Manteca City Council
October 21, 2025

Fines content:

Unit weight:

Depth from free surface, at which CPT was performed (ft) Measured cone resistance (tsf)
Sleeve friction resistance (tsf)
Pore pressure (tsf)
Percentage of fines in soil (%)
Bulk soil unit weight (pcf)
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:44:51 AM 14 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data ::

Point ID σv
(tsf)
Depth
(ft)
u0 rd CSR
(tsf)
σv'
(tsf)
MSF CSReq Kσ CSR* Belongs to
transition
User
FS
1 1.31 0.07 0.00 0.07 1.00 0.280 1.10 0.253 1.10 1.10 2.000 No 2 1.48 0.08 0.00 0.08 1.00 0.280 1.10 0.253 1.10 1.10 2.000 No 3 1.64 0.09 0.00 0.09 1.00 0.280 1.10 0.253 1.10 1.10 2.000 No 4 1.80 0.10 0.00 0.10 1.00 0.280 1.10 0.253 1.10 1.10 2.000 No 5 1.97 0.11 0.00 0.11 1.00 0.280 1.10 0.253 1.10 1.10 2.000 No 6 2.13 0.11 0.00 0.11 1.00 0.280 1.10 0.253 1.10 1.10 2.000 No 7 2.30 0.12 0.00 0.12 1.00 0.280 1.10 0.253 1.10 1.10 2.000 No 8 2.46 0.13 0.00 0.13 1.00 0.280 1.10 0.253 1.10 1.10 2.000 No 9 2.63 0.14 0.00 0.14 1.00 0.279 1.10 0.253 1.10 1.10 2.000 No 10 2.79 0.15 0.00 0.15 1.00 0.279 1.10 0.253 1.10 1.10 2.000 No 11 2.95 0.16 0.00 0.16 1.00 0.279 1.10 0.253 1.10 1.10 2.000 No 12 3.12 0.16 0.00 0.16 1.00 0.279 1.10 0.253 1.10 1.10 2.000 No 13 3.28 0.17 0.00 0.17 1.00 0.279 1.10 0.253 1.10 1.10 2.000 No 14 3.44 0.18 0.00 0.18 1.00 0.279 1.10 0.253 1.10 1.10 2.000 No 15 3.61 0.19 0.00 0.19 1.00 0.279 1.10 0.253 1.10 1.10 2.000 No 16 3.77 0.20 0.00 0.20 1.00 0.279 1.10 0.253 1.10 1.10 2.000 No 17 3.94 0.20 0.00 0.20 1.00 0.278 1.10 0.252 1.10 1.10 2.000 No 18 4.10 0.21 0.00 0.21 1.00 0.278 1.10 0.252 1.10 1.10 2.000 No 19 4.26 0.22 0.00 0.22 0.99 0.278 1.10 0.252 1.10 1.10 2.000 No 20 4.43 0.23 0.00 0.23 0.99 0.278 1.10 0.252 1.10 1.10 2.000 No 21 4.59 0.24 0.00 0.24 0.99 0.278 1.10 0.252 1.10 1.10 2.000 No 22 4.76 0.25 0.00 0.25 0.99 0.278 1.10 0.252 1.10 1.10 2.000 No 23 4.92 0.25 0.00 0.25 0.99 0.278 1.10 0.252 1.10 1.10 2.000 No 24 5.08 0.26 0.00 0.26 0.99 0.277 1.10 0.252 1.10 1.10 2.000 No 25 5.25 0.27 0.00 0.27 0.99 0.277 1.10 0.251 1.10 1.10 2.000 No 26 5.41 0.28 0.00 0.28 0.99 0.277 1.10 0.251 1.10 1.10 2.000 No 27 5.58 0.29 0.00 0.29 0.99 0.277 1.10 0.251 1.10 1.10 2.000 No 28 5.74 0.30 0.00 0.30 0.99 0.277 1.10 0.251 1.10 1.10 2.000 No 29 5.91 0.31 0.00 0.31 0.99 0.277 1.10 0.251 1.10 1.10 2.000 No 30 6.07 0.31 0.00 0.31 0.99 0.277 1.10 0.251 1.10 1.10 2.000 No 31 6.23 0.32 0.00 0.32 0.99 0.276 1.10 0.251 1.10 1.10 2.000 No 32 6.40 0.33 0.00 0.33 0.99 0.276 1.10 0.250 1.10 1.10 2.000 No 33 6.56 0.34 0.00 0.34 0.99 0.276 1.10 0.250 1.10 1.10 2.000 No 34 6.73 0.35 0.00 0.35 0.99 0.276 1.10 0.250 1.10 1.10 2.000 No 35 6.89 0.36 0.00 0.36 0.99 0.276 1.10 0.250 1.10 1.10 2.000 No 36 7.05 0.37 0.00 0.37 0.99 0.276 1.10 0.250 1.10 1.10 2.000 No 37 7.22 0.38 0.00 0.38 0.99 0.275 1.10 0.250 1.10 1.10 2.000 No 38 7.38 0.38 0.00 0.38 0.98 0.275 1.10 0.250 1.10 1.10 2.000 No 39 7.55 0.39 0.00 0.39 0.98 0.275 1.10 0.250 1.10 1.10 2.000 No 40 7.71 0.40 0.00 0.40 0.98 0.275 1.10 0.249 1.10 1.10 2.000 No 41 7.87 0.41 0.00 0.41 0.98 0.275 1.10 0.249 1.10 1.10 2.000 No 42 8.04 0.42 0.00 0.42 0.98 0.275 1.10 0.249 1.09 1.10 2.000 No 43 8.20 0.43 0.00 0.43 0.98 0.275 1.10 0.249 1.09 1.10 2.000 No 44 8.37 0.44 0.00 0.44 0.98 0.274 1.10 0.249 1.09 1.10 2.000 No 45 8.53 0.45 0.00 0.45 0.98 0.274 1.10 0.249 1.08 1.10 2.000 No 46 8.69 0.46 0.00 0.46 0.98 0.274 1.10 0.249 1.08 1.10 2.000 No 47 8.86 0.47 0.00 0.47 0.98 0.274 1.10 0.248 1.08 1.10 2.000 No 48 9.02 0.47 0.00 0.47 0.98 0.274 1.10 0.249 1.08 1.10 0.273 No CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:44:51 AM 15 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv
(tsf)
Depth
(ft)
u0 rd CSR
(tsf)
σv'
(tsf)
MSF CSReq Kσ CSR* Belongs to
transition
User
FS
49 9.19 0.48 0.01 0.48 0.98 0.277 1.10 0.251 1.08 1.10 0.275 No 50 9.35 0.49 0.01 0.48 0.98 0.280 1.10 0.254 1.08 1.10 0.279 No 51 9.51 0.50 0.02 0.48 0.98 0.282 1.10 0.256 1.07 1.10 0.281 No 52 9.68 0.51 0.02 0.49 0.98 0.285 1.10 0.258 1.07 1.10 0.285 No 53 9.84 0.52 0.03 0.49 0.98 0.287 1.10 0.261 1.07 1.10 0.287 No 54 10.01 0.53 0.03 0.50 0.98 0.290 1.10 0.263 1.07 1.10 0.289 No 55 10.17 0.54 0.04 0.50 0.98 0.292 1.10 0.265 1.07 1.10 0.293 No 56 10.34 0.55 0.04 0.50 0.97 0.295 1.10 0.267 1.07 1.10 0.295 No 57 10.50 0.55 0.05 0.51 0.97 0.297 1.10 0.270 1.07 1.10 0.297 No 58 10.66 0.56 0.05 0.51 0.97 0.300 1.10 0.272 1.07 1.10 0.303 No 59 10.83 0.57 0.06 0.51 0.97 0.302 1.10 0.274 1.07 1.10 0.302 No 60 10.99 0.58 0.06 0.52 0.97 0.304 1.10 0.276 1.07 1.10 0.306 No 61 11.15 0.59 0.07 0.52 0.97 0.306 1.10 0.278 1.07 1.10 0.309 No 62 11.32 0.60 0.07 0.53 0.97 0.309 1.10 0.280 1.06 1.10 0.312 No 63 11.48 0.61 0.08 0.53 0.97 0.311 1.10 0.282 1.06 1.10 0.314 No 64 11.65 0.62 0.08 0.53 0.97 0.313 1.10 0.284 1.06 1.10 0.317 No 65 11.81 0.63 0.09 0.54 0.97 0.315 1.10 0.286 1.06 1.10 0.317 No 66 11.97 0.63 0.09 0.54 0.97 0.317 1.10 0.288 1.06 1.10 0.319 No 67 12.14 0.64 0.10 0.55 0.97 0.319 1.10 0.289 1.06 1.10 0.322 No 68 12.30 0.65 0.10 0.55 0.97 0.321 1.10 0.291 1.06 1.10 0.326 No 69 12.47 0.66 0.11 0.55 0.97 0.323 1.10 0.293 1.06 1.10 0.328 No 70 12.63 0.67 0.11 0.56 0.97 0.325 1.10 0.295 1.06 1.10 0.330 No 71 12.79 0.68 0.12 0.56 0.97 0.327 1.10 0.296 1.06 1.10 0.332 No 72 12.96 0.69 0.12 0.56 0.96 0.329 1.10 0.298 1.06 1.10 0.334 No 73 13.12 0.70 0.13 0.57 0.96 0.330 1.10 0.300 1.06 1.10 0.335 No 74 13.29 0.71 0.13 0.57 0.96 0.332 1.10 0.301 1.06 1.10 0.337 No 75 13.45 0.72 0.14 0.58 0.96 0.334 1.10 0.303 1.06 1.10 0.340 No 76 13.62 0.72 0.14 0.58 0.96 0.336 1.10 0.304 1.05 1.10 0.343 No 77 13.78 0.73 0.15 0.58 0.96 0.337 1.10 0.306 1.05 1.10 0.346 No 78 13.94 0.74 0.15 0.59 0.96 0.339 1.10 0.307 1.05 1.10 0.348 No 79 14.11 0.75 0.16 0.59 0.96 0.341 1.10 0.309 1.05 1.10 0.349 No 80 14.27 0.76 0.16 0.60 0.96 0.342 1.10 0.310 1.05 1.10 0.352 No 81 14.44 0.77 0.17 0.60 0.96 0.344 1.10 0.312 1.05 1.10 0.353 No 82 14.60 0.78 0.17 0.60 0.96 0.345 1.10 0.313 1.05 1.10 0.355 No 83 14.76 0.79 0.18 0.61 0.96 0.347 1.10 0.314 1.05 1.10 0.354 No 84 14.93 0.80 0.18 0.61 0.96 0.348 1.10 0.316 1.05 1.10 0.356 No 85 15.09 0.80 0.19 0.61 0.96 0.350 1.10 0.317 1.05 1.10 0.360 No 86 15.26 0.81 0.20 0.62 0.96 0.351 1.10 0.319 1.05 1.10 0.362 No 87 15.42 0.82 0.20 0.62 0.95 0.353 1.10 0.320 1.04 1.10 0.365 No 88 15.58 0.83 0.21 0.62 0.95 0.354 1.10 0.321 1.04 1.10 0.366 No 89 15.75 0.84 0.21 0.63 0.95 0.356 1.10 0.323 1.05 1.10 0.365 No 90 15.91 0.85 0.22 0.63 0.95 0.357 1.10 0.324 1.05 1.10 0.366 No 91 16.08 0.86 0.22 0.64 0.95 0.358 1.10 0.325 1.05 1.10 0.368 No 92 16.24 0.87 0.23 0.64 0.95 0.360 1.10 0.326 1.05 1.10 0.369 No 93 16.40 0.87 0.23 0.64 0.95 0.361 1.10 0.327 1.05 1.10 0.371 No 94 16.57 0.88 0.24 0.65 0.95 0.362 1.10 0.328 1.05 1.10 0.372 No 95 16.73 0.89 0.24 0.65 0.95 0.363 1.10 0.329 1.05 1.10 0.373 No 96 16.90 0.90 0.25 0.66 0.95 0.364 1.10 0.331 1.05 1.10 0.371 No CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:44:51 AM 16 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv
(tsf)
Depth
(ft)
u0 rd CSR
(tsf)
σv'
(tsf)
MSF CSReq Kσ CSR* Belongs to
transition
User
FS
97 17.06 0.91 0.25 0.66 0.95 0.366 1.10 0.332 1.05 1.10 0.371 No 98 17.22 0.92 0.26 0.67 0.95 0.367 1.10 0.332 1.05 1.10 0.371 No 99 17.39 0.93 0.26 0.67 0.95 0.368 1.10 0.333 1.06 1.10 0.357 No 100 17.55 0.94 0.27 0.68 0.95 0.369 1.10 0.334 1.07 1.10 0.355 No 101 17.72 0.95 0.27 0.68 0.94 0.370 1.10 0.335 1.06 1.10 0.356 No 102 17.88 0.96 0.28 0.69 0.94 0.370 1.10 0.336 1.06 1.10 0.356 No 103 18.05 0.97 0.28 0.69 0.94 0.371 1.10 0.337 1.06 1.10 0.358 No 104 18.21 0.98 0.29 0.70 0.94 0.372 1.10 0.338 1.06 1.10 0.367 No 105 18.37 0.99 0.29 0.70 0.94 0.373 1.10 0.338 1.07 1.10 0.354 No 106 18.54 1.00 0.30 0.71 0.94 0.374 1.10 0.339 1.09 1.10 0.330 No 107 18.70 1.01 0.30 0.71 0.94 0.374 1.10 0.340 1.10 1.10 0.324 No 108 18.86 1.03 0.31 0.72 0.94 0.375 1.10 0.340 1.10 1.10 0.325 No 109 19.03 1.04 0.31 0.72 0.94 0.376 1.10 0.341 1.06 1.10 0.366 No 110 19.19 1.05 0.32 0.73 0.94 0.377 1.10 0.342 1.04 1.10 0.385 No 111 19.36 1.06 0.32 0.73 0.94 0.377 1.10 0.342 1.04 1.10 0.390 No 112 19.52 1.07 0.33 0.74 0.94 0.378 1.10 0.343 1.04 1.10 0.390 No 113 19.68 1.08 0.33 0.74 0.94 0.379 1.10 0.343 1.04 1.10 0.390 No 114 19.85 1.09 0.34 0.75 0.93 0.379 1.10 0.344 1.04 1.10 0.391 No 115 20.01 1.10 0.34 0.75 0.93 0.380 1.10 0.345 1.03 1.10 0.393 No 116 20.18 1.11 0.35 0.76 0.93 0.381 1.10 0.345 1.03 1.10 0.395 No 117 20.34 1.12 0.35 0.76 0.93 0.381 1.10 0.346 1.03 1.10 0.395 No 118 20.50 1.13 0.36 0.77 0.93 0.382 1.10 0.347 1.03 1.10 0.395 No 119 20.67 1.14 0.36 0.77 0.93 0.383 1.10 0.347 1.03 1.10 0.396 No 120 20.83 1.15 0.37 0.78 0.93 0.383 1.10 0.348 1.03 1.10 0.395 No 121 21.00 1.16 0.37 0.78 0.93 0.384 1.10 0.348 1.03 1.10 0.394 No 122 21.16 1.17 0.38 0.79 0.93 0.385 1.10 0.349 1.03 1.10 0.398 No 123 21.32 1.18 0.38 0.79 0.93 0.385 1.10 0.349 1.03 1.10 0.402 No 124 21.49 1.19 0.39 0.80 0.93 0.386 1.10 0.350 1.03 1.10 0.405 No 125 21.65 1.20 0.39 0.80 0.93 0.387 1.10 0.351 1.02 1.10 0.406 No 126 21.82 1.21 0.40 0.81 0.93 0.387 1.10 0.351 1.03 1.10 0.403 No 127 21.98 1.22 0.41 0.81 0.93 0.388 1.10 0.352 1.03 1.10 0.396 No 128 22.15 1.23 0.41 0.82 0.92 0.388 1.10 0.352 1.03 1.10 0.403 No 129 22.31 1.24 0.42 0.82 0.92 0.389 1.10 0.352 1.02 1.10 0.408 No 130 22.47 1.25 0.42 0.83 0.92 0.389 1.10 0.353 1.02 1.10 0.409 No 131 22.64 1.26 0.43 0.83 0.92 0.390 1.10 0.353 1.02 1.10 0.408 No 132 22.80 1.27 0.43 0.84 0.92 0.390 1.10 0.354 1.02 1.10 0.409 No 133 22.97 1.28 0.44 0.84 0.92 0.391 1.10 0.354 1.03 1.10 0.401 No 134 23.13 1.29 0.44 0.85 0.92 0.391 1.10 0.355 1.03 1.10 0.393 No 135 23.29 1.30 0.45 0.85 0.92 0.392 1.10 0.355 1.03 1.10 0.397 No 136 23.46 1.31 0.45 0.85 0.92 0.392 1.10 0.356 1.02 1.10 0.406 No 137 23.62 1.32 0.46 0.86 0.92 0.393 1.10 0.356 1.02 1.10 0.412 No 138 23.79 1.33 0.46 0.86 0.92 0.393 1.10 0.356 1.02 1.10 0.415 No 139 23.95 1.34 0.47 0.87 0.92 0.393 1.10 0.357 1.02 1.10 0.416 No 140 24.11 1.35 0.47 0.87 0.91 0.394 1.10 0.357 1.02 1.10 0.416 No 141 24.28 1.36 0.48 0.88 0.91 0.394 1.10 0.357 1.02 1.10 0.414 No 142 24.44 1.37 0.48 0.89 0.91 0.394 1.10 0.358 1.02 1.10 0.409 No 143 24.61 1.38 0.49 0.89 0.91 0.395 1.10 0.358 1.02 1.10 0.411 No 144 24.77 1.39 0.49 0.90 0.91 0.395 1.10 0.358 1.02 1.10 0.413 No CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:44:51 AM 17 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv
(tsf)
Depth
(ft)
u0 rd CSR
(tsf)
σv'
(tsf)
MSF CSReq Kσ CSR* Belongs to
transition
User
FS
