023 1/6/2023 1/11/2023 1/16/2023 1/21/2023 1/26/2023 1/31/2023 2/5/2023 2/10/2023 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

11.920 0.920 0.009

0.299 4.937 91.451

0.376 4.572 100.543
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 11 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 11, Model Location (Pred.) D/S S53-9.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.0 1.0

2.0 3.0

11.920 0.920 0.009

0.000 1.229 10.854

0.380 5.281 106.907
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 12 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 12, Model Location (Pred.) D/S S53-109.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.0 2.0

4.0 6.0
Flow (MGD)
12/17/2022 12/22/2022 12/27/2022 1/1/2023 1/6/2023 1/11/2023 1/16/2023 1/21/2023 1/26/2023 1/31/2023 2/5/2023 2/10/2023 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

15.790 0.880 0.012

0.039 8.561 156.493

0.496 5.745 130.152
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 13 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 13, Model Location (Pred.) D/S S53-73.1, Rainfall Profile: 3

0.00 0.20

0.40 0.60

0.80 1.00
Rainfall intensity (in/hr)

0.0 2.0

4.0 6.0

15.790 0.880 0.012

0.072 1.143 24.509

0.165 1.046 28.116
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 14 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 14, Model Location (Pred.) D/S S54-17.1, Rainfall Profile: 3

0.00 0.20

0.40 0.60

0.80 1.00
Rainfall intensity (in/hr)

0.00 0.50

13.810 0.760 0.010

0.068 0.842 17.364

0.081 0.947 20.260
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 15 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 15, Model Location (Pred.) D/S S65-48.1, Rainfall Profile: 4

0.00 0.20

0.40 0.60

0.80 Rainfall intensity (in/hr)

0.00 0.50

13.810 0.760 0.010

0.459 2.773 98.978

0.555 3.028 99.594
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 16 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 16, Model Location (Pred.) D/S S67-12.1, Rainfall Profile: 4

0.00 0.20

0.40 0.60

0.80 Rainfall intensity (in/hr)

0.0 1.0

2.0 3.0

13.810 0.760 0.010

0.210 1.675 51.663

0.632 1.619 59.316
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 17 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 17, Model Location (Pred.) D/S S58-12.2, Rainfall Profile: 4

0.00 0.20

0.40 0.60

0.80 Rainfall intensity (in/hr)

0.00 0.50

1.00 1.50

2.00 Flow (MGD)
12/17/2022 12/22/2022 12/27/2022 1/1/2023 1/6/2023 1/11/2023 1/16/2023 1/21/2023 1/26/2023 1/31/2023 2/5/2023 2/10/2023 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

13.810 0.760 0.010

0.385 2.531 82.942

0.440 2.704 73.747
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 18 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 18, Model Location (Pred.) D/S S58-11.1, Rainfall Profile: 4

0.00 0.20

0.40 0.60

0.80 Rainfall intensity (in/hr)

0.0 1.0

2.0 3.0

15.790 0.880 0.012

0.899 5.983 166.563

1.039 5.938 175.023
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 19 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 19, Model Location (Pred.) D/S S21-23.1, Rainfall Profile: 3

0.00 0.20

0.40 0.60

0.80 1.00
Rainfall intensity (in/hr)

0.0 2.0

15.790 0.880 0.012

0.022 1.939 30.414

0.009 2.260 35.967
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 20 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 20, Model Location (Pred.) D/S S21-46.1, Rainfall Profile: 3

0.00 0.20

0.40 0.60

0.80 1.00
Rainfall intensity (in/hr)

0.0 1.0

2.0 3.0

13.810 0.760 0.010

0.199 2.901 57.470

0.158 3.295 62.917
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 21 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 21, Model Location (Pred.) D/S S23-14.1, Rainfall Profile: 4

0.00 0.20

0.40 0.60

0.80 Rainfall intensity (in/hr)

0.0 1.0

2.0 3.0

13.810 0.760 0.010

0.249 1.954 48.806

0.294 2.067 51.449
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 22 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 22, Model Location (Pred.) D/S S45-88.1, Rainfall Profile: 4

0.00 0.20

0.40 0.60

0.80 Rainfall intensity (in/hr)

0.00 0.50

1.00 1.50

13.810 0.760 0.010

0.043 1.224 31.114

0.265 1.494 42.122
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 23 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 23, Model Location (Pred.) D/S S48-32.1, Rainfall Profile: 4

0.00 0.20

0.40 0.60

0.80 Rainfall intensity (in/hr)

0.00 0.50

11.920 0.920 0.009

0.701 8.304 207.686

0.928 7.143 182.287
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 24 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 24, Model Location (Pred.) D/S S63-2.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.0 2.0

4.0 6.0

13.810 0.760 0.010

0.540 6.661 130.153

0.555 6.470 144.336
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 25 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 25, Model Location (Pred.) D/S S57-6.1, Rainfall Profile: 4

0.00 0.20

0.40 0.60

0.80 Rainfall intensity (in/hr)

0.0 2.0

4.0 6.0

11.920 0.920 0.009

0.200 1.698 38.187

0.224 1.702 41.875
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 26 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 26, Model Location (Pred.) D/S S52-86.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.00 0.50

1.00 1.50

11.920 0.920 0.009

0.009 0.465 4.696

0.006 0.464 5.989
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 27 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 27, Model Location (Pred.) D/S S43-8.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.00 0.10

0.20 0.30

0.40 0.50
Flow (MGD)
12/17/2022 12/22/2022 12/27/2022 1/1/2023 1/6/2023 1/11/2023 1/16/2023 1/21/2023 1/26/2023 1/31/2023 2/5/2023 2/10/2023 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

11.920 0.920 0.009

0.009 1.357 21.009

0.019 0.877 18.369
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 28 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 28, Model Location (Pred.) D/S S53-47.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.00 0.50

15.790 0.880 0.012

0.010 1.155 16.332

0.030 1.052 16.361
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 29 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 29, Model Location (Pred.) D/S S21-54.1, Rainfall Profile: 3

0.00 0.20

0.40 0.60

0.80 1.00
Rainfall intensity (in/hr)

0.00 0.50

11.920 0.920 0.009

0.016 0.135 3.157

0.036 0.112 3.179
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 30 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 30, Model Location (Pred.) D/S S62-24.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.000

0.050

0.100

0.150
Flow (MGD)
12/17/2022 12/22/2022 12/27/2022 1/1/2023 1/6/2023 1/11/2023 1/16/2023 1/21/2023 1/26/2023 1/31/2023 2/5/2023 2/10/2023 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

11.920 0.920 0.009

0.138 1.227 33.687

0.162 1.283 31.984
Observed / Predicted Report Produced by shubli (11/9/2023 3:26:56 AM) Page 31 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2023 WWF Existing_WithBlockage_10232023>Calibration (Homestead Blockage) ...

Flow Survey Location (Obs.) 31, Model Location (Pred.) D/S S62-23.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.00 0.50

1.00 1.50
Flow (MGD)
12/17/2022 12/22/2022 12/27/2022 1/1/2023 1/6/2023 1/11/2023 1/16/2023 1/21/2023 1/26/2023 1/31/2023 2/5/2023 2/10/2023

Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

5.280 1.520 0.007

1.726 7.950 144.336

1.525 8.628 119.999
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 1 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 1, Model Location (Pred.) D/S S104-29.1, Rainfall Profile: 1

0.00 0.50

1.00 1.50

2.00 Rainfall intensity (in/hr)

0.0 2.0

4.0 6.0

8.0 10.0
Flow (MGD)
12/11/2014 12/16/2014 12/21/2014 12/26/2014 12/31/2014 1/5/2015 1/10/2015 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

5.280 1.520 0.007

1.605 8.363 135.825

2.362 9.269 164.340
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 2 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 2, Model Location (Pred.) D/S S103-9.1, Rainfall Profile: 1

0.00 0.50

1.00 1.50

2.00 Rainfall intensity (in/hr)

0.0 2.0

4.0 6.0

5.280 1.520 0.007

1.179 9.236 108.117

0.782 8.445 103.228
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 3 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 3, Model Location (Pred.) D/S S104-27.1, Rainfall Profile: 1

0.00 0.50

1.00 1.50

2.00 Rainfall intensity (in/hr)

0.0 2.0

4.0 6.0

5.280 1.520 0.007

0.007 0.856 2.021

0.003 0.819 1.125
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 4 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 4, Model Location (Pred.) D/S S94-36.1, Rainfall Profile: 1

0.00 0.50

1.00 1.50

2.00 Rainfall intensity (in/hr)

0.00 0.50

1.00 1.50
Flow (MGD)
12/11/2014 12/16/2014 12/21/2014 12/26/2014 12/31/2014 1/5/2015 1/10/2015 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

5.020 1.280 0.007

1.319 10.323 135.549

1.658 9.423 148.110
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 5 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 5, Model Location (Pred.) D/S S83-23.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.0 5.0

10.0 15.0
Flow (MGD)
12/11/2014 12/16/2014 12/21/2014 12/26/2014 12/31/2014 1/5/2015 1/10/2015 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

5.020 1.280 0.007

1.026 6.367 88.800

1.234 6.879 102.203
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 6 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 6, Model Location (Pred.) D/S S83-25.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.0 2.0

4.0 6.0

8.0 Flow (MGD)
12/11/2014 12/16/2014 12/21/2014 12/26/2014 12/31/2014 1/5/2015 1/10/2015 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

5.280 1.520 0.007

0.266 1.740 29.016

0.315 2.354 29.534
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 7 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 7, Model Location (Pred.) D/S S105-6.1, Rainfall Profile: 1

0.00 0.50

1.00 1.50

2.00 Rainfall intensity (in/hr)

0.00 0.50

1.00 1.50

2.00 2.50
Flow (MGD)
12/11/2014 12/16/2014 12/21/2014 12/26/2014 12/31/2014 1/5/2015 1/10/2015 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

5.280 1.520 0.007

0.840 4.800 76.804

0.877 3.064 53.414
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 8 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 8, Model Location (Pred.) D/S S86-13.1, Rainfall Profile: 1

0.00 0.50

1.00 1.50

2.00 Rainfall intensity (in/hr)

0.0 1.0

2.0 3.0

4.0 5.0
Flow (MGD)
12/11/2014 12/16/2014 12/21/2014 12/26/2014 12/31/2014 1/5/2015 1/10/2015 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

5.020 1.280 0.007

0.388 6.343 70.300

1.034 6.151 90.221
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 9 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 9, Model Location (Pred.) D/S S62-48.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.0 2.0

4.0 6.0

5.020 1.280 0.007

0.423 2.798 33.900

0.292 3.444 33.611
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 10 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 10, Model Location (Pred.) D/S S52-80.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.0 1.0

2.0 3.0

4.0 Flow (MGD)
12/11/2014 12/16/2014 12/21/2014 12/26/2014 12/31/2014 1/5/2015 1/10/2015 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

5.020 1.280 0.007

0.558 4.760 49.282

0.415 4.679 48.633
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 11 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 11, Model Location (Pred.) D/S S53-9.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.0 1.0

2.0 3.0

5.020 1.280 0.007

0.660 4.744 55.973

0.420 5.417 51.478
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 12 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 12, Model Location (Pred.) D/S S53-109.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.0 2.0

4.0 6.0
Flow (MGD)
12/11/2014 12/16/2014 12/21/2014 12/26/2014 12/31/2014 1/5/2015 1/10/2015 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

4.950 0.640 0.006

0.709 7.220 110.750

0.932 7.651 103.773
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 13 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 13, Model Location (Pred.) D/S S53-73.1, Rainfall Profile: 3

0.00 0.20

0.40 0.60

0.80 1.00
Rainfall intensity (in/hr)

0.0 2.0

4.0 6.0

4.950 0.640 0.006

0.176 1.116 16.638

0.181 1.082 15.366
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 14 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 14, Model Location (Pred.) D/S S54-17.1, Rainfall Profile: 3

0.00 0.20

0.40 0.60

0.80 1.00
Rainfall intensity (in/hr)

0.00 0.50

5.550 0.720 0.007

0.045 1.444 22.418

0.089 0.836 10.376
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 15 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 15, Model Location (Pred.) D/S S65-48.1, Rainfall Profile: 4

0.00 0.20

0.40 0.60

0.80 Rainfall intensity (in/hr)

0.00 0.50

5.550 0.720 0.007

0.283 2.337 37.855

0.586 2.963 52.355
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 16 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 16, Model Location (Pred.) D/S S67-12.1, Rainfall Profile: 4

0.00 0.20

0.40 0.60

0.80 Rainfall intensity (in/hr)

0.0 1.0

2.0 3.0
Flow (MGD)
12/11/2014 12/16/2014 12/21/2014 12/26/2014 12/31/2014 1/5/2015 1/10/2015 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

5.550 0.720 0.007

0.203 1.480 15.720

0.639 1.581 32.173
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 17 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 17, Model Location (Pred.) D/S S58-12.2, Rainfall Profile: 4

0.00 0.20

0.40 0.60

0.80 Rainfall intensity (in/hr)

0.00 0.50

1.00 1.50

2.00 Flow (MGD)
12/11/2014 12/16/2014 12/21/2014 12/26/2014 12/31/2014 1/5/2015 1/10/2015 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

5.550 0.720 0.007

0.236 3.126 30.382

0.450 2.489 38.534
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 18 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 18, Model Location (Pred.) D/S S58-11.1, Rainfall Profile: 4

0.00 0.20

0.40 0.60

0.80 Rainfall intensity (in/hr)

0.0 1.0

2.0 3.0

4.950 0.640 0.006

0.564 4.003 56.266

0.772 4.835 70.665
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 19 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 19, Model Location (Pred.) D/S S21-23.1, Rainfall Profile: 3

0.00 0.20

0.40 0.60

0.80 1.00
Rainfall intensity (in/hr)

0.0 2.0

4.950 0.640 0.006

0.335 3.327 52.396

0.334 4.053 51.122
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 20 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 20, Model Location (Pred.) D/S S21-46.1, Rainfall Profile: 3

0.00 0.20

0.40 0.60

0.80 1.00
Rainfall intensity (in/hr)

0.0 1.0

2.0 3.0

5.550 0.720 0.007

0.511 4.598 72.002

0.535 5.069 65.968
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 21 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 21, Model Location (Pred.) D/S S23-14.1, Rainfall Profile: 4

0.00 0.20

0.40 0.60

0.80 Rainfall intensity (in/hr)

0.0 2.0

5.550 0.720 0.007

0.239 1.805 26.012

0.335 2.125 28.494
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 22 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 22, Model Location (Pred.) D/S S45-88.1, Rainfall Profile: 4

0.00 0.20

0.40 0.60

0.80 Rainfall intensity (in/hr)

0.00 0.50

1.00 1.50

5.550 0.720 0.007

0.107 1.328 13.863

0.281 1.463 22.889
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 23 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 23, Model Location (Pred.) D/S S48-32.1, Rainfall Profile: 4

0.00 0.20

0.40 0.60

0.80 Rainfall intensity (in/hr)

0.00 0.50

5.020 1.280 0.007

0.000 0.000 0.000

1.379 8.556 130.203
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 24 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 24, Model Location (Pred.) D/S S63-2.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.0 2.0

4.0 6.0

5.550 0.720 0.007

0.000 0.000 0.000

0.620 6.569 69.782
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 25 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 25, Model Location (Pred.) D/S S57-6.1, Rainfall Profile: 4

0.00 0.20

0.40 0.60

0.80 Rainfall intensity (in/hr)

0.0 2.0

4.0 6.0

5.020 1.280 0.007

0.000 0.000 0.000

0.249 1.729 21.528
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 26 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 26, Model Location (Pred.) D/S S52-86.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.00 0.50

1.00 1.50

5.020 1.280 0.007

0.000 0.000 0.000

0.007 0.563 2.735
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 27 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 27, Model Location (Pred.) D/S S43-8.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.00 0.20

0.40 0.60
Flow (MGD)
12/11/2014 12/16/2014 12/21/2014 12/26/2014 12/31/2014 1/5/2015 1/10/2015 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

5.020 1.280 0.007

0.000 0.000 0.000

0.022 0.878 8.229
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 28 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 28, Model Location (Pred.) D/S S53-47.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.00 0.50

4.950 0.640 0.006

0.000 0.000 0.000

0.036 1.175 9.810
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 29 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 29, Model Location (Pred.) D/S S21-54.1, Rainfall Profile: 3

0.00 0.20

0.40 0.60

0.80 1.00
Rainfall intensity (in/hr)

0.00 0.50

5.020 1.280 0.007

0.000 0.000 0.000

0.036 0.179 1.780
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 30 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 30, Model Location (Pred.) D/S S62-24.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.000

0.050

0.100

0.150

0.200
Flow (MGD)
12/11/2014 12/16/2014 12/21/2014 12/26/2014 12/31/2014 1/5/2015 1/10/2015 Rainfall
Depth (in)
Rain
Observed
... Data 2023 and 2015
Peak (in/hr) Average (in/hr)
Flow
Min (MGD) Max (MGD) Volume (US Mgal)

5.020 1.280 0.007

0.000 0.000 0.000

0.168 1.001 15.500
Observed / Predicted Report Produced by shubli (11/14/2023 6:02:23 PM) Page 31 of 31 Flow survey: >2022/2023 Sewer Master Plan (0012307.00)>03 DATA>A FLOW DATA>Flow Meter Data>2022/2023 Flow Meters Updated FM12_with2015 (4/11/2023 8:49:09 PM) Sim: >2022/2023 Sewer Master Plan (0012307.00)>04 RUNS>A CALIBRATION>Wet Weather>2015 WWF Existing_WithBlockage_10192023>Rainfall Data 2023 and 2015 (10/19/...

Flow Survey Location (Obs.) 31, Model Location (Pred.) D/S S62-23.1, Rainfall Profile: 2

0.00 0.50

1.00 1.50
Rainfall intensity (in/hr)

0.00 0.50

1.00 1.50
Flow (MGD)
12/11/2014 12/16/2014 12/21/2014 12/26/2014 12/31/2014 1/5/2015 1/10/2015 City of Santa Clara (0012307.00) Woodard & Curran, Inc.