145 24.93 1.40 0.50 0.90 0.91 0.395 1.10 0.358 1.02 1.10 0.411 No 146 25.10 1.41 0.50 0.90 0.91 0.396 1.10 0.359 1.02 1.10 0.410 No 147 25.26 1.42 0.51 0.91 0.91 0.396 1.10 0.359 1.02 1.10 0.411 No 148 25.43 1.43 0.51 0.91 0.91 0.396 1.10 0.359 1.02 1.10 0.412 No 149 25.59 1.44 0.52 0.92 0.91 0.397 1.10 0.360 1.02 1.10 0.413 No 150 25.75 1.45 0.52 0.92 0.91 0.397 1.10 0.360 1.01 1.10 0.415 No 151 25.92 1.46 0.53 0.93 0.91 0.397 1.10 0.360 1.01 1.10 0.418 No 152 26.08 1.47 0.53 0.93 0.91 0.398 1.10 0.361 1.01 1.10 0.419 No 153 26.25 1.48 0.54 0.94 0.90 0.398 1.10 0.361 1.01 1.10 0.419 No 154 26.41 1.49 0.54 0.94 0.90 0.398 1.10 0.361 1.01 1.10 0.418 No 155 26.57 1.50 0.55 0.95 0.90 0.398 1.10 0.361 1.01 1.10 0.421 No 156 26.74 1.51 0.55 0.95 0.90 0.399 1.10 0.361 1.01 1.10 0.422 No 157 26.90 1.52 0.56 0.96 0.90 0.399 1.10 0.362 1.01 1.10 0.425 No 158 27.07 1.53 0.56 0.96 0.90 0.399 1.10 0.362 1.01 1.10 0.427 No 159 27.23 1.54 0.57 0.97 0.90 0.399 1.10 0.362 1.01 1.10 0.427 No 160 27.39 1.55 0.57 0.97 0.90 0.400 1.10 0.362 1.01 1.10 0.427 No 161 27.56 1.55 0.58 0.98 0.90 0.400 1.10 0.363 1.01 1.10 0.428 No 162 27.72 1.56 0.58 0.98 0.90 0.400 1.10 0.363 1.01 1.10 0.428 No 163 27.89 1.57 0.59 0.98 0.90 0.401 1.10 0.363 1.01 1.10 0.429 No 164 28.05 1.58 0.59 0.99 0.90 0.401 1.10 0.364 1.01 1.10 0.428 No 165 28.21 1.59 0.60 0.99 0.89 0.401 1.10 0.364 1.01 1.10 0.426 No 166 28.38 1.60 0.60 1.00 0.89 0.402 1.10 0.364 1.01 1.10 0.426 No 167 28.54 1.61 0.61 1.00 0.89 0.402 1.10 0.364 1.01 1.10 0.428 No 168 28.71 1.62 0.61 1.00 0.89 0.402 1.10 0.365 1.01 1.10 0.428 No 169 28.87 1.63 0.62 1.01 0.89 0.402 1.10 0.365 1.00 1.10 0.428 No 170 29.04 1.64 0.63 1.01 0.89 0.403 1.10 0.365 1.00 1.10 0.429 No 171 29.20 1.65 0.63 1.02 0.89 0.403 1.10 0.365 1.00 1.10 0.430 No 172 29.36 1.66 0.64 1.02 0.89 0.403 1.10 0.365 1.00 1.10 0.431 No 173 29.53 1.67 0.64 1.03 0.89 0.403 1.10 0.365 1.00 1.10 0.430 No 174 29.69 1.68 0.65 1.03 0.89 0.403 1.10 0.365 1.00 1.10 0.428 No 175 29.86 1.69 0.65 1.04 0.89 0.403 1.10 0.365 1.00 1.10 0.428 No 176 30.02 1.70 0.66 1.04 0.89 0.403 1.10 0.366 1.00 1.10 0.430 No 177 30.18 1.71 0.66 1.05 0.88 0.403 1.10 0.366 1.00 1.10 0.430 No 178 30.35 1.72 0.67 1.05 0.88 0.403 1.10 0.366 1.00 1.10 0.432 No 179 30.51 1.73 0.67 1.06 0.88 0.403 1.10 0.366 1.00 1.10 0.433 No 180 30.68 1.74 0.68 1.06 0.88 0.403 1.10 0.366 1.00 1.10 0.433 No 181 30.84 1.75 0.68 1.07 0.88 0.404 1.10 0.366 1.00 1.10 0.432 No 182 31.00 1.76 0.69 1.07 0.88 0.404 1.10 0.366 1.00 1.10 0.432 No 183 31.17 1.77 0.69 1.08 0.88 0.404 1.10 0.366 1.00 1.10 0.430 No 184 31.33 1.78 0.70 1.08 0.88 0.404 1.10 0.366 1.00 1.10 0.426 No 185 31.50 1.79 0.70 1.09 0.88 0.404 1.10 0.366 1.00 1.10 0.430 No 186 31.66 1.80 0.71 1.09 0.88 0.404 1.10 0.366 1.00 1.10 0.431 No 187 31.82 1.81 0.71 1.10 0.88 0.404 1.10 0.366 1.00 1.10 0.428 No 188 31.99 1.82 0.72 1.10 0.88 0.404 1.10 0.366 0.99 1.10 0.418 No 189 32.15 1.83 0.72 1.11 0.87 0.404 1.10 0.366 0.99 1.10 0.389 No 190 32.32 1.84 0.73 1.11 0.87 0.404 1.10 0.366 0.99 1.10 0.390 No 191 32.48 1.85 0.73 1.12 0.87 0.404 1.10 0.366 0.99 1.10 0.391 No 192 32.64 1.86 0.74 1.12 0.87 0.404 1.10 0.366 0.98 1.10 0.391 No CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:44:51 AM 18 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv
(tsf)
Depth
(ft)
u0 rd CSR
(tsf)
σv'
(tsf)
MSF CSReq Kσ CSR* Belongs to
transition
User
FS
193 32.81 1.87 0.74 1.13 0.87 0.404 1.10 0.366 0.98 1.10 0.392 No 194 32.97 1.88 0.75 1.14 0.87 0.403 1.10 0.366 0.98 1.10 0.393 No 195 33.14 1.89 0.75 1.14 0.87 0.403 1.10 0.366 0.98 1.10 0.392 No 196 33.30 1.91 0.76 1.15 0.87 0.403 1.10 0.366 0.98 1.10 0.395 No 197 33.47 1.92 0.76 1.15 0.87 0.403 1.10 0.366 0.98 1.10 0.406 No 198 33.63 1.93 0.77 1.16 0.87 0.403 1.10 0.366 0.98 1.10 0.404 No 199 33.79 1.94 0.77 1.16 0.87 0.403 1.10 0.366 0.98 1.10 0.403 No 200 33.96 1.95 0.78 1.17 0.87 0.403 1.10 0.365 0.98 1.10 0.407 No 201 34.12 1.96 0.78 1.17 0.86 0.403 1.10 0.365 0.98 1.10 0.411 No 202 34.28 1.97 0.79 1.18 0.86 0.403 1.10 0.365 0.98 1.10 0.412 No 203 34.45 1.98 0.79 1.18 0.86 0.403 1.10 0.365 0.98 1.10 0.418 No 204 34.61 1.99 0.80 1.19 0.86 0.403 1.10 0.365 0.98 1.10 0.421 No 205 34.78 2.00 0.80 1.19 0.86 0.403 1.10 0.365 0.98 1.10 0.422 No 206 34.94 2.01 0.81 1.20 0.86 0.403 1.10 0.365 0.98 1.10 0.421 No 207 35.10 2.02 0.81 1.20 0.86 0.403 1.10 0.365 0.98 1.10 0.419 No 208 35.27 2.03 0.82 1.21 0.86 0.402 1.10 0.365 0.98 1.10 0.414 No 209 35.43 2.04 0.82 1.21 0.86 0.402 1.10 0.365 0.98 1.10 0.420 No 210 35.60 2.05 0.83 1.22 0.86 0.402 1.10 0.365 0.98 1.10 0.425 No 211 35.76 2.06 0.83 1.22 0.86 0.402 1.10 0.365 0.98 1.10 0.419 No 212 35.92 2.07 0.84 1.23 0.85 0.402 1.10 0.365 0.96 1.10 0.401 No 213 36.09 2.08 0.85 1.24 0.85 0.402 1.10 0.365 0.95 1.10 0.402 No 214 36.25 2.09 0.85 1.24 0.85 0.402 1.10 0.364 0.95 1.10 0.402 No 215 36.42 2.10 0.86 1.25 0.85 0.402 1.10 0.364 0.95 1.10 0.403 No 216 36.58 2.11 0.86 1.25 0.85 0.401 1.10 0.364 0.95 1.10 0.403 No 217 36.74 2.12 0.87 1.26 0.85 0.401 1.10 0.364 0.95 1.10 0.403 No 218 36.91 2.13 0.87 1.26 0.85 0.401 1.10 0.364 0.95 1.10 0.404 No 219 37.07 2.14 0.88 1.27 0.85 0.401 1.10 0.364 0.95 1.10 0.404 No 220 37.24 2.16 0.88 1.27 0.85 0.401 1.10 0.363 0.94 1.10 0.405 No 221 37.40 2.17 0.89 1.28 0.85 0.401 1.10 0.363 0.94 1.10 0.405 No 222 37.57 2.18 0.89 1.29 0.85 0.400 1.10 0.363 0.94 1.10 0.405 No 223 37.73 2.19 0.90 1.29 0.85 0.400 1.10 0.363 0.94 1.10 0.406 No 224 37.89 2.20 0.90 1.30 0.84 0.400 1.10 0.363 0.94 1.10 0.406 No 225 38.06 2.21 0.91 1.30 0.84 0.400 1.10 0.363 0.94 1.10 0.406 No 226 38.22 2.22 0.91 1.31 0.84 0.400 1.10 0.362 0.94 1.10 0.407 No 227 38.39 2.23 0.92 1.31 0.84 0.400 1.10 0.362 0.94 1.10 0.407 No 228 38.55 2.24 0.92 1.32 0.84 0.399 1.10 0.362 0.93 1.10 0.408 No 229 38.71 2.25 0.93 1.32 0.84 0.399 1.10 0.362 0.93 1.10 0.408 No 230 38.88 2.26 0.93 1.33 0.84 0.399 1.10 0.362 0.93 1.10 0.408 No 231 39.04 2.27 0.94 1.33 0.84 0.399 1.10 0.362 0.93 1.10 0.409 No 232 39.21 2.28 0.94 1.34 0.84 0.399 1.10 0.362 0.93 1.10 0.409 No 233 39.37 2.29 0.95 1.35 0.84 0.398 1.10 0.361 0.93 1.10 0.409 No 234 39.53 2.30 0.95 1.35 0.84 0.398 1.10 0.361 0.93 1.10 0.410 No 235 39.70 2.31 0.96 1.36 0.83 0.398 1.10 0.361 0.93 1.10 0.410 No 236 39.86 2.32 0.96 1.36 0.83 0.398 1.10 0.361 0.92 1.10 0.410 No 237 40.03 2.34 0.97 1.37 0.83 0.398 1.10 0.361 0.92 1.10 0.411 No 238 40.19 2.35 0.97 1.37 0.83 0.398 1.10 0.360 0.92 1.10 0.411 No 239 40.35 2.36 0.98 1.38 0.83 0.397 1.10 0.360 0.93 1.10 0.406 No 240 40.52 2.37 0.98 1.38 0.83 0.397 1.10 0.360 0.97 1.10 0.434 No CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:44:51 AM 19 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv
(tsf)
Depth
(ft)
u0 rd CSR
(tsf)
σv'
(tsf)
MSF CSReq Kσ CSR* Belongs to
transition
User
FS
241 40.68 2.38 0.99 1.39 0.83 0.397 1.10 0.360 0.97 1.10 0.431 No 242 40.85 2.39 0.99 1.39 0.83 0.397 1.10 0.360 0.97 1.10 0.436 No 243 41.01 2.40 1.00 1.40 0.83 0.397 1.10 0.360 0.97 1.10 0.437 No 244 41.17 2.41 1.00 1.40 0.83 0.397 1.10 0.360 0.97 1.10 0.437 No 245 41.34 2.42 1.01 1.41 0.83 0.397 1.10 0.360 0.97 1.10 0.437 No 246 41.50 2.43 1.01 1.41 0.83 0.396 1.10 0.359 0.97 1.10 0.437 No 247 41.67 2.44 1.02 1.42 0.82 0.396 1.10 0.359 0.97 1.10 0.437 No 248 41.83 2.45 1.02 1.42 0.82 0.396 1.10 0.359 0.97 1.10 0.437 No 249 41.99 2.45 1.03 1.43 0.82 0.396 1.10 0.359 0.97 1.10 0.438 No 250 42.16 2.46 1.03 1.43 0.82 0.396 1.10 0.359 0.97 1.10 0.438 No 251 42.32 2.47 1.04 1.43 0.82 0.396 1.10 0.359 0.97 1.10 0.438 No 252 42.49 2.48 1.04 1.44 0.82 0.396 1.10 0.359 0.97 1.10 0.438 No 253 42.65 2.49 1.05 1.44 0.82 0.396 1.10 0.359 0.97 1.10 0.438 No 254 42.81 2.50 1.06 1.45 0.82 0.395 1.10 0.359 0.97 1.10 0.438 No 255 42.98 2.51 1.06 1.45 0.82 0.395 1.10 0.358 0.97 1.10 0.438 No 256 43.14 2.52 1.07 1.46 0.82 0.395 1.10 0.358 0.97 1.10 0.438 No 257 43.31 2.53 1.07 1.46 0.82 0.395 1.10 0.358 0.97 1.10 0.438 No 258 43.47 2.54 1.08 1.47 0.81 0.395 1.10 0.358 0.97 1.10 0.438 No 259 43.63 2.55 1.08 1.47 0.81 0.395 1.10 0.358 0.97 1.10 0.438 No 260 43.80 2.56 1.09 1.47 0.81 0.395 1.10 0.358 0.97 1.10 0.438 No 261 43.96 2.57 1.09 1.48 0.81 0.395 1.10 0.358 0.97 1.10 0.438 No 262 44.13 2.58 1.10 1.48 0.81 0.394 1.10 0.358 0.97 1.10 0.438 No 263 44.29 2.59 1.10 1.49 0.81 0.394 1.10 0.358 0.97 1.10 0.438 No 264 44.45 2.60 1.11 1.49 0.81 0.394 1.10 0.357 0.97 1.10 0.438 No 265 44.62 2.61 1.11 1.49 0.81 0.394 1.10 0.357 0.97 1.10 0.438 No 266 44.78 2.62 1.12 1.50 0.81 0.394 1.10 0.357 0.97 1.10 0.438 No 267 44.95 2.62 1.12 1.50 0.81 0.394 1.10 0.357 0.97 1.10 0.438 No 268 45.11 2.63 1.13 1.51 0.81 0.394 1.10 0.357 0.97 1.10 0.438 No 269 45.28 2.64 1.13 1.51 0.81 0.394 1.10 0.357 0.97 1.10 0.438 No 270 45.44 2.65 1.14 1.51 0.80 0.394 1.10 0.357 0.97 1.10 0.438 No 271 45.60 2.66 1.14 1.52 0.80 0.393 1.10 0.357 0.97 1.10 0.438 No 272 45.77 2.67 1.15 1.52 0.80 0.393 1.10 0.357 0.97 1.10 0.438 No 273 45.93 2.68 1.15 1.53 0.80 0.393 1.10 0.356 0.97 1.10 0.438 No 274 46.10 2.69 1.16 1.53 0.80 0.393 1.10 0.356 0.97 1.10 0.438 No 275 46.26 2.70 1.16 1.54 0.80 0.393 1.10 0.356 0.97 1.10 0.438 No 276 46.42 2.71 1.17 1.54 0.80 0.393 1.10 0.356 0.97 1.10 0.438 No 277 46.59 2.72 1.17 1.55 0.80 0.392 1.10 0.356 0.97 1.10 0.438 No 278 46.75 2.73 1.18 1.55 0.80 0.392 1.10 0.356 0.97 1.10 0.437 No 279 46.92 2.74 1.18 1.55 0.80 0.392 1.10 0.356 0.97 1.10 0.437 No 280 47.08 2.75 1.19 1.56 0.80 0.392 1.10 0.355 0.97 1.10 0.437 No 281 47.24 2.76 1.19 1.56 0.79 0.392 1.10 0.355 0.96 1.10 0.437 No 282 47.41 2.76 1.20 1.57 0.79 0.392 1.10 0.355 0.96 1.10 0.437 No 283 47.57 2.77 1.20 1.57 0.79 0.391 1.10 0.355 0.96 1.10 0.437 No 284 47.74 2.78 1.21 1.57 0.79 0.391 1.10 0.355 0.96 1.10 0.436 No 285 47.90 2.79 1.21 1.58 0.79 0.391 1.10 0.355 0.96 1.10 0.436 No 286 48.06 2.80 1.22 1.58 0.79 0.391 1.10 0.355 0.96 1.10 0.436 No 287 48.23 2.81 1.22 1.59 0.79 0.391 1.10 0.354 0.96 1.10 0.436 No 288 48.39 2.82 1.23 1.59 0.79 0.391 1.10 0.354 0.96 1.10 0.436 No CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:44:51 AM 20 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv
(tsf)
Depth
(ft)
u0 rd CSR
(tsf)
σv'
(tsf)
MSF CSReq Kσ CSR* Belongs to
transition
User
FS
289 48.56 2.83 1.23 1.60 0.79 0.390 1.10 0.354 0.96 1.10 0.436 No 290 48.72 2.84 1.24 1.60 0.79 0.390 1.10 0.354 0.96 1.10 0.436 No 291 48.88 2.85 1.24 1.61 0.79 0.390 1.10 0.354 0.96 1.10 0.436 No 292 49.05 2.86 1.25 1.61 0.79 0.390 1.10 0.353 0.96 1.10 0.435 No 293 49.21 2.87 1.25 1.62 0.78 0.389 1.10 0.353 0.96 1.10 0.435 No 294 49.38 2.88 1.26 1.62 0.78 0.389 1.10 0.353 0.96 1.10 0.434 No 295 49.54 2.89 1.26 1.63 0.78 0.389 1.10 0.353 0.95 1.10 0.434 No 296 49.70 2.90 1.27 1.63 0.78 0.389 1.10 0.353 0.95 1.10 0.433 No 297 49.87 2.91 1.28 1.64 0.78 0.388 1.10 0.352 0.94 1.10 0.429 No 298 50.03 2.92 1.28 1.64 0.78 0.388 1.10 0.352 0.95 1.10 0.431 No 299 50.20 2.93 1.29 1.64 0.78 0.388 1.10 0.352 0.95 1.10 0.433 No Depth:
σv:
u0:
σv':
rd:

CSR:

MSF:

CSReq:

Kσ:

CSR*:

Depth from free surface, at which CPT was performed (ft) Total overburden pressure at test point (tsf)
Water pressure at test point (tsf)
Effective overburden pressure based on GWT during earthquake (tsf) Nonlinear shear mass factor
Cyclic Stress Ratio
Magnitude Scaling Factor
CSR adjusted for M=7.5
Effective overburden stress factor
CSR fully adjusted
Abbreviations
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:44:51 AM 21 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Resistance Ratio (CRR) calculation data ::

Point ID qt FC (%)
(tsf)
Ic m CN qc1N Δqc1N CRR7.5 Belongs to
trans. layer
Clay-like
behaviour
Depth
(ft)
qc1N,cs FS
1 1.31 18.47 53.97 2.39 0.53 1.70 31.59 55.79 87.37 4.000 No No 2.00 2 1.48 16.96 60.40 2.47 0.54 1.70 25.77 56.04 81.81 4.000 No No 2.00 3 1.64 14.72 72.13 2.61 0.54 1.70 24.32 0.00 24.32 4.000 No Yes 2.00 4 1.80 13.33 78.59 2.69 0.55 1.70 20.81 0.00 20.81 4.000 No Yes 2.00 5 1.97 12.18 81.57 2.73 0.55 1.70 19.10 0.00 19.10 4.000 No Yes 2.00 6 2.13 11.49 78.15 2.69 0.56 1.70 18.78 0.00 18.78 4.000 No Yes 2.00 7 2.30 11.18 74.44 2.64 0.56 1.70 17.46 0.00 17.46 4.000 No Yes 2.00 8 2.46 11.05 70.46 2.59 0.56 1.70 17.59 55.82 73.41 4.000 No No 2.00 9 2.63 11.41 66.04 2.54 0.56 1.70 18.16 55.15 73.31 4.000 No No 2.00 10 2.79 11.90 61.16 2.48 0.56 1.70 19.20 54.38 73.58 4.000 No No 2.00 11 2.95 12.79 56.48 2.42 0.56 1.70 20.00 53.39 73.39 4.000 No No 2.00 12 3.12 14.05 50.88 2.35 0.56 1.70 22.43 52.27 74.69 4.000 No No 2.00 13 3.28 15.73 45.12 2.28 0.56 1.70 25.29 50.68 75.97 4.000 No No 2.00 14 3.44 17.43 39.90 2.21 0.55 1.70 28.08 48.64 76.72 4.000 No No 2.00 15 3.61 18.63 37.61 2.18 0.55 1.70 30.61 47.79 78.39 4.000 No No 2.00 16 3.77 19.69 36.70 2.17 0.55 1.70 31.06 47.27 78.32 4.000 No No 2.00 17 3.94 19.98 37.93 2.19 0.54 1.70 33.23 48.62 81.85 4.000 No No 2.00 18 4.10 20.31 38.92 2.20 0.54 1.70 32.00 48.98 80.98 4.000 No No 2.00 19 4.26 19.91 41.22 2.23 0.54 1.70 32.65 50.52 83.17 4.000 No No 2.00 20 4.43 19.84 42.54 2.24 0.54 1.70 31.28 50.91 82.19 4.000 No No 2.00 21 4.59 19.56 43.76 2.26 0.54 1.70 31.67 51.64 83.30 4.000 No No 2.00 22 4.76 19.72 43.18 2.25 0.54 1.70 31.30 51.25 82.55 4.000 No No 2.00 23 4.92 20.35 41.57 2.23 0.54 1.70 32.08 50.58 82.66 4.000 No No 2.00 24 5.08 21.69 38.47 2.19 0.54 1.70 34.69 49.32 84.01 4.000 No No 2.00 25 5.25 23.37 35.31 2.15 0.53 1.70 37.74 47.75 85.49 4.000 No No 2.00 26 5.41 24.88 32.37 2.12 0.53 1.70 40.20 45.77 85.97 4.000 No No 2.00 27 5.58 26.37 29.60 2.08 0.53 1.70 41.98 43.35 85.33 4.000 No No 2.00 28 5.74 28.42 26.18 2.04 0.53 1.70 44.89 39.71 84.60 4.000 No No 2.00 29 5.91 31.51 21.78 1.98 0.54 1.70 50.11 33.65 83.76 4.000 No No 2.00 30 6.07 35.15 16.13 1.91 0.55 1.70 56.88 22.29 79.17 4.000 No No 2.00 31 6.23 38.56 11.61 1.86 0.56 1.70 62.42 10.70 73.12 4.000 No No 2.00 32 6.40 41.16 8.43 1.82 0.57 1.70 66.55 3.44 69.99 4.000 No No 2.00 33 6.56 42.78 8.01 1.81 0.57 1.70 69.42 2.75 72.17 4.000 No No 2.00 34 6.73 43.16 9.10 1.83 0.56 1.70 70.21 4.80 75.02 4.000 No No 2.00 35 6.89 41.96 12.24 1.87 0.54 1.70 68.36 12.69 81.06 4.000 No No 2.00 36 7.05 39.31 17.55 1.93 0.52 1.70 63.69 26.52 90.21 4.000 No No 2.00 37 7.22 36.04 23.93 2.01 0.51 1.69 57.20 38.49 95.69 4.000 No No 2.00 38 7.38 33.75 29.22 2.08 0.51 1.67 51.68 44.86 96.53 4.000 No No 2.00 39 7.55 33.49 31.05 2.10 0.50 1.65 50.95 46.74 97.69 4.000 No No 2.00 40 7.71 34.75 29.89 2.09 0.50 1.62 53.50 45.99 99.49 4.000 No No 2.00 41 7.87 36.40 27.35 2.05 0.50 1.60 55.40 43.23 98.63 4.000 No No 2.00 42 8.04 38.58 23.44 2.01 0.51 1.60 57.02 37.65 94.67 4.000 No No 2.00 43 8.20 41.46 18.48 1.94 0.52 1.59 62.56 28.59 91.15 4.000 No No 2.00 44 8.37 43.50 15.12 1.90 0.52 1.59 67.69 20.66 88.35 4.000 No No 2.00 45 8.53 43.39 14.97 1.90 0.53 1.58 65.45 20.05 85.50 4.000 No No 2.00 46 8.69 41.04 16.95 1.92 0.53 1.56 60.84 24.74 85.58 4.000 No No 2.00 47 8.86 38.24 20.09 1.96 0.53 1.54 55.59 31.19 86.78 4.000 No No 2.00 48 9.02 35.58 23.42 2.01 0.53 1.53 51.11 36.64 87.75 0.123 No No 0.45 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:44:51 AM 22 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID qt FC (%)
(tsf)
Ic m CN qc1N Δqc1N CRR7.5 Belongs to
trans. layer
Clay-like
behaviour
Depth
(ft)
qc1N,cs FS
49 9.19 33.57 26.80 2.05 0.52 1.51 47.32 40.99 88.32 0.124 No No 0.45 50 9.35 32.63 27.69 2.06 0.53 1.50 45.42 41.78 87.20 0.123 No No 0.44 51 9.51 32.89 27.29 2.05 0.53 1.48 45.77 41.35 87.12 0.123 No No 0.44 52 9.68 34.32 25.38 2.03 0.53 1.47 47.27 39.03 86.30 0.122 No No 0.43 53 9.84 36.11 24.01 2.01 0.53 1.46 50.07 37.43 87.51 0.123 No No 0.43 54 10.01 37.22 23.17 2.00 0.53 1.44 51.77 36.34 88.11 0.124 No No 0.43 55 10.17 37.38 23.22 2.00 0.53 1.43 50.50 36.22 86.73 0.122 No No 0.42 56 10.34 36.69 24.10 2.01 0.53 1.42 49.45 37.48 86.93 0.123 No No 0.42 57 10.50 33.96 27.22 2.05 0.52 1.40 47.65 41.61 89.25 0.125 No No 0.42 58 10.66 33.90 27.17 2.05 0.55 1.41 38.89 39.90 78.80 0.115 No No 0.38 59 10.83 34.12 27.08 2.05 0.52 1.38 47.79 41.45 89.24 0.125 No No 0.41 60 10.99 37.18 24.04 2.01 0.53 1.38 47.67 37.08 84.75 0.120 No No 0.39 61 11.15 39.11 22.14 1.99 0.54 1.37 49.73 34.24 83.97 0.120 No No 0.39 62 11.32 43.22 18.06 1.94 0.54 1.37 55.14 26.73 81.88 0.118 No No 0.38 63 11.48 47.91 14.06 1.89 0.54 1.37 63.47 17.42 80.89 0.117 No No 0.37 64 11.65 51.77 12.14 1.86 0.55 1.37 67.70 12.38 80.08 0.116 No No 0.37 65 11.81 53.18 13.70 1.88 0.53 1.35 69.02 16.84 85.86 0.121 No No 0.38 66 11.97 52.99 15.14 1.90 0.53 1.34 67.45 20.68 88.13 0.124 No No 0.39 67 12.14 52.11 14.92 1.90 0.53 1.34 65.68 19.93 85.62 0.121 No No 0.38 68 12.30 52.01 12.55 1.87 0.55 1.35 65.57 13.40 78.97 0.115 No No 0.35 69 12.47 51.56 12.37 1.87 0.55 1.34 67.13 13.00 80.13 0.116 No No 0.35 70 12.63 50.45 13.85 1.89 0.54 1.34 63.74 16.87 80.61 0.116 No No 0.35 71 12.79 49.06 15.46 1.91 0.54 1.33 60.50 20.93 81.43 0.117 No No 0.35 72 12.96 49.09 15.53 1.91 0.54 1.33 61.05 21.15 82.20 0.118 No No 0.35 73 13.12 50.56 15.13 1.90 0.54 1.32 62.99 20.29 83.28 0.119 No No 0.35 74 13.29 51.89 14.37 1.89 0.54 1.32 65.22 18.41 83.63 0.119 No No 0.35 75 13.45 52.88 13.00 1.88 0.55 1.32 65.56 14.66 80.22 0.116 No No 0.34 76 13.62 54.37 10.87 1.85 0.56 1.32 66.69 8.93 75.63 0.112 No No 0.33 77 13.78 56.49 8.53 1.82 0.56 1.32 70.92 3.69 74.61 0.111 No No 0.32 78 13.94 58.54 6.12 1.79 0.56 1.31 73.33 0.62 73.95 0.111 No No 0.32 79 14.11 57.93 6.00 1.79 0.56 1.31 73.77 0.55 74.31 0.111 No No 0.32 80 14.27 57.50 6.54 1.79 0.57 1.31 68.43 0.93 69.36 0.107 No No 0.30 81 14.44 57.53 7.44 1.81 0.56 1.30 71.12 1.93 73.05 0.110 No No 0.31 82 14.60 58.65 7.72 1.81 0.56 1.30 73.05 2.34 75.40 0.112 No No 0.32 83 14.76 52.39 11.93 1.86 0.54 1.28 70.73 11.97 82.70 0.118 No No 0.33 84 14.93 39.14 24.19 2.01 0.54 1.27 46.89 37.17 84.06 0.120 No No 0.34 85 15.09 24.64 44.36 2.27 0.56 1.29 24.20 50.05 74.26 0.111 No No 0.31 86 15.26 15.44 67.29 2.55 0.56 1.28 18.12 55.39 73.51 0.110 No No 0.30 87 15.42 13.10 75.91 2.66 0.58 1.29 13.72 0.00 13.72 4.000 No Yes 2.00 88 15.58 15.15 69.44 2.58 0.57 1.28 15.47 55.02 70.49 0.108 No No 0.29 89 15.75 19.03 58.14 2.44 0.55 1.26 25.07 55.25 80.32 0.116 No No 0.32 90 15.91 22.17 53.14 2.38 0.54 1.26 26.99 54.27 81.26 0.117 No No 0.32 91 16.08 22.50 55.45 2.41 0.54 1.25 25.98 54.73 80.71 0.117 No No 0.32 92 16.24 21.86 61.05 2.48 0.54 1.25 25.64 56.17 81.81 0.118 No No 0.32 93 16.40 21.42 65.31 2.53 0.54 1.25 24.39 56.79 81.18 0.117 No No 0.32 94 16.57 21.79 68.87 2.57 0.54 1.24 24.34 57.49 81.84 0.118 No No 0.32 95 16.73 25.03 67.35 2.55 0.53 1.23 26.75 57.89 84.64 0.120 No No 0.32 96 16.90 30.12 63.00 2.50 0.51 1.22 34.96 59.28 94.24 0.130 No No 0.35 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:44:51 AM 23 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID qt FC (%)
(tsf)
Ic m CN qc1N Δqc1N CRR7.5 Belongs to
trans. layer
Clay-like
behaviour
Depth
(ft)
qc1N,cs FS
97 17.06 36.90 56.95 2.42 0.50 1.21 40.73 59.24 99.97 0.137 No No 0.37 98 17.22 55.27 39.93 2.21 0.49 1.20 48.29 53.53 101.82 0.140 No No 0.38 99 17.39 83.19 21.81 1.99 0.43 1.17 93.60 40.25 133.85 0.210 No No 0.59 100 17.55 109.57 9.90 1.84 0.42 1.16 131.93 8.29 140.21 0.236 No No 0.66 101 17.72 114.88 8.79 1.82 0.42 1.16 134.66 5.28 139.94 0.234 No No 0.66 102 17.88 100.73 17.15 1.93 0.42 1.16 111.34 30.67 142.01 0.244 No No 0.68 103 18.05 79.96 33.54 2.13 0.42 1.15 84.65 56.57 141.22 0.240 No No 0.67 104 18.21 72.59 44.30 2.27 0.44 1.16 66.29 60.66 126.95 0.189 No No 0.51 105 18.37 84.33 43.73 2.26 0.40 1.14 85.91 65.26 151.17 0.297 No No 0.84 106 18.54 113.88 32.51 2.12 0.35 1.12 119.38 62.90 182.28 0.798 No No 2.00 107 18.70 129.48 28.18 2.06 0.31 1.10 154.95 63.56 218.51 4.000 No No 2.00 108 18.86 114.36 33.52 2.13 0.33 1.11 132.30 66.97 199.27 1.816 No No 2.00 109 19.03 76.52 51.53 2.36 0.42 1.13 72.35 65.86 138.21 0.227 No No 0.62 110 19.19 42.83 79.24 2.70 0.49 1.15 38.83 0.00 38.83 4.000 No Yes 2.00 111 19.36 29.03 98.06 2.94 0.52 1.16 28.00 0.00 28.00 4.000 No Yes 2.00 112 19.52 27.23 100.00 2.99 0.52 1.16 28.44 0.00 28.44 4.000 No Yes 2.00 113 19.68 28.50 100.00 2.96 0.51 1.15 32.72 0.00 32.72 4.000 No Yes 2.00 114 19.85 29.18 97.78 2.93 0.51 1.14 31.66 0.00 31.66 4.000 No Yes 2.00 115 20.01 27.48 96.71 2.92 0.51 1.14 30.24 0.00 30.24 4.000 No Yes 2.00 116 20.18 27.39 90.41 2.84 0.53 1.14 27.01 0.00 27.01 4.000 No Yes 2.00 117 20.34 28.39 82.41 2.74 0.52 1.14 30.84 0.00 30.84 4.000 No Yes 2.00 118 20.50 30.88 74.89 2.65 0.51 1.13 32.90 0.00 32.90 4.000 No Yes 2.00 119 20.67 34.18 69.08 2.58 0.51 1.13 34.29 60.43 94.72 0.131 No No 0.33 120 20.83 38.12 63.62 2.51 0.49 1.12 40.67 61.06 101.73 0.140 No No 0.35 121 21.00 38.83 63.17 2.50 0.48 1.11 44.44 62.02 106.46 0.147 No No 0.37 122 21.16 34.22 71.03 2.60 0.50 1.12 36.11 0.00 36.11 4.000 No Yes 2.00 123 21.32 25.97 86.65 2.80 0.53 1.12 26.40 0.00 26.40 4.000 No Yes 2.00 124 21.49 19.86 100.00 2.99 0.55 1.12 19.11 0.00 19.11 4.000 No Yes 2.00 125 21.65 21.21 98.94 2.95 0.56 1.12 17.12 0.00 17.12 4.000 No Yes 2.00 126 21.82 30.69 81.59 2.73 0.52 1.11 30.31 0.00 30.31 4.000 No Yes 2.00 127 21.98 36.29 76.74 2.67 0.47 1.09 48.15 0.00 48.15 4.000 No Yes 2.00 128 22.15 33.86 81.88 2.74 0.50 1.10 34.43 0.00 34.43 4.000 No Yes 2.00 129 22.31 25.23 95.23 2.90 0.54 1.10 22.78 0.00 22.78 4.000 No Yes 2.00 130 22.47 23.15 93.46 2.88 0.54 1.10 21.53 0.00 21.53 4.000 No Yes 2.00 131 22.64 25.01 85.79 2.78 0.52 1.09 27.67 0.00 27.67 4.000 No Yes 2.00 132 22.80 35.49 67.34 2.55 0.53 1.09 28.17 58.30 86.47 0.122 No No 0.30 133 22.97 51.25 49.26 2.33 0.47 1.08 52.93 59.71 112.63 0.157 No No 0.39 134 23.13 65.18 35.76 2.16 0.44 1.07 74.82 56.53 131.35 0.202 No No 0.51 135 23.29 63.11 35.67 2.16 0.45 1.07 69.86 55.33 125.18 0.184 No No 0.46 136 23.46 48.03 50.79 2.35 0.49 1.07 46.56 58.66 105.22 0.145 No No 0.36 137 23.62 31.40 78.82 2.70 0.52 1.07 29.43 0.00 29.43 4.000 No Yes 2.00 138 23.79 21.98 100.00 3.04 0.55 1.08 19.68 0.00 19.68 4.000 No Yes 2.00 139 23.95 19.15 100.00 3.24 0.55 1.07 17.91 0.00 17.91 4.000 No Yes 2.00 140 24.11 22.36 100.00 3.22 0.54 1.07 20.66 0.00 20.66 4.000 No Yes 2.00 141 24.28 30.51 100.00 3.05 0.52 1.06 29.06 0.00 29.06 4.000 No Yes 2.00 142 24.44 36.82 93.29 2.88 0.48 1.05 41.94 0.00 41.94 4.000 No Yes 2.00 143 24.61 40.05 79.05 2.70 0.49 1.05 39.21 0.00 39.21 4.000 No Yes 2.00 144 24.77 41.73 63.10 2.50 0.50 1.05 38.41 60.29 98.70 0.136 No No 0.33 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:44:51 AM 24 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID qt FC (%)
(tsf)
Ic m CN qc1N Δqc1N CRR7.5 Belongs to
trans. layer
Clay-like
behaviour
Depth
(ft)
qc1N,cs FS
145 24.93 46.02 53.25 2.38 0.48 1.05 46.66 59.63 106.29 0.146 No No 0.36 146 25.10 50.57 50.66 2.35 0.47 1.04 51.59 59.95 111.53 0.155 No No 0.38 147 25.26 51.86 52.42 2.37 0.47 1.04 51.49 60.62 112.11 0.156 No No 0.38 148 25.43 50.72 54.00 2.39 0.47 1.04 50.11 60.83 110.95 0.154 No No 0.37 149 25.59 47.63 59.21 2.45 0.48 1.04 47.87 61.91 109.78 0.152 No No 0.37 150 25.75 42.82 63.04 2.50 0.49 1.04 42.17 61.34 103.51 0.142 No No 0.34 151 25.92 38.12 68.50 2.57 0.51 1.03 35.78 60.74 96.52 0.133 No No 0.32 152 26.08 35.62 71.62 2.61 0.51 1.03 33.93 0.00 33.93 4.000 No Yes 2.00 153 26.25 36.45 74.25 2.64 0.51 1.03 34.63 0.00 34.63 4.000 No Yes 2.00 154 26.41 35.40 79.41 2.71 0.50 1.03 37.89 0.00 37.89 4.000 No Yes 2.00 155 26.57 33.16 84.45 2.77 0.52 1.02 30.65 0.00 30.65 4.000 No Yes 2.00 156 26.74 26.72 95.19 2.90 0.52 1.02 27.92 0.00 27.92 4.000 No Yes 2.00 157 26.90 21.75 100.00 3.02 0.55 1.02 19.07 0.00 19.07 4.000 No Yes 2.00 158 27.07 17.49 100.00 3.13 0.56 1.02 16.11 0.00 16.11 4.000 No Yes 2.00 159 27.23 16.89 100.00 3.11 0.56 1.02 15.44 0.00 15.44 4.000 No Yes 2.00 160 27.39 17.74 100.00 3.02 0.56 1.01 17.17 0.00 17.17 4.000 No Yes 2.00 161 27.56 19.19 93.70 2.88 0.55 1.01 18.35 0.00 18.35 4.000 No Yes 2.00 162 27.72 20.57 81.68 2.73 0.55 1.01 19.41 0.00 19.41 4.000 No Yes 2.00 163 27.89 24.83 65.59 2.53 0.55 1.01 20.94 55.86 76.80 0.113 No No 0.26 164 28.05 37.01 42.14 2.24 0.54 1.00 30.29 50.45 80.74 0.117 No No 0.27 165 28.21 52.16 25.75 2.03 0.51 1.00 53.45 40.66 94.10 0.130 No No 0.31 166 28.38 59.71 19.17 1.95 0.51 1.00 63.21 30.23 93.44 0.129 No No 0.30 167 28.54 55.33 23.98 2.01 0.52 1.00 51.10 37.56 88.65 0.124 No No 0.29 168 28.71 44.81 40.04 2.21 0.51 1.00 40.90 51.82 92.72 0.129 No No 0.30 169 28.87 36.89 61.23 2.48 0.52 0.99 33.60 58.46 92.05 0.128 No No 0.30 170 29.04 31.36 83.13 2.75 0.52 0.99 28.76 0.00 28.76 4.000 No Yes 2.00 171 29.20 27.91 99.93 2.96 0.53 0.99 25.20 0.00 25.20 4.000 No Yes 2.00 172 29.36 26.98 100.00 3.07 0.53 0.99 23.69 0.00 23.69 4.000 No Yes 2.00 173 29.53 30.16 100.00 3.02 0.53 0.98 25.90 0.00 25.90 4.000 No Yes 2.00 174 29.69 34.28 97.21 2.93 0.50 0.98 33.84 0.00 33.84 4.000 No Yes 2.00 175 29.86 36.27 90.40 2.84 0.50 0.98 34.96 0.00 34.96 4.000 No Yes 2.00 176 30.02 35.33 87.24 2.80 0.51 0.98 31.17 0.00 31.17 4.000 No Yes 2.00 177 30.18 32.51 87.24 2.80 0.51 0.98 30.93 0.00 30.93 4.000 No Yes 2.00 178 30.35 30.62 87.95 2.81 0.53 0.97 26.80 0.00 26.80 4.000 No Yes 2.00 179 30.51 29.09 90.55 2.84 0.53 0.97 25.68 0.00 25.68 4.000 No Yes 2.00 180 30.68 29.70 90.91 2.85 0.53 0.97 26.40 0.00 26.40 4.000 No Yes 2.00 181 30.84 31.68 89.41 2.83 0.52 0.97 28.21 0.00 28.21 4.000 No Yes 2.00 182 31.00 36.66 81.87 2.74 0.52 0.96 30.71 0.00 30.71 4.000 No Yes 2.00 183 31.17 45.07 69.85 2.59 0.49 0.96 39.70 62.15 101.86 0.140 No No 0.33 184 31.33 49.32 62.00 2.49 0.47 0.96 51.29 63.66 114.95 0.161 No No 0.38 185 31.50 49.61 59.25 2.45 0.49 0.96 42.37 60.38 102.75 0.141 No No 0.33 186 31.66 50.64 56.91 2.42 0.50 0.96 40.24 59.10 99.33 0.137 No No 0.32 187 31.82 66.54 45.88 2.29 0.47 0.96 53.27 58.20 111.47 0.155 No No 0.36 188 31.99 105.26 30.22 2.09 0.42 0.96 84.84 52.76 137.60 0.224 No No 0.54 189 32.15 152.62 19.84 1.96 0.34 0.97 146.95 42.88 189.83 1.117 No No 2.00 190 32.32 193.84 11.23 1.85 0.33 0.97 184.17 14.69 198.86 1.775 No No 2.00 191 32.48 213.18 7.08 1.80 0.33 0.96 199.17 2.25 201.42 2.051 No No 2.00 192 32.64 218.38 6.40 1.79 0.33 0.96 199.61 1.25 200.86 1.986 No No 2.00 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:44:51 AM 25 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID qt FC (%)
(tsf)
Ic m CN qc1N Δqc1N CRR7.5 Belongs to
trans. layer
Clay-like
behaviour
Depth
(ft)
qc1N,cs FS
193 32.81 212.89 10.89 1.85 0.31 0.96 197.89 13.87 211.76 3.925 No No 2.00 194 32.97 201.32 17.03 1.93 0.30 0.96 183.89 38.01 221.89 4.000 No No 2.00 195 33.14 189.26 16.60 1.92 0.33 0.96 167.29 34.71 202.00 2.122 No No 2.00 196 33.30 182.98 12.19 1.86 0.36 0.95 163.32 17.50 180.82 0.751 No No 1.90 197 33.47 184.02 1.19 1.73 0.38 0.95 164.25 0.00 164.25 0.420 No No 1.03 198 33.63 186.81 0.00 1.67 0.37 0.95 168.26 0.00 168.26 0.476 No No 1.18 199 33.79 187.43 0.00 1.66 0.37 0.95 169.68 0.00 169.68 0.499 No No 1.24 200 33.96 183.42 0.73 1.72 0.38 0.94 165.11 0.00 165.11 0.431 No No 1.06 201 34.12 175.90 6.22 1.79 0.39 0.94 156.32 0.93 157.25 0.345 No No 0.84 202 34.28 165.98 9.65 1.83 0.39 0.94 148.26 7.95 156.21 0.336 No No 0.82 203 34.45 158.47 9.38 1.83 0.41 0.93 137.12 6.92 144.04 0.254 No No 0.61 204 34.61 154.51 7.90 1.81 0.42 0.93 134.83 3.27 138.10 0.226 No No 0.54 205 34.78 155.87 4.69 1.77 0.43 0.93 136.24 0.10 136.34 0.219 No No 0.52 206 34.94 159.33 1.74 1.73 0.42 0.93 139.84 0.00 139.84 0.234 No No 0.56 207 35.10 166.53 0.00 1.69 0.41 0.93 143.49 0.00 143.49 0.251 No No 0.60 208 35.27 167.54 0.00 1.70 0.39 0.93 155.26 0.00 155.26 0.328 No No 0.79 209 35.43 159.67 5.53 1.78 0.42 0.92 141.89 0.39 142.28 0.245 No No 0.58 210 35.60 156.70 10.38 1.84 0.44 0.92 121.64 9.45 131.09 0.201 No No 0.47 211 35.76 181.13 2.94 1.75 0.41 0.92 146.35 0.00 146.35 0.266 No No 0.64 212 35.92 234.84 0.00 1.58 0.32 0.94 208.94 0.00 208.94 3.254 No No 2.00 213 36.09 299.91 0.00 1.42 0.26 0.95 269.61 0.00 269.61 4.000 No No 2.00 214 36.25 349.29 0.00 1.37 0.26 0.95 324.71 0.00 324.71 4.000 No No 2.00 215 36.42 370.40 0.00 1.38 0.26 0.95 342.90 0.00 342.90 4.000 No No 2.00 216 36.58 363.58 0.00 1.45 0.26 0.94 325.18 0.00 325.18 4.000 No No 2.00 217 36.74 348.73 0.00 1.47 0.26 0.94 305.36 0.00 305.36 4.000 No No 2.00 218 36.91 339.35 0.00 1.44 0.26 0.94 302.02 0.00 302.02 4.000 No No 2.00 219 37.07 338.65 0.00 1.38 0.26 0.94 299.07 0.00 299.07 4.000 No No 2.00 220 37.24 341.33 0.00 1.38 0.26 0.94 302.50 0.00 302.50 4.000 No No 2.00 221 37.40 348.75 0.00 1.41 0.26 0.94 308.17 0.00 308.17 4.000 No No 2.00 222 37.57 342.84 0.00 1.47 0.26 0.94 317.75 0.00 317.75 4.000 No No 2.00 223 37.73 342.66 0.00 1.49 0.26 0.94 285.66 0.00 285.66 4.000 No No 2.00 224 37.89 341.09 0.00 1.50 0.26 0.94 306.65 0.00 306.65 4.000 No No 2.00 225 38.06 358.39 0.00 1.43 0.26 0.94 312.52 0.00 312.52 4.000 No No 2.00 226 38.22 372.99 0.00 1.30 0.26 0.93 330.58 0.00 330.58 4.000 No No 2.00 227 38.39 391.40 0.00 1.20 0.26 0.93 344.29 0.00 344.29 4.000 No No 2.00 228 38.55 408.33 0.00 1.17 0.26 0.93 360.20 0.00 360.20 4.000 No No 2.00 229 38.71 421.40 0.00 1.21 0.26 0.93 374.28 0.00 374.28 4.000 No No 2.00 230 38.88 427.31 0.00 1.22 0.26 0.93 377.66 0.00 377.66 4.000 No No 2.00 231 39.04 418.90 0.00 1.22 0.26 0.93 374.63 0.00 374.63 4.000 No No 2.00 232 39.21 401.54 0.00 1.26 0.26 0.93 350.93 0.00 350.93 4.000 No No 2.00 233 39.37 389.68 0.00 1.29 0.26 0.93 330.79 0.00 330.79 4.000 No No 2.00 234 39.53 393.48 0.00 1.27 0.26 0.93 342.33 0.00 342.33 4.000 No No 2.00 235 39.70 408.36 0.00 1.25 0.26 0.93 359.78 0.00 359.78 4.000 No No 2.00 236 39.86 418.10 0.00 1.24 0.26 0.92 368.73 0.00 368.73 4.000 No No 2.00 237 40.03 402.57 0.00 1.26 0.26 0.92 366.68 0.00 366.68 4.000 No No 2.00 238 40.19 338.71 0.00 1.36 0.26 0.92 318.05 0.00 318.05 4.000 No No 2.00 239 40.35 235.90 0.00 1.57 0.33 0.90 196.57 0.00 196.57 1.568 No No 2.00 240 40.52 139.85 13.20 1.88 0.48 0.86 90.98 16.82 107.80 0.149 No No 0.34 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:44:51 AM 26 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID qt FC (%)
(tsf)
Ic m CN qc1N Δqc1N CRR7.5 Belongs to
trans. layer
Clay-like
behaviour
Depth
(ft)
qc1N,cs FS
241 40.68 78.81 40.57 2.22 0.46 0.87 62.85 57.48 120.33 0.172 No No 0.40 242 40.85 53.51 57.65 2.43 0.51 0.85 38.13 58.74 96.86 0.134 No No 0.31 243 41.01 38.50 74.17 2.64 0.53 0.84 28.10 0.00 28.10 4.000 No Yes 2.00 244 41.17 32.89 82.97 2.75 0.53 0.84 24.91 0.00 24.91 4.000 No Yes 2.00 245 41.34 32.73 87.81 2.81 0.54 0.84 24.11 0.00 24.11 4.000 No Yes 2.00 246 41.50 32.94 89.81 2.84 0.52 0.84 28.02 0.00 28.02 4.000 No Yes 2.00 247 41.67 33.03 91.50 2.86 0.53 0.84 25.08 0.00 25.08 4.000 No Yes 2.00 248 41.83 30.19 94.56 2.89 0.53 0.84 24.06 0.00 24.06 4.000 No Yes 2.00 249 41.99 27.66 96.35 2.92 0.54 0.83 20.85 0.00 20.85 4.000 No Yes 2.00 250 42.16 25.19 97.91 2.94 0.55 0.83 19.04 0.00 19.04 4.000 No Yes 2.00 251 42.32 23.43 97.89 2.94 0.55 0.83 18.13 0.00 18.13 4.000 No Yes 2.00 252 42.49 21.95 99.59 2.96 0.56 0.82 16.63 0.00 16.63 4.000 No Yes 2.00 253 42.65 19.74 100.00 3.02 0.56 0.82 15.53 0.00 15.53 4.000 No Yes 2.00 254 42.81 18.07 100.00 3.11 0.57 0.82 12.88 0.00 12.88 4.000 No Yes 2.00 255 42.98 17.26 100.00 3.17 0.57 0.81 12.61 0.00 12.61 4.000 No Yes 2.00 256 43.14 17.90 100.00 3.16 0.57 0.81 13.50 0.00 13.50 4.000 No Yes 2.00 257 43.31 18.53 100.00 3.13 0.57 0.81 14.29 0.00 14.29 4.000 No Yes 2.00 258 43.47 17.92 100.00 3.14 0.57 0.81 14.02 0.00 14.02 4.000 No Yes 2.00 259 43.63 16.35 100.00 3.19 0.57 0.81 12.06 0.00 12.06 4.000 No Yes 2.00 260 43.80 14.65 100.00 3.25 0.58 0.81 10.64 0.00 10.64 4.000 No Yes 2.00 261 43.96 13.79 100.00 3.28 0.58 0.80 10.05 0.00 10.05 4.000 No Yes 2.00 262 44.13 14.30 100.00 3.24 0.58 0.80 10.03 0.00 10.03 4.000 No Yes 2.00 263 44.29 15.62 100.00 3.17 0.58 0.80 11.67 0.00 11.67 4.000 No Yes 2.00 264 44.45 17.01 100.00 3.11 0.57 0.80 12.94 0.00 12.94 4.000 No Yes 2.00 265 44.62 17.46 100.00 3.08 0.57 0.80 13.12 0.00 13.12 4.000 No Yes 2.00 266 44.78 17.37 100.00 3.07 0.57 0.80 12.63 0.00 12.63 4.000 No Yes 2.00 267 44.95 17.72 100.00 3.03 0.57 0.80 12.67 0.00 12.67 4.000 No Yes 2.00 268 45.11 19.60 98.16 2.94 0.57 0.80 13.83 0.00 13.83 4.000 No Yes 2.00 269 45.28 20.08 97.26 2.93 0.56 0.80 16.98 0.00 16.98 4.000 No Yes 2.00 270 45.44 19.26 100.00 2.98 0.57 0.80 13.77 0.00 13.77 4.000 No Yes 2.00 271 45.60 16.65 100.00 3.11 0.57 0.79 11.95 0.00 11.95 4.000 No Yes 2.00 272 45.77 14.60 100.00 3.27 0.58 0.79 10.83 0.00 10.83 4.000 No Yes 2.00 273 45.93 13.54 100.00 3.38 0.59 0.79 8.97 0.00 8.97 4.000 No Yes 2.00 274 46.10 12.55 100.00 3.48 0.58 0.79 9.41 0.00 9.41 4.000 No Yes 2.00 275 46.26 12.25 100.00 3.51 0.59 0.78 8.45 0.00 8.45 4.000 No Yes 2.00 276 46.42 12.16 100.00 3.51 0.59 0.78 8.14 0.00 8.14 4.000 No Yes 2.00 277 46.59 14.36 100.00 3.36 0.59 0.78 9.24 0.00 9.24 4.000 No Yes 2.00 278 46.75 18.41 100.00 3.13 0.57 0.79 13.32 0.00 13.32 4.000 No Yes 2.00 279 46.92 23.48 96.21 2.92 0.56 0.79 17.17 0.00 17.17 4.000 No Yes 2.00 280 47.08 27.23 85.71 2.78 0.55 0.79 20.26 0.00 20.26 4.000 No Yes 2.00 281 47.24 29.00 79.63 2.71 0.55 0.79 21.40 0.00 21.40 4.000 No Yes 2.00 282 47.41 30.22 75.53 2.66 0.55 0.79 20.75 0.00 20.75 4.000 No Yes 2.00 283 47.57 32.02 71.22 2.60 0.55 0.79 22.92 0.00 22.92 4.000 No Yes 2.00 284 47.74 34.99 67.89 2.56 0.54 0.79 25.15 57.54 82.70 0.118 No No 0.27 285 47.90 36.82 68.71 2.57 0.53 0.79 27.00 58.24 85.24 0.121 No No 0.28 286 48.06 37.03 74.36 2.64 0.53 0.79 26.33 0.00 26.33 4.000 No Yes 2.00 287 48.23 35.55 82.01 2.74 0.53 0.79 25.28 0.00 25.28 4.000 No Yes 2.00 288 48.39 33.76 88.73 2.82 0.54 0.79 23.61 0.00 23.61 4.000 No Yes 2.00 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:44:51 AM 27 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID qt FC (%)
(tsf)
Ic m CN qc1N Δqc1N CRR7.5 Belongs to
trans. layer
Clay-like
behaviour
Depth
(ft)
qc1N,cs FS
289 48.56 32.72 90.78 2.85 0.54 0.78 22.34 0.00 22.34 4.000 No Yes 2.00 290 48.72 32.75 89.83 2.84 0.54 0.78 22.84 0.00 22.84 4.000 No Yes 2.00 291 48.88 34.52 86.03 2.79 0.54 0.78 23.53 0.00 23.53 4.000 No Yes 2.00 292 49.05 38.76 79.84 2.71 0.53 0.78 26.10 0.00 26.10 4.000 No Yes 2.00 293 49.21 43.87 73.36 2.63 0.51 0.79 32.27 0.00 32.27 4.000 No Yes 2.00 294 49.38 50.18 65.85 2.54 0.51 0.79 34.77 59.89 94.65 0.131 No No 0.30 295 49.54 57.58 57.64 2.43 0.50 0.79 40.16 59.30 99.46 0.137 No No 0.32 296 49.70 71.83 44.65 2.27 0.49 0.80 48.71 56.40 105.11 0.145 No No 0.33 297 49.87 78.47 38.78 2.20 0.44 0.81 69.83 57.87 127.70 0.191 No No 0.44 298 50.03 74.13 41.51 2.23 0.47 0.80 57.36 56.75 114.11 0.159 No No 0.37 299 50.20 61.76 51.57 2.36 0.50 0.79 40.42 57.32 97.74 0.135 No No 0.31 Abbreviations
Depth:
qt:

FC:

Ic:
m:

CN:
qc1N:

Δqc1N:
qc1N,cs:

CRR7.5:

FS:

Depth from free surface, at which CPT was performed (ft) Total cone resistance
Fines content (%)
Soil behavior type index
Stress exponent
Overburden correction factor
Normalized and adjusted cone resistance
Cone resistance correction factor due to fines
Normalized and adjusted cone resistance
Cyclic resistance ratio for Mw=7.5
Factor of safety against soil liquefaction
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:44:51 AM 28 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Liquefaction Potential Index calculation data ::

Depth
(ft)
FS m(FS) H1*m(FS) dz LPIISH Depth
(ft)
FS m(FS) H1*m(FS) dz LPIISH

1.31 2.00 0.00 0.00 0.16 0.00 1.48 2.00 0.00 0.00 0.16 0.00

1.64 2.00 0.00 0.00 0.16 0.00 1.80 2.00 0.00 0.00 0.16 0.00

1.97 2.00 0.00 0.00 0.17 0.00 2.13 2.00 0.00 0.00 0.16 0.00

2.30 2.00 0.00 0.00 0.16 0.00 2.46 2.00 0.00 0.00 0.16 0.00

2.63 2.00 0.00 0.00 0.16 0.00 2.79 2.00 0.00 0.00 0.16 0.00

2.95 2.00 0.00 0.00 0.16 0.00 3.12 2.00 0.00 0.00 0.16 0.00

3.28 2.00 0.00 0.00 0.16 0.00 3.44 2.00 0.00 0.00 0.16 0.00

3.61 2.00 0.00 0.00 0.16 0.00 3.77 2.00 0.00 0.00 0.16 0.00

3.94 2.00 0.00 0.00 0.16 0.00 4.10 2.00 0.00 0.00 0.16 0.00

4.26 2.00 0.00 0.00 0.16 0.00 4.43 2.00 0.00 0.00 0.16 0.00

4.59 2.00 0.00 0.00 0.16 0.00 4.76 2.00 0.00 0.00 0.16 0.00

4.92 2.00 0.00 0.00 0.16 0.00 5.08 2.00 0.00 0.00 0.16 0.00

5.25 2.00 0.00 0.00 0.16 0.00 5.41 2.00 0.00 0.00 0.16 0.00

5.58 2.00 0.00 0.00 0.16 0.00 5.74 2.00 0.00 0.00 0.16 0.00

5.91 2.00 0.00 0.00 0.17 0.00 6.07 2.00 0.00 0.00 0.16 0.00

6.23 2.00 0.00 0.00 0.16 0.00 6.40 2.00 0.00 0.00 0.16 0.00

6.56 2.00 0.00 0.00 0.16 0.00 6.73 2.00 0.00 0.00 0.16 0.00

6.89 2.00 0.00 0.00 0.16 0.00 7.05 2.00 0.00 0.00 0.16 0.00

7.22 2.00 0.00 0.00 0.16 0.00 7.38 2.00 0.00 0.00 0.16 0.00

7.55 2.00 0.00 0.00 0.16 0.00 7.71 2.00 0.00 0.00 0.16 0.00

7.87 2.00 0.00 0.00 0.16 0.00 8.04 2.00 0.00 0.00 0.16 0.00

8.20 2.00 0.00 0.00 0.16 0.00 8.37 2.00 0.00 0.00 0.16 0.00

8.53 2.00 0.00 0.00 0.16 0.00 8.69 2.00 0.00 0.00 0.16 0.00

8.86 2.00 0.00 0.00 0.16 0.00 9.02 0.45 0.55 0.43 0.16 0.24

9.19 0.45 0.55 0.43 0.16 0.24 9.35 0.44 0.56 0.42 0.16 0.24

9.51 0.44 0.56 0.41 0.16 0.24 9.68 0.43 0.57 0.41 0.16 0.24

9.84 0.43 0.57 0.41 0.16 0.24 10.01 0.43 0.57 0.41 0.16 0.24

10.17 0.42 0.58 0.40 0.16 0.25 10.34 0.42 0.58 0.40 0.16 0.25

10.50 0.42 0.58 0.40 0.16 0.24 10.66 0.38 0.62 0.37 0.16 0.26

10.83 0.41 0.59 0.40 0.16 0.24 10.99 0.39 0.61 0.38 0.16 0.25

11.15 0.39 0.61 0.38 0.16 0.25 11.32 0.38 0.62 0.37 0.16 0.26

11.48 0.37 0.63 0.37 0.16 0.26 11.65 0.37 0.63 0.36 0.16 0.26

11.81 0.38 0.62 0.37 0.16 0.25 11.97 0.39 0.61 0.38 0.16 0.25

12.14 0.38 0.62 0.37 0.16 0.25 12.30 0.35 0.65 0.35 0.16 0.26

12.47 0.35 0.65 0.35 0.16 0.26 12.63 0.35 0.65 0.35 0.16 0.26

12.79 0.35 0.65 0.35 0.16 0.26 12.96 0.35 0.65 0.35 0.16 0.26

13.12 0.35 0.65 0.35 0.16 0.26 13.29 0.35 0.65 0.35 0.16 0.26

13.45 0.34 0.66 0.35 0.16 0.26 13.62 0.33 0.67 0.34 0.16 0.27

13.78 0.32 0.68 0.33 0.16 0.27 13.94 0.32 0.68 0.33 0.16 0.27

14.11 0.32 0.68 0.33 0.16 0.27 14.27 0.30 0.70 0.32 0.16 0.27

14.44 0.31 0.69 0.33 0.16 0.27 14.60 0.32 0.68 0.33 0.16 0.27

14.76 0.33 0.67 0.34 0.16 0.26 14.93 0.34 0.66 0.34 0.16 0.26

15.09 0.31 0.69 0.33 0.16 0.27 15.26 0.30 0.70 0.32 0.16 0.27

15.42 2.00 0.00 0.00 0.16 0.00 15.58 0.29 0.71 0.32 0.16 0.27

15.75 0.32 0.68 0.33 0.16 0.26 15.91 0.32 0.68 0.33 0.16 0.26

16.08 0.32 0.68 0.33 0.16 0.26 16.24 0.32 0.68 0.33 0.16 0.26

16.40 0.32 0.68 0.33 0.16 0.26 16.57 0.32 0.68 0.33 0.16 0.26

16.73 0.32 0.68 0.33 0.16 0.25 16.90 0.35 0.65 0.35 0.16 0.24 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:44:51 AM 29 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Liquefaction Potential Index calculation data ::

Depth
(ft)
FS m(FS) H1*m(FS) dz LPIISH Depth
(ft)
FS m(FS) H1*m(FS) dz LPIISH

17.06 0.37 0.63 0.36 0.16 0.23 17.22 0.38 0.62 0.37 0.16 0.23

17.39 0.59 0.41 0.61 0.16 0.15 17.55 0.66 0.34 0.79 0.16 0.12

17.72 0.66 0.34 0.77 0.16 0.13 17.88 0.68 0.32 0.86 0.16 0.11

18.05 0.67 0.33 0.81 0.16 0.12 18.21 0.51 0.49 0.50 0.16 0.18

18.37 0.84 0.00 0.00 0.16 0.06 18.54 2.00 0.00 0.00 0.16 0.00

18.70 2.00 0.00 0.00 0.16 0.00 18.86 2.00 0.00 0.00 0.16 0.00

19.03 0.62 0.38 0.67 0.16 0.14 19.19 2.00 0.00 0.00 0.16 0.00

19.36 2.00 0.00 0.00 0.16 0.00 19.52 2.00 0.00 0.00 0.16 0.00

19.68 2.00 0.00 0.00 0.16 0.00 19.85 2.00 0.00 0.00 0.16 0.00

20.01 2.00 0.00 0.00 0.16 0.00 20.18 2.00 0.00 0.00 0.16 0.00

20.34 2.00 0.00 0.00 0.16 0.00 20.50 2.00 0.00 0.00 0.16 0.00

20.67 0.33 0.67 0.34 0.16 0.23 20.83 0.35 0.65 0.35 0.16 0.22

21.00 0.37 0.63 0.37 0.16 0.21 21.16 2.00 0.00 0.00 0.16 0.00

21.32 2.00 0.00 0.00 0.16 0.00 21.49 2.00 0.00 0.00 0.16 0.00

21.65 2.00 0.00 0.00 0.16 0.00 21.82 2.00 0.00 0.00 0.16 0.00

21.98 2.00 0.00 0.00 0.16 0.00 22.15 2.00 0.00 0.00 0.16 0.00

22.31 2.00 0.00 0.00 0.16 0.00 22.47 2.00 0.00 0.00 0.16 0.00

22.64 2.00 0.00 0.00 0.16 0.00 22.80 0.30 0.70 0.32 0.16 0.23

22.97 0.39 0.61 0.38 0.16 0.20 23.13 0.51 0.49 0.49 0.16 0.16

23.29 0.46 0.54 0.44 0.16 0.17 23.46 0.36 0.64 0.36 0.16 0.21

23.62 2.00 0.00 0.00 0.16 0.00 23.79 2.00 0.00 0.00 0.16 0.00

23.95 2.00 0.00 0.00 0.16 0.00 24.11 2.00 0.00 0.00 0.16 0.00

24.28 2.00 0.00 0.00 0.16 0.00 24.44 2.00 0.00 0.00 0.16 0.00

24.61 2.00 0.00 0.00 0.16 0.00 24.77 0.33 0.67 0.34 0.16 0.21

24.93 0.36 0.64 0.35 0.16 0.20 25.10 0.38 0.62 0.37 0.16 0.19

25.26 0.38 0.62 0.37 0.16 0.19 25.43 0.37 0.63 0.37 0.16 0.19

25.59 0.37 0.63 0.36 0.16 0.19 25.75 0.34 0.66 0.35 0.16 0.20

25.92 0.32 0.68 0.33 0.16 0.21 26.08 2.00 0.00 0.00 0.16 0.00

26.25 2.00 0.00 0.00 0.16 0.00 26.41 2.00 0.00 0.00 0.16 0.00

26.57 2.00 0.00 0.00 0.16 0.00 26.74 2.00 0.00 0.00 0.16 0.00

26.90 2.00 0.00 0.00 0.16 0.00 27.07 2.00 0.00 0.00 0.16 0.00

27.23 2.00 0.00 0.00 0.16 0.00 27.39 2.00 0.00 0.00 0.16 0.00

27.56 2.00 0.00 0.00 0.16 0.00 27.72 2.00 0.00 0.00 0.16 0.00

27.89 0.26 0.74 0.30 0.16 0.21 28.05 0.27 0.73 0.31 0.16 0.21

28.21 0.31 0.69 0.33 0.16 0.20 28.38 0.30 0.70 0.32 0.16 0.20

28.54 0.29 0.71 0.32 0.16 0.20 28.71 0.30 0.70 0.32 0.16 0.20

28.87 0.30 0.70 0.32 0.16 0.20 29.04 2.00 0.00 0.00 0.16 0.00

29.20 2.00 0.00 0.00 0.16 0.00 29.36 2.00 0.00 0.00 0.16 0.00

29.53 2.00 0.00 0.00 0.16 0.00 29.69 2.00 0.00 0.00 0.16 0.00

29.86 2.00 0.00 0.00 0.16 0.00 30.02 2.00 0.00 0.00 0.16 0.00

30.18 2.00 0.00 0.00 0.16 0.00 30.35 2.00 0.00 0.00 0.16 0.00

30.51 2.00 0.00 0.00 0.16 0.00 30.68 2.00 0.00 0.00 0.16 0.00

30.84 2.00 0.00 0.00 0.16 0.00 31.00 2.00 0.00 0.00 0.16 0.00

31.17 0.33 0.67 0.34 0.16 0.18 31.33 0.38 0.62 0.37 0.16 0.16

31.50 0.33 0.67 0.34 0.16 0.17 31.66 0.32 0.68 0.33 0.16 0.18

31.82 0.36 0.64 0.36 0.16 0.16 31.99 0.54 0.46 0.53 0.16 0.12

32.15 2.00 0.00 0.00 0.16 0.00 32.32 2.00 0.00 0.00 0.16 0.00

32.48 2.00 0.00 0.00 0.16 0.00 32.64 2.00 0.00 0.00 0.16 0.00 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:44:51 AM 30 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Liquefaction Potential Index calculation data ::

Depth
(ft)
FS m(FS) H1*m(FS) dz LPIISH Depth
(ft)
FS m(FS) H1*m(FS) dz LPIISH

32.81 2.00 0.00 0.00 0.16 0.00 32.97 2.00 0.00 0.00 0.16 0.00

33.14 2.00 0.00 0.00 0.16 0.00 33.30 1.90 0.00 0.00 0.16 0.00

33.47 1.03 0.00 0.00 0.16 0.00 33.63 1.18 0.00 0.00 0.16 0.00

33.79 1.24 0.00 0.00 0.16 0.00 33.96 1.06 0.00 0.00 0.16 0.00

34.12 0.84 0.00 0.00 0.16 0.04 34.28 0.82 0.00 0.00 0.16 0.04

34.45 0.61 0.39 0.64 0.16 0.09 34.61 0.54 0.46 0.53 0.16 0.11

34.78 0.52 0.48 0.50 0.16 0.11 34.94 0.56 0.44 0.55 0.16 0.10

35.10 0.60 0.40 0.63 0.16 0.09 35.27 0.79 0.00 0.00 0.16 0.05

35.43 0.58 0.42 0.60 0.16 0.10 35.60 0.47 0.53 0.45 0.16 0.12

35.76 0.64 0.36 0.71 0.16 0.08 35.92 2.00 0.00 0.00 0.16 0.00

36.09 2.00 0.00 0.00 0.16 0.00 36.25 2.00 0.00 0.00 0.16 0.00

36.42 2.00 0.00 0.00 0.16 0.00 36.58 2.00 0.00 0.00 0.16 0.00

36.74 2.00 0.00 0.00 0.16 0.00 36.91 2.00 0.00 0.00 0.16 0.00

37.07 2.00 0.00 0.00 0.16 0.00 37.24 2.00 0.00 0.00 0.16 0.00

37.40 2.00 0.00 0.00 0.16 0.00 37.57 2.00 0.00 0.00 0.16 0.00

37.73 2.00 0.00 0.00 0.16 0.00 37.89 2.00 0.00 0.00 0.16 0.00

38.06 2.00 0.00 0.00 0.16 0.00 38.22 2.00 0.00 0.00 0.16 0.00

38.39 2.00 0.00 0.00 0.16 0.00 38.55 2.00 0.00 0.00 0.16 0.00

38.71 2.00 0.00 0.00 0.16 0.00 38.88 2.00 0.00 0.00 0.16 0.00

39.04 2.00 0.00 0.00 0.16 0.00 39.21 2.00 0.00 0.00 0.16 0.00

39.37 2.00 0.00 0.00 0.16 0.00 39.53 2.00 0.00 0.00 0.16 0.00

39.70 2.00 0.00 0.00 0.16 0.00 39.86 2.00 0.00 0.00 0.16 0.00

40.03 2.00 0.00 0.00 0.16 0.00 40.19 2.00 0.00 0.00 0.16 0.00

40.35 2.00 0.00 0.00 0.16 0.00 40.52 0.34 0.66 0.35 0.16 0.13

40.68 0.40 0.60 0.39 0.16 0.11 40.85 0.31 0.69 0.33 0.16 0.13

41.01 2.00 0.00 0.00 0.17 0.00 41.17 2.00 0.00 0.00 0.16 0.00

41.34 2.00 0.00 0.00 0.16 0.00 41.50 2.00 0.00 0.00 0.16 0.00

41.67 2.00 0.00 0.00 0.16 0.00 41.83 2.00 0.00 0.00 0.16 0.00

41.99 2.00 0.00 0.00 0.16 0.00 42.16 2.00 0.00 0.00 0.16 0.00

42.32 2.00 0.00 0.00 0.16 0.00 42.49 2.00 0.00 0.00 0.16 0.00

42.65 2.00 0.00 0.00 0.16 0.00 42.81 2.00 0.00 0.00 0.16 0.00

42.98 2.00 0.00 0.00 0.16 0.00 43.14 2.00 0.00 0.00 0.16 0.00

43.31 2.00 0.00 0.00 0.16 0.00 43.47 2.00 0.00 0.00 0.16 0.00

43.63 2.00 0.00 0.00 0.16 0.00 43.80 2.00 0.00 0.00 0.16 0.00

43.96 2.00 0.00 0.00 0.16 0.00 44.13 2.00 0.00 0.00 0.16 0.00

44.29 2.00 0.00 0.00 0.16 0.00 44.45 2.00 0.00 0.00 0.16 0.00

44.62 2.00 0.00 0.00 0.16 0.00 44.78 2.00 0.00 0.00 0.16 0.00

44.95 2.00 0.00 0.00 0.16 0.00 45.11 2.00 0.00 0.00 0.16 0.00

45.28 2.00 0.00 0.00 0.16 0.00 45.44 2.00 0.00 0.00 0.16 0.00

45.60 2.00 0.00 0.00 0.16 0.00 45.77 2.00 0.00 0.00 0.16 0.00

45.93 2.00 0.00 0.00 0.16 0.00 46.10 2.00 0.00 0.00 0.16 0.00

46.26 2.00 0.00 0.00 0.16 0.00 46.42 2.00 0.00 0.00 0.16 0.00

46.59 2.00 0.00 0.00 0.16 0.00 46.75 2.00 0.00 0.00 0.16 0.00

46.92 2.00 0.00 0.00 0.16 0.00 47.08 2.00 0.00 0.00 0.16 0.00

47.24 2.00 0.00 0.00 0.16 0.00 47.41 2.00 0.00 0.00 0.16 0.00

47.57 2.00 0.00 0.00 0.16 0.00 47.74 0.27 0.73 0.31 0.16 0.10

47.90 0.28 0.72 0.31 0.16 0.10 48.06 2.00 0.00 0.00 0.16 0.00

48.23 2.00 0.00 0.00 0.16 0.00 48.39 2.00 0.00 0.00 0.16 0.00 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:44:51 AM 31 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Liquefaction Potential Index calculation data ::

Depth
(ft)
FS m(FS) H1*m(FS) dz LPIISH Depth
(ft)
FS m(FS) H1*m(FS) dz LPIISH

48.56 2.00 0.00 0.00 0.16 0.00 48.72 2.00 0.00 0.00 0.16 0.00

48.88 2.00 0.00 0.00 0.16 0.00 49.05 2.00 0.00 0.00 0.16 0.00

49.21 2.00 0.00 0.00 0.16 0.00 49.38 0.30 0.70 0.32 0.16 0.09

49.54 0.32 0.68 0.33 0.16 0.08 49.70 0.33 0.67 0.34 0.16 0.08

49.87 0.44 0.56 0.42 0.16 0.07 50.03 0.37 0.63 0.36 0.16 0.07

50.20 0.31 0.69 0.33 0.16 0.08
Abbreviations
Ov e ra ll lique faction pote ntial: 21.32
LPIISH > 5.0 - Liquefaction manifestation is expected
FS:
dz:

LPI:

Calculated factor of safety for test point
Layer thickness (ft)
Liquefaction potential index value for test point
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:44:51 AM 32 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 Cone resistance
qt (tsf)
100 200 300 400
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Cone resistance SBTn Plot
Ic (Robertson 1990)
1 2 3 4
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 SBTn Plot FS Plot
Factor of safety
0 0.5 1 1.5 2
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 FS Plot
During earthq.