Master Plan Report - Draft December 2024
APPENDIX F: SIPHON LINING ASSUMPTIONS
Appendix A: City of Santa Clara Sanitary Sewer Siphons and Lining Assumptions USNODE USNODE_FLAG SUFFIX DSNODE DSNODE_FLAG ASSETID ASSETID_FLAG MATERIAL MATERIAL_FLAG FUTURE LINING? WIDTH_EXISTING WIDTH_FLAG_EXISTING WIDTH_LINED WIDTH_FLAG_LINED 2024 CCTV_Structural Quick Rating S103-19 SPH2 1 S103-16 103-00008 SPH2 VCP GIS Yes 24 RD 22.808 RN S103-19 SPH2 2 S103-16 103-00049 SPH2 VCP GIS Yes 12 RD 11.406 RN S103-20 SPH3 1 S103-18 103-00007 SPH3 VCP GIS No 17.3 RE24 17.3 RE24 S103-20 SPH3 2 S103-18 103-00047 SPH3 VCP GIS No 23.2 RE24 23.2 RE24 S103-20 SPH3 3 S103-18 103-00048 SPH3 VCP GIS No 22.4 RE24 22.4 RE24 S14-61 SPH1 1 S14-62 14-00027 GIS VCP GIS Yes 8 RD 7.406 RN 4132 S14-65 SPH1 1 S15-62 15-00061 GIS CIP RN Yes 8 RN 7.406 RN 4331 S20-16(2) SPH1 2 S20-17(2) 20-00032 GIS PE GIS No 13.49 RN 13.49 RN S20-26D1 SPH2 1 S20-26D3 20-00059 GIS PE GIS No 20.23 RN 20.23 RN S20-26D2 SPH2 2 S20-26D4 20-00058 GIS PE GIS No 20.23 RN 20.23 RN S22-64 SPH1 2 S22-102 22-00114 GIS CIP RN Yes 8 RN 7.406 RN S23-15 SPH2 1 S23-14 23-00023 GIS VCP GIS Yes 8 RN 7.406 RN S23-15 SPH2 2 S23-14 23-00094 GIS VCP GIS Yes 12 MU 11.406 RN S31-24 SPH1 1 S31-25 31-00029 SPH1 DIP RN Yes 24 MU 22.808 RN S32-2 SPH2 1 S32-102 32-00118 GIS PVC RN No 10 RD 10 RD 0000 S32-2 SPH2 2 S32-102 32-00120 GIS PVC RN No 8 RN 8 RN 0000 S33-9 SPH1 1 S33-10 33-00059 SPH1 CIP RN Yes 8 MU 7.406 RN S42-30 SPH1 2 S42-31 42-00051 GIS CIP RN Yes 6 M2 5.406 RN S46-114 SPH2 1 S46-115 SPH2 46-00132 GIS HDPE RD No 5.35 RN 5.35 RN 0000 S46-114W SPH2 1 S46-115 SPH2 HDPE RD No 5.35 RN 5.35 RN 0000 S52-116 SPH2 1 S52-119 52-00146 GIS HDPE RN No 10.29 RN 10.29 RN S52-116 SPH2 2 S52-119 52-00147 GIS HDPE RN No 10.29 RN 10.29 RN S52-123 SPH2 1 S52-124 52-00136 GIS HDPE RN No 6.96 RN 6.96 RN 2700 S52-123 SPH2 2 S52-124 52-00137 GIS HDPE RN No 6.96 RN 6.96 RN 2700 S52-3 SPH1 1 S52-5 (SiphonOutlet) 52-00028 GIS VCP GIS Yes 8 GIS 7.406 RN S54-79 SPH2 1 S54-78 54-00044 SPH2 VCP GIS Yes 10 MU 9.406 RN 4231 S54-79 SPH2 2 S54-78 54-00094 SPH2 VCP GIS Yes 10 MU 9.406 RN 4231 S54-94 SPH2 1 S54-95 54-00092 GIS HDPE RN No 15.17 RN 15.17 RN S54-94 SPH2 2 S54-95 54-00093 GIS HDPE RN No 15.17 RN 15.17 RN S55-51 SPH2 2 S55-52 55-00056 GIS HDPE RN No 17.5 RN 17.5 RN 2B00 S55-51 SPH2 1 S55-52 55-00055 GIS HDPE RN No 17.5 RN 17.5 RN 2B00 S56-58 SPH2 2 S56-59 56-00062 GIS HDPE RN No 17.51 RN 17.51 RN 2500 S56-58 SPH2 1 S56-59 56-00061 GIS HDPE RN No 17.51 RN 17.51 RN 2500 S62-7D SPH2 2 S62-12 62-00063 GIS VCP GIS Yes 8 GIS 7.406 RN S62-7D! SPH2 1 S62-12 62-00027 GIS VCP GIS Yes 10 GIS 9.406 RN S62-9 SPH1 1 S62-11 RD 62-00025 GIS DIP RN Yes 16 RD 15.108 RN S64-34 SPH2 2 S64-36 64-00045 GIS VCP GIS Yes 15 RD 14.108 RN 2900 S64-34 SPH2 1 S64-36 64-00015 SPH1 VCP GIS Yes 8 RD 7.406 RN 2900 S67-21 SPH2 1 S67-29 SPH2 67-00015 SPH2 DIP RD No 23.17 RN 23.17 RN 3600 S67-21 SPH2 2 S67-29 SPH2 67-00035 SPH2 DIP RD No 23.17 RN 23.17 RN 3600 S68-10 SPH2 1 D_S68-7 68-00002 GIS VCP GIS No 23.3 GIS 23.3 GIS S68-10 SPH2 2 S68-7 68-00025 GIS VCP GIS No 14.4 GIS 14.4 GIS S68-15 SPH1 1 S68-12 68-00012 SPH1 VCP GIS No 23.6 RD 23.6 RD 3C00 S68-15 SPH1 2 S68-16 68-00013 SPH1 VCP GIS No 23.5 RD 23.5 RD 3C00 S68-9 SPH2 1 D_S68-6 68-00018 GIS VCP GIS No 23.3 GIS 23.3 GIS S68-9 SPH2 2 S68-6 68-00026 GIS VCP GIS No 14.5 GIS 14.5 GIS S72-12 SPH2 1 S72-11 72-00018 SPH2 CIP GIS Yes 20 RD 19.008 RN S72-12 SPH2 2 S72-11 72-00051 SPH2 CIP GIS Yes 20 SV 19.008 RN S85-86 SPH1 1 S85-85 85-00068 GIS HDPE RN No 15.17 RN 15.17 RN 0000 S93-50 SPH2 1 S93-48 93-00014 GIS VCP GIS Yes 12 RD 11.406 RN 3124 S93-50 SPH2 2 S93-48 93-00070 GIS VCP GIS Yes 24 RD 22.808 RN 3124 Appendix A: City of Santa Clara Sanitary Sewer Siphons and Lining Assumptions USNODE USNODE_FLAG SUFFIX DSNODE DSNODE_FLAG ASSETID ASSETID_FLAG MATERIAL MATERIAL_FLAG FUTURE LINING? WIDTH_EXISTING WIDTH_FLAG_EXISTING WIDTH_LINED WIDTH_FLAG_LINED 2024 CCTV_Structural Quick Rating S93-51 SPH3 1 S93-49 SPH3 93-00061 GIS RCP RE24 No 22.8 RE24 22.8 RE24 S93-51 SPH3 2 S93-49 SPH3 93-00069 GIS VCP GIS No 16.8 RE24 16.8 RE24 S93-51 SPH3 3 S93-49 SPH3 93-00071 GIS RCP RE24 No 22.8 RE24 22.8 RE24 S95-45 SPH3 1 S95-44 95-00067 GIS VCP GIS No 17 RE24 17 RE24 3C22 S95-45 SPH3 2 S95-44 95-00150 GIS VCP GIS No 14.3 RE24 14.3 RE24 3C22 S95-45 SPH3 3 S95-44 95-00151 GIS VCP GIS No 17 RE24 17 RE24 3C22 S96-14 SPH2 1 S96-13 96-00014 SPH2 HDPE RN No 12.3 RN 12.3 RN 2300 S96-14 SPH2 2 S96-13 96-00090 SPH2 HDPE RN No 8.68 RN 8.68 RN 2300 FLAG Description Legend for "2024 CCTV_Structural Quick Rating" SPH1 Single barrel siphon.

SPH2 Twin barrel siphon.

SPH3 Triple barrel siphon.

GIS Data originated from City's GIS (2023).

RN Refer to note.

RD Data originated from record drawing.

RE24 Data originated from Condition Assessment Repairs [CIPP Liners] (data sent by Craig).

MU Data originated from original Mike Urban model.

SV Data was surveyed.

M2 Data originated from 2007 Mike Urban model.

City of Santa Clara (0012307.00) Woodard & Curran, Inc.

Master Plan Report - Draft December 2024
APPENDIX G: SEWER CAPACITY CIP PROJECT COST ESTIMATES, MAPS,

AND PROFILES
Appendix G: Sewer Capacity CIP Cost Estimates, Maps, and Profiles Capital Improvement Project Summary Table Total Cost by Priority Category Project
No.1 Project ID Project Location
Pre-Project Pipe
Diameter(s)2 Project Description Priority3
Flow
Confidence
Level4
Loads Trigger
5 Design Flow
Trigger
5 Physical
Network
Trigger
5 Project Cost
6 Priority
# of
Projects
Estimated
Capital Cost
%
1 Agilent Tracy Dr, Pomeroy Ave, Homestead Rd (S Trunk), Kiely Blvd 10 to 22.8-inch 12313 LF of 15 to 27-inch diameter pipe 7 N/A LTFL (entitlement) DWF UMN $26,942,000 1 2 $ 7,417,000 7% 2 Homestead Road N Homestead Trunk from Swallow Wy to Saratoga Creek 18 to 30-inch 6407 LF of 24 to 33-inch diameter pipe 3 3 LTFL WWF UMN $17,156,000 2 1 $ 8,731,000 9% 3 Kiely Boulevard Orthello Wy to S of El Sobrante St 8-inch 266 LF of 10-inch diameter pipe 6 4 LTFL WWF UMN $513,000 3 3 $ 42,452,000 42% 4 Victoria Avenue Fowler Ave & Pomeroy Ave to Nobili Ave & Victoria Ave 8-inch 764 LF of 10-inch diameter pipe 6 3 LTFL WWF UMN $1,337,000 4 2 $ 9,049,000 9% 5 Cabrillo Avenue Halford Ave & Buckley St; St. Lawrence Dr, W of Lawrence Expwy 8-inch Flow Diversion Weirs only. No pipe 1 3 EL WWF UMN $154,000 5 1 $ 3,830,000 4% 6 CMC Basin Santa Maria Ave & Francis Ave; Amethyst Dr 8 to 12-inch 3655 LF of 12 to 15-inch diameter pipe 1 1 & 2 EL WWF UMN $7,263,000 6 2 $ 1,850,000 2% 7 Bowers Avenue Bowers Ave from Chromite Dr to Walsh Ave 25.7-inch 2605 LF of 30-inch diameter pipe 4 5 LTFL WWF LMN $8,047,000 7 2 $ 27,243,000 27% 8 Calabazas Trunk Calabazas Creek from S of Agate Dr to Central Expwy 22.8 to 27-inch 2791 LF of 18 to 27-inch diameter pipe 2 5 EL WWF LMN $8,731,000 Total 13 $ 100,572,000 9 Freedom Circle Mission College Blvd from Freedom Cir to west of Great America Pkwy 12 to 15-inch 1886 LF of 15-inch diameter pipe 5 N/A LTFL (specific development)
DWF UMN $3,830,000
12 GAP West Trunk S of West Tasman Dr to Lafayette St 28.5 to 35.7-inch 4810 LF of 36 to 42-inch diameter pipe 3 2 LTFL WWF UMN $17,781,000
13 GAP East Trunk Old Glory Ln to S of Bunker Hill Ln; Stars and Stripes Dr 31.4-inch 231 LF of 39-inch diameter pipe 4 2 LTFL WWF LMN $1,002,000
14 Bunker Hill Lane East E of Great America Pkwy 6-inch 107 LF of 8-inch diameter pipe
7 N/A LTFL (entitlement) WWF UMN $301,000
15 Lafayette Street N of Calle del Mundo to S of Great America Wy 34.2 to 40.3-inch 2290 LF of 42 to 48-inch diameter pipe 3 2 LTFL WWF UMN $7,515,000
CIP Total: $100,572,000
2 Pre-project pipe diameters include future lining assumptions. 3 Projects are prioritized based on wastewater flow, design flow, and physical network triggers as well as assumed structural condition. 4 Rating assigned to validate the need for the project through review of flow monitoring data and reported surcharging and operational issues, and compatibility between flow meter data and the model. Descriptions of the flow confidence levels are as follows: N/A = Not assigned because project would be triggered by entitlement flow or specific development; 1 = Flow meter on or very near to the project reach surcharged during metered storm; 2 = Flow meter on or very near to the project reach confirms flow, but did not surcharge during metered storm; 3 = Flow meter near the project reach (upstream or downstream) confirms flow; 4 = No flow meter near the project reach to confirm flow; 5 = Conflicting flow between meter and model. 5 EL = Existing Loads; LTFL = Long-Term Future Loads; DWF = Dry Weather Flow; WWF = Wet Weather Flow; UMN = Unlined Model Network; LMN = Lined Model Network. 6 Costs are based on August 2024 ENR CCI of 15367.24 for the San Francisco Area and are Class 5 estimates (planning level). 1 Projects are numbered from upstream to downstream. Table does not include Project Nos. 10 (Patrick Henry Drive) and 11 (Mission Point) because project costs will be paid for by the developers.

Project 1: Agilent
Project No. ……………………………………………………………………………………………………………………………………………… 1 Project ID ……………………………………………………………………………………………………………………………………………… Agilent Project Location ……………………………………………………………………………………………………………………………………………… Tracy Dr, Pomeroy Ave, Homestead Rd (S Trunk), Kiely Blvd Description ……………………………………………………………………………………………………………………………………………… 12313 LF of 15 to 27-inch diameter pipe Priority ……………………………………………………………………………………………………………………………………………… 7 Flow Confidence Level……………………………………………………………………………………………………………………………………………… N/A Loads Trigger ……………………………………………………………………………………………………………………………………………… Long-Term Future Loads (LTFL) Design Flow Trigger ……………………………………………………………………………………………………………………………………………… Dry Weather Flow (DWF) Physical Network Trigger ……………………………………………………………………………………………………………………………………………… Unlined Model Network (UMN) Estimated Capital Improvement Cost ……………………………………………………………………………………………………………………………………………… $26,942,000 Comments ……………………………………………………………………………………………………………………………………………… Assumptions ……………………………………………………………………………………………………………………………………………… (i) New diameter based on pipe replacement. (ii) Cost estimates are based on CCI of 15367.24 from the August 2024 ENR.

Alternatives ……………………………………………………………………………………………………………………………………………… N.A.

U/S
MH ID
D/S
MH ID
Existing Diameter
(inches)
New
Diameter
(inches)
Length
(feet)
Slope
(%)
Pipe Depth
(feet BGL)
Existing
Pipe
Capacity
(mgd)
Future
Pipe
Capacity
(mgd)
Long-Term
Future
PDWF
(mgd)
Long-Term
Future
PWWF
(mgd)
Long-Term
Future DWF
Velocity
(ft/sec)
Open Cut
Cost
Trenchless
Installation
Trenchless
Casing Size
Unit Cost
($/LF)
Total Cost
($)
S10-79 S10-80 10 15 305 0.16 11 0.56 1.66 1.46 1.49 3.06 $804 $804 $ 244,898 S10-80 S11-83 10 15 264 0.31 9 0.78 2.31 1.46 1.49 3.55 $804 $804 $ 212,497 S11-83 S11-76 10 15 337 0.47 9 0.97 2.85 1.46 1.49 3.45 $804 $804 $ 270,787 S11-76 S11-77 10 15 93 0.51 10 1.01 2.97 1.46 1.49 3.52 $804 $804 $ 74,450 S11-77 S11-78 10 15 164 0.44 9 0.94 2.77 1.46 1.49 3.85 $804 PTGAB 30.00 $1,922 $ 314,514 S11-78 S11-80 10 15 319 0.48 7 0.98 2.88 1.47 1.49 3.80 $804 PTGAB 30.00 $1,922 $ 612,687 S11-80 S11-81 10 15 316 0.55 7 1.05 3.08 1.47 1.49 3.85 $804 $804 $ 253,903 S11-81 S11-70 10 15 283 0.87 8 1.32 3.89 1.47 1.49 4.51 $804 $804 $ 227,532 S11-70 S11-67 10 15 311 1.21 8 1.56 4.59 1.47 1.50 4.15 $804 $804 $ 249,883 S11-67 S11-60 10 15 325 0.70 8 1.18 3.49 1.48 1.51 3.08 $804 $804 $ 261,139 S11-60 S11-50 10 15 319 0.31 8 0.79 2.34 1.48 1.51 3.44 $804 $804 $ 256,315 S11-50 S11-41 10 15 346 0.42 8 0.92 2.70 1.48 1.51 3.87 $804 $804 $ 278,104 S11-41 S11-42 10 15 260 0.27 9 0.73 2.17 1.53 1.59 3.91 $804 $804 $ 209,281 S11-42 S11-30 10 15 257 0.50 9 1.00 2.96 1.53 1.59 3.10 $804 $804 $ 206,950 S11-30 S11-29 10 15 65 0.48 8 0.98 2.88 1.53 1.59 3.91 $804 $804 $ 52,421 S11-29 S11-19 10 15 142 0.64 9 1.13 3.34 1.53 1.59 3.48 $804 $804 $ 114,168 S11-19 S11-10 10 15 405 1.00 9 1.41 4.16 1.54 1.60 4.80 $804 $804 $ 325,700 S11-10 S22-93 10 15 414 1.09 10 1.48 4.35 1.54 1.60 4.81 $804 $804 $ 332,534 S22-93 S22-80 10 15 372 0.51 11 1.01 2.97 1.62 1.69 3.82 $804 $804 $ 299,249 S22-80 S22-74 10 15 284 0.52 10 1.02 3.02 1.62 1.69 2.71 $804 $804 $ 227,934 S22-74 S22-69 10 15 269 0.21 10 0.65 1.92 1.62 1.70 3.42 $804 $804 $ 216,115 S22-55 S22-53 15 15 9 0.95 11 8.92 4.07 2.20 2.28 5.14 $804 $804 $ 7,075 S22-53 S22-56 10 15 159 0.95 11 1.93 4.07 2.20 2.28 4.37 $804 $804 $ 127,595 S22-56 S22-57 10 15 195 0.62 11 1.12 3.30 2.20 2.28 4.41 $804 $804 $ 157,102 S22-57 S22-58 10 15 278 0.64 11 1.13 3.33 2.20 2.28 4.02 $804 $804 $ 223,190 S22-58 S22-59 10 15 89 0.55 11 1.05 3.10 2.21 2.29 3.74 $804 $804 $ 71,556 S22-59 S22-60 10 15 332 0.42 10 0.92 2.71 2.21 2.29 3.33 $804 $804 $ 266,526 S22-60 S22-61 10 15 79 0.16 10 0.57 1.69 2.22 2.31 4.48 $804 $804 $ 63,757 S22-61 S22-62 10 15 339 0.47 9 0.97 2.85 2.22 2.31 3.91 $804 $804 $ 272,315 S22-62 S22-63 10 15 205 0.47 9 0.97 2.86 2.22 2.31 3.86 $804 $804 $ 164,820 S22-63 S22-64 10 15 168 0.45 9 0.95 2.79 2.23 2.32 4.47 $804 $804 $ 135,152 S22-52 S23-21 20 24 96 0.68 15 7.36 12.03 7.62 7.83 5.16 $1,039 $1,039 $ 99,744 S23-21 S23-18 20 24 223 0.45 15 6.02 9.84 7.62 7.83 5.40 $1,039 $1,039 $ 231,801 S23-18 S23-19 20 24 289 0.52 15 6.42 10.50 7.62 7.83 5.77 $1,039 $1,039 $ 300,375 S23-19 S23-12 20 24 154 0.68 15 7.36 12.03 7.62 7.83 5.38 $1,039 $1,039 $ 159,590 S23-12 S23-13 20 24 221 0.49 15 6.25 10.22 7.63 7.85 5.78 $1,039 $1,039 $ 229,619 S23-13 S23-14 20 24 307 0.63 15 7.07 11.56 7.63 7.85 4.93 $1,039 $1,039 $ 319,181 S23-14 S23-6 23 27 322 0.33 15 7.36 11.55 8.40 8.95 4.40 $1,089 $1,089 $ 350,222 S23-6 S23-88 23 27 290 0.25 15 6.44 10.09 8.43 9.00 4.90 $1,089 $1,089 $ 316,028 S23-88 S23-4 23 27 84 0.25 15 6.43 10.09 8.48 9.04 5.64 $1,089 $1,089 $ 91,040 S23-4 S23-1 23 27 371 0.51 15 9.09 14.25 8.56 9.14 5.76 $1,089 $1,089 $ 404,019 S23-1 S33-79 23 27 305 0.62 14 10.02 15.71 8.56 9.14 5.66 $1,089 $1,089 $ 332,363 S33-79 S33-75 23 27 511 0.51 14 9.07 14.23 8.67 9.26 5.46 $1,089 $1,089 $ 556,370 S33-75 S33-63 23 27 507 0.45 14 8.54 13.39 8.67 9.26 5.04 $1,089 $1,089 $ 552,341 S33-63 S33-50 23 27 359 0.40 14 8.12 12.73 9.12 9.85 5.42 $1,089 $1,089 $ 390,624 S33-50 S33-41 23 27 289 0.42 14 8.30 13.01 9.12 9.85 5.76 $1,089 $1,089 $ 314,394 S33-41 S33-33 23 27 286 0.52 14 9.21 14.44 9.12 9.85 4.98 $1,089 $1,089 $ 311,890 Total Baseline Pipe Construction Cost $ 10,762,552
Total Trenchless Installation Cost $ 927,201
No Jacking Pit $ -
No Receiving Pit $ -
Installation or Adjustment of Weir in Existing Manhole Structure (1) $ 45,000 Lateral Reconnection Cost (Approx. 130) $ 65,000
Modify Existing Manholes Cost (Approx. 22) $ 385,000
Baseline Construction Cost: $ 12,184,753
Dewatering $ 415,215
Bypass Pumping $ 1,168,975
Remove & Replace Factor $ 584,488
Traffic Control (10%) $ 1,168,975
Pavement Restoration (T-trench) $ 267,617
Subtotal: $ 15,790,023
Mobilization/Demobilization (5% of subtotal) $ 789,501.14 Estimated Construction Cost Subtotal: $ 16,579,524
Contingencies (30% of construction subtotal) 4,973,857.21 $ Estimated Construction Cost: $ 21,553,381
Engineering and Inspection (25% of construction cost) $ 5,388,345 Estimated Capital Improvement Cost: $ 26,942,000
(Note: Cost estimates are based on August 2024 ENR CCI of 15367.24 for the San Francisco Area)

PROJECT COST DETAIL

PROJECT DESCRIPTION
(ii) A 50/50 flow split was assumed at the Lawrence/Homestead gate structure which splits flow between the eastern sewer on Homestead Rd or the northern sewer on Lawrence Expwy. (iii) Project also includes installation of a weir at manhole S22-55 to divert the influent flows from Homestead Rd (S Trunk) and Pomeroy Ave sewers to Homestead Rd (S Trunk). (iv) Deficiency would be caused by Agilent Technologies historic entitlement flow (0.95 mgd). Project should be implemented before parcel begins to discharge its entitled flow. (vi)
(i) Pipes are listed in order from upstream to downstream. (v)
Ortega /
Raynor
Calabazas Creek
Bing Dr
Inverness Way
F
l
ora Vista
Ave
Benton St
Q
u
a
i
l Av
e
H
a
lford Av
e
T
e
a
l
D
r
Dunford Way
Bryant Way
Lochinvar Ave
Ra
m
o
n DrLillick Dr
Thu
n
d
e
r
b
ird
A
v
e
Nav
arr
o Dr
H
ampton Dr Mead
o
w
l
a
r
k
L
n
Pe
acock Ave
Vireo
Ave
W
ren Ave
Leighton Way
Lorne Way
E Homestead Rd
L
awr
e
nce Exp
y
Raynor Park
Marian A
Peterson Middle
School
Kaiser
Permanente
Santa Clara
Medical Center
280
Pruneridge Ave
Mauricia Ave
Giannini
Dr
H
arv ard
Av
e
La He
r
r
an
Dr
L
owe
ll
D
r
N
Tan
tau A
v
e
H ubbard Ave
Lawre
n
c
e Expy
Southwest
G4
Benton St
Quince Ave
Granada Ave
Pomeroy A
v
e
Bu
chanan D
r
Brookdale Dr
Alpine Ave
Live Oak
D
r
Kaiser Dr
Barcells Ave
El Sobrante St
Wh
ite Dr
Pep
per Tr
e
e Ln
L
o
y
ola Dr
Orthello Way
Humbolt Ave
Toledo Ave
Miles Dr
Homestead Rd
Central Park
Earl J
Carmichael Park
Magnolia
Science
Academy Santa
Clara
Pomeroy
Elementary
School
Stratford Middle
School
West Central
Woodh
ams
Rd
Forbes Ave
Mauricia Ave
Tracy
Dr
Barto
St
Cronin Dr
Rodonovan Dr
Rebeiro Ave
Taft Ave
Brian Ln
Banc
roft
St
Allen Way
Atherton Dr
Estella Dr
Muir Ave
K
i
e
l
y Blvd
Eisenhower
Elementary
School
Millikin
Elementary
Sutter
Elementary
School
Harrison St
Benton St
Anna Dr
Los
Olivos
Dr
Los P
a
d
res
Blvd
Catherine S
Enright Ave
Las Pa
l
m
a
s Dr
Serra Ave
B
loc
k Dr
M
aryan
n Dr
Black
f
ield Dr
Patricia Dr
Robin
Dr
Clara
Vista
Ave
Malari
Har
n Ave
t Ave
San
Miguel
Ave
Homestead Rd
Saratoga
Ave
Sa
n
Tomas
Expy
Sa
n
Tom
as
Expy
S
a
n
Tomas Expy
Henry Schmidt
Park
Wilson
Alternativ
East Central
N Cypress A
v
e
Forest Ave
Los Padres Blvd
Har
old A
v
e
Ta
noak Dr
Sutter Ave
Saratoga Ave
San Tomas
Expy
Pruneridge Golf
Club
Southeast
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!( !( !( !(
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Weir Height:
3 in
(10 in)
15 in
(22.8 in)
27 in
(20 in)
24 in
(10 in)
15 in
(10 in)
15 in
(10 in)
15 in
(10 in)
15 in
(10 in)
15 in
(22.8 in)
27 in
S23-4
S23-1
S33-75
S33-63
S33-41
S33-33
S23-88
S23-21
S23-19
S23-18
S23-14
S23-13
S22-93
S22-80
S22-74
S22-69
S22-57 S22-59 S22-61 S22-55
S11-83
S11-78 S11-81
S11-70
S11-67
S11-60
S11-50
S11-41
S11-30
S11-19
S11-10
S10-77 S10-78 S10-79
Legend
±
Figure Exported: 7/17/2024 By: nbarreralopez Using: \\woodardcurran.net\shared\Projects\0012307.00 Santa Clara CA Sewer Master Plan Update\wip\C. GIS\3. ArcGIS Pro\SantaClaraSewerMasterPlan2023_TMFigures.aprx Project #: 0012307.00
Map Created: July 2024
0 0.13 0.25 0.5
Miles
Project 1
Agilent
Santa Clara Sewer Master
Plan Update
Capacity Improvement Project
!( Manholes
Project Sewers
Proposed Weir
& Other Modeled Sewers
(8-in)
10-in
(Existing Diameter)
Proposed Diameter
S Wo
lfe Rd
Creek Blvd
M
iller Ave
G2

UPERTINO

Y V ALE
Tasm an Dr
N 1st St
M onroe St
K
iely Bl
v
d
San T
o
mas
Expy
237
G4
San José Mineta
International
Airport
S ANTA
CLARA
Trenchless crossing of
Lawrence Expressway
Construction along creek
(no traffic control)
Project 1: Agilent
Capacity Deficiency Profile View
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Project 1: Agilent
Project Solution Profile View
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Upsizing
Upsizing Weir
Project 2: Homestead Road
Project No. ……………………………………………………………………………………………………………………………………………… 2 Project ID ……………………………………………………………………………………………………………………………………………… Homestead Road Project Location ……………………………………………………………………………………………………………………………………………… N Homestead Trunk from Swallow Wy to Saratoga Creek Description ……………………………………………………………………………………………………………………………………………… 6407 LF of 24 to 33-inch diameter pipe Priority ……………………………………………………………………………………………………………………………………………… 3 Flow Confidence Level……………………………………………………………………………………………………………………………………………… 3 Loads Trigger ……………………………………………………………………………………………………………………………………………… Long-Term Future Loads (LTFL) Design Flow Trigger ……………………………………………………………………………………………………………………………………………… Wet Weather Flow (WWF) Physical Network Trigger ……………………………………………………………………………………………………………………………………………… Unlined Model Network (UMN) Estimated Capital Improvement Cost ……………………………………………………………………………………………………………………………………………… $17,156,000 Comments ……………………………………………………………………………………………………………………………………………… Assumptions ……………………………………………………………………………………………………………………………………………… (i) New diameter based on pipe replacement. (ii) Cost estimates are based on CCI of 15367.24 from the August 2024 ENR.

Alternatives ……………………………………………………………………………………………………………………………………………… N.A.

PROJECT COST DETAIL

Loch
inv
a
r Ave
Calabazas
Creek
Bing Dr
Brookdale Dr
Lochinvar Ave
Burb
ank Dr
Golden State Dr
Be
nton
S
t
Butcher Dr
Vireo
Ave
Wr
e
n
A
v
e
Kensington Ave
Sw
allow
D
r
Lorne Way
Homestead Rd
Homestead Rd
Lawren
c
e Ex
p
y
Lawrence Ex
p
y
Laurelwood
Elementary
School
Kaiser
Permanente
Santa Clara
Medical Center
Tulane
Dr
Qu
ince Av
e
Pomer
o
y
Lochinvar Ave
Ave
Brookdale Dr
Princeton Way
Rid
ge Rd
Pe
rre
i
ra
Dr
Cu
rtis Ave
P
epper
T
r
e
e
L
n
Live
Oak Dr
Miles Dr
Alexander Ave
Yale L
n
Ryan Ave
Homestead Rd
Homeridge Park
Stratford Middle
School
Pomeroy Ave
Forbes Ave
Fla
nnery St
Kenyon Dr
Cambridge Dr
Via Siena P
Apo
llo
P
l
Kaiser D
Miles Dr
Stevenson St
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(20 in)
24 in
(18 in)
(25.7 in) 24 in
30 in
(18 in)
24 in
(18 in)
24 in
(28.5 in)
33 in (18 in)
24 in
(18 in)
24 in
S21-9
S20-9
S22-45 S22-46 S22-48 S22-49 S22-50 S22-51 S22-52 S21-45 S21-46 S21-48 S21-43 S21-44 S20-37
S20-26 S20-19 S20-21 S20-23
S20-18 S20-15 S20-16
S20-13
S20-10
Weir Height:
6 in
Legend
±
Figure Exported: 7/17/2024 By: nbarreralopez Using: \\woodardcurran.net\shared\Projects\0012307.00 Santa Clara CA Sewer Master Plan Update\wip\C. GIS\3. ArcGIS Pro\SantaClaraSewerMasterPlan2023_TMFigures.aprx Project #: 0012307.00
Map Created: July 2024
0 0.03 0.05 0.1
Miles
Project 2
Homestead Rd
Santa Clara Sewer Master
Plan Update
Capacity Improvement Project
!( Manholes
Project Sewers
Proposed Weir
& Other Modeled Sewers
(8-in)
10-in
(Existing Diameter)
Proposed Diameter
S Wo
lfe Rd
Creek Blvd
M
iller Ave
G2

UPERTINO

Y V ALE
Tasm an Dr
N 1st St
M onroe St
K
iely Bl
v
d
San T
o
mas
Expy
237
G4
San José Mineta
International
Airport
S ANTA
CLARA
Trenchless crossing of
Lawrence Expressway
Project 2: Homestead Rd
Capacity Deficiency Profile View
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Project 2: Homestead Rd
Project Solution Profile View
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Upsizing Upsizing
Project 3: Kiely Boulevard
Project No. ……………………………………………………………………………………………………………………………………………… 3 Project ID ……………………………………………………………………………………………………………………………………………… Kiely Boulevard Project Location ……………………………………………………………………………………………………………………………………………… Orthello Wy to S of El Sobrante St Description ……………………………………………………………………………………………………………………………………………… 266 LF of 10-inch diameter pipe Priority ……………………………………………………………………………………………………………………………………………… 6 Flow Confidence Level……………………………………………………………………………………………………………………………………………… 4 Loads Trigger ……………………………………………………………………………………………………………………………………………… Long-Term Future Loads (LTFL) Design Flow Trigger ……………………………………………………………………………………………………………………………………………… Wet Weather Flow (WWF) Physical Network Trigger ……………………………………………………………………………………………………………………………………………… Unlined Model Network (UMN) Estimated Capital Improvement Cost ……………………………………………………………………………………………………………………………………………… $513,000 Comments ……………………………………………………………………………………………………………………………………………… Assumptions ……………………………………………………………………………………………………………………………………………… (i) New diameter based on pipe replacement. (ii) Cost estimates are based on CCI of 15367.24 from the August 2024 ENR.

Alternatives ……………………………………………………………………………………………………………………………………………… N.A.

PROJECT COST DETAIL

UPERTINO

Y V ALE
Tasm an Dr
N 1st St
M onroe St
K
iely Bl
v
d
San T
o
mas
Expy
237
G4
San José Mineta
International
Airport
S ANTA
CLARA
Project 3: Kiely Blvd
Capacity Deficiency Profile View
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Project 3: Kiely Blvd
Project Solution Profile View
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Upsizing
Project 4: Victoria Avenue
Project No. ……………………………………………………………………………………………………………………………………………… 4 Project ID ……………………………………………………………………………………………………………………………………………… Victoria Avenue Project Location ……………………………………………………………………………………………………………………………………………… Fowler Ave & Pomeroy Ave to Nobili Ave & Victoria Ave Description ……………………………………………………………………………………………………………………………………………… 764 LF of 10-inch diameter pipe Priority ……………………………………………………………………………………………………………………………………………… 6 Flow Confidence Level……………………………………………………………………………………………………………………………………………… 3 Loads Trigger ……………………………………………………………………………………………………………………………………………… Long-Term Future Loads (LTFL) Design Flow Trigger ……………………………………………………………………………………………………………………………………………… Wet Weather Flow (WWF) Physical Network Trigger ……………………………………………………………………………………………………………………………………………… Unlined Model Network (UMN) Estimated Capital Improvement Cost ……………………………………………………………………………………………………………………………………………… $1,337,000 Comments ……………………………………………………………………………………………………………………………………………… Assumptions ……………………………………………………………………………………………………………………………………………… (i) New diameter based on pipe replacement. (ii) Cost estimates are based on CCI of 15367.24 from the August 2024 ENR.

Alternatives ……………………………………………………………………………………………………………………………………………… N.A.

PROJECT COST DETAIL

Bella Vista Ave
Flora Vista Ave
Saint Lawrence Dr
Victoria Ave
Fowler Ave
Flora Vista Ave
Laguna Ct
San
Marcos
Way
V
i
c
t
o
r
ia Ave
Fow
ler Ave
Nobili Ave
Briarwood
Elementary
School
Nobili Ave
Victoria Ave
Fowler Ave
Emig Ct
Jone
s Ave
Jones Ave
Calabazas
Creek
Townsend
Ave
Calabazas
Blvd
s
Blvd
Cabrillo Ave
Colfax Ct
Ca
lab
aza
s Creek
Pom
er
oy Ave
C
a
labazas B
l
v
d
Fowler Ave
James Ct
Towns
e
nd Ave
Merced Ct
Dallas Ct
C
a
laba
z
as B
l
v
d Ca
l
abazas B
lvd
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(8 in)
10 in
New Pipe
10 in
(8 in)
10 in
S42-35
S42-36
S42-48
S42-47
S42-46
S42-113
Legend
±
Figure Exported: 8/29/2024 By: nbarreralopez Using: \\woodardcurran.net\shared\Projects\0012307.00 Santa Clara CA Sewer Master Plan Update\wip\C. GIS\3. ArcGIS Pro\SantaClaraSewerMasterPlan2023.aprx Project #: 0012307.00
Map Created: July 2024
0 0.03 0.05 0.1
Miles
Project 4
Victoria Ave
Santa Clara Sewer Master
Plan Update
Capacity Improvement Project
!( Manholes
Modeled Sewers Included in the Project
& Other Modeled Sewers
Pipe to be Abandoned
(8-in)
10-in
(Existing Diameter)
Proposed Diameter
S Wo
lfe Rd
Creek Blvd
M
iller Ave
G2

UPERTINO

Y V ALE
Tasm an Dr
N 1st St
M onroe St
K
iely Bl
v
d
San T
o
mas
Expy
237
G4
San José Mineta
International
Airport
S ANTA
CLARA
Project 4: Victoria Ave
Project Solution Profile View
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Upsizing
and Resloping
New Piping in Nobili
Ave, between Fowler
and Victoria Ave
Project 4: Victoria Ave
Capacity Deficiency Profile View
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Project 4: Victoria Ave
Project Solution Profile View
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Project 5: Cabrillo Avenue
Project No. ……………………………………………………………………………………………………………………………………………… 5 Project ID ……………………………………………………………………………………………………………………………………………… Cabrillo Avenue Project Location ……………………………………………………………………………………………………………………………………………… Halford Ave & Buckley St; St. Lawrence Dr, W of Lawrence Expwy Description ……………………………………………………………………………………………………………………………………………… Flow Diversion Weirs only. No pipe replacement.

Priority ……………………………………………………………………………………………………………………………………………… 1 Flow Confidence Level……………………………………………………………………………………………………………………………………………… 3 Loads Trigger ……………………………………………………………………………………………………………………………………………… Existing Loads (EL) Design Flow Trigger ……………………………………………………………………………………………………………………………………………… Wet Weather Flow (WWF) Physical Network Trigger ……………………………………………………………………………………………………………………………………………… Unlined Model Network (UMN) Estimated Capital Improvement Cost ……………………………………………………………………………………………………………………………………………… $154,000 Comments ……………………………………………………………………………………………………………………………………………… Assumptions ……………………………………………………………………………………………………………………………………………… (i) Cost estimates are based on CCI of 15367.24 from the August 2024 ENR. (ii)
Alternatives ……………………………………………………………………………………………………………………………………………… Upsize existing 8-inch pipes to 12-inch along Cabrillo Avenue from manhole S41-13 to S41-20.

PROJECT COST DETAIL

Miramar Way
T
a
m
a
r
a
c
k
L
Ha
lford Ave
Halford
Ave
He
l
e
n
Ave
Tamarack Ln
Halford Ave
Saint Lawrence Dr
Law
rence Rd
Briarwoo
d
D
r
Lawrence Exp
Lawrence Exp
Saint Lawrence
Elementary
School
Fl
o
r
a
V
i
s
ta
Ave
Sunnydays Ln
Lawrence R
d
Bri
arwood Dr
Law
renc
e E
xp
y
La
wren
ce Expy
New Valley
Continuation
High
Santa Barbara Ave
Bella Vista
Saint Lawrence Dr
Flora
Vista Ave
S
a
n
Ma
rcos
Way
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!(
Ex Diam = 10in
Ex Diam = 8in
Ex Diam = 10in
S41-62
S41-59
S41-58
S41-57
S41-47
S41-38
S40-18
S40-17 S40-16
S41-108
Weir Height:
6 in
Weir Height:
6 in
Legend
±
Figure Exported: 10/20/2024 By: nbarreralopez Using: \\woodardcurran.net\shared\Projects\0012307.00 Santa Clara CA Sewer Master Plan Update\wip\C. GIS\3. ArcGIS Pro\SantaClaraSewerMasterPlan2023_TMFigures.aprx Project #: 0012307.00
Map Created: July 2024
0 0.03 0.05 0.1
Miles
Project 5
Cabrillo Ave
Santa Clara Sewer Master
Plan Update
Capacity Improvement Project
Proposed Weir
!( Manholes Within the Project Area
Pipes within the Project Area (not Part of the Project) & Other Modeled Sewers
S Wo
lfe Rd
Creek Blvd
M
iller Ave
G2

UPERTINO

Y V ALE
Tasm an Dr
N 1st St
M onroe St
K
iely Bl
v
d
San T
o
mas
Expy
237
G4
San José Mineta
International
Airport
S ANTA
CLARA
Project 5: Cabrillo Ave
Capacity Deficiency Profile View
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Project 5: Cabrillo Ave
Project Solution Profile View
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Weir Weir
Project 5: Cabrillo Ave
Project Solution Profile View 1 of 2 (Sewers Along Cabrillo Avenue) Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Project 5: Cabrillo Ave
Project Solution Profile View 2 of 2 (Sewers Downstream of Proposed Diversions) Model Run Scenario: Wet Weather, Long-Term Future Load, and Lined Model Network Project 6: CMC Basin
Project No. ……………………………………………………………………………………………………………………………………………… 6 Project ID ……………………………………………………………………………………………………………………………………………… CMC Basin Project Location ……………………………………………………………………………………………………………………………………………… Santa Maria Ave & Francis Ave; Amethyst Dr Description ……………………………………………………………………………………………………………………………………………… 3655 LF of 12 to 15-inch diameter pipe Priority ……………………………………………………………………………………………………………………………………………… 1 Flow Confidence Level……………………………………………………………………………………………………………………………………………… 1 & 2 Loads Trigger ……………………………………………………………………………………………………………………………………………… Existing Loads (EL) Design Flow Trigger ……………………………………………………………………………………………………………………………………………… Wet Weather Flow (WWF) Physical Network Trigger ……………………………………………………………………………………………………………………………………………… Unlined Model Network (UMN) Estimated Capital Improvement Cost ……………………………………………………………………………………………………………………………………………… $7,263,000 Comments ……………………………………………………………………………………………………………………………………………… Assumptions ……………………………………………………………………………………………………………………………………………… (i) New diameter based on pipe replacement. (ii) Cost estimates are based on CCI of 15367.24 from the August 2024 ENR.

Alternatives ……………………………………………………………………………………………………………………………………………… Eliminate significant sources of excessive I/I. However, model runs show that the rainfall dependent I/I would need to be reduced by at least 50-60% to eliminate the capacity deficiency.

PROJECT COST DETAIL

Ca
l
abazas
B
l
vd
Calabazas
Blvd
orth Central
Calabazas
Creek
Calabazas
Blvd
San Juan Ave
Machado Ave
Santa Maria Ave
Santa Cruz Ave
San Rafael Ave
Ventura
Pl
Monroe
St
Adrian Wilcox
High
Santa Cruz Ave
Chromite Dr
Borax Dr
Amethyst Dr
Francis
Ave
B
r
o
w
n
Ave
Augusta
Pl
Bruce Ct
Kearney Ave
Addison Pl
Bow
e
rs A
ve
Monroe St
Brown Ave
San
Rafael Ave
Bonnie Dr
D
und
e
e D
r
Steb
b
i
ns A
v
e
Bow
e
rs Av
e
Clark Ave
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!(
!(
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!(
!(
!(
!(
!(
(8 in)
15 in
(8 in)
12 in
(12 in)
15 in
(8 in)
12 in
(8 in)
15 in
(8 in)
12 in
(8 in)
12 in
(8 in)
12 in
(8 in)
15 in
(8 in)
12 in
(8 in)
12 in
(8 in)
15 in
(8 in)
15 in
(8 in)
12 in
(8 in)
12 in
S53-98
S53-93
S53-85
S53-77
S53-74
S53-69
S53-60
S53-47
S53-46
S52-96
S52-95
S52-88
S52-80
S43-14
S53-103
S52-105
S52-104
Legend
±
Figure Exported: 7/16/2024 By: nbarreralopez Using: \\woodardcurran.net\shared\Projects\0012307.00 Santa Clara CA Sewer Master Plan Update\wip\C. GIS\3. ArcGIS Pro\SantaClaraSewerMasterPlan2023.aprx Project #: 0012307.00
Map Created: July 2024
0 0.03 0.05 0.1
Miles
Project 6
CMC Basin
Santa Clara Sewer Master
Plan Update
Capacity Improvement Project
!( Manholes
Project Sewers
& Other Modeled Sewers
(8-in)
10-in
(Existing Diameter)
Proposed Diameter
S Wo
lfe Rd
Creek Blvd
M
iller Ave
G2

UPERTINO

Y V ALE
Tasm an Dr
N 1st St
M onroe St
K
iely Bl
v
d
San T
o
mas
Expy
237
G4
San José Mineta
International
Airport
S ANTA
CLARA
Project 6: CMC Basin - Santa Maria Avenue
Capacity Deficiency Profile View
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Project 6: CMC Basin - Santa Maria Avenue
Project Solution Profile View
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Upsizing
Project 6: CMC Basin - Amethyst Drive
Capacity Deficiency Profile View
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Project 6: CMC Basin - Amethyst Drive
Project Solution Profile View
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Upsizing
Project 7: Bowers Avenue
Project No. ……………………………………………………………………………………………………………………………………………… 7 Project ID ……………………………………………………………………………………………………………………………………………… Bowers Avenue Project Location ……………………………………………………………………………………………………………………………………………… Bowers Ave from Chromite Dr to Walsh Ave Description ……………………………………………………………………………………………………………………………………………… 2605 LF of 30-inch diameter pipe Priority ……………………………………………………………………………………………………………………………………………… 4 Flow Confidence Level……………………………………………………………………………………………………………………………………………… 5 Loads Trigger ……………………………………………………………………………………………………………………………………………… Long-Term Future Loads (LTFL) Design Flow Trigger ……………………………………………………………………………………………………………………………………………… Wet Weather Flow (WWF) Physical Network Trigger ……………………………………………………………………………………………………………………………………………… Lined Model Network (LMN) Estimated Capital Improvement Cost ……………………………………………………………………………………………………………………………………………… $8,047,000 Comments ……………………………………………………………………………………………………………………………………………… Assumptions ……………………………………………………………………………………………………………………………………………… (i) New diameter based on pipe replacement. (ii) Cost estimates are based on CCI of 15367.24 from the August 2024 ENR.