Vertical settlements
Settlement (in)
0 1 2 3 4
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Vertical settlements
Es t i m a t i o n o f p o s t - e a r t h q u a k e s e t t l e me n t s Strain plot
Volumentric strain (%)
0 1 2 3 4 5 6
Depth (ft)
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 8
6 4
2 Strain plot
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:44:51 AM 33 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq Abbreviations
qt:

Ic:

FS:

Volumentric strain:

Total cone resistance (cone resistance q c corrected for pore water effects) Soil Behaviour Type Index
Calculated Factor of Safety against liquefaction
Post-liquefaction volumentric strain
ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Post-earthquake settlement due to soil liquefaction ::

Depth
(ft)
qc1N,cs FS ev (%) Settlement
(in)
Depth
(ft)
qc1N,cs FS ev (%) Settlement
(in)
DF DF

9.02 87.75 0.45 3.10 0.85 0.06 9.19 88.32 0.45 3.07 0.84 0.06

9.35 87.20 0.44 3.10 0.84 0.06 9.51 87.12 0.44 3.09 0.84 0.06

9.68 86.30 0.43 3.11 0.84 0.06 9.84 87.51 0.43 3.06 0.83 0.06

10.01 88.11 0.43 3.03 0.83 0.06 10.17 86.73 0.42 3.07 0.83 0.06

10.34 86.93 0.42 3.05 0.82 0.06 10.50 89.25 0.42 2.96 0.82 0.06

10.66 78.80 0.38 3.33 0.82 0.07 10.83 89.24 0.41 2.94 0.82 0.06

10.99 84.75 0.39 3.08 0.81 0.06 11.15 83.97 0.39 3.10 0.81 0.06

11.32 81.88 0.38 3.17 0.81 0.06 11.48 80.89 0.37 3.19 0.81 0.06

11.65 80.08 0.37 3.21 0.80 0.06 11.81 85.86 0.38 2.99 0.80 0.06

11.97 88.13 0.39 2.91 0.80 0.06 12.14 85.62 0.38 2.98 0.79 0.06

12.30 78.97 0.35 3.21 0.79 0.06 12.47 80.13 0.35 3.16 0.79 0.06

12.63 80.61 0.35 3.13 0.79 0.06 12.79 81.43 0.35 3.09 0.78 0.06

12.96 82.20 0.35 3.05 0.78 0.06 13.12 83.28 0.35 3.00 0.78 0.06

13.29 83.63 0.35 2.98 0.77 0.06 13.45 80.22 0.34 3.09 0.77 0.06

13.62 75.63 0.33 3.25 0.77 0.06 13.78 74.61 0.32 3.28 0.77 0.07

13.94 73.95 0.32 3.30 0.76 0.06 14.11 74.31 0.32 3.27 0.76 0.06

14.27 69.36 0.30 3.48 0.76 0.07 14.44 73.05 0.31 3.30 0.76 0.06

14.60 75.40 0.32 3.19 0.75 0.06 14.76 82.70 0.33 2.91 0.75 0.06

14.93 84.06 0.34 2.85 0.75 0.06 15.09 74.26 0.31 3.20 0.74 0.06

15.26 73.51 0.30 3.22 0.74 0.06 15.42 13.72 2.00 0.00 0.74 0.00

15.58 70.49 0.29 3.33 0.74 0.07 15.75 80.32 0.32 2.93 0.73 0.06

15.91 81.26 0.32 2.88 0.73 0.06 16.08 80.71 0.32 2.89 0.73 0.06

16.24 81.81 0.32 2.84 0.72 0.06 16.40 81.18 0.32 2.85 0.72 0.06

16.57 81.84 0.32 2.82 0.72 0.06 16.73 84.64 0.32 2.72 0.72 0.05

16.90 94.24 0.35 2.44 0.71 0.05 17.06 99.97 0.37 2.28 0.71 0.04

17.22 101.82 0.38 2.23 0.71 0.04 17.39 133.85 0.59 1.66 0.71 0.03

17.55 140.21 0.66 1.57 0.70 0.03 17.72 139.94 0.66 1.57 0.70 0.03

17.88 142.01 0.68 1.54 0.70 0.03 18.05 141.22 0.67 1.54 0.69 0.03

18.21 126.95 0.51 1.73 0.69 0.03 18.37 151.17 0.84 0.91 0.69 0.02

18.54 182.28 2.00 0.00 0.69 0.00 18.70 218.51 2.00 0.00 0.68 0.00

18.86 199.27 2.00 0.00 0.68 0.00 19.03 138.21 0.62 1.54 0.68 0.03

19.19 38.83 2.00 0.00 0.67 0.00 19.36 28.00 2.00 0.00 0.67 0.00

19.52 28.44 2.00 0.00 0.67 0.00 19.68 32.72 2.00 0.00 0.67 0.00

19.85 31.66 2.00 0.00 0.66 0.00 20.01 30.24 2.00 0.00 0.66 0.00

20.18 27.01 2.00 0.00 0.66 0.00 20.34 30.84 2.00 0.00 0.66 0.00

20.50 32.90 2.00 0.00 0.65 0.00 20.67 94.72 0.33 2.21 0.65 0.04

20.83 101.73 0.35 2.04 0.65 0.04 21.00 106.46 0.37 1.94 0.64 0.04

21.16 36.11 2.00 0.00 0.64 0.00 21.32 26.40 2.00 0.00 0.64 0.00

21.49 19.11 2.00 0.00 0.64 0.00 21.65 17.12 2.00 0.00 0.63 0.00

21.82 30.31 2.00 0.00 0.63 0.00 21.98 48.15 2.00 0.00 0.63 0.00

22.15 34.43 2.00 0.00 0.62 0.00 22.31 22.78 2.00 0.00 0.62 0.00

22.47 21.53 2.00 0.00 0.62 0.00 22.64 27.67 2.00 0.00 0.62 0.00

22.80 86.47 0.30 2.28 0.61 0.04 22.97 112.63 0.39 1.73 0.61 0.03

23.13 131.35 0.51 1.46 0.61 0.03 23.29 125.18 0.46 1.54 0.61 0.03

23.46 105.22 0.36 1.84 0.60 0.04 23.62 29.43 2.00 0.00 0.60 0.00

23.79 19.68 2.00 0.00 0.60 0.00 23.95 17.91 2.00 0.00 0.59 0.00

24.11 20.66 2.00 0.00 0.59 0.00 24.28 29.06 2.00 0.00 0.59 0.00

24.44 41.94 2.00 0.00 0.59 0.00 24.61 39.21 2.00 0.00 0.58 0.00 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:44:51 AM 34 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Post-earthquake settlement due to soil liquefaction :: (continued) Depth
(ft)
qc1N,cs FS ev (%) Settlement
(in)
Depth
(ft)
qc1N,cs FS ev (%) Settlement
(in)
DF DF

24.77 98.70 0.33 1.89 0.58 0.04 24.93 106.29 0.36 1.74 0.58 0.03

25.10 111.53 0.38 1.65 0.57 0.03 25.26 112.11 0.38 1.63 0.57 0.03

25.43 110.95 0.37 1.64 0.57 0.03 25.59 109.78 0.37 1.65 0.57 0.03

25.75 103.51 0.34 1.75 0.56 0.03 25.92 96.52 0.32 1.87 0.56 0.04

26.08 33.93 2.00 0.00 0.56 0.00 26.25 34.63 2.00 0.00 0.56 0.00

26.41 37.89 2.00 0.00 0.55 0.00 26.57 30.65 2.00 0.00 0.55 0.00

26.74 27.92 2.00 0.00 0.55 0.00 26.90 19.07 2.00 0.00 0.54 0.00

27.07 16.11 2.00 0.00 0.54 0.00 27.23 15.44 2.00 0.00 0.54 0.00

27.39 17.17 2.00 0.00 0.54 0.00 27.56 18.35 2.00 0.00 0.53 0.00

27.72 19.41 2.00 0.00 0.53 0.00 27.89 76.80 0.26 2.20 0.53 0.04

28.05 80.74 0.27 2.08 0.52 0.04 28.21 94.10 0.31 1.78 0.52 0.04

28.38 93.44 0.30 1.79 0.52 0.04 28.54 88.65 0.29 1.87 0.52 0.04

28.71 92.72 0.30 1.78 0.51 0.04 28.87 92.05 0.30 1.78 0.51 0.04

29.04 28.76 2.00 0.00 0.51 0.00 29.20 25.20 2.00 0.00 0.51 0.00

29.36 23.69 2.00 0.00 0.50 0.00 29.53 25.90 2.00 0.00 0.50 0.00

29.69 33.84 2.00 0.00 0.50 0.00 29.86 34.96 2.00 0.00 0.49 0.00

30.02 31.17 2.00 0.00 0.49 0.00 30.18 30.93 2.00 0.00 0.49 0.00

30.35 26.80 2.00 0.00 0.49 0.00 30.51 25.68 2.00 0.00 0.48 0.00

30.68 26.40 2.00 0.00 0.48 0.00 30.84 28.21 2.00 0.00 0.48 0.00

31.00 30.71 2.00 0.00 0.47 0.00 31.17 101.86 0.33 1.49 0.47 0.03

31.33 114.95 0.38 1.30 0.47 0.03 31.50 102.75 0.33 1.46 0.47 0.03

31.66 99.33 0.32 1.50 0.46 0.03 31.82 111.47 0.36 1.32 0.46 0.03

31.99 137.60 0.54 1.05 0.46 0.02 32.15 189.83 2.00 0.00 0.46 0.00

32.32 198.86 2.00 0.00 0.45 0.00 32.48 201.42 2.00 0.00 0.45 0.00

32.64 200.86 2.00 0.00 0.45 0.00 32.81 211.76 2.00 0.00 0.44 0.00

32.97 221.89 2.00 0.00 0.44 0.00 33.14 202.00 2.00 0.00 0.44 0.00

33.30 180.82 1.90 0.02 0.44 0.00 33.47 164.25 1.03 0.33 0.43 0.01

33.63 168.26 1.18 0.24 0.43 0.00 33.79 169.68 1.24 0.21 0.43 0.00

33.96 165.11 1.06 0.30 0.42 0.01 34.12 157.25 0.84 0.52 0.42 0.01

34.28 156.21 0.82 0.55 0.42 0.01 34.45 144.04 0.61 0.90 0.42 0.02

34.61 138.10 0.54 0.94 0.41 0.02 34.78 136.34 0.52 0.95 0.41 0.02

34.94 139.84 0.56 0.92 0.41 0.02 35.10 143.49 0.60 0.88 0.41 0.02

35.27 155.26 0.79 0.57 0.40 0.01 35.43 142.28 0.58 0.88 0.40 0.02

35.60 131.09 0.47 0.96 0.40 0.02 35.76 146.35 0.64 0.84 0.39 0.02

35.92 208.94 2.00 0.00 0.39 0.00 36.09 269.61 2.00 0.00 0.39 0.00

36.25 324.71 2.00 0.00 0.39 0.00 36.42 342.90 2.00 0.00 0.38 0.00

36.58 325.18 2.00 0.00 0.38 0.00 36.74 305.36 2.00 0.00 0.38 0.00

36.91 302.02 2.00 0.00 0.37 0.00 37.07 299.07 2.00 0.00 0.37 0.00

37.24 302.50 2.00 0.00 0.37 0.00 37.40 308.17 2.00 0.00 0.37 0.00

37.57 317.75 2.00 0.00 0.36 0.00 37.73 285.66 2.00 0.00 0.36 0.00

37.89 306.65 2.00 0.00 0.36 0.00 38.06 312.52 2.00 0.00 0.35 0.00

38.22 330.58 2.00 0.00 0.35 0.00 38.39 344.29 2.00 0.00 0.35 0.00

38.55 360.20 2.00 0.00 0.35 0.00 38.71 374.28 2.00 0.00 0.34 0.00

38.88 377.66 2.00 0.00 0.34 0.00 39.04 374.63 2.00 0.00 0.34 0.00

39.21 350.93 2.00 0.00 0.34 0.00 39.37 330.79 2.00 0.00 0.33 0.00

39.53 342.33 2.00 0.00 0.33 0.00 39.70 359.78 2.00 0.00 0.33 0.00

39.86 368.73 2.00 0.00 0.32 0.00 40.03 366.68 2.00 0.00 0.32 0.00

40.19 318.05 2.00 0.00 0.32 0.00 40.35 196.57 2.00 0.00 0.32 0.00 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:44:51 AM 35 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Post-earthquake settlement due to soil liquefaction :: (continued) Depth
(ft)
qc1N,cs FS ev (%) Settlement
(in)
Depth
(ft)
qc1N,cs FS ev (%) Settlement
(in)
DF DF

40.52 107.80 0.34 0.93 0.31 0.02 40.68 120.33 0.40 0.82 0.31 0.02

40.85 96.86 0.31 1.02 0.31 0.02 41.01 28.10 2.00 0.00 0.30 0.00

41.17 24.91 2.00 0.00 0.30 0.00 41.34 24.11 2.00 0.00 0.30 0.00

41.50 28.02 2.00 0.00 0.30 0.00 41.67 25.08 2.00 0.00 0.29 0.00

41.83 24.06 2.00 0.00 0.29 0.00 41.99 20.85 2.00 0.00 0.29 0.00

42.16 19.04 2.00 0.00 0.29 0.00 42.32 18.13 2.00 0.00 0.28 0.00

42.49 16.63 2.00 0.00 0.28 0.00 42.65 15.53 2.00 0.00 0.28 0.00

42.81 12.88 2.00 0.00 0.27 0.00 42.98 12.61 2.00 0.00 0.27 0.00

43.14 13.50 2.00 0.00 0.27 0.00 43.31 14.29 2.00 0.00 0.27 0.00

43.47 14.02 2.00 0.00 0.26 0.00 43.63 12.06 2.00 0.00 0.26 0.00

43.80 10.64 2.00 0.00 0.26 0.00 43.96 10.05 2.00 0.00 0.25 0.00

44.13 10.03 2.00 0.00 0.25 0.00 44.29 11.67 2.00 0.00 0.25 0.00

44.45 12.94 2.00 0.00 0.25 0.00 44.62 13.12 2.00 0.00 0.24 0.00

44.78 12.63 2.00 0.00 0.24 0.00 44.95 12.67 2.00 0.00 0.24 0.00

45.11 13.83 2.00 0.00 0.24 0.00 45.28 16.98 2.00 0.00 0.23 0.00

45.44 13.77 2.00 0.00 0.23 0.00 45.60 11.95 2.00 0.00 0.23 0.00

45.77 10.83 2.00 0.00 0.22 0.00 45.93 8.97 2.00 0.00 0.22 0.00

46.10 9.41 2.00 0.00 0.22 0.00 46.26 8.45 2.00 0.00 0.22 0.00

46.42 8.14 2.00 0.00 0.21 0.00 46.59 9.24 2.00 0.00 0.21 0.00

46.75 13.32 2.00 0.00 0.21 0.00 46.92 17.17 2.00 0.00 0.20 0.00

47.08 20.26 2.00 0.00 0.20 0.00 47.24 21.40 2.00 0.00 0.20 0.00

47.41 20.75 2.00 0.00 0.20 0.00 47.57 22.92 2.00 0.00 0.19 0.00

47.74 82.70 0.27 0.74 0.19 0.01 47.90 85.24 0.28 0.71 0.19 0.01

48.06 26.33 2.00 0.00 0.19 0.00 48.23 25.28 2.00 0.00 0.18 0.00

48.39 23.61 2.00 0.00 0.18 0.00 48.56 22.34 2.00 0.00 0.18 0.00

48.72 22.84 2.00 0.00 0.17 0.00 48.88 23.53 2.00 0.00 0.17 0.00

49.05 26.10 2.00 0.00 0.17 0.00 49.21 32.27 2.00 0.00 0.17 0.00

49.38 94.65 0.30 0.55 0.16 0.01 49.54 99.46 0.32 0.52 0.16 0.01

49.70 105.11 0.33 0.48 0.16 0.01 49.87 127.70 0.44 0.38 0.15 0.01

50.03 114.11 0.37 0.43 0.15 0.01 50.20 97.74 0.31 0.49 0.15 0.01 Tot a l e st im a te d set t lem e nt: 4.55
Abbreviations
Qtn,cs:

FS:
ev (%):

DF:

Settlement:

Equivalent clean sand normalized cone resistance
Factor of safety against liquefaction
Post-liquefaction volumentric strain
ev depth weighting factor
Calculated settlement
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:44:51 AM 36 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Strength loss calculation Idriss & Boulanger (2008) ::

Depth
(ft)
qt Kc
(tsf)
Qtn Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'v

1.31 18.47 29.56 2.31 68.19 2.39 0.09 0.72

1.48 16.96 27.12 2.76 74.96 2.47 0.08 0.71

1.64 14.72 23.50 3.88 91.11 2.61 0.09 0.62

1.80 13.33 21.26 4.65 98.94 2.69 0.09 0.62

1.97 12.18 19.40 5.05 98.04 2.73 0.08 0.62

2.13 11.49 18.28 4.60 84.01 2.69 0.08 0.62

2.30 11.18 17.76 4.14 73.53 2.64 0.08 0.62

2.46 11.05 17.54 3.69 64.81 2.59 0.08 0.69

2.63 11.41 18.10 3.25 58.87 2.54 0.08 0.69

2.79 11.90 18.89 2.83 53.37 2.48 0.08 0.69

2.95 12.79 20.30 2.47 50.21 2.42 0.08 0.69

3.12 14.05 22.32 2.12 47.40 2.35 0.07 0.69

3.28 15.73 25.00 1.84 46.00 2.28 0.07 0.70

3.44 17.43 27.72 1.00 27.72 2.21 0.07 0.70

3.61 18.63 29.63 1.00 29.63 2.18 0.07 0.70

3.77 19.69 31.33 1.00 31.33 2.17 0.07 0.70

3.94 19.98 31.78 1.58 50.27 2.19 0.08 0.71

4.10 20.31 32.29 1.61 52.04 2.20 0.08 0.71

4.26 19.91 31.63 1.69 53.37 2.23 0.08 0.71

4.43 19.84 31.50 1.74 54.68 2.24 0.08 0.71

4.59 19.56 31.04 1.78 55.34 2.26 0.08 0.71

4.76 19.72 31.29 1.76 55.09 2.25 0.08 0.71

4.92 20.35 32.29 1.70 54.88 2.23 0.08 0.71

5.08 21.69 34.42 1.60 55.00 2.19 0.08 0.72

5.25 23.37 37.11 1.51 56.08 2.15 0.08 0.72

5.41 24.88 39.53 1.45 57.13 2.12 0.08 0.72

5.58 26.37 41.90 1.39 58.41 2.08 0.08 0.72

5.74 28.42 45.19 1.34 60.73 2.04 0.08 0.72

5.91 31.51 50.14 1.00 50.14 1.98 0.08 0.72

6.07 35.15 55.97 1.00 55.97 1.91 0.08 0.71

6.23 38.56 61.43 1.00 61.43 1.86 0.08 0.69

6.40 41.16 65.60 1.00 65.60 1.82 0.08 0.68

6.56 42.78 68.18 1.00 68.18 1.81 0.09 0.69

6.73 43.16 68.77 1.00 68.77 1.83 0.09 0.70

6.89 41.96 66.85 1.00 66.85 1.87 0.09 0.71

7.05 39.31 62.56 1.26 78.70 1.93 0.09 0.73

7.22 36.04 57.30 1.32 75.47 2.01 0.09 0.74

7.38 33.75 53.60 1.39 74.41 2.08 0.09 0.74

7.55 33.49 53.18 1.42 75.50 2.10 0.09 0.74

7.71 34.75 55.19 1.40 77.22 2.09 0.09 0.75

7.87 36.40 57.82 1.36 78.62 2.05 0.09 0.75

8.04 38.58 61.32 1.31 80.44 2.01 0.09 0.74

8.20 41.46 65.91 1.27 83.42 1.94 0.09 0.73

8.37 43.50 68.71 1.24 85.06 1.90 0.09 0.73

8.53 43.39 67.70 1.24 83.72 1.90 0.09 0.72

8.69 41.04 63.77 1.25 79.91 1.92 0.09 0.72

8.86 38.24 59.42 1.28 76.03 1.96 0.08 0.72

9.02 35.58 55.28 1.31 72.50 2.01 0.08 0.72
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:44:51 AM 37 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth
(ft)
qt Kc
(tsf)
Qtn Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'v

9.19 33.57 52.16 1.35 70.53 2.05 0.08 0.73

9.35 32.63 50.26 1.36 68.58 2.06 0.08 0.72

9.51 32.89 50.02 1.36 67.97 2.05 0.08 0.72

9.68 34.32 51.31 1.33 68.44 2.03 0.08 0.72

9.84 36.11 53.13 1.32 70.02 2.01 0.08 0.72

10.01 37.22 54.05 1.31 70.75 2.00 0.08 0.72

10.17 37.38 53.71 1.31 70.34 2.00 0.08 0.72

10.34 36.69 52.32 1.32 69.01 2.01 0.08 0.72

10.50 33.96 48.34 1.36 65.64 2.05 0.08 0.73

10.66 33.90 47.74 1.36 64.79 2.05 0.07 0.70

10.83 34.12 47.55 1.36 64.48 2.05 0.08 0.73

10.99 37.18 50.93 1.32 67.14 2.01 0.08 0.72

11.15 39.11 53.09 1.30 68.93 1.99 0.08 0.72

11.32 43.22 57.84 1.00 57.84 1.94 0.08 0.71

11.48 47.91 63.24 1.00 63.24 1.89 0.09 0.71

11.65 51.77 67.78 1.00 67.78 1.86 0.09 0.71

11.81 53.18 69.66 1.23 85.39 1.88 0.09 0.72

11.97 52.99 69.39 1.24 85.91 1.90 0.09 0.72

12.14 52.11 67.91 1.24 83.95 1.90 0.09 0.72

12.30 52.01 67.11 1.00 67.11 1.87 0.09 0.70

12.47 51.56 66.23 1.00 66.23 1.87 0.09 0.71

12.63 50.45 64.79 1.00 64.79 1.89 0.09 0.71

12.79 49.06 63.00 1.00 63.00 1.91 0.08 0.71

12.96 49.09 62.81 1.00 62.81 1.91 0.09 0.71

13.12 50.56 64.41 1.24 79.74 1.90 0.09 0.71

13.29 51.89 65.75 1.23 80.98 1.89 0.09 0.72

13.45 52.88 66.55 1.00 66.55 1.88 0.09 0.71

13.62 54.37 67.86 1.00 67.86 1.85 0.09 0.70

13.78 56.49 69.91 1.00 69.91 1.82 0.09 0.69

13.94 58.54 71.83 1.00 71.83 1.79 0.09 0.69

14.11 57.93 70.81 1.00 70.81 1.79 0.09 0.69

14.27 57.50 70.13 1.00 70.13 1.79 0.08 0.68

14.44 57.53 70.08 1.00 70.08 1.81 0.09 0.69

14.60 58.65 71.27 1.00 71.27 1.81 0.09 0.70

14.76 52.39 63.93 1.00 63.93 1.86 0.09 0.71

14.93 39.14 48.62 1.32 64.18 2.01 0.08 0.72

15.09 24.64 31.45 1.81 56.85 2.27 0.07 0.69

15.26 15.44 20.19 3.37 68.06 2.55 0.08 0.69

15.42 13.10 17.17 4.32 74.10 2.66 0.08 0.62

15.58 15.15 19.68 3.59 70.59 2.58 0.08 0.68

15.75 19.03 24.32 2.59 63.02 2.44 0.08 0.71

15.91 22.17 28.09 2.26 63.37 2.38 0.08 0.71

16.08 22.50 28.53 2.40 68.56 2.41 0.08 0.71

16.24 21.86 27.85 2.82 78.44 2.48 0.08 0.71

16.40 21.42 27.36 3.18 87.12 2.53 0.09 0.71

16.57 21.79 27.89 3.53 98.43 2.57 0.09 0.71

16.73 25.03 31.95 3.38 107.92 2.55 0.09 0.72

16.90 30.12 38.17 2.98 113.70 2.50 0.10 0.74
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:44:51 AM 38 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth
(ft)
qt Kc
(tsf)
Qtn Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'v

17.06 36.90 46.26 2.51 115.95 2.42 0.10 0.75

17.22 55.27 67.41 1.64 110.80 2.21 0.10 0.75

17.39 83.19 98.39 1.30 127.44 1.99 0.15 0.80

17.55 109.57 126.76 1.19 150.72 1.84 0.22 0.81

17.72 114.88 132.18 1.18 155.48 1.82 0.23 0.81

17.88 100.73 116.92 1.25 146.69 1.93 0.18 0.82

18.05 79.96 94.67 1.47 139.17 2.13 0.15 0.81

18.21 72.59 86.91 1.81 156.90 2.27 0.13 0.79

18.37 84.33 100.52 1.78 179.14 2.26 0.17 0.83

18.54 113.88 133.13 1.45 192.79 2.12 0.26 0.87

18.70 129.48 149.80 1.37 205.50 2.06 0.55 0.91

18.86 114.36 132.57 1.47 194.82 2.13 0.35 0.89

19.03 76.52 90.15 2.16 194.80 2.36 0.15 0.81

19.19 42.83 51.59 4.74 244.46 2.70 0.11 0.62

19.36 29.03 35.14 7.78 273.41 2.94 0.10 0.62

19.52 27.23 32.66 8.65 282.46 2.99 0.10 0.62

19.68 28.50 34.00 8.17 277.94 2.96 0.11 0.62

19.85 29.18 34.61 7.73 267.48 2.93 0.11 0.62

20.01 27.48 32.31 7.52 243.04 2.92 0.10 0.62

20.18 27.39 31.76 6.40 203.35 2.84 0.10 0.62

20.34 28.39 32.47 5.17 167.92 2.74 0.10 0.62

20.50 30.88 34.94 4.19 146.51 2.65 0.10 0.62

20.67 34.18 38.35 3.55 136.18 2.58 0.10 0.74

20.83 38.12 42.45 3.03 128.73 2.51 0.11 0.75

21.00 38.83 43.02 2.99 128.79 2.50 0.11 0.76

21.16 34.22 37.88 3.76 142.26 2.60 0.10 0.62

21.32 25.97 28.74 5.80 166.65 2.80 0.10 0.62

21.49 19.86 21.72 8.61 187.03 2.99 0.09 0.62

21.65 21.21 23.15 7.95 184.15 2.95 0.09 0.62

21.82 30.69 33.47 5.06 169.24 2.73 0.10 0.62

21.98 36.29 39.44 4.42 174.24 2.67 0.13 0.62

22.15 33.86 36.68 5.10 186.90 2.74 0.11 0.62

22.31 25.23 27.14 7.25 196.67 2.90 0.09 0.62

22.47 23.15 24.60 6.93 170.46 2.88 0.09 0.62

22.64 25.01 26.39 5.67 149.53 2.78 0.10 0.62

22.80 35.49 37.28 3.38 125.90 2.55 0.09 0.72

22.97 51.25 53.46 2.04 108.89 2.33 0.12 0.77

23.13 65.18 67.40 1.52 102.63 2.16 0.14 0.80

23.29 63.11 64.97 1.52 98.77 2.16 0.13 0.79

23.46 48.03 49.44 2.12 104.76 2.35 0.11 0.76

23.62 31.40 32.30 4.68 151.23 2.70 0.10 0.62

23.79 21.98 22.29 9.47 211.12 3.04 0.09 1.59

23.95 19.15 19.13 13.73 262.52 3.24 0.09 1.37

24.11 22.36 22.44 13.16 295.27 3.22 0.09 1.60

24.28 30.51 30.94 9.69 299.83 3.05 0.10 2.21

24.44 36.82 37.38 6.90 257.83 2.88 0.12 0.62

24.61 40.05 40.27 4.71 189.81 2.70 0.11 0.62

24.77 41.73 41.50 2.99 123.97 2.50 0.10 0.75
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:44:51 AM 39 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth
(ft)
qt Kc
(tsf)
Qtn Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'v

24.93 46.02 45.51 2.26 102.97 2.38 0.11 0.76

25.10 50.57 49.90 2.11 105.37 2.35 0.11 0.77

25.26 51.86 51.03 2.21 112.91 2.37 0.12 0.77

25.43 50.72 49.70 2.31 114.77 2.39 0.11 0.77

25.59 47.63 46.48 2.67 124.19 2.45 0.12 0.77

25.75 42.82 41.51 2.98 123.80 2.50 0.11 0.75

25.92 38.12 36.71 3.49 128.17 2.57 0.10 0.74

26.08 35.62 34.08 3.82 130.17 2.61 0.10 0.62

26.25 36.45 34.77 4.12 143.14 2.64 0.10 0.62

26.41 35.40 33.61 4.76 160.02 2.71 0.11 0.62

26.57 33.16 31.28 5.47 170.96 2.77 0.10 0.62

26.74 26.72 24.84 7.24 179.86 2.90 0.10 0.62

26.90 21.75 19.84 9.09 180.27 3.02 0.09 1.42

27.07 17.49 15.58 11.17 174.04 3.13 0.09 1.11

27.23 16.89 14.92 10.81 161.36 3.11 0.08 1.07

27.39 17.74 15.67 9.06 141.99 3.02 0.09 1.12

27.56 19.19 16.99 6.97 118.45 2.88 0.09 0.62

27.72 20.57 18.23 5.07 92.38 2.73 0.08 0.62

27.89 24.83 22.21 3.21 71.28 2.53 0.08 0.70

28.05 37.01 33.68 1.72 57.96 2.24 0.08 0.71

28.21 52.16 47.93 1.34 64.15 2.03 0.09 0.74

28.38 59.71 54.93 1.00 54.93 1.95 0.09 0.74

28.54 55.33 50.66 1.32 66.75 2.01 0.08 0.73

28.71 44.81 40.60 1.65 66.88 2.21 0.09 0.73

28.87 36.89 33.01 2.83 93.43 2.48 0.10 0.73

29.04 31.36 27.67 5.27 145.89 2.75 0.10 0.62

29.20 27.91 24.32 8.15 198.17 2.96 0.10 0.62

29.36 26.98 23.34 10.01 233.58 3.07 0.10 1.67

29.53 30.16 26.13 9.22 240.81 3.02 0.10 1.87

29.69 34.28 29.75 7.62 226.69 2.93 0.11 0.62

29.86 36.27 31.43 6.40 201.17 2.84 0.11 0.62

30.02 35.33 30.45 5.89 179.35 2.80 0.10 0.62

30.18 32.51 27.76 5.89 163.54 2.80 0.10 0.62

30.35 30.62 25.94 6.00 155.68 2.81 0.10 0.62

30.51 29.09 24.43 6.43 157.03 2.84 0.10 0.62

30.68 29.70 24.87 6.49 161.30 2.85 0.10 0.62

30.84 31.68 26.52 6.24 165.39 2.83 0.10 0.62

31.00 36.66 30.86 5.10 157.25 2.74 0.10 0.62

31.17 45.07 38.29 3.63 139.02 2.59 0.11 0.75

31.33 49.32 42.01 2.89 121.57 2.49 0.12 0.77

31.50 49.61 42.15 2.67 112.72 2.45 0.11 0.75

31.66 50.64 42.94 2.50 107.50 2.42 0.10 0.75

31.82 66.54 56.99 1.87 106.75 2.29 0.11 0.77

31.99 105.26 91.40 1.40 128.39 2.09 0.15 0.81

32.15 152.62 133.45 1.28 170.45 1.96 0.36 0.88

32.32 193.84 170.13 1.20 204.65 1.85 0.81 0.89

32.48 213.18 187.12 1.15 215.93 1.80 0.92 0.89

32.64 218.38 191.24 1.14 218.83 1.79 0.92 0.89
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:44:51 AM 40 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth
(ft)
qt Kc
(tsf)
Qtn Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'v

32.81 212.89 185.37 1.20 222.35 1.85 0.92 0.90

32.97 201.32 174.04 1.25 218.18 1.93 0.91 0.91

33.14 189.26 163.05 1.25 203.83 1.92 0.56 0.89

33.30 182.98 157.55 1.21 190.99 1.86 0.44 0.87

33.47 184.02 159.17 1.04 166.17 1.73 0.38 0.85

33.63 186.81 161.72 1.00 161.72 1.67 0.42 0.85

33.79 187.43 161.91 1.00 161.91 1.66 0.44 0.85

33.96 183.42 157.51 1.03 162.66 1.72 0.39 0.85

34.12 175.90 149.99 1.14 171.22 1.79 0.33 0.84

34.28 165.98 140.70 1.19 166.90 1.83 0.30 0.84

34.45 158.47 133.92 1.18 158.46 1.83 0.24 0.82

34.61 154.51 130.35 1.17 151.86 1.81 0.22 0.81

34.78 155.87 131.52 1.12 146.85 1.77 0.22 0.81

34.94 159.33 134.48 1.06 142.16 1.73 0.23 0.81

35.10 166.53 140.74 1.00 140.74 1.69 0.25 0.82

35.27 167.54 141.16 1.00 141.16 1.70 0.31 0.83

35.43 159.67 133.36 1.13 150.78 1.78 0.25 0.82

35.60 156.70 129.94 1.19 155.18 1.84 0.19 0.80

35.76 181.13 151.11 1.08 163.71 1.75 0.26 0.82

35.92 234.84 198.53 1.00 198.53 1.58 0.93 0.90

36.09 299.91 256.57 1.00 256.57 1.42 0.97 0.95

36.25 349.29 299.74 1.00 299.74 1.37 0.99 1.00

36.42 370.40 317.08 1.00 317.08 1.38 1.00 1.01

36.58 363.58 308.97 1.00 308.97 1.45 1.00 1.00

36.74 348.73 295.12 1.00 295.12 1.47 0.99 0.98

36.91 339.35 287.19 1.00 287.19 1.44 0.99 0.98

37.07 338.65 287.62 1.00 287.62 1.38 0.99 0.98

37.24 341.33 289.17 1.00 289.17 1.38 0.99 0.98

37.40 348.75 294.12 1.00 294.12 1.41 0.99 0.98

37.57 342.84 287.08 1.00 287.08 1.47 0.99 0.99

37.73 342.66 285.66 1.00 285.66 1.49 0.99 0.97

37.89 341.09 283.63 1.00 283.63 1.50 0.99 0.98

38.06 358.39 299.39 1.00 299.39 1.43 0.99 0.99

38.22 372.99 315.08 1.00 315.08 1.30 1.00 1.00

38.39 391.40 333.68 1.00 333.68 1.20 1.01 1.01

38.55 408.33 348.70 1.00 348.70 1.17 1.02 1.02

38.71 421.40 357.98 1.00 357.98 1.21 1.02 1.03

38.88 427.31 362.07 1.00 362.07 1.22 1.03 1.03

39.04 418.90 354.08 1.00 354.08 1.22 1.02 1.03

39.21 401.54 337.52 1.00 337.52 1.26 1.01 1.02

39.37 389.68 325.97 1.00 325.97 1.29 1.01 1.00

39.53 393.48 329.08 1.00 329.08 1.27 1.01 1.01

39.70 408.36 341.92 1.00 341.92 1.25 1.02 1.02

39.86 418.10 349.96 1.00 349.96 1.24 1.02 1.03

40.03 402.57 335.48 1.00 335.48 1.26 1.01 1.03

40.19 338.71 278.32 1.00 278.32 1.36 0.98 0.99

40.35 235.90 188.35 1.00 188.35 1.57 0.92 0.88

40.52 139.85 106.64 1.22 130.26 1.88 0.13 0.76
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:44:51 AM 41 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth
(ft)
qt Kc
(tsf)
Qtn Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'v