Alternatives ……………………………………………………………………………………………………………………………………………… N.A.

PROJECT COST DETAIL

E Arques Ave
L
a
R
amb
l
a
A
v
e
Cop
per R
d
Agate Dr
Monroe St
E Arques Ave
Oakmead Pk
w
y
Scott Blvd
Kifer Rd
Co
r
v
in D
r
P
ancoa
st P
l
Urani
um D
r
Central Expy
Mon
tice
llo Way
Amethyst Dr
Cast
e
l
l
o Way
Vincent Dr
Agate Dr
Agate Dr
Borax Dr
Marc
hes
e Wa
y
Crystal Dr
G
lade Dr
Monroe St
Rainbow Child
Development
Center
Scott Blvd
Co
ronad
Montgom
e
r
Coronado Dr
Coronado D
r
W
a
l
s
h
Ave
Mead Ave
Northwestern Pk
w
y
Kifer Rd Condensa St Bowers
Ave
Central Expy
Chromite Dr
South Dr
Agate Dr
Moraine Dr
Bracher Park
Bracher
Elementary
School
Duane Ave
Olcott
S
t
Scott Blvd
San
Tomas
Expy
S
a
n
To
mas
A
q
u
ino Creek
O
lc
o
t
t St
Scott Blvd
S
t
e
n
d
e
r Way
San Tomas
Exp
y
Lawson
L
n
Central Expy
G4
Walsh Ave
Walsh Ave
South 101
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30 in
(25.7 in)
30 in
S53-7
S63-36
S63-35
S63-27
S63-26
S63-20
S53-34
S53-22
S53-21
S53-111
Legend
±
Figure Exported: 9/10/2024 By: nbarreralopez Using: \\woodardcurran.net\shared\Projects\0012307.00 Santa Clara CA Sewer Master Plan Update\wip\C. GIS\3. ArcGIS Pro\SantaClaraSewerMasterPlan2023_TMFigures.aprx Project #: 0012307.00
Map Created: July 2024
0 0.05 0.1 0.2
Miles
Project 7
Bowers Ave
Santa Clara Sewer Master
Plan Update
Capacity Improvement Project
!( Manholes
Project Sewers
& Other Modeled Sewers
!( Manholes
(8-in)
10-in
(Existing Diameter)
Proposed Diameter
S Wo
lfe Rd
Creek Blvd
M
iller Ave
G2

UPERTINO

Y V ALE
Tasm an Dr
N 1st St
M onroe St
K
iely Bl
v
d
San T
o
mas
Expy
237
G4
San José Mineta
International
Airport
S ANTA
CLARA
Railroad crossing
Many bends; consider
new alignment along
street right-of-way
Project 7: Bowers Ave
Capacity Deficiency Profile View
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Segment’s details are in the next
page
Project 7: Bowers Ave
Capacity Deficiency Profile View (Zoomed-in section)
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Project 7: Bowers Ave
Project Solution Profile View
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Upsizing
Segment’s details are in the
next page
Project 7: Bowers Ave
Project Solution Profile View (Zoomed-in section)
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Project 8: Calabazas Trunk
Project No. ……………………………………………………………………………………………………………………………………………… 8 Project ID ……………………………………………………………………………………………………………………………………………… Calabazas Trunk Project Location ……………………………………………………………………………………………………………………………………………… Calabazas Creek from S of Agate Dr to Central Expwy Description ……………………………………………………………………………………………………………………………………………… 2791 LF of 18 to 27-inch diameter pipe Priority ……………………………………………………………………………………………………………………………………………… 2 Flow Confidence Level……………………………………………………………………………………………………………………………………………… 5 Loads Trigger ……………………………………………………………………………………………………………………………………………… Existing Loads (EL) Design Flow Trigger ……………………………………………………………………………………………………………………………………………… Wet Weather Flow (WWF) Physical Network Trigger ……………………………………………………………………………………………………………………………………………… Lined Model Network (LMN) Estimated Capital Improvement Cost ……………………………………………………………………………………………………………………………………………… $8,731,000 Comments ……………………………………………………………………………………………………………………………………………… Assumptions ……………………………………………………………………………………………………………………………………………… (i) New diameter based on pipe replacement. (ii) Cost estimates are based on CCI of 15367.24 from the August 2024 ENR.

Alternatives ……………………………………………………………………………………………………………………………………………… N.A.

PROJECT COST DETAIL

La R
a
m
b
la Ave
Copper R
d
Boyter Pl
M
i
l
l
i
kin
P
l
Rambla Pl
Feliz Rd
Sanor Pl
La
wren
c
e
E
x
p
y
La
wre
n
ce E
x
p
y
Central Expy
Ryder St
S
an
Z
e
no Way
Kifer Rd
Kifer Rd La
w
rence Sta
t
ion Rd
L
a
w
ren
c
e
E
x
py
Lawre
n
c
e
Expy
awrence
rain Station
outhbound
Agate Dr
Ca
l
a
b
azas Creek
Corvin Dr ad Pkw
y
Pancoast P
l
Noyce
P
l
Sanor Pl
Feliz Rd
E
i
c
her
s
P
l
Central Expy
Central Expy
Calabazas
Cree
k
Kifer Rd
Agate Dr
Oakmead
Vi
l
l
age
Dr
Central Expy
Central Expy
Kifer Rd
Uranium D
r
Mead Ave
Agate Dr
Mor
a
ine D
r
Oa
kmead Village Ct
Bo
w
ers
A
v
e
Central Expy
Walsh Av
Mead Ave
Kifer Rd
B
owe
rs
Ave
Agate Dr
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New Pipe
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(22.8 in)
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S52-4
S62-53
S62-52
S62-51
S62-48
S62-40
S62-39
S62-38
S62-34
S62-33
S62-31
S62-29
S62-10
Legend
±
Figure Exported: 9/10/2024 By: nbarreralopez Using: \\woodardcurran.net\shared\Projects\0012307.00 Santa Clara CA Sewer Master Plan Update\wip\C. GIS\3. ArcGIS Pro\SantaClaraSewerMasterPlan2023_TMFigures.aprx Project #: 0012307.00
Map Created: July 2024
0 0.04 0.07 0.15
Miles
Project 8
Calabazas Trunk
Santa Clara Sewer Master
Plan Update
Capacity Improvement Project
!( Manholes
Project Sewers
& Other Modeled Sewers
(8-in)
10-in
(Existing Diameter)
Proposed Diameter
S Wo
lfe Rd
Creek Blvd
M
iller Ave
G2

UPERTINO

Y V ALE
Tasm an Dr
N 1st St
M onroe St
K
iely Bl
v
d
San T
o
mas
Expy
237
G4
San José Mineta
International
Airport
S ANTA
CLARA
&
&
Pipes will be resloped
Railroad crossings
Consider eliminating
bend with new
alignment, if possible.

Project 8: Calabazas Trunk
Capacity Deficiency Profile View
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Segment’s details are
in the next page
Project 8: Calabazas Trunk
Capacity Deficiency Profile View (Zoomed-in section)
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Project 8: Calabazas Trunk
Project Solution Profile View
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Upsizing
Re-sloping
New 18” pipe between MHs S62-
37 and S62-38, parallel to existing
pipe
Segment’s details are
in the next page
Project 8: Calabazas Trunk
Project Solution Profile View (Zoomed-in section)
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network New 18” pipe between MHs S62-
37 and S62-38, parallel to existing
pipe
Project 9: Freedom Circle
Project No. ……………………………………………………………………………………………………………………………………………… 9 Project ID ……………………………………………………………………………………………………………………………………………… Freedom Circle Project Location ……………………………………………………………………………………………………………………………………………… Mission College Blvd from Freedom Cir to west of Great America Pkwy Description ……………………………………………………………………………………………………………………………………………… 1886 LF of 15-inch diameter pipe Priority ……………………………………………………………………………………………………………………………………………… 5 Flow Confidence Level……………………………………………………………………………………………………………………………………………… N/A Loads Trigger ……………………………………………………………………………………………………………………………………………… Long-Term Future Loads (LTFL) Design Flow Trigger ……………………………………………………………………………………………………………………………………………… Dry Weather Flow (DWF) Physical Network Trigger ……………………………………………………………………………………………………………………………………………… Unlined Model Network (UMN) Estimated Capital Improvement Cost ……………………………………………………………………………………………………………………………………………… $3,830,000 Comments ……………………………………………………………………………………………………………………………………………… Assumptions ……………………………………………………………………………………………………………………………………………… (i) New diameter based on pipe replacement. (ii) Cost estimates are based on CCI of 15367.24 from the August 2024 ENR.

Alternatives ……………………………………………………………………………………………………………………………………………… N.A.

PROJECT COST DETAIL

Mission College
Blvd
Mission College Blvd
Mission College Blvd
Mission College Blvd
Mission College Blvd
Great America
Pkwy
Great
America Pkwy
Mission College
B
lvd
Mission College
B
lvd
Our Ladys Way
G
reat
America
Pkw
y
Great A
meri
ca Pkwy
Mission College Blvd
Mission College Blvd
F
reedom
Cir
Mission College Blvd
Mission College Blvd
Mission College Blvd
Mission College Blv
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15 in
(12 in)
15 in
S84-12
S84-11
S84-10
S83-33
S83-18
S83-15
S83-14
S83-13
Legend
±
Figure Exported: 9/10/2024 By: nbarreralopez Using: \\woodardcurran.net\shared\Projects\0012307.00 Santa Clara CA Sewer Master Plan Update\wip\C. GIS\3. ArcGIS Pro\SantaClaraSewerMasterPlan2023_TMFigures.aprx Project #: 0012307.00
Map Created: July 2024
0 0.01 0.03 0.05
Miles
Project 9
Freedom Circle
Santa Clara Sewer Master
Plan Update
Capacity Improvement Project
!( Manholes
Project Sewers
& Other Modeled Sewers
(8-in)
10-in
(Existing Diameter)
Proposed Diameter
S Wo
lfe Rd
Creek Blvd
M
iller Ave
G2

UPERTINO

Y V ALE
Tasm an Dr
N 1st St
M onroe St
K
iely Bl
v
d
San T
o
mas
Expy
237
G4
San José Mineta
International
Airport
S ANTA
CLARA
&
&
Pipes will be upsized
and re-sloped
&
Pipe will be resloped
Project 9: Freedom Circle
Capacity Deficiency Profile View
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Project 9: Freedom Circle
Project Solution Profile View
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Upsizing and
Re-sloping
Re-sloping and
connecting to
higher elevation
Project 10: Patrick Henry Drive
Cost estimate not included because project will be paid for by the developer.

Pecos Way
Palamos Ave
Prescott Ave
Sandia Ave
Ca
labazas Creek
Fairwood Av
e
Patrick Henry D
r
Democracy Way
Pecos Way
M
a
nza
n
o Wa
y
Palamos Ave
Prescott Ave
Tasman Dr
Fairwood School
Reamwood
Station
Westbound
Reamwood
Station
Eastbound
Patrick Henry Dr
Fairwood Ave
Sandia
Ave
Manzano Way
San Tomas Aquino
Creek
Old Ironsides
D
r
Tasman Dr
Great A
mer
i
ca Pkwy
California's
Great America
Old Ironsides
Station
Great America
Station
Patrick Henry Dr
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S83-1 S83-2 S83-3 S83-5
S82-8 S82-7
S82-6
S82-5
S82-4
S82-3
S82-2
S82-1
S93-59 S93-60
S93-56
S93-55
S93-53
S92-17
S92-16
NEWSSMH1
Legend
±
Figure Exported: 9/2/2024 By: nbarreralopez Using: \\woodardcurran.net\shared\Projects\0012307.00 Santa Clara CA Sewer Master Plan Update\wip\C. GIS\3. ArcGIS Pro\SantaClaraSewerMasterPlan2023_TMFigures.aprx Project #: 0012307.00
Map Created: July 2024
0 0.05 0.1 0.2
Miles
Project 10
Patrick Henry Drive
Santa Clara Sewer Master
Plan Update
Capacity Improvement Project
!( PHD Manholes
PHD Sewers
& Other Modeled Sewers
(8-in)
10-in
(Existing Diameter)
Proposed Diameter
S Wo
lfe Rd
Creek Blvd
M
iller Ave
G2

UPERTINO

Y V ALE
Tasm an Dr
N 1st St
M onroe St
K
iely Bl
v
d
San T
o
mas
Expy
237
G4
San José Mineta
International
Airport
S ANTA
CLARA
Project 10: Patrick Henry Drive
Project Solution Profile View
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network 2,262 LF of new 6- to 12-inch PHD sewers tributaries to main profile.

Project 11: Mission Point
Cost estimate not included because project will be paid for by the developer.

Elko Dr
Anv
i
lwood Ave
Pecos Way
Palamos Ave
Calabazas Cr
eek
Patr
ick
He
n
ry D
r
Elko Dr
Hamm
erwo
od Ave
Bunker Hill Ln
R
eamwoo
d
Ave
Betsy Ros
s
D
r
F
o
r
g
e
w
o
od A
v
e
Ca
labazas Creek
Fair
w
o
od Av
e
Patr
ick Henry
D
r
Democracy Way
Pecos Way
Manzano Way
Palamos Ave
Prescott Ave
Tasman Dr
Reamwood
Station
Westbound
Reamwood
Station
Eastbound
San Tomas Aquino Creek
Bunker Hill Ln
Stars and Stripes D
Great Ame
rica
Pkw
y
San Tomas Aquino
Creek
Old Ironside
s
Dr
Great Am
e
r
ica Pkw
y
Old Ironsides
Station
Great America
Station
Stars and Stripes Dr
Calle del Mun
Lafayette
St
Great America
Amtrak Station
San Tomas Aquino
Creek
Lakes
hore
D
r
Bill Walsh Way
Gianera St
Levi's Stadium
Santa Clara
Youth Soccer
Park
Levi's Stadium
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OS-1
PHD-9
PHD-6 PHD-7 PHD-8 PHD-5 PHD-4
PHD-3
PHD-1
OIS-6
OIS-5
S93-48
S93-38
S92-12
PHD-19
PHD-18
PHD-16 PHD-17
PHD-15
PHD-14
PHD-13
PHD-12
PHD-11
PHD-10
SSMH-46
SSMH-32
SSMH-24
SSMH-22 12 in
12 in
12 in
12 in
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12 in
12 in
12 in
12 in
Legend
±
Figure Exported: 9/10/2024 By: nbarreralopez Using: \\woodardcurran.net\shared\Projects\0012307.00 Santa Clara CA Sewer Master Plan Update\wip\C. GIS\3. ArcGIS Pro\SantaClaraSewerMasterPlan2023_TMFigures.aprx Project #: 0012307.00
Map Created: July 2024
0 0.05 0.1 0.2
Miles
Project 11
Mission Point
(Revised Option 2A)
Santa Clara Sewer Master
Plan Update
Capacity Improvement Project
!( Mission Point Manholes
Mission Point Sewers
& Other Modeled Sewers
(8-in)
10-in
(Existing Diameter)
Proposed Diameter
S Wo
lfe Rd
Creek Blvd
M
iller Ave
G2

UPERTINO

Y V ALE
Tasm an Dr
N 1st St
M onroe St
K
iely Bl
v
d
San T
o
mas
Expy
237
G4
San José Mineta
International
Airport
S ANTA
CLARA
Project 11: Mission Point
Project Solution Profile View 1 of 3
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network All Pipes in the profile are new.

Project 11: Mission Point
Project Solution Profile View 2 of 3
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network 785 LF of new 12-inch sewers tributaries to profile in Old Ironsides Drive All Pipes in the profile are new.

Project 11: Mission Point
Project Solution Profile View 3 of 3
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network 506 LF new of 12-inch sewers tributaries to profile in Old Glory Ln All Pipes in the profile are new.

Project 12: GAP West Trunk
Project No. ……………………………………………………………………………………………………………………………………………… 12 Project ID ……………………………………………………………………………………………………………………………………………… GAP West Trunk Project Location ……………………………………………………………………………………………………………………………………………… S of West Tasman Dr to Lafayette St Description ……………………………………………………………………………………………………………………………………………… 4810 LF of 36 to 42-inch diameter pipe Priority ……………………………………………………………………………………………………………………………………………… 3 Flow Confidence Level……………………………………………………………………………………………………………………………………………… 2 Loads Trigger ……………………………………………………………………………………………………………………………………………… Long-Term Future Loads (LTFL) Design Flow Trigger ……………………………………………………………………………………………………………………………………………… Wet Weather Flow (WWF) Physical Network Trigger ……………………………………………………………………………………………………………………………………………… Unlined Model Network (UMN) Estimated Capital Improvement Cost ……………………………………………………………………………………………………………………………………………… $17,781,000 Comments ……………………………………………………………………………………………………………………………………………… Assumptions ……………………………………………………………………………………………………………………………………………… (i) New diameter based on pipe replacement. (ii) Cost estimates are based on CCI of 15367.24 from the August 2024 ENR.

Alternatives ……………………………………………………………………………………………………………………………………………… City may wish to consider evaluating alternatives during preliminary design that would replace or remove this siphon that crosses under the San Tomas Aquino Creek, if feasible.

PROJECT COST DETAIL

Old Mountain View-Alviso Rd
P
atric
k
H
en
ry
D
r
Bunker Hill Ln
Bets
y
R
oss Dr
ain View Alviso Rd
Pa
t
r
ick He
n
ry D
r
Democracy Way
Tasman Dr
San Tomas Aquino Creek
Bunker Hill Ln
Stars and Stripes Dr
Gre
a
t Ame
r
i
ca Pkw
y
Santa Clara Golf
and Tennis Club
San Tomas Aquino
Creek
Tasman Dr
Great Ame
r
i
ca Pkwy
Old Ironsides
Station
Great America
Station
Guadalupe River
Calle de Luna
Stars
and Stripes Dr
Calle del Mundo
Tasman Dr
Lafayette St
Kathryn Hughes
Elementary
School
Great America
Amtrak Station
Lick Mill Station
Westbound
Avenida de Las Flore
Hogan Dr
Calle de Primavera
Fairway Glen Dr
Bill Walsh Way
Levi's Stadium
Fairway Glen
Park
Santa Clara
Youth Soccer
Park
Levi's Stadium
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(31.7 in)
42 in
(28.9 in)
36 in
(28.5 in)
36 in
(28.8 in)
42 in
(31.4 in)
42 in
(31.7 in)
42 in
S93-4
S93-42
S93-36
S93-21
S103-9
S104-51
S104-26
S104-24
S104-23
S104-19
S103-22
S103-19
S103-16
S103-12
S103-10
Legend
±
Figure Exported: 9/3/2024 By: nbarreralopez Using: \\woodardcurran.net\shared\Projects\0012307.00 Santa Clara CA Sewer Master Plan Update\wip\C. GIS\3. ArcGIS Pro\SantaClaraSewerMasterPlan2023_TMFigures.aprx Project #: 0012307.00
Map Created: July 2024
0 0.05 0.1 0.2
Miles
Project 12
GAP West Trunk
Santa Clara Sewer Master
Plan Update
Capacity Improvement Project
!( Manholes
Project Sewers
& Other Modeled Sewers
(8-in)
10-in
(Existing Diameter)
Proposed Diameter
S Wo
lfe Rd
Creek Blvd
M
iller Ave
G2

UPERTINO

Y V ALE
Tasm an Dr
N 1st St
M onroe St
K
iely Bl
v
d
San T
o
mas
Expy
237
G4
San José Mineta
International
Airport
S ANTA
CLARA
Siphon crossing
creek not included
in project
Light rail crossing
Project 12: GAP West Trunk
Capacity Deficiency Profile View
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Project 12: GAP West Trunk
Project Solution Profile View
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Upsizing
Upsizing
PHD. Not part of the
Project
Project 13: GAP East Trunk
Project No. ……………………………………………………………………………………………………………………………………………… 13 Project ID ……………………………………………………………………………………………………………………………………………… GAP East Trunk Project Location ……………………………………………………………………………………………………………………………………………… Old Glory Ln to S of Bunker Hill Ln; Stars and Stripes Dr Description ……………………………………………………………………………………………………………………………………………… 231 LF of 39-inch diameter pipe Priority ……………………………………………………………………………………………………………………………………………… 4 Flow Confidence Level……………………………………………………………………………………………………………………………………………… 2 Loads Trigger ……………………………………………………………………………………………………………………………………………… Long-Term Future Loads (LTFL) Design Flow Trigger ……………………………………………………………………………………………………………………………………………… Wet Weather Flow (WWF) Physical Network Trigger ……………………………………………………………………………………………………………………………………………… Lined Model Network (LMN) Estimated Capital Improvement Cost ……………………………………………………………………………………………………………………………………………… $1,002,000 Comments ……………………………………………………………………………………………………………………………………………… Assumptions ……………………………………………………………………………………………………………………………………………… (i) New diameter based on pipe replacement. (ii) Cost estimates are based on CCI of 15367.24 from the August 2024 ENR.

Alternatives ……………………………………………………………………………………………………………………………………………… U/S
MH ID
D/S
MH ID
Existing Diameter
(inches)
New
Diameter
(inches)
Length
(feet)
Slope
(%)
Pipe Depth
(feet BGL)
Existing
Pipe
Capacity
(mgd)
Future
Pipe
Capacity
(mgd)
Long-Term
Future
PDWF
(mgd)
Long-Term
Future
PWWF
(mgd)
Long-Term
Future DWF
Velocity
(ft/sec)
Open Cut
Cost
Trenchless
Installation
Trenchless
Casing Size
Unit Cost
($/LF)
Total Cost
($)
S83-20 S83-34 31 39 71 0.21 14 13.68 24.47 12.45 13.84 3.20 $1,289 $1,289 $ 91,906 S83-34 S83-18 31 39 160 0.09 14 9.14 16.35 12.45 13.83 3.19 $1,289 $1,289 $ 205,982 Total Baseline Pipe Construction Cost $ 297,888
Total Trenchless Installation Cost $ -
No Jacking Pit $ -
No Receiving Pit $ -
Installation or Adjustment of Weir in Existing Manhole Structure $ - Lateral Reconnection Cost (Approx. 1) $ 500
Modify Existing Manholes Cost (Approx. 9) $ 157,500
Baseline Construction Cost: $ 455,888
Dewatering $ 20,799
Bypass Pumping $ 29,789
Remove & Replace Factor $ 14,894
Traffic Control (20%) $ 59,578
Pavement Restoration (T-trench) $ 6,551
Subtotal: $ 587,499
Mobilization/Demobilization (5% of subtotal) $ 29,374.94 Estimated Construction Cost Subtotal: $ 616,874
Contingencies (30% of construction subtotal) $ 185,062.11 Estimated Construction Cost: $ 801,936
Engineering and Inspection(25% ofconstruction cost) $ 200,484 Estimated Capital Improvement Cost: $ 1,002,000
(Note: Cost estimates are based on August 2024 ENR CCI of 15367.24 for the San Francisco Area) (v)
(vi)

PROJECT COST DETAIL

City may wish to consider evaluating alternatives during preliminary design that would replace or remove the siphons crossing under Hetch Hetchy and San Tomas Aquino Creek, if feasible.

West Valley
College Mission
Campus
Great
Am
erica
Pkwy
Great A
merica Pkwy
Mis
sio
n College Blvd
Our Ladys Way
Gr
eat America Pkwy
Great America P
k
w
y
Mission College Blvd
Freedom Cir
Mission College
Blvd
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S83-34
S83-20
S83-18
(31.4 in)
39 in
Legend
±
Figure Exported: 10/15/2024 By: nbarreralopez Using: \\woodardcurran.net\shared\Projects\0012307.00 Santa Clara CA Sewer Master Plan Update\wip\C. GIS\3. ArcGIS Pro\SantaClaraSewerMasterPlan2023_TMFigures.aprx Project #: 0012307.00
Map Created: July 2024
0 0.04 0.07 0.14
Miles
Project 13
GAP East Trunk
Santa Clara Sewer Master
Plan Update
Capacity Improvement Project
!( Manholes
Project Sewers
& Other Modeled Sewers
(8-in)
10-in
(Existing Diameter)
Proposed Diameter
S Wo
lfe Rd
Creek Blvd
M
iller Ave
G2

UPERTINO

Y V ALE
Tasm an Dr
N 1st St
M onroe St
K
iely Bl
v
d
San T
o
mas
Expy
237
G4
San José Mineta
International
Airport
S ANTA
CLARA
Project 13: GAP East Trunk
Capacity Deficiency Profile View
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Segment’s details are in the next
page
Project 13: GAP East Trunk
Capacity Deficiency Profile View (Zoomed-in section)
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Project 13: GAP East Trunk
Project Solution Profile View
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Upsizing
Upsizing
Upsizing
Segment’s details are in the
next page
Project 13: GAP East Trunk
Project Solution Profile View (Zoomed-in section)
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Project 14: Bunker Hill Lane East
Project No. ……………………………………………………………………………………………………………………………………………… 14 Project ID ……………………………………………………………………………………………………………………………………………… Bunker Hill Lane East Project Location ……………………………………………………………………………………………………………………………………………… E of Great America Pkwy Description ……………………………………………………………………………………………………………………………………………… 107 LF of 8-inch diameter pipe Priority ……………………………………………………………………………………………………………………………………………… 7 Flow Confidence Level……………………………………………………………………………………………………………………………………………… N/A Loads Trigger ……………………………………………………………………………………………………………………………………………… Long-Term Future Loads (LTFL) Design Flow Trigger ……………………………………………………………………………………………………………………………………………… Wet Weather Flow (WWF) Physical Network Trigger ……………………………………………………………………………………………………………………………………………… Unlined Model Network Estimated Capital Improvement Cost ……………………………………………………………………………………………………………………………………………… $301,000 Comments ……………………………………………………………………………………………………………………………………………… Assumptions ……………………………………………………………………………………………………………………………………………… (i) New diameter based on pipe replacement. (ii) Cost estimates are based on CCI of 15367.24 from the August 2024 ENR.

Alternatives ……………………………………………………………………………………………………………………………………………… N.A.

PROJECT COST DETAIL

Bunker Hill Ln
Grea
t America Pkwy
Gre
at Am
erica Pkwy
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(6 in)
8 in
S93-7 S93-10
Legend
±
Figure Exported: 9/3/2024 By: nbarreralopez Using: \\woodardcurran.net\shared\Projects\0012307.00 Santa Clara CA Sewer Master Plan Update\wip\C. GIS\3. ArcGIS Pro\SantaClaraSewerMasterPlan2023_TMFigures.aprx Project #: 0012307.00
Map Created: July 2024
0 0.01 0.02 0.04
Miles
Project 14
Bunker Hill Lane East
Santa Clara Sewer Master
Plan Update
Capacity Improvement Project
!( Manholes
Project Sewers
& Other Modeled Sewers
(8-in)
10-in
(Existing Diameter)
Proposed Diameter
S Wo
lfe Rd
Creek Blvd
M
iller Ave
G2

UPERTINO

Y V ALE
Tasm an Dr
N 1st St
M onroe St
K
iely Bl
v
d
San T
o
mas
Expy
237
G4
San José Mineta
International
Airport
S ANTA
CLARA
Project 14: Bunker Hill Lane East
Capacity Deficiency Profile View
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Project 14: Bunker Hill Lane East
Project Solution Profile View
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Upsizing
Project 15: Lafayette Street
Project No. ……………………………………………………………………………………………………………………………………………… 15 Project ID ……………………………………………………………………………………………………………………………………………… Lafayette Street Project Location ……………………………………………………………………………………………………………………………………………… N of Calle del Mundo to S of Great America Wy Description ……………………………………………………………………………………………………………………………………………… 2290 LF of 42 to 48-inch diameter pipe Priority ……………………………………………………………………………………………………………………………………………… 3 Flow Confidence Level……………………………………………………………………………………………………………………………………………… 2 Loads Trigger ……………………………………………………………………………………………………………………………………………… Long-Term Future Loads (LTFL) Design Flow Trigger ……………………………………………………………………………………………………………………………………………… Wet Weather Flow (WWF) Physical Network Trigger ……………………………………………………………………………………………………………………………………………… Unlined Model Network (UMN) Estimated Capital Improvement Cost ……………………………………………………………………………………………………………………………………………… $7,515,000 Comments ……………………………………………………………………………………………………………………………………………… Assumptions ……………………………………………………………………………………………………………………………………………… (i) New diameter based on pipe replacement. (ii) Cost estimates are based on CCI of 15367.24 from the August 2024 ENR.

Alternatives ……………………………………………………………………………………………………………………………………………… N.A.

PROJECT COST DETAIL

PROJECT DESCRIPTION
(i) Pipes are listed in order from upstream to downstream. (ii) A 50/50 flow split was assumed at the Lawrence/Homestead gate structure which splits flow between the eastern sewer on Homestead Rd or the northern sewer on Lawrence Expwy. (iii) Project would also include some re-sloping of the existing pipe segments from manhole S104-22 to S104-14; per record information, the existing slope is minimal at approximately 0.02 percent.
(iv) Lined model network includes assumed future lining of Lafayette Trunk. 237
237
Great
America Way
G
rea
t Am
e
r
ica P
kwy
L
afayette St
Mountain View Alviso Rd
Mountain View Alviso Rd
Stars and Stripes Dr
G
rea
t Am
erica P
kwy
Lafayette St
Santa Clara Golf
and Tennis Club
Pinefield Rd
Guadalupe River
Stars
and Stripes Dr
Calle del Mundo
Renaissance Dr
Lafayette St
Lick Mill Blvd
Lick Mill Station
Westbound
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(34.2 in)
48 in
(39.9 in)
48 in
(34.2 in)
42 in
(40.3 in)
48 in
(40.3 in)
48 in
(40.3 in)
48 in
S104-8
S104-29
S104-28
S104-22
S104-17
S104-16
S104-14
Legend
±
Figure Exported: 9/10/2024 By: nbarreralopez Using: \\woodardcurran.net\shared\Projects\0012307.00 Santa Clara CA Sewer Master Plan Update\wip\C. GIS\3. ArcGIS Pro\SantaClaraSewerMasterPlan2023_TMFigures.aprx Project #: 0012307.00
Map Created: July 2024
0 0.04 0.07 0.15
Miles
Project 15
Lafayette St
Santa Clara Sewer Master
Plan Update
Capacity Improvement Project
!( Manholes
Project Sewers
& Other Modeled Sewers
(8-in)
10-in
(Existing Diameter)
Proposed Diameter
S Wo
lfe Rd
Creek Blvd
M
iller Ave
G2

UPERTINO

Y V ALE
Tasm an Dr
N 1st St
M onroe St
K
iely Bl
v
d
San T
o
mas
Expy
237
G4
San José Mineta
International
Airport
S ANTA
CLARA
&
&
Pipes will be resloped and upsized
Project 15: Lafayette Street
Capacity Deficiency Profile View
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Project 15: Lafayette Street
Project Solution Profile View
Model Run Scenario: Wet Weather, Long-Term Future Loads, and Lined Model Network Upsizing
Upsizing and
Re-sloping
woodardcurran.com
Appendix K
Sewer Utility Budget
FY 20 2 5/ 2 6 A N D F Y 2 02 6 / 2 7 P RO P O S E D OP E R A T I NG B UD G E T | W AT E R & S E W E R UT I L I T IE S DE P AR T ME N T Water and Sewer Utilities Department Description
The Water and Sewer Utilities Department provides planning, design, construction, maintenance, and operation of the City's water distribution system, sewer collection system, and recycled water system. The three utilities, water, sewer, and recycled water, operate independently and charge rates to recover the costs of providing these services to Santa Clara residents and businesses, including capital investment in City infrastructure and funding of needed reserves.

In 2024, the Water Utility produced and distributed 6.9 billion gallons of water to approximately 26,000 service connections, delivered through approximately 335 miles of water main. Of the total water supply, 50% is obtained from the City's wells and 30% is treated water purchased from two wholesale potable water agencies. Approximately 20% of the City’s water supply is met with recycled water delivered through the South Bay Water Recycling system. The Department oversees:
• Design, construction, distribution, metering, quality monitoring, and system operation and system maintenance for both potable and recycled water.
• Collection and conveyance of wastewater for approximately 26,000 accounts and assessment, maintenance, or repair for more than 288 miles of sewer mains as required. • Construction, operation, and maintenance of the recycled water system within the Santa Clara city limits. This recycled water system distributes highly treated wastewater for non-potable use. • Review and conditioning of planning applications, building permits, and encroachment permits for new development projects to mitigate impacts on the existing water, recycled water and sewer systems and to provide safe and reliable services to the new developments.

Other activities include:
• Long-term planning for the replacement and/or upsizing of existing and future water and recycled water systems. • Maintain high water quality through routine and special bacteriological sampling and testing. • Annual replacement of existing water mains using internal City forces. • Promote water conservation and environmental sustainability through outreach to the community. • Manage contracts for the construction of new South Bay Recycled Water pipelines. • Coordinate planning efforts for the future expansions of recycled water systems in Santa Clara County (County). • Maintain compliance with State regulations through development plan reviews and site inspections. • Annual testing of all backflows and maintenance of meters. • Respond to customer inquiries, service leaks and main breaks 24 hours a day.

The Sewer Utility operates and maintains a sanitary sewage collection system that collects and conveys wastewater to the jointly owned San José-Santa Clara Regional Wastewater Facility (RWF) for treatment and disposal. The Sewer Utility maintains seven sewer pump stations and the sewer collection pipelines and manholes, and assists the Department of Public Works in the operation and maintenance of 21 stormwater pump stations to ensure reliable service. Additional services include: installing property line clean-outs for access to maintain residential sewer laterals; assisting the industrial waste inspectors from the RWF with investigations of City industries; processing the City of San José wastewater discharge permits and implementing the Sanitary Sewer Management Plan as submitted to the State and Regional Water Quality Control Board.

Bonds are issued to mitigate rate increases while allowing for the repair and replacement of critical infrastructure.

Proceeds from debt were used to pay for repairs and rehabilitation of the Trimble Road Sanitary Sewer main trunk line and capital improvements for the RWF, with these being repaid over the next six years and the next 23 years respectively.
579
FY 20 2 5/ 2 6 A N D F Y 2 02 6 / 2 7 P RO P O S E D OP E R A T I NG B UD G E T | W AT E R & S E W E R UT I L I T IE S DE P AR T ME N T Divisions and Services
The Water and Sewer Utilities Department is organized into five Divisions: Solar Utility; Water Construction, Maintenance, Operations; Water Engineering; Recycled Water Program; and Sewer.

The overall Mission of the Department is to provide the City’s community with high-quality, reliable, economical, and environmentally sustainable water, wastewater and recycled water services in a manner that protects these resources for future generations. The Department’s vision is to ensure clean water and a sustainable future for generations to come through innovation and environmental management of resources while providing an exceptional level of customer and community service.

Solar Utility
Division Mission
Provide installation and maintenance of solar heating systems for commercial, residential, and pool water heating.

Division Objectives
Maintain more than 119 swimming pool systems.

Maintain seven domestic solar hot water systems. Water Construction, Maintenance, Operations
Division Mission
Operate and maintain the Water Utility in a sustainable, cost effective, efficient manner and ensure that the approved levels of service are met.

Division Objectives
Increase reliability of the water system through the replacement of mains and appurtenances at the end of their useful life.

Complete the construction, and installation of approximately 10,000 linear feet of water main.

Construct, repair, and/or rehabilitate at least two groundwater wells each budget cycle to continue to provide reliable water service.

Water Engineering,
Compliance, Conservation
Division Mission
Provide Engineering services that improve and protect the water supply and distribution system while planning for future expansion and upgrades to infrastructure to ensure future reliability.

Division Objectives
Continue to improve the seismic safety of the water utility system.

Continue the use of innovative technology to optimize the management of City water assets and appurtenances.

Support citywide development through plan check review and inspection.

Undertake engineering studies of the condition and reliability of water system assets. 580
FY 20 2 5/ 2 6 A N D F Y 2 02 6 / 2 7 P RO P O S E D OP E R A T I NG B UD G E T | W AT E R & S E W E R UT I L I T IE S DE P AR T ME N T Recycled Water Program
Division Mission
Provide for the safe, efficient, cost effective, and reliable distribution of sustainable and high-quality recycled water which meets all requirements of State regulations and local codes. Deliver services in a cost effective and efficient manner with a focus on outstanding customer service.

Division Objectives
Increase connection of recycled water services for landscape irrigation of commercial and industrial sites, City parks, and school fields.

Increase the use of recycled water for approved uses.

Coordinate planning efforts with South Bay Water Recycling (SBWR) for the future expansions of recycled water systems in the County, and coordinate and compile annual site inspections as required by the State.

Maintain compliance with State regulations through development plan reviews and site inspections.

Design, construct, and maintain recycled water pipelines.

Sewer Division
Mission
Collect, treat, and dispose of wastewater in an efficient, cost-effective, and environmentally safe manner. Provide for maintenance of stormwater pump stations.

Deliver services at approved levels in a cost effective and efficient manner with a focus on outstanding customer service.

Division Objectives
Install property line clean-outs for access for the provision of a courtesy service of maintaining lower laterals for residential sewer customers.

Maintain seven sanitary sewer and twenty-one stormwater pump stations to ensure reliable service.

Assist the pre-treatment program staff from the RWF with investigations of City industries.

Implement Sewer System Management Plan (SSMP) as submitted to the State and Regional Water Quality Control Board.

Clean, conduct condition assessment, and repair or rehabilitate sanitary sewer collection system.
581
FY 20 2 5/ 2 6 A N D F Y 2 02 6 / 2 7 P RO P O S E D OP E R A T I NG B UD G E T | W AT E R & S E W E R UT I L I T IE S DE P AR T ME N T Significant Accomplishments
• Substantially completed the One Water/Sustainable Water Master Plan and Asset Management Plan. • Updated Mission and Vision Statements utilizing a workshop that involved staff from throughout the Department. • Finalized the update to the Water Use Rules and Regulations, including revisions to the potable and recycled water use regulations, adoption of State Model Water Efficient Landscape Ordinance (MWELO) goals as they relate to State regulations, and adoption of portions of Valley Water’s Water Conservation Ordinances. • Completed sewer condition assessment projects via closed-circuit television (CCTV), which is used to rate infrastructure and inform the capital improvement program (CIP). Notably, began CCTV of the City’s force mains that deliver wastewater to the Regional Wastewater Facility. Approximately 184,000 linear feet of CCTV assessments were completed.
• Completed and coordinated major CIP projects for both the Water ($7 million) and Sewer ($7.7 million) Utilities as well as RWF projects that amounted to approximately $10 million. • Continued to work and negotiate with Valley Water and the City of San José regarding the Purified Water Project Expansion to be located at the RWF and continued to work with San José and San Francisco on a proposed design for the South Bay Purified Water Project.
• Continued to meet monthly and work with the Bay Area Water Supply and Conservation Agency (BAWSCA), City of San José and San Francisco regarding securing permanent status with San Francisco Public Utilities Commission (SFPUC) for water supply by 2028.
• Finalized work and negotiations on the Tier 2 Allocation Plan, which is being updated by BAWSCA for use during a drought when potable water cutbacks are required per the amended City of San Francisco Water Supply Agreement (WSA). As a result of negotiations, Santa Clara is now being treated equally with drought cutbacks as compared to other permanent SFPUC customers. Santa Clara will now have reduced cutbacks during a drought as a result of the new negotiated allocations.
• Initiated a joint project with Valley Water to switch the City’s 21 well sites to Advance Meter Infrastructure (AMI). This project with Valley Water was initiated to improve billing accuracies and reduce manual meter reading by Santa Clara and Valley Water staff.
• Initiated an AMI pilot program and leak detection pilot to test water meter technologies for residential and commercial properties. The Department will setup 30 site locations to test the technology and will work with the Finance Department and Silicon Valley Power (SVP) to leverage existing technology and infrastructure installed by SVP and explore current capabilities of the billing system in order to accept the remote reads. Once the proof of concept is complete, a phased full-scale project will be planned. The pilot project will be completed in 2025. • Completed Phase 2 of the Supervisory Control and Data Acquisition (SCADA) CIP implementation and fiber connectivity for Water and Sewer Utilities at remote water and sewer sites. This past year, 10 sites received Remote Terminal Unit (RTU) hardware upgrades for a total of 34 sites now with the upgrade. In partnership with SVP, five new sites received fiber optic connectivity, bringing the total number of sites with fiber to 30. Only four fiber sites remain for installation in 2025.
• Completed the Water, Sewer and Recycled Water Rate Study with Council approval in FY 2024/25. • Continued to maintain full compliance with all water quality regulations, protect public health and water quality, and enhance potable water quality in the distribution system. Completed additional public outreach on water quality. • Met the goal of rehabilitating two groundwater wells per year. Well 34 and Well 18 were rehabilitated and will be back online. In addition, an assessment of Well 32 was completed. • Completed installation of 17,500 linear feet of replacement water main, exceeding the annual goal of 10,000 linear feet of water main replacement.
• Completed recertification of sewer operations staff for sewer pipeline, manhole and lateral condition assessment (PACP, MACP, LACP).
582
FY 20 2 5/ 2 6 A N D F Y 2 02 6 / 2 7 P RO P O S E D OP E R A T I NG B UD G E T | W AT E R & S E W E R UT I L I T IE S DE P AR T ME N T • Completed annual testing of approximately 3,900 backflow preventors within the City. • Completed the Federal and State Lead and Copper Rule customer service line inventory survey by October 16, 2024, including reporting the results to the State Department of Drinking Water. No customer lead service lines were identified during the survey.
• Continued to implement State water use efficiency requirements to keep Santa Clara’s residential gallon per capita per day (gpcd) below 55 gpcd. Santa Clara met the requirement with a 51.8 gpcd for 2024. Conservation rebate programs, increased outreach and partnering with Valley Water and BAWSCA continue to assist the City in lowering its gpcd.
• Finalized negotiations on Approval/Acceptance Letter from the Division of Drinking Water (DDW) for Related Santa Clara Development Operations and Maintenance Plan for Phase 1. DDW has approved the Operations and Maintenance Program, and the City has received the Acceptance Letter from DDW. The City may now proceed with the final design of the water system infrastructure.
• Completed design of Phase 3 of the Citywide Generator Replacement project consisting of two water sites and one sewer site.
• Received the California Water Environment Association’s (CWEA) Collection System of the Year 2024 award for a medium-sized utility in the field of wastewater.
• Continued work to increase the use of recycled water in Santa Clara by promoting use in new developments. Recycled water usage is now over 3.5 million gallons per day.
• Expanded use of recycled water infrastructure through new development, by constructing 268 linear feet (lf) and connecting 1,900 lf of recycled water main in Tasman East and conditioning the use of recycled water on 19 projects/facilities.
• Completed 1,236 plan reviews that included 738 building permits and 498 encroachment permits with 92.7% of the reviews completed on time.
• Completed Environmental Protection Agency (EPA) Risk and Resilience Assessment (RRA) and Emergency Response Plan (ERP) updates.
• Department staff were awarded the Merit Award and the Customer Service Award from the American Public Works Association (APWA).
• Received Project of the Year Award from the APWA for the Bassett Street Emergency Recycled Water Repair and Installation of Curbside Recycled Water Fill Station.

Significant Objectives
• Implement updated State water use efficiency requirements to bring Santa Clara’s residential gpcd below 47 gpcd (previously 55 gpcd) for 2025 through December 31, 2029. • Continue to work and negotiate with Valley Water and the City of San José regarding the Purified Water Project Expansion to be located at the RWF and continue to work with San José and San Francisco on a proposed design for the South Bay Purified Water Project.
• Continue to meet monthly and work with the BAWSCA, City of San José and San Francisco regarding securing permanent status with SFPUC for water supply.
• Coordinate negotiations for amendments to the SFPUC water supply agreement regarding SFPUC decisions regarding permanent customer status.
• Initiate the Accela Module upgrade from TruePoint to enable specific development project information related to recycled water, portable hydrant meters, development impact analyses, water supply agreements, and the Cross Connection Control Program to be tracked.
• Complete rehabilitation of three groundwater wells per year. 583
FY 20 2 5/ 2 6 A N D F Y 2 02 6 / 2 7 P RO P O S E D OP E R A T I NG B UD G E T | W AT E R & S E W E R UT I L I T IE S DE P AR T ME N T • Complete at least 10,000 linear feet of water main replacement per year. • Complete jetting and CCTV condition assessment of 300,000 linear feet of sewer collection pipe per year. • Complete and coordinate major CIP City projects for both water and sewer infrastructure improvements including RWF CIP projects.
• Complete the pilot project to field test the upgrade of 30 existing water meters to AMI and plan for a full-scale AMI program.
• Comply with water use efficiency regulations regarding indoor residential water use to support Making Conservation a California Way of Life.
• Finalize the One Water/Sustainability Water Supply Master Plan including the Asset Management Plan and implement recommended CIP projects to manage risks in the utilities. • Continue Phase 3 SCADA system improvements that include: testing of and training with the Remote Terminal Unit (RTU) module, SCADA Cybersecurity and password protection program, and generator monitoring. • Develop and implement the Cross Connection Control Policy Handbook (Standards and Principles for California’s Public Water Systems) State regulations.
• Complete the update to the Sanitary Sewer Management Plan (SSMP) in 2025 and present to City Council for final approval.
• Substantially complete the State required 2025 Urban Water Management Plan that needs to be approved by Council by July 1, 2026.
• Complete the Report on Water Relative to Public Health Goals as required every three years by the State water quality regulations. Council will need to approve the report in 2025. • Complete outreach to properties for new development and existing commercial, industrial, institutional (CII) and homeowners’ associations properties regarding the State Urban Water Use Efficiency Guidelines, Valley Water Ordinances, and City’s Rules and Regulations. New requirements include future prohibitions using drinking water for ornamental grass at all CII sites.
• Continue expansion of recycled water infrastructure and demand to supplant potable water use. • Complete preliminary evaluation of a new recycled water storage tank. • Coordinate with the City of San José on a new master meter project for recycled water lines.

Budget Highlights
• The budget reflects updates to the City of Santa Clara’s contribution to the Regional Wastewater Facility, co-owned with the City of San José, as well as revised revenues and costs to continue to effectively deliver water, recycled water, and sewer services.
• This budget also reflects the resources necessary to comply with regulations that affect all three utilities and changing climate conditions as well as the commitment of the Department and the City to long term sustainability, both environmental and fiscal.
584
FY 20 2 5/ 2 6 A N D F Y 2 02 6 / 2 7 P RO P O S E D OP E R A T I NG B UD G E T | W AT E R & S E W E R UT I L I T IE S DE P AR T ME N T Water and Sewer Utilities
Department

73.00 FTEs
Sewer

0.50 Assistant Engineer (Civil)

0.40 Assistant Director of Water and
Sewer Utilities

1.00 Assistant Sanitary Sewer
Superintendent

0.50 Associate Engineer

0.50 Code Enforcement Officer

0.60 Code Enforcement Technician

0.40 Compliance Manager

0.40 Director of Water and Sewer
Utilities

1.00 Equipment Operator

0.40 Facilities Inspection Supervisor

0.40 Management Analyst

1.20 Office Specialist II/III

0.25 Principal Engineer

1.00 Pump Maintenance Technician

2.00 Sewer Inspection Technician

0.25 Senior Civil Engineer

0.25 Senior Engineering Aide

0.40 Senior Management Analyst

0.40 Staff Aide I

0.50 Utility Business Systems
Manager

0.50 Utility Business Systems
Specialist

2.00 Utility Crew Supervisor

0.80 Utility Inspection Technician

0.25 Utility Operations Engineer

6.00 Water and Sewer Maintenance
Worker II

0.35 Water and Sewer Operations
Manager

0.40 Water and Sewer
Superintendent

0.50 Water and Sewer System
Operator

23.15 Total Sewer FTE
Water Engineering, Compliance,
Conservation

0.60 Assistant Engineer (Civil)

0.50 Assistant Director of Water and
Sewer Utilities

1.20 Associate Engineer

0.40 Compliance Manager

0.50 Director of Water and Sewer
Utilities

0.40 Management Analyst

1.70 Office Specialist II/III

0.60 Principal Engineer

0.60 Senior Engineer (Civil)

0.60 Senior Engineering Aide

0.40 Senior Management Analyst

0.50 Staff Aide I

1.00 Utilities Conservation Specialist

0.40 Utility Business Systems
Manager

0.25 Utility Business Systems
Specialist

0.55 Utility Operations Engineer

0.55 Water and Sewer Operations
Manager

0.50 Water and Sewer
Superintendent

0.85 Water Resource Specialist

12.10 Total Water Engineering FTE
Solar Utility

0.50 Pump Maintenance
Technician

0.50 Total Solar Utility FTE
585
FY 20 2 5/ 2 6 A N D F Y 2 02 6 / 2 7 P RO P O S E D OP E R A T I NG B UD G E T | W AT E R & S E W E R UT I L I T IE S DE P AR T ME N T Recycled Water Program

0.10 Assistant Director of Water and
Sewer Utilities

0.30 Assistant Engineer (Civil)

0.50 Assistant Water Superintendent

0.30 Associate Engineer

0.20 Code Enforcement Officer

0.30 Code Enforcement Technician

0.20 Compliance Manager

0.10 Director of Water and Sewer Utilities

0.20 Facilities Inspection Supervisor

0.20 Management Analyst

0.10 Office Specialist III

0.15 Principal Engineer

0.15 Senior Civil Engineer

0.15 Senior Engineering Aide

0.20 Senior Management Analyst

0.10 Staff Aide I

0.10 Utility Business Systems Manager

0.25 Utility Crew Supervisor

0.40 Utility Inspection Technician

0.20 Utility Operations Engineer

0.10 Water and Sewer Operations Manager

0.10 Water and Sewer Superintendent

0.15 Water Resource Specialist

0.50 Water Service Technician II

5.05 Total Recycled Water Program
FTE
Water Construction, Maintenance,
Operations

0.60 Assistant Engineer (Civil)

1.50 Assistant Water Superintendent

0.30 Code Enforcement Officer

0.10 Code Enforcement Technician

4.00 Equipment Operator

0.40 Facilities Inspection Supervisor

1.50 Pump Maintenance Technician

0.25 Utility Business Systems Specialist

4.75 Utility Crew Supervisor

0.80 Utility Inspection Technician

13.00 Water and Sewer Maintenance
Worker II

0.50 Water and Sewer System Operator

4.50 Water Service Technician II

32.20 Total Water Construction,
Maintenance, Operations FTE
586
FY 20 2 5/ 2 6 A N D F Y 2 02 6 / 2 7 P RO P O S E D OP E R A T I NG B UD G E T | W AT E R & S E W E R UT I L I T IE S DE P AR T ME N T Budget Summary
FY 2023/24
Actual
FY 2024/25
Adopted
FY 2025/26
Proposed
FY 2025/26
Change %
FY 2026/27
Proposed
FY 2026/27
Change %
1532 Solar – System Maintenance 185,662 273,552 122,921 (55.1%) 130,213 5.9% 185,662 273,552 122,921 (55.1%) 130,213 5.9%
1422 Water System Maintenance 2,971,255 2,058,038 2,701,366 31.3% 2,772,084 2.6% 1423 Water Construction 2,278,191 4,095,260 4,579,001 11.8% 4,761,219 4.0% 1424 Water System Operations 12,652,759 11,126,551 12,747,078 14.6% 13,372,723 4.9% 17,902,205 17,279,849 20,027,445 15.9% 20,906,026 4.4%
Water Engineering, Compliance, Conservation Division
1411 Administration Design 3,397,701 8,172,951 9,620,000 17.7% 9,021,197 (6.2%) 1412 Water Quality 382,400 584,784 618,710 5.8% 633,395 2.4% 1413 Water Resources 33,123,300 35,410,351 41,931,264 18.4% 46,476,993 10.8% 36,903,401 44,168,086 52,169,974 18.1% 56,131,585 7.6%
1522 System Maintenance 6,191,951 8,449,995 9,917,568 17.4% 11,017,949 11.1% 1523 System Construction 920 251 50,000 19820.3% 50,000 0.0% 1525 South Bay Water Recycling
Maintenance
1,151,513 896,008 972,487 8.5% 1,010,522 3.9%
7,344,384 9,346,254 10,940,055 17.1% 12,078,471 10.4%
1511 System Administration 5,041,158 5,435,865 5,792,229 6.6% 6,101,216 5.3% 1512 System Maintenance 2,339,525 2,386,389 2,700,010 13.1% 2,818,448 4.4% 1514 Operations 5,815,682 14,507,373 17,444,576 20.2% 11,077,465 (36.5%) 1515 San José-Santa Clara Water
Pollution Control Plant
23,121,078 25,756,931 29,273,912 13.7% 33,439,696

14.2%
1516 Storm Pump Maintenance 113,613 164,571 171,794 4.4% 178,323 3.8% 36,431,056 48,251,129 55,382,521 14.8% 53,615,148 (3.2%) 98,766,708 119,318,870 138,642,916 16.2% 142,861,443 3.0% Total Water Construction,
Maintenance, Operations Division
Total by Division / Program
Total Water Engineering, Compliance,
Conservation Division
Recycled Water Program Division
Total Recycled Water Program
Division
Sewer Division
Total Sewer Division
Dollars by Division / Program
Solar Utility Division
Total Solar Utility Division
Water Construction, Maintenance, Operations Division
587
FY 20 2 5/ 2 6 A N D F Y 2 02 6 / 2 7 P RO P O S E D OP E R A T I NG B UD G E T | W AT E R & S E W E R UT I L I T IE S DE P AR T ME N T Budget Summary
FY 2023/24
Actual
FY 2024/25
Adopted
FY 2025/26
Proposed
FY 2025/26
Change %
FY 2026/27
Proposed
FY 2026/27
Change %
Dollars by Fund
Water Utility Fund 54,983,063 61,955,133 72,320,343 16.7% 77,167,824 6.7% Water Recycling Program Fund 7,348,020 9,307,540 10,940,055 17.5% 12,078,471 10.4% Sewer Utility Fund 36,435,625 48,056,197 55,382,521 15.2% 53,615,148 (3.2%) Total by Fund 98,766,708 119,318,870 138,642,919 16.2% 142,861,443 3.0% Dollars by Category
Salary and Benefits
Salary 6,234,536 9,204,413 9,764,922 6.1% 10,386,581 6.4% As-Needed 144,372 254,929 260,954 2.4% 267,189 2.4%
Overtime 373,789 289,174 299,295 3.5% 309,770 3.5%
Retirement 2,767,036 3,232,890 3,431,195 6.1% 3,336,106 (2.8%) Health Allocation 871,677 1,325,631 1,551,183 17.0% 1,670,176 7.7% Medicare 112,287 137,647 149,254 8.4% 157,567 5.6%
Social Security 451,180 584,237 605,261 3.6% 631,777 4.4% Other Benefits 469,331 446,348 588,466 31.8% 631,320 7.3% Total Salary and Benefits 11,424,208 15,475,269 16,650,530 7.6% 17,390,486 4.4% Non-Personnel
Materials/Services/Supplies 11,259,965 10,074,008 11,218,269 11.4% 11,786,215 5.1% Resource/Production 62,977,271 68,582,130 79,722,346 16.2% 86,239,900 8.2% Interfund Services 7,961,055 8,098,380 10,098,183 24.7% 10,310,557 2.1% Capital Outlay 769,323 150,000 153,000 2.0% 156,060 2.0% Transfers to Other Funds 4,374,886 16,939,083 20,800,591 22.8% 16,978,225 (18.4%) Total Non-Personnel 87,342,500 103,843,601 121,992,389 17.5% 125,470,957 2.9% Total by Category 98,766,708 119,318,870 138,642,919 16.2% 142,861,443 3.0% 588
FY 20 2 5/ 2 6 A N D F Y 2 02 6 / 2 7 P RO P O S E D OP E R A T I NG B UD G E T | W AT E R & S E W E R UT I L I T IE S DE P AR T ME N T Position Summary
FY 2023/24
Adopted
FY 2024/25
Adopted
FY 2025/26
Proposed
FY 2025/26
Change
FY 2026/27
Proposed
Positions by Division / Program
Solar Utility Division
1532 Solar – System Maintenance 1.50 1.50 0.50 (1.00) 0.50 Total Solar Utility Division 1.50 1.50 0.50 (1.00) 0.50 Water Construction, Maintenance, Operations Division
1422 Water System Maintenance 7.00 7.00 5.60 (1.40) 5.60 1423 Water Construction 13.45 13.45 13.95 0.50 13.95
1424 Water System Operations 11.85 11.85 12.65 0.80 12.65

32.30 32.30 32.20 (0.10) 32.20
Water Engineering, Compliance, Conservation Division
1411 Administration Design 11.75 11.75 10.85 (0.90) 10.85 1412 Water Quality 0.85 0.85 0.85 0.00 0.85
1413 Water Resources 0.25 0.25 0.40 0.15 0.40

12.85 12.85 12.10 (0.75) 12.10
Recycled Water Program Division
1522 System Maintenance 1.45 1.45 1.40 (0.05) 1.40
1525 South Bay Water Recycling Maintenance 2.65 2.65 3.65 1.00 3.65 Total Recycled Water Program Division 4.10 4.10 5.05 0.95 5.05 Sewer Division
1511 System Administration 6.25 6.25 6.60 0.35 6.60
1512 System Maintenance 10.15 10.15 9.85 (0.30) 9.85
1514 Operations 4.85 4.85 5.65 0.80 5.65
1515 SJSC Water Pollution Control Plant 0.10 0.10 0.20 0.10 0.20 1516 Storm Pump Maintenance 0.90 0.90 0.85 (0.05) 0.85
Total Sewer Division 22.25 22.25 23.15 0.90 23.15
Total by Division / Program 73.00 73.00 73.00 0.00 73.00 Total Water Construction, Maintenance,
Operations Division
Total Water Engineering, Compliance,
Conservation Division
589
FY 20 2 5/ 2 6 A N D F Y 2 02 6 / 2 7 P RO P O S E D OP E R A T I NG B UD G E T | W AT E R & S E W E R UT I L I T IE S DE P AR T ME N T Position Summary
FY 2023/24
Adopted
FY 2024/25
Adopted
FY 2025/26
Proposed
FY 2025/26
Change
FY 2026/27
Proposed
Positions by Fund
Water Utility Fund 46.65 46.65 44.80 (1.85) 44.80
Water Recycling Program Fund 4.10 4.10 5.05 0.95 5.05
Sewer Utility Fund 22.25 22.25 23.15 0.90 23.15
Total by Fund 73.00 73.00 73.00 0.00 73.00
Position Classification
Assistant Director of Water & Sewer Utility 1.00 1.00 1.00 0.00 1.00 Assistant Engineer (Civil) 2.00 2.00 2.00 0.00 2.00
Assistant Sanitary Sewer Superintendent 1.00 1.00 1.00 0.00 1.00 Assistant Water Superintendent 2.00 2.00 2.00 0.00 2.00 Associate Engineer 2.00 2.00 2.00 0.00 2.00
Code Enforcement Officer 1.00 1.00 1.00 0.00 1.00
Code Enforcement Technician 1.00 1.00 1.00 0.00 1.00
Compliance Manager 1.00 1.00 1.00 0.00 1.00
Director of Water & Sewer Utility 1.00 1.00 1.00 0.00 1.00 Equipment Operator 5.00 5.00 5.00 0.00 5.00
Facilities Inspection Supervisor 1.00 1.00 1.00 0.00 1.00 Facilities Technician 2.00 2.00 0.00 (2.00) 0.00
Management Analyst 2.00 2.00 1.00 (1.00) 1.00
Office Specialist II/III 3.00 3.00 3.00 0.00 3.00
Principal Engineer 1.00 1.00 1.00 0.00 1.00
Pump Maintenance Technician 3.00 3.00 3.00 0.00 3.00
Senior Civil Engineer 1.00 1.00 1.00 0.00 1.00
Senior Engineering Aide 1.00 1.00 1.00 0.00 1.00
Senior Management Analyst 0.00 0.00 1.00 1.00 1.00
Sewer Inspection Technician 2.00 2.00 2.00 0.00 2.00
Staff Aide I 1.00 1.00 1.00 0.00 1.00
Utilities Conservation Specialist 1.00 1.00 1.00 0.00 1.00 Utility Business Systems Manager 1.00 1.00 1.00 0.00 1.00 Utility Business Systems Specialist 1.00 1.00 1.00 0.00 1.00 Utility Crew Supervisor 7.00 7.00 7.00 0.00 7.00
Utility Inspection Technician 0.00 0.00 2.00 2.00 2.00
Utility Operations Engineer 1.00 1.00 1.00 0.00 1.00
590
FY 20 2 5/ 2 6 A N D F Y 2 02 6 / 2 7 P RO P O S E D OP E R A T I NG B UD G E T | W AT E R & S E W E R UT I L I T IE S DE P AR T ME N T Position Summary
FY 2023/24
Adopted
FY 2024/25
Adopted
FY 2025/26
Proposed
FY 2025/26
Change
FY 2026/27
Proposed
Position Classification
Water & Sewer Maintenance Worker II 19.00 19.00 19.00 0.00 19.00 Water & Sewer Operations Manager 0.00 0.00 1.00 1.00 1.00 Water & Sewer Superintendent 2.00 2.00 1.00 (1.00) 1.00 Water & Sewer System Operator 1.00 1.00 1.00 0.00 1.00
Water Resource Specialist 1.00 1.00 1.00 0.00 1.00
Water Service Technician II 5.00 5.00 5.00 0.00 5.00
Total Positions 73.00 73.00 73.00 0.00 73.00
591
FY 20 2 5/ 2 6 A N D F Y 2 02 6 / 2 7 P RO P O S E D OP E R A T I NG B UD G E T | W AT E R & S E W E R UT I L I T IE S DE P AR T ME N T Budget Reconciliation
Positions Expenditures
(All Funds)
Prior Year Budget 73.00 119,318,870
Net increase in transfers to the capital improvement program 3,861,508 Salary and benefits adjustments 1,175,261
Reclassifications of the following positions:

2.0 Facilities Technicians to 2.0 Utility Inspection Technicians 0.00

1.0 Management Analyst to 1.0 Senior Management Analyst 0.00

1.0 Water and Sewer Superintendent to 1.0 Water and Sewer 0.00 Operations Manager
Adjustments to resource and production costs
Water Utility 6,604,900
Sewer Utility 3,209,416
Water Recycling 1,325,900
Net increase in various internal service fund allocations 1,999,803 Non-personnel adjustments 585,776
Adjustments to right of way 561,485
Total FY 2025/26 Base Budget Adjustments 0.00 19,324,049 Total FY 2025/26 Base Budget 73.00 138,642,919
Total FY 2025/26 Proposed Budget 73.00 138,642,919
FY 2025/26 Base Budget Adjustments
One-Time Cost Adjustments
Ongoing Cost Adjustments
592
FY 20 2 5/ 2 6 A N D F Y 2 02 6 / 2 7 P RO P O S E D OP E R A T I NG B UD G E T | W AT E R & S E W E R UT I L I T IE S DE P AR T ME N T Budget Reconciliation
Positions Expenditures
(All Funds)
Net decrease in transfers to the capital improvement program (3,822,366) Salary and benefit adjustments 739,956
Adjustments to resource and production costs
Water Utility 4,654,800
Water Recycling 1,025,900
Sewer Utility 836,854
Adjustments to right of way 481,940
Net increase in various internal service fund allocations 212,374 Non-personnel adjustments 89,066
Total FY 2026/27 Base Budget Adjustments 0.00 4,218,524 Total FY 2026/27 Base Budget 73.00 142,861,443
Total FY 2026/27 Proposed Budget 73.00 142,861,443
FY 2026/27 Base Budget Adjustments
One-Time Cost Adjustments
Ongoing Cost Adjustments
593
FY 20 2 5/ 2 6 A N D F Y 2 02 6 / 2 7 P RO P O S E D OP E R A T I NG B UD G E T | W AT E R & S E W E R UT I L I T IE S DE P AR T ME N T Performance and Workload Measures
Solar Utility Division
Workload Measures
Strategic
Pillar
2022/23
Actual
2023/24
Actual
2024/25
Target
2024/25
Estimate
2025/26
Target
2026/27
Target
Number of systems provided with
semi-annual winterization service 38 36 40 40 40 40
Number of requests for solar
system repairs 87 55 80 60 60 60
Water Construction, Maintenance, Operations Division
Performance Measures
Strategic
Pillar
2022/23
Actual
2023/24
Actual
2024/25
Target
2024/25
Estimate
2025/26
Target
2026/27
Target
Maintain an industry standard for
unaccounted water of 8% or less 6.3% 9% 8% or less 8% 8% or less 8% or less Workload Measures
Number of responses to water
customer service requests 1,903 1,688 1,600 1,500 1,500 1,500 Number of backflow prevention
devices tested 2,083 3,900 3,900 3,900 3,900 3,900
Number of linear feet of water
mains installed 10,430 17,500 10,000 12,000 10,000 10,000 Number of underground utility
locates performed 13,869 8,625 10,000 7,000 10,000 10,000 Number of mainline water valves
tested and exercised 552 535 2,500 1,500 2,000 2,500
Water Line Flushing for Water
Quality N/A 55 50 90 120 150
594
FY 20 2 5/ 2 6 A N D F Y 2 02 6 / 2 7 P RO P O S E D OP E R A T I NG B UD G E T | W AT E R & S E W E R UT I L I T IE S DE P AR T ME N T Performance and Workload Measures
Water Engineering, Compliance, Conservation Division
Performance Measures
Strategic
Pillar
2022/23
Actual
2023/24
Actual
2024/25
Target
2024/25
Estimate
2025/26
Target
2026/27
Target
Complete review of plans by the
required due dates 80% 92.7% 90% 90% 90% 90%
Residential water use measured
in Gallons per Capita per Day 53 51.8 55 46.4 47 47
Overall City water use
measured in Gallons per Capita
per Day
110 114.7 117 118 117 117
Workload Measures
Number of plans reviewed 788 1,236 900 1,000 1,000 1,000 Number of water quality
samples processed 2,933 1,236 3,000 3,100 3,000 3,000
Promote water conservation at
public events 9 12 10 12 12 12
Recycled Water Program Division
Performance Measures
Strategic
Pillar
2022/23
Actual
2023/24
Actual
2024/25
Target
2024/25
Estimate
2025/26
Target
2026/27
Target
Citywide use of recycled water
(measured in million gallons per
day)

3.1 3.5 3.5 3.5 3.7 3.9
Workload Measures
Number of recycled water plans
reviewed N/A 186 250 120 250 250
595
FY 20 2 5/ 2 6 A N D F Y 2 02 6 / 2 7 P RO P O S E D OP E R A T I NG B UD G E T | W AT E R & S E W E R UT I L I T IE S DE P AR T ME N T Performance and Workload Measures
Sewer Division
Performance Measures
Strategic
Pillar
2022/23
Actual
2023/24
Actual
2024/25
Target
2024/25
Estimate
2025/26
Target
2026/27
Target
Percentage of food service
establishments found to be in
compliance with Fats, Oil and
Grease regulations
N/A 97% 100% 97% 100% 100%
Workload Measures
Number of linear feet of
mainlined jetted 310,000 372,238 300,000 400,000 300,000 300,000 Number of reportable Sanitary
Sewer Overflows 1 4 0 2 2 2
Number of responses to Sewer
customer services requests 1,328 1,040 1,500 1,000 1,000 1,000 Number of linear feet of sewer
mains inspected using CCTV 62,670 184,676 300,000 200,000 300,000 300,000 Number of inspections of food
serving establishments for
compliance with Fats, Oils and
Grease regulations
N/A 78 150 33 150 150
596
Appendix L
Performance Measure Data Sheets (Lucity)
Work Order Number:
5/29/2025
8:39 AM
2025-05-01-017
Main Task:

Category: Mains
Inspection
Status: New Work Order
Work Order Start Date: 5/1/2025 Work Order End Date:

Related: swHotspot Siphon Inspect - Monthly
Problem: Supervisor: Felipe Carrillo
Comments To / From Crew
Siphon Inspection
Employee Number Employee Name Date Hours
Equipment Code Equipment Description Units
Asset List (Sewer Pipes)
US / DS Address / General Location Diameter Length Material Comment / Completion Date 14-62
14-61 10 113.6 Vitrified
Clay Pipe
165 SARATOGA AV
165 SARATOGA AV
165 SARATOGA AV
165 SARATOGA AV
Special instructions -
15-62
14-65 10 91.9 Vitrified
Clay Pipe
273 SARATOGA AV
273 SARATOGA AV
273 SARATOGA AV
273 SARATOGA AV
Special instructions -
20-17
20-16 15 164.3 Vitrified
Clay Pipe

HOMESTEAD RD

HOMESTEAD RD
Special instructions -
20-18
20-26 24 168.7 Polyethyle
ne
Special instructions -
20-18
20-26 24 170.9 Polyethyle
ne

HOMSTEAD RD

HOMESTEAD ROAD
Special instructions -
22-102
22-64 12 120.5 Vitrified
Clay Pipe
Special instructions -
23-14
23-15 12 85.7 Vitrified
Clay Pipe
830 KIELY BL
830 KIELY BL
830 KIELY BL
830 KIELY BL
Special instructions -
C:\inetpub\wwwroot\LucityReportServer\ReportsCustom\~sw-Mains_Hotspots-Monthly.rpt Page 1 of 5 23-14
23-15 8 84.8 Vitrified
Clay Pipe
Special instructions -
31-25
31-24 3405 BENTON ST 24 115.2 Cast Iron
1144 POMEROY AV
3405 BENTON ST
1144 POMEROY AV
Special instructions -
32-102
32-2 10 71.1 PolyVinyl
Chloride
3180 EL CAMINO REAL
3180 EL CAMINO REAL
3180 EL CAMINO REAL
3180 EL CAMINO REAL
Special instructions -
32-102
32-2 8 72.9 PolyVinyl
Chloride
3180 EL CAMINO REAL
3180 EL CAMINO REAL
3180 EL CAMINO REAL
3180 EL CAMINO REAL
Special instructions -
33-10
33-9 8 102.8 Vitrified
Clay Pipe
2632 EL CAMINO REAL
2570 EL CAMINO REAL
2632 EL CAMINO REAL
2570 EL CAMINO REAL
Special instructions -
42-31
42-30 6 93.0 Vitrified
Clay Pipe
3155 COLFAX CT
1947 CALABAZAS BL
3155 COLFAX CT
1947 CALABAZAS BL
Special instructions -
46-114
46-113 12 15.0 Vitrified
Clay Pipe
Special instructions -
52-5
52-3 2637 MARCHESE WY 8 67.2 Cast Iron
3289 AGATE DR
2637 MARCHESE WY
3289 AGATE DR
Special instructions -
52-124
52-123 8 334.8 Polyethyle
ne
Special instructions -
52-124
52-123 8 340.7 Polyethyle
ne
Special instructions -
52-119
52-116 12 304.0 Polyethyle
ne
Special instructions -
54-78
54-79 10 134.2 Vitrified
Clay Pipe
2195 HOOVER DR
2414 MARMON CT
2195 HOOVER DR
2414 MARMON CT
Special instructions -
54-78
54-79 10 133.1 Vitrified
Clay Pipe
Special instructions -
54-95
54-94 18 270.0 Vitrified
Clay Pipe
2400 WALSH AV
2398 WALSH AV
2400 WALSH AV
2398 WALSH AV
Special instructions -
54-95
54-94 18 271.8 Vitrified
Clay Pipe
2400 WALSH AV
2398 WALSH AV
2400 WALSH AV
2398 WALSH AV
Special instructions -
55-52
55-51 20 176.8 Vitrified
Clay Pipe
2746 SCOTT BL
2735 SCOTT BL
2746 SCOTT BL
2735 SCOTT BL
Special instructions -
C:\inetpub\wwwroot\LucityReportServer\ReportsCustom\~sw-Mains_Hotspots-Monthly.rpt Page 2 of 5 55-52
55-51 20 180.3 Vitrified
Clay Pipe
2746 SCOTT BL
2735 SCOTT BL
2746 SCOTT BL
2735 SCOTT BL
Special instructions -
56-59
56-58 20 120.6 Vitrified
Clay Pipe
901 WALSH AV
2710 LAFAYETTE ST
901 WALSH AV
2710 LAFAYETTE ST
Special instructions -
56-59
56-58 20 121.6 Vitrified
Clay Pipe
901 WALSH AV
2710 LAFAYETTE ST
901 WALSH AV
2710 LAFAYETTE ST
Special instructions -
62-12
62-7 10 145.5 Vitrified
Clay Pipe
3300 CENTRAL EX
3300 CENTRAL EX
3300 CENTRAL EX
3300 CENTRAL EX
Special instructions -
62-12
62-7 8 144.6 Vitrified
Clay Pipe
Special instructions -
62-11
62-9 15 112.2 Vitrified
Clay Pipe
3300 CENTRAL EX
3300 CENTRAL EX
3300 CENTRAL EX
3300 CENTRAL EX
Special instructions -
64-36
64-34 15 130.6 Vitrified
Clay Pipe

WALSH AVE

EASEMENT THROUGH SAN TOMAS CREEK
Special instructions -
64-36
64-34 8 130.4 Vitrified
Clay Pipe

WALSH AVE

EASEMENT THROUGH SAN TOMAS CREEK
Special instructions -
67-29
67-21 24 23.0 Ductile
Iron Pipe

DE LA CRUZ BL

DE LA CRUZ BL
Special instructions -
67-29
67-21 24 22.8 Ductile
Iron Pipe
Special instructions -
68-12
68-15 24 61.8 Vitrified
Clay Pipe 460 GIANNI ST

DE LA CRUZ BL
460 GIANNI ST
Special instructions -
68-16
68-15 24 67.4 Vitrified
Clay Pipe 460 GIANNI ST

DE LA CRUZ BL
460 GIANNI ST
Special instructions -
68-6
68-9 15 354.8 Vitrified
Clay Pipe
Special instructions -
68-6
68-9 24 350.7 Vitrified
Clay Pipe
3165 DE LA CRUZ BL
3165 DE LA CRUZ BL
3165 DE LA CRUZ BL
3165 DE LA CRUZ BL
Special instructions -
68-7
68-10 24 491.2 Vitrified
Clay Pipe
3165 DE LA CRUZ BL
3165 DE LA CRUZ BL
3165 DE LA CRUZ BL
3165 DE LA CRUZ BL
Special instructions -
68-7
68-10 15 477.3 Vitrified
Clay Pipe
Special instructions -
C:\inetpub\wwwroot\LucityReportServer\ReportsCustom\~sw-Mains_Hotspots-Monthly.rpt Page 3 of 5 72-11
72-12 20 38.7 Reinforced
Concrete
3500 GARRETT DR 3500 GARRETT DR

CALABAZAS CREEK NEAR TANNERY WAY
Special instructions -
72-11
72-12 20 38.3 Reinforced
Concrete
Special instructions -
85-85
85-86 18 97.4 PolyVinyl
Chloride
2320 FALLING WATER CT
2270 RIVER BED CT
2320 FALLING WATER CT
2270 RIVER BED CT
Special instructions -
93-48
93-50 12 124.1 Vitrified
Clay Pipe
4699 OLD IRONSIDES DR
4880 GREAT AMERICA PY
4699 OLD IRONSIDES DR
4880 GREAT AMERICA PY
Special instructions -
93-48
93-50 24 122.2 Vitrified
Clay Pipe
4699 OLD IRONSIDES DR
4880 GREAT AMERICA PY
4699 OLD IRONSIDES DR
4880 GREAT AMERICA PY
Special instructions -
93-49
93-51 24 106.5 Vitrified
Clay Pipe
4699 OLD IRONSIDES DR
4880 GREAT AMERICA PY
4699 OLD IRONSIDES DR
4880 GREAT AMERICA PY
Special instructions -
93-49
93-51 18 107.6 Vitrified
Clay Pipe
4699 OLD IRONSIDES DR
4880 GREAT AMERICA PY
4699 OLD IRONSIDES DR
4880 GREAT AMERICA PY
Special instructions -
93-49
93-51 24 107.5 Vitrified
Clay Pipe
4699 OLD IRONSIDES DR
4880 GREAT AMERICA PY
4699 OLD IRONSIDES DR
4880 GREAT AMERICA PY
Special instructions -
95-44
95-45 15 88.8 Vitrified
Clay Pipe
2196 FAIRWAY GLEN DR
2198 AVE DE LAS FLORES
2196 FAIRWAY GLEN DR
2198 AVE DE LAS FLORES
Special instructions -
95-44
95-45 18 88.4 Vitrified
Clay Pipe
Special instructions -
95-44
95-45 18 87.3 Vitrified
Clay Pipe
Special instructions -
96-13
96-14 10 205.5 Polyethyle
ne
4751 LICK MILL BL
4751 LICK MILL BL
4751 LICK MILL BL
4751 LICK MILL BL
Special instructions -
96-13
96-14 15 203.2 Polyethyle
ne
4751 LICK MILL BL
4751 LICK MILL BL
4751 LICK MILL BL
4751 LICK MILL BL
Special instructions -
103-16
103-19 24 306.4 Vitrified
Clay Pipe
5251 GREAT AMERICA PY
5350 GREAT AMERICA PY
5251 GREAT AMERICA PY
5350 GREAT AMERICA PY
Special instructions -
103-16
103-19 12 305.0 Vitrified
Clay Pipe
Special instructions -
103-18
103-20 24 181.6 Vitrified
Clay Pipe
5251 GREAT AMERICA PY
5353 GREAT AMERICA PY
5251 GREAT AMERICA PY
5353 GREAT AMERICA PY
Special instructions -
C:\inetpub\wwwroot\LucityReportServer\ReportsCustom\~sw-Mains_Hotspots-Monthly.rpt Page 4 of 5 103-18
103-20 24 181.3 Vitrified
Clay Pipe
5251 GREAT AMERICA PY
5353 GREAT AMERICA PY
5251 GREAT AMERICA PY
5353 GREAT AMERICA PY
Special instructions -
103-18
103-20 18 180.0 Vitrified
Clay Pipe
5251 GREAT AMERICA PY
5353 GREAT AMERICA PY
5251 GREAT AMERICA PY
5353 GREAT AMERICA PY
Special instructions -
57 Pipes 9,007.6 Total Length
C:\inetpub\wwwroot\LucityReportServer\ReportsCustom\~sw-Mains_Hotspots-Monthly.rpt Page 5 of 5 Work Order Number:
5/29/2025
8:40 AM
2025-05-01-016
Main Task:

Category: Mains
Jet
Status: New Work Order
Work Order Start Date: 5/1/2025 Work Order End Date:

Related: swHotspot Main Jetting - Monthly
Problem: Supervisor: Felipe Carrillo
Comments To / From Crew
Employee Number Employee Name Date Hours
Equipment Code Equipment Description Units
Asset List (Sewer Pipes)
US / DS Address / General Location Diameter Length Material Comment / Completion Date 2-27
2-30 8 230.4 Vitrified
Clay Pipe
3038 MCKINLEY DR
3080 MCKINLEY DR
3038 MCKINLEY DR
3080 MCKINLEY DR
Special instructions -
2-30
2-32 8 351.9 Vitrified
Clay Pipe
4477 STEVENS CREEK BL
3038 MCKINLEY DR
4477 STEVENS CREEK BL
3038 MCKINLEY DR
Special instructions -
25-74
25-82 8 259.6 Vitrified
Clay Pipe
566 LOS OLIVOS DR
596 LOS OLIVOS DR
566 LOS OLIVOS DR
596 LOS OLIVOS DR
Special instructions -
28-92
28-1 8 361.2 Vitrified
Clay Pipe
281 WASHINGTON ST
910 POPLAR ST
281 WASHINGTON ST
910 POPLAR ST
Special instructions -
30-17
30-20 8 295.8 Vitrified
Clay Pipe
1068 WOOD DUCK AV
3701 SWALLOW WY
1068 WOOD DUCK AV
3701 SWALLOW WY
Special instructions -
30-20
30-21 8 68.1 Vitrified
Clay Pipe
1048 WOOD DUCK AV
1068 WOOD DUCK AV
1048 WOOD DUCK AV
1068 WOOD DUCK AV
Special instructions -
30-21
30-36 8 184.5 Vitrified
Clay Pipe
3700 BENTON ST
1048 WOOD DUCK AV
3700 BENTON ST
1048 WOOD DUCK AV
Special instructions -
C:\inetpub\wwwroot\LucityReportServer\ReportsCustom\~sw-Mains_Hotspots-Monthly.rpt Page 1 of 3 32-39
32-34 6 119.7 Vitrified
Clay Pipe
1353 CALABAZAS CT
1373 CALABAZAS BL
1353 CALABAZAS CT
1373 CALABAZAS BL
Special instructions -
32-36
32-35 6 52.1 Vitrified
Clay Pipe
1370 VIA DONDERA
1360 VIA DONDERA
1370 VIA DONDERA
1360 VIA DONDERA
Special instructions -
32-48
32-36 6 315.3 Vitrified
Clay Pipe
1360 VIA DONDERA
3216 EL SOBRANTE ST
1360 VIA DONDERA
3216 EL SOBRANTE ST
Special instructions -
32-35
32-39 6 202.9 Vitrified
Clay Pipe
1373 CALABAZAS BL
1370 VIA DONDERA
1373 CALABAZAS BL
1370 VIA DONDERA
Special instructions -
32-5
32-4 10 34.5 Vitrified
Clay Pipe
3180 EL CAMINO REAL
3180 EL CAMINO REAL
3180 EL CAMINO REAL
3180 EL CAMINO REAL
Special instructions -
56-47
46-2 10 106.4 Vitrified
Clay Pipe
2119 MAIN ST
2119 MAIN ST
2119 MAIN ST
2119 MAIN ST
Special instructions -
47-44
46-87 6 253.6 Vitrified
Clay Pipe
1597 JACKSON ST
1596 MAIN ST
1597 JACKSON ST
1596 MAIN ST
Special instructions -
62-23
52-15 10 333.5 Vitrified
Clay Pipe
2632 MEADOWBROOK DR
3069 AGATE DR
2632 MEADOWBROOK DR
3069 AGATE DR
Special instructions -
52-16
52-17 8 249.2 Vitrified
Clay Pipe
2999 AGATE DR
3049 AGATE DR
2999 AGATE DR
3049 AGATE DR
Special instructions -
52-17
53-2 8 255.9 Vitrified
Clay Pipe
2949 AGATE DR
2999 AGATE DR
2949 AGATE DR
2999 AGATE DR
Special instructions -
53-2
53-3 8 256.3 Vitrified
Clay Pipe
2899 AGATE DR
2949 AGATE DR
2899 AGATE DR
2949 AGATE DR
Special instructions -
53-3
53-4 8 258.7 Vitrified
Clay Pipe
2859 AGATE DR
2899 AGATE DR
2859 AGATE DR
2899 AGATE DR
Special instructions -
56-26
56-32 10 237.4 Vitrified
Clay Pipe
1160 RICHARD AV
1161 RICHARD AV
1160 RICHARD AV
1161 RICHARD AV
Special instructions -
56-32
56-34 10 390.4 Vitrified
Clay Pipe
1255 MEMOREX DR
1160 RICHARD AV
1255 MEMOREX DR
1160 RICHARD AV
Special instructions -
56-34
56-35 10 40.3 Vitrified
Clay Pipe
1255 MEMOREX DR
1255 MEMOREX DR
1255 MEMOREX DR
1255 MEMOREX DR
Special instructions -
56-35
56-39 10 227.1 Vitrified
Clay Pipe
1330 MEMOREX DR
1255 MEMOREX DR
1330 MEMOREX DR
1255 MEMOREX DR
Special instructions -
C:\inetpub\wwwroot\LucityReportServer\ReportsCustom\~sw-Mains_Hotspots-Monthly.rpt Page 2 of 3 56-39
56-47 10 318.2 Vitrified
Clay Pipe
2119 MAIN ST
1330 MEMOREX DR
2119 MAIN ST
1330 MEMOREX DR
Special instructions -
57-17
57-21 6 106.4 Vitrified
Clay Pipe
518 ROBERT AV
527 ROBERT AV
518 ROBERT AV
527 ROBERT AV
Special instructions -
57-17
57-16 10 203.9 Vitrified
Clay Pipe
585 ROBERT AV
527 ROBERT AV
585 ROBERT AV
527 ROBERT AV
Special instructions -
57-18
57-17 10 113.9 Vitrified
Clay Pipe
527 ROBERT AV
508 ROBERT AV
527 ROBERT AV
508 ROBERT AV
Special instructions -
57-19
57-18 10 356.4 Vitrified
Clay Pipe
508 ROBERT AV
426 ROBERT AV
508 ROBERT AV
426 ROBERT AV
Special instructions -
58-17
57-19 10 247.3 Vitrified
Clay Pipe
426 ROBERT AV
2362 DE LA CRUZ BL
426 ROBERT AV
2362 DE LA CRUZ BL
Special instructions -
62-50
62-23 10 290.4 Vitrified
Clay Pipe
3069 AGATE DR 3069 AGATE DR

AGATE DR
Special instructions -
85-17
85-30 6 434.9 Vitrified
Clay Pipe
4316 FILLMORE ST
2169 2ND ST
4316 FILLMORE ST
2169 2ND ST
Special instructions -
86-36
86-18 8 65.5 Vitrified
Clay Pipe
930 CLYDE AV
941 CLYDE AV
930 CLYDE AV
941 CLYDE AV
Special instructions -
86-21
86-23 8 134.0 Vitrified
Clay Pipe
1030 CLYDE AV
1010 CLYDE AV
1030 CLYDE AV
1010 CLYDE AV
Special instructions -
87-13
87-25 10 184.1 Vitrified
Clay Pipe
791 CLYDE AV
791 CLYDE AV
791 CLYDE AV
791 CLYDE AV
Special instructions -
95-13
95-14 8 42.0 Vitrified
Clay Pipe
4993 STARS AND STRIPES DR
4993 STARS AND STRIPES DR
4993 STARS AND STRIPES DR
4993 STARS AND STRIPES DR
Special instructions -
95-1
95-3 8 43.7 Vitrified
Clay Pipe
5095 LAFAYETTE ST
5095 LAFAYETTE ST
5095 LAFAYETTE ST
5095 LAFAYETTE ST
Special instructions -
36 Pipes 7,625.7 Total Length
C:\inetpub\wwwroot\LucityReportServer\ReportsCustom\~sw-Mains_Hotspots-Monthly.rpt Page 3 of 3 Work Order Number:
5/29/2025
8:42 AM
2025-05-01-015
Main Task:

Category: Mains
Flush
Status: New Work Order
Work Order Start Date: 5/1/2025 Work Order End Date:

Related: swHotspot Main Flush - Monthly
Problem: Supervisor: Felipe Carrillo
Comments To / From Crew
Employee Number Employee Name Date Hours
Equipment Code Equipment Description Units
Asset List (Sewer Pipes)
US / DS Address / General Location Diameter Length Material Comment / Completion Date 5-14
5-12 6 482.3 Vitrified
Clay Pipe
3565 STEVENS CREEK BL
265 CYPRESS AV
3565 STEVENS CREEK BL
265 CYPRESS AV
Special instructions -
5-14
5-16 6 409.0 Vitrified
Clay Pipe
265 TYLER AV
265 CYPRESS AV
265 TYLER AV
265 CYPRESS AV
Special instructions - DO NOT JET - ISSUE AT 15' - USE SMALL HEAD - NO SKID 21-75
21-80 8 205.2 Vitrified
Clay Pipe
3555 LEHIGH DR
681 HARVARD AV
3555 LEHIGH DR
681 HARVARD AV
Special instructions -
24-17
23-7 8 180.8 Vitrified
Clay Pipe
2620 PATRICIA DR
906 LAS PALMAS DR
2620 PATRICIA DR
906 LAS PALMAS DR
Special instructions -
27-10
27-19 6 552.7 Vitrified
Clay Pipe
1295 MANCHESTER DR
1301 JONATHAN ST
1295 MANCHESTER DR
1301 JONATHAN ST
Special instructions -
28-20
28-28 6 187.2 Vitrified
Clay Pipe
720 HILMAR ST
2407 PARK AV
720 HILMAR ST
2407 PARK AV
Special instructions -
39-27
39-17 8 124.5 Vitrified
Clay Pipe
1224 SHERWOOD AV
1227 SHERWOOD AV
1224 SHERWOOD AV
1227 SHERWOOD AV
Special instructions -
C:\inetpub\wwwroot\LucityReportServer\ReportsCustom\~sw-Mains_Hotspots-Monthly.rpt Page 1 of 3 39-17
39-23 8 224.8 Vitrified
Clay Pipe
1224 SHERWOOD AV 1224 SHERWOOD AV
1202 SHERWOOD AV
Special instructions -
39-23
39-24 212.1 Vitrified
Clay Pipe
2222 THE ALAMEDA 2222 THE ALAMEDA
Special instructions -
45-85
45-86 6 309.5 Vitrified
Clay Pipe
1610 LONG ST
2125 BRAY AV
1610 LONG ST
2125 BRAY AV
Special instructions -
45-84
45-85 6 240.4 Vitrified
Clay Pipe
2125 BRAY AV
2165 BRAY AV
2125 BRAY AV
2165 BRAY AV
Special instructions -
45-83
45-84 6 239.6 Vitrified
Clay Pipe
2165 BRAY AV
2228 BRAY AV
2165 BRAY AV
2228 BRAY AV
Special instructions -
45-82
45-83 6 234.8 Vitrified
Clay Pipe
2228 BRAY AV
2268 BRAY AV
2228 BRAY AV
2268 BRAY AV
Special instructions -
45-81
45-82 6 121.4 Vitrified
Clay Pipe
2268 BRAY AV
2278 BRAY AV
2268 BRAY AV
2278 BRAY AV
Special instructions -
45-80
45-81 6 161.4 Vitrified
Clay Pipe
2278 BRAY AV
1648 LOS PADRES BL
2278 BRAY AV
1648 LOS PADRES BL
Special instructions -
46-85
46-86 6 348.5 Vitrified
Clay Pipe
1590 JACKSON ST
1708 JACKSON ST
1590 JACKSON ST
1708 JACKSON ST
Special instructions -
48-21
48-22 8 406.6 Vitrified
Clay Pipe
1450 COLEMAN AV
1601 COLEMAN AV
1450 COLEMAN AV
1601 COLEMAN AV
Special instructions -
78-27
88-23 12 364.3 Vitrified
Clay Pipe
3575 VICTOR ST
431 NELO ST
3575 VICTOR ST
431 NELO ST
Special instructions -
103-34
103-33 12 260.1 Vitrified
Clay Pipe
5490 GREAT AMERICA PY 5490 GREAT AMERICA PY

GREAT AMERICA WAY
Special instructions -
103-35
103-34 12 361.8 Vitrified
Clay Pipe 2900 OLD MOUNTAIN VIEW

GREAT AMERICA WAY
2900 OLD MOUNTAIN VIEW
Special instructions -
113-2
103-35 12 428.8 Vitrified
Clay Pipe
2900 OLD MOUNTAIN VIEW
2600 GREAT AMERICA WY
2900 OLD MOUNTAIN VIEW
2600 GREAT AMERICA WY
Special instructions -
113-3
113-2 12 344.8 Vitrified
Clay Pipe
2600 GREAT AMERICA WY
2600 GREAT AMERICA WY
2600 GREAT AMERICA WY
2600 GREAT AMERICA WY
Special instructions -
114-21
114-20 12 147.9 Polyethyle
ne 5599 LAFAYETTE ST

GREAT AMERICA WAY
5599 LAFAYETTE ST
Special instructions -
C:\inetpub\wwwroot\LucityReportServer\ReportsCustom\~sw-Mains_Hotspots-Monthly.rpt Page 2 of 3 114-22
114-21 12 216.2 Vitrified
Clay Pipe
5599 LAFAYETTE ST
5599 LAFAYETTE ST
5599 LAFAYETTE ST
5599 LAFAYETTE ST
Special instructions -
114-20
113-3 12 271.7 Vitrified
Clay Pipe
2600 GREAT AMERICA WY 2600 GREAT AMERICA WY

GREAT AMERICA WAY
Special instructions -
25 Pipes 7,036.4 Total Length
C:\inetpub\wwwroot\LucityReportServer\ReportsCustom\~sw-Mains_Hotspots-Monthly.rpt Page 3 of 3 Work Order Number:
5/29/2025
8:43 AM
2025-05-01-014
Main Task:

Category: Mains
Inspection
Status: New Work Order
Work Order Start Date: 5/1/2025 Work Order End Date:

Related: swHotspot Main Inspection - Monthly
Problem: Supervisor: Felipe Carrillo
Comments To / From Crew
MAINS
Employee Number Employee Name Date Hours
Equipment Code Equipment Description Units
Asset List (Sewer Pipes)
US / DS Address / General Location Diameter Length Material Comment / Completion Date 10-76
10-75 8 233.5 Vitrified
Clay Pipe
3818 HANCOCK DR
3798 HANCOCK DR
3818 HANCOCK DR
3798 HANCOCK DR
Special instructions -
10-77
10-76 8 277.2 Vitrified
Clay Pipe
3798 HANCOCK DR
259 LA HERRAN DR
3798 HANCOCK DR
259 LA HERRAN DR
Special instructions -
10-78
10-77 8 323.8 Vitrified
Clay Pipe
259 LA HERRAN DR
300 MONTCLAIR DR
259 LA HERRAN DR
300 MONTCLAIR DR
Special instructions -
10-79
10-78 8 293.6 Vitrified
Clay Pipe
300 MONTCLAIR DR
3678 MAGELLAN AV
300 MONTCLAIR DR
3678 MAGELLAN AV
Special instructions -
10-80
10-79 8 304.6 Vitrified
Clay Pipe
3678 MAGELLAN AV
3638 MAGELLAN AV
3678 MAGELLAN AV
3638 MAGELLAN AV
Special instructions -
11-77
11-76 10 92.6 Vitrified
Clay Pipe
283 LA SALLE AV
250 CALVERT DR
283 LA SALLE AV
250 CALVERT DR
Special instructions -
11-78
11-77 10 163.6 Vitrified
Clay Pipe
250 CALVERT DR
241 CALVERT CT
250 CALVERT DR
241 CALVERT CT
Special instructions -
C:\inetpub\wwwroot\LucityReportServer\ReportsCustom\~sw-Mains_Hotspots-Monthly.rpt Page 1 of 3 13-97
13-98 8 133.5 Vitrified
Clay Pipe
100 SERENA WY
100 SERENA WY
100 SERENA WY
100 SERENA WY
Special instructions -
13-98
13-99 8 123.1 Vitrified
Clay Pipe
2753 MAURICIA AV
100 SERENA WY
2753 MAURICIA AV
100 SERENA WY
Special instructions -
23-5
23-89 12 124.8 Vitrified
Clay Pipe
Special instructions -
23-12
23-11 8 177.7 Vitrified
Clay Pipe
2900 MILES DR
2900 MILES DR
2900 MILES DR
2900 MILES DR
Special instructions -
26-35
26-39 6 250.2 Vitrified
Clay Pipe
400 CALIFORNIA ST
469 CALIFORNIA ST
400 CALIFORNIA ST
469 CALIFORNIA ST
Special instructions -
26-28
26-35 6 257.5 Vitrified
Clay Pipe
469 CALIFORNIA ST
1945 BELLOMY ST
469 CALIFORNIA ST
1945 BELLOMY ST
Special instructions -
26-32
26-89 10 220.0 Vitrified
Clay Pipe
1803 HENNING PL
575 WINCHESTER BL
1803 HENNING PL
575 WINCHESTER BL
Special instructions -
26-89
26-38 10 38.5 Vitrified
Clay Pipe
1802 HENNING PL
1803 HENNING PL
1802 HENNING PL
1803 HENNING PL
Special instructions -
33-34
33-35 15 54.2 Vitrified
Clay Pipe
1293 KIELY BL
1270 KIELY BL
1293 KIELY BL
1270 KIELY BL
Special instructions -
33-23
33-22 8 210.3 Vitrified
Clay Pipe
2644 EL CAMINO REAL
2620 EL CAMINO REAL
2644 EL CAMINO REAL
2620 EL CAMINO REAL
Special instructions -
33-24
33-23 8 111.2 Vitrified
Clay Pipe
2620 EL CAMINO REAL
1400 WHITE DR
2620 EL CAMINO REAL
1400 WHITE DR
Special instructions -
33-14
33-24 8 260.2 Vitrified
Clay Pipe
1400 WHITE DR
2610 EL CAMINO REAL
1400 WHITE DR
2610 EL CAMINO REAL
Special instructions -
33-9
33-14 8 266.4 Vitrified
Clay Pipe
2610 EL CAMINO REAL
2632 EL CAMINO REAL
2610 EL CAMINO REAL
2632 EL CAMINO REAL
Special instructions -
39-19
39-1 8 95.3 Vitrified
Clay Pipe
518 CHAPMAN CT
2221 THE ALAMEDA
518 CHAPMAN CT
2221 THE ALAMEDA
Special instructions -
41-15
41-14 8 181.3 Vitrified
Clay Pipe 3573 CABRILLO AV
LAWRENCE EX & 3584 CABRILLO AV
3573 CABRILLO AV
Special instructions -
41-16
41-15 8 297.3 Vitrified
Clay Pipe
3573 CABRILLO AV
3513 CABRILLO AV
3573 CABRILLO AV
3513 CABRILLO AV
Special instructions -
C:\inetpub\wwwroot\LucityReportServer\ReportsCustom\~sw-Mains_Hotspots-Monthly.rpt Page 2 of 3 56-46
46-1 10 142.4 Vitrified
Clay Pipe
2124 MAIN ST
2125 MAIN ST
2124 MAIN ST
2125 MAIN ST
Special instructions -
41-17
41-16 8 231.3 Vitrified
Clay Pipe
3513 CABRILLO AV
3502 CABRILLO AV
3513 CABRILLO AV
3502 CABRILLO AV
Special instructions -
41-18
41-17 8 24.5 Vitrified
Clay Pipe
3502 CABRILLO AV
3499 CABRILLO AV
3502 CABRILLO AV
3499 CABRILLO AV
Special instructions -
47-38
46-85 8 394.2 Vitrified
Clay Pipe
1708 JACKSON ST
1100 REEVE ST
1708 JACKSON ST
1100 REEVE ST
Special instructions -
46-86
46-93 8 335.8 Vitrified
Clay Pipe
1205 EL CAMINO REAL
1590 JACKSON ST
1205 EL CAMINO REAL
1590 JACKSON ST
Special instructions -
55-15
55-22 12 332.0 Vitrified
Clay Pipe
2299 PASETTA DR
2230 MARTIN AV
2299 PASETTA DR
2230 MARTIN AV
Special instructions -
55-11
55-15 12 219.2 Vitrified
Clay Pipe
2230 MARTIN AV
2250 MARTIN AV
2230 MARTIN AV
2250 MARTIN AV
Special instructions -
57-3
57-2 15 342.9 Vitrified
Clay Pipe
785 WALSH AV
672 WALSH AV
785 WALSH AV
672 WALSH AV
Special instructions -
57-35
57-38 18 207.9 Vitrified
Clay Pipe 525 MATHEW ST

MATHEW ST
525 MATHEW ST
Special instructions -
57-58
57-38 24 344.4 Vitrified
Clay Pipe
Special instructions -
65-11
65-14 12 335.7 Vitrified
Clay Pipe
3023 SCOTT BL
3033 SCOTT BL
3023 SCOTT BL
3033 SCOTT BL
Special instructions -
66-40
66-41 10 207.6 Vitrified
Clay Pipe
1451 WALSH AV 1451 WALSH AV
WALSH
Special instructions -
66-38
66-40 12 338.5 Vitrified
Clay Pipe 2841 SCOTT BL
WALSH
2841 SCOTT BL
Special instructions -
36 Pipes 7,946.7 Total Length
C:\inetpub\wwwroot\LucityReportServer\ReportsCustom\~sw-Mains_Hotspots-Monthly.rpt Page 3 of 3 Appendix M
SSMP Audit Checklist

Page 1 of 5 ends

City of Santa Clara
Sewer System Management Plan (SSMP)
Audit Report
The purpose of the Annual SSMP Audit is to evaluate the effectiveness of the City of Santa Clara’s SSMP and to identify deficiencies, if any, and steps to correct them. The audit is submitted pursuant to the San Francisco Bay Regional Water Quality Control Board’s Sewer System Management Plan Development Guide, July 2005.

Directions: Please check YES or NO for each question. If NO is answered for any question, describe the updates/changes needed and the timeline to complete those changes in the “Description of Scheduled Updates/Changes to the SSMP” section on

Page 5 ends

YES NO
ELEMENT 1 – GOAL AND INTRODUCTION
A. Are the goals stated in the SSMP still appropriate and accurate? □ □ ELEMENT 2 -- ORGANIZATION
A. Is the Utilities Key Staff Telephone List current? □ □ B. Is the Sanitary Sewer Overflow Responder Telephone List current? □ □ C. Is the “City Organization Chart,” in the SSMP current? □ □ D. Are the position descriptions an accurate portrayal of staff responsibilities? □ □
E.

Is the “Chain of Communication for Reporting and Responding to SSOs,” table accurate and up-to-date? □ □
ELEMENT 3 – LEGAL AUTHORITY
Does the SSMP contain excerpts from the current City of Santa Clara Municipal Code documenting the City’s legal authority to:

A. Prevent illicit discharges? □ □
B. Require proper design and construction of sewers and connections? □ □ C. Ensure access for maintenance, inspection, or repairs for portions of the lateral owned or maintained by the City? □ □
D. Limit discharges of fats, oil and grease? □ □
E. Enforce any violation of its sewer ordinances? □ □
Appendix M

Page 2 of 5 ends

YES NO
ELEMENT 4 – OPERATION & MAINTENANCE PROGRAM
Collection System Maps
A. Does the SSMP reference the current process and procedures for maintaining the City’s wastewater collection system maps? □ □ B. Are the City’s wastewater collection system maps complete, current, and sufficiently detailed? □ □
Resources and Budget
C.

Does the City allocate sufficient funds for the effective operation, maintenance and repair of the wastewater collection system and is the current budget structure documented in the SSMP?
□ □
Prioritized Preventive Maintenance
D. Does the SSMP describe current preventive maintenance activities and the system for prioritizing the cleaning of sewer lines? □ □ E.

Based upon information in the Annual SSO Report, are the City’s preventive maintenance activities sufficient and effective in minimizing SSOs and blockages?
□ □
Scheduled Inspections and Condition Assessments
F.

Is there an ongoing condition assessment program sufficient to develop a capital improvement plan addressing the proper management and protection of infrastructure assets? Are the current components of this program documented in the SSMP?
□ □
Contingency Equipment and Replacement Inventory
G.

Does the SSMP list the major equipment currently used in the operation and maintenance of the collection system and document the procedures of inventory management?
□ □
H. Are contingency equipment and replacement parts sufficient to respond to emergencies and properly conduct regular maintenance? □ □ Training
I. Is the training calendar current? □ □
J. Does the SSMP document current training expectations and programs within the City’s Sewer Division? □ □
Outreach to Plumbers and Building Contractors
K. Does the SSMP document current outreach efforts to plumbers and building contractors? □ □

Page 3 of 5 ends

YES NO
ELEMENT 5 – DESIGN AND PERFORMANCE PROVISIONS
A.

Does the SSMP contain current design and construction standards for the installation of new sanitary sewer systems, pump stations and other appurtenances and for the rehabilitation and repair of existing sanitary sewer systems?
□ □
B.

Does the SSMP document current procedures and standards for inspecting and testing the installation of new sewers, pumps, and other appurtenances and the rehabilitation and repair of existing sewer lines? □ □
ELEMENT 6 – SPILL EMERGENCY RESPONSE PLAN
A.

Does the City’s Sanitary Sewer Overflow and Backup Response Plan establish procedures for the emergency response, notification, and reporting of sanitary sewer overflows (SSOs)?
□ □
B.

Are Wastewater Division staff and contractor personnel appropriately trained on the procedures of the Sanitary Sewer Overflow and Backup Response Plan?
□ □
C.

Considering performance indicator data in the Annual SSO Report, is the Sanitary Sewer Overflow and Backup Response Plan effective in handling SSOs in order to safeguard public health and the environment? □ □
ELEMENT 7 – SEWER PIPE BLOCKAGE CONTROL PROGRAM
A. Does the Fats, Oils, and Grease (FOG) Control Program include efforts to educate the public on the proper handling and disposal of FOG? □ □ B.

Does the City’s FOG Control Program identify sections of the collection system subject to FOG blockages, establish a cleaning schedule and address source control measures to minimize these blockages? □ □
C.

Are requirements for grease removal devices, best management practices (BMP), record keeping and reporting established in the City’s FOG Control Program?
□ □
D. Does the City have sufficient legal authority to implement and enforce the FOG Control Program? □ □
E. Is the current FOG program effective in minimizing blockages of sewer lines resulting from discharges of FOG to the system □ □ ELEMENT 8 – SYSTEM EVALUATION, CAPACITY ASSURANCE, CAPITAL IMPROVEMENT A.

Does the City’s Sanitary Sewer Master Plan evaluate hydraulic deficiencies in the system, establish sufficient design criteria and recommend both short and long term capacity enhancement and improvement projects?
□ □
B.

Does the City’s Capital Improvement Plan (CIP) establish a schedule of approximate completion dates for both short and long-term improvements and is the schedule reviewed and updated to reflect current budgetary capabilities and activity accomplishment?
□ □

Page 4 of 5 ends

YES NO
ELEMENT 9 – MONITORING, MEASUREMENT, PROGRAM MODIFICATIONS A. Does the SSMP accurately portray the methods of tracking and reporting selected performance indicators? □ □
B. Is the City able to sufficiently evaluate the effectiveness of SSMP elements based on relevant information? □ □
ELEMENT 10 – SSMP PROGRAM AUDITS
A. Will the SSMP Audit be submitted to the Regional Water Board by May 2, 2014? □ □
ELEMENT 11 – COMMUNICATION PROGRAM
A.

Does the City effectively communicate with the public and other agencies about the development and implementation of the SSMP and continue to address any feedback?
□ □

Page 5 of 5 ends

Description of Scheduled Updates/Changes to the SSMP
Directions: For each NO answer, please describe the planned revision and indicate the date the revision will be completed. Reference the SSMP element and question number with each explanation.
________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________ ________________________________________________________________________

City Council and Authorities ConcurrentJuly 15, 2025

City Council and Authorities Concurrent
July 15, 2025