40.68 78.81 56.77 1.67 94.52 2.22 0.12 0.78

40.85 53.51 36.90 2.56 94.33 2.43 0.10 0.74

41.01 38.50 25.34 4.11 104.11 2.64 0.09 0.62

41.17 32.89 21.04 5.25 110.50 2.75 0.09 0.62

41.34 32.73 20.71 5.98 123.82 2.81 0.09 0.62

41.50 32.94 20.71 6.30 130.53 2.84 0.10 0.62

41.67 33.03 20.70 6.59 136.33 2.86 0.10 0.62

41.83 30.19 18.71 7.13 133.31 2.89 0.09 0.62

41.99 27.66 16.94 7.46 126.30 2.92 0.09 0.62

42.16 25.19 15.23 7.75 118.05 2.94 0.09 0.62

42.32 23.43 14.00 7.75 108.46 2.94 0.09 0.62

42.49 21.95 12.97 8.08 104.79 2.96 0.09 0.62

42.65 19.74 11.46 9.17 105.06 3.02 0.08 0.82

42.81 18.07 10.31 10.90 112.38 3.11 0.08 0.74

42.98 17.26 9.74 12.17 118.51 3.17 0.08 0.70

43.14 17.90 10.13 11.76 119.11 3.16 0.08 0.72

43.31 18.53 10.51 11.12 116.83 3.13 0.08 0.75

43.47 17.92 10.07 11.35 114.26 3.14 0.08 0.72

43.63 16.35 9.01 12.47 112.33 3.19 0.08 0.64

43.80 14.65 7.87 13.92 109.52 3.25 0.08 0.56

43.96 13.79 7.29 14.67 106.89 3.28 0.08 0.52

44.13 14.30 7.59 13.72 104.11 3.24 0.08 0.54

44.29 15.62 8.41 12.15 102.22 3.17 0.08 0.60

44.45 17.01 9.28 10.79 100.22 3.11 0.08 0.66

44.62 17.46 9.54 10.24 97.71 3.08 0.08 0.68

44.78 17.37 9.45 9.96 94.19 3.07 0.08 0.68

44.95 17.72 9.64 9.25 89.23 3.03 0.08 0.69

45.11 19.60 10.81 7.80 84.34 2.94 0.08 0.62

45.28 20.08 11.08 7.63 84.54 2.93 0.09 0.62

45.44 19.26 10.53 8.45 88.95 2.98 0.08 0.62

45.60 16.65 8.84 10.82 95.70 3.11 0.08 0.63

45.77 14.60 7.53 14.42 108.50 3.27 0.08 0.54

45.93 13.54 6.83 17.38 118.65 3.38 0.08 0.49

46.10 12.55 6.18 20.72 128.15 3.48 0.08 0.44

46.26 12.25 5.97 21.64 129.22 3.51 0.08 0.43

46.42 12.16 5.90 21.74 128.17 3.51 0.07 0.42

46.59 14.36 7.24 16.71 120.95 3.36 0.08 0.52

46.75 18.41 9.73 11.31 110.02 3.13 0.08 0.70

46.92 23.48 12.83 7.43 95.34 2.92 0.09 0.62

47.08 27.23 15.19 5.65 85.88 2.78 0.09 0.62

47.24 29.00 16.44 4.79 78.74 2.71 0.09 0.62

47.41 30.22 17.30 4.27 73.89 2.66 0.08 0.62

47.57 32.02 18.55 3.78 70.04 2.60 0.09 0.62

47.74 34.99 20.52 3.43 70.38 2.56 0.09 0.71

47.90 36.82 21.59 3.51 75.84 2.57 0.09 0.72

48.06 37.03 21.40 4.13 88.40 2.64 0.09 0.62

48.23 35.55 20.09 5.11 102.77 2.74 0.09 0.62

48.39 33.76 18.69 6.13 114.53 2.82 0.09 0.62
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:44:51 AM 42 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
This software is licensed to: Kleinfelder CPT name: CPT 1 :: Strength loss calculation (Idriss & Boulanger (2008) :: (continued) Depth
(ft)
qt Kc
(tsf)
Qtn Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'v

48.56 32.72 18.01 6.47 116.42 2.85 0.09 0.62

48.72 32.75 17.97 6.31 113.31 2.84 0.09 0.62

48.88 34.52 19.04 5.70 108.62 2.79 0.09 0.62

49.05 38.76 21.82 4.82 105.14 2.71 0.09 0.62

49.21 43.87 25.21 4.01 101.20 2.63 0.10 0.62

49.38 50.18 29.49 3.23 95.36 2.54 0.10 0.74

49.54 57.58 34.63 2.56 88.50 2.43 0.10 0.75

49.70 71.83 44.83 1.82 81.59 2.27 0.10 0.76

49.87 78.47 49.68 1.61 79.84 2.20 0.13 0.79

50.03 74.13 46.43 1.70 78.83 2.23 0.11 0.77

50.20 61.76 37.40 2.16 80.89 2.36 0.10 0.74
qt:

Kc:

Qtn,cs:

Ic:

Su(liq )/σ'v:

Su(peak)/σ'v:

Total cone resistance
Cone resistance correction factor due to fines
Adjusted and corrected cone resistance due to fines
Soil behavior type index
Calculated liquefied undrained strength ratio
Calculated peak undrained strength ratio
Abbreviations
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software - Report created on: 8/15/2024, 7:44:51 AM 43 Project file: C:\Users\AMiftah\OneDrive - Kleinfelder\Documents\0.Work\CPT Manteca WWTP Drilling\CPTLIQ AM_2.clq ATTACHMENT 3
Procedure for the evaluation of soil liquefaction resistance, NCEER (1998) Calculation of soil resistance against liquefaction is performed according to the Robertson & Wride (1998) procedure. The procedure used in the software, slightly differs from the one originally published in NCEER-97-0022 (Proceedings of the NCEER Workshop on Evaluation of Liquefaction Resistance of Soils). The revised procedure is presented below in the form of a flowchart 1:
1 "Estimating liquefaction-induced ground settlements from CPT for level ground", G. Zhang, P.K. Robertson, and R.W.I. Brachman CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software 44 ATTACHMENT 3
Procedure for the evaluation of soil liquefaction resistance (all soils), Robertson (2010) Calculation of soil resistance against liquefaction is performed according to the Robertson & Wride (1998) procedure. This procedure used in the software, slightly differs from the one originally published in NCEER-97-0022 (Proceedings of the NCEER Workshop on Evaluation of Liquefaction Resistance of Soils). The revised procedure is presented below in the form of a flowchart 1:
1 P.K. Robertson, 2009. “Performance based earthquake design using the CPT”, Keynote Lecture, International Conference on Performance-based Design in Earthquake Geotechnical Engineering – from case history to practice, IS-Tokyo, June 2009 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software 45 ATTACHMENT 3
Procedure for the evaluation of soil liquefaction resistance, Idriss & Boulanger (2008) CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software 46 ATTACHMENT 3
Procedure for the evaluation of soil liquefaction resistance (sandy soils), Moss et al. (2006) CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software 47 ATTACHMENT 3
Procedure for the evaluation of soil liquefaction resistance, Boulanger & Idriss(2014) CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software 48 ATTACHMENT 3
Procedure for the evaluation of liquefaction-induced lateral spreading displacements Site investigation
with SPT or
CPT
Design
earthquake
Ground
geometry
SPT data with
content fines
measurements or CPT data
Moment magnitude
of earthquake (Mw)
and peak surface
acceleration (amax)
Geometric parameters
for each of different
zones in level (or
gently sloping) ground
with (or without) a free
face
Liquefaction potential analysis
to calculate FS, (N1)60cs or
(qc1N)cs
(using the NCEER SPTCPTor-based method (Youd et al.
2001))
Calculation of the lateral
displacement index
(LDI)
(using Figure 1 and Equation [3])
Zones with three major
geometric parameters or
less - free face height (H),
the distance to a free face
(L), or/and slope (S)
Zones with
more than
three major
geometric
parameters
L/H
or/and
S
Estimated lateral displacement, LD
For gently sloping ground without a free face,
LD = (S + 0.20) · LDI (for 0.2% < S < 3.5%)
For level ground with a free face,

(
LD = 6 · (L/H)-0.8 · LDI (for 5 < L/H < 40)
Evaluation of
lateral
displacements
based on
other
approaches
and
engineering
judgment
If
(N1)60cs < 14
or
(qc1N)cs < 70
evaluate
potential
of
flow
liquefaction
1 Flow chart illustrating major steps in estimating liquefaction-induced lateral spreading displacements using the proposed approach 1 Figure 1
1 Equation [3]
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software 49 1 "Estimating liquefaction-induced ground settlements from CPT for level ground", G. Zhang, P.K. Robertson, and R.W.I. Brachman ATTACHMENT 3
Procedure for the estimation of seismic induced settlements in dry sands Robertson, P.K. and Lisheng, S., 2010, “Estimation of seismic compression in dry soils using the CPT” FIFTH INTERNATIONAL CONFERENCE ON RECENT ADVANCES IN GEOTECHNICAL EARTHQUAKE ENGINEERING AND SOIL DYNAMICS, Symposium in honor of professor I. M. Idriss, San Diego, CA
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software 50 ATTACHMENT 3
Liquefaction Potential Index (LPI) calculation procedure Graphical presentation of the LPI calculation procedure Calculation of the Liquefaction Potential Index (LPI) is used to interpret the liquefaction assessment calculations in terms of severity over depth. The calculation procedure is based on the methology developed by Iwasaki (1982) and is adopted by AFPS.

To estimate the severity of liquefaction extent at a given site, LPI is calculated based on the following equation:

LPI =
where:

FL = 1 - F.S. when F.S. less than 1
FL = 0 when F.S. greater than 1
z depth of measurment in meters
Values of LPI range between zero (0) when no test point is characterized as liquefiable and 100 when all points are characterized as susceptible to liquefaction. Iwasaki proposed four (4) discrete categories based on the numeric value of LPI:
⦁ LPI = 0 : Liquefaction risk is very low
⦁ 0 < LPI <= 5 : Liquefaction risk is low
⦁ 5 < LPI <= 15 : Liquefaction risk is high
⦁ LPI > 15 : Liquefaction risk is very high
CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software 51 ATTACHMENT 3
Shear-Induced Building Settlement (Ds) calculation procedure The shear-induced building settlement (Ds) due to liquefaction below the building can be estimated using the relationship developed by Bray and Macedo (2017):
where Ds is in the units of mm, c1= -8.35 and c2= 0.072 for LBS ≤ 16, and c1= -7.48 and c2= 0.014 otherwise. Q is the building contact pressure in units of kPa, HL is the cumulative thickness of the liquefiable layers in the units of m, B is the building width in the units of m, CAVdp is a standardized version of the cumulative absolute velocity in the units of g-s, Sa1 is 5%-damped pseudo-acceleration response spectral value at a period of 1 s in the units of g, and ε is a normal random variable with zero mean and 0.50 standard deviation in Ln units. The liquefaction-induced building settlement index (LBS) is:
where z (m) is the depth measured from the ground surface > 0, W is a foundation-weighting factor wherein W = 0.0 for z less than Df, which is the embedment depth of the foundation, and W = 1.0 otherwise. The shear strain parameter (ε_shear) is the liquefaction-induced free-field shear strain (in %) estimated using Zhang et al. (2004). It is calculated based on the estimated Dr of the liquefied soil layer and the calculated safety factor against liquefaction triggering (FSL).

CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software 52 ATTACHMENT 3
References
⦁ Lunne, T., Robertson, P.K., and Powell, J.J.M 1997. Cone penetration testing in geotechnical practice, E & FN Spon Routledge, 352 p, ISBN 0-7514-0393-8.
⦁ Boulanger, R.W. and Idriss, I. M., 2007. Evaluation of Cyclic Softening in Silts and Clays. ASCE Journal of Geotechnical and Geoenvironmental Engineering June, Vol. 133, No. 6 pp 641 -652 ⦁ Boulanger, R.W. and Idriss, I. M., 20 14. CPT AND SPT BASED LIQUEFACTION TRIGGERING PROCEDURES. DEPARTMENT OF

CIVIL & ENVIRONMENTAL ENGINEERING COLLEGE OF ENGINEERING UNIVERSITY OF CALIFORNIA AT DAVIS ⦁ Robertson, P.K. and Cabal, K.L., 2007 , Guide to Cone Penetration Testing for Geotechnical Engineering. Available at no cost at http://www.geologismiki.gr/
⦁ Robertson, P.K. 1990. Soil classification using the cone penetration test. Canadian Geotechnical Journal, 27 (1), 151 -8. ⦁ Robertson, P.K. and Wride, C.E., 1998. Cyclic Liquefaction and its Evaluation based on the CPT Canadian Geotechnical Journal, 1998, Vol. 35, August.
⦁ Youd, T.L., Idriss, I.M., Andrus, R.D., Arango, I., Castro, G., Christian, J.T., Dobry, R., Finn, W.D.L., Harder, L.F., Hynes , M.E., Ishihara, K., Koester, J., Liao, S., Marcuson III, W.F., Martin, G.R., Mitchell, J.K., Moriwaki, Y., Power, M.S., Robertson, P.K., Seed, R., and Stokoe, K.H., Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/NSF Workshop on Evaluation of Liquefaction Resistance of Soils, ASCE, Journal of Geotechnical & Geoenvironmental Engineering, Vol. 127, October, pp 817 -833
⦁ Zhang, G., Robertson. P.K., Brachman, R., 2002, Estimating Liquefaction Induced Ground Settlements from the CPT, Canadian Geotechnical Journal, 39: pp 1168 -1180
⦁ Zhang, G., Robertson. P.K., Brachman, R., 2004, Estimating Liquefaction Induced Lateral Displacements using the SPT and CPT, ASCE, Journal of Geotechnical & Geoenvironmental Engineering, Vol. 130, No. 8, 861 -871 ⦁ Pradel, D., 1998, Procedure to Evaluate Earthquake -Induced Settlements in Dry Sandy Soils, ASCE, Journal of Geotechnical & Geoenvironmental Engineering, Vol. 124, No. 4, 364-368
⦁ Iwasaki, T., 1986, Soil liquefaction studies in Japan: state -of-the-art, Soil Dynamics and Earthquake Engineering, Vol. 5, No. 1, 2-70
⦁ Papathanassiou G., 2008, LPI-based approach for calibrating the severity of liquefaction -induced failures and for assessing the probability of liquefaction surface evidence, Eng. Geol. 96:94 –104 ⦁ P.K. Robertson, 2009, Interpretation of Cone Penetration Tests - a unified approach., Canadian Geotechnical Journal, Vol. 46, No. 11, pp 1337-1355
⦁ P.K. Robertson, 2009. “Performance based earthquake design using the CPT”, Keynote Lecture, International Conference on Performance-based Design in Earthquake Geotechnical Engineering - from case history to practice, IS -Tokyo, June 2009 ⦁ Robertson, P.K. and Lisheng, S., 2010, “Estimation of seismic compression in dry soils using the CPT” FIFTH INTERNATIONAL CONFERENCE ON RECENT ADVANCES IN GEOTECHNICAL EARTHQUAKE ENGINEERING AND SOIL DYNAMICS, Symposium in honor of professor I. M. Idriss, SAN diego, CA
⦁ R. E. S. Moss, R. B. Seed, R. E. Kayen, J. P. Stewart, A. Der Kiureghian, K. O. Cetin, CPT -Based Probabilistic and Deterministic Assessment of In Situ Seismic Soil Liquefaction Potential, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 132 , No. 8, August 1, 2006
⦁ I. M. Idriss and R. W. Boulanger, 2008. Soil liquefaction during earthquakes, Earthquake Engineering Research Institute MNO-12
⦁ Jonathan D. Bray & Jorge Macedo, Department of Civil & Environmental Engineering, Univ. of California, Berkeley, CA, USA, Simplified procedure for estimating liquefaction -induced building settlement, Proceedings of the 19th International Conference on Soil Mechanics and Geotechnical Engineering, Seoul 201 CLiq v.3.3.3.2 - CPT Liquefaction Assessment Software 53 ATTACHMENT 3

APPENDIX D

GBA REPORT INSERT
___________________________________________________________________________________ ATTACHMENT 3
Geotechnical-Engineering Report
Important Information about This
Subsurface problems are a principal cause of construction delays, cost overruns, claims, and disputes.

While you cannot eliminate all such risks, you can manage them. The following information is provided to help.

The Geoprofessional Business Association (GBA)
has prepared this advisory to help you – assumedly
a client representative – interpret and apply this
geotechnical-engineering report as effectively as
possible. In that way, you can benefit from a lowered
exposure to problems associated with subsurface
conditions at project sites and development of
them that, for decades, have been a principal cause
of construction delays, cost overruns, claims,
and disputes. If you have questions or want more
information about any of the issues discussed herein,
contact your GBA-member geotechnical engineer.

Active engagement in GBA exposes geotechnical
engineers to a wide array of risk-confrontation
techniques that can be of genuine benefit for
everyone involved with a construction project.

Understand the Geotechnical-Engineering Services
Provided for this Report
Geotechnical-engineering services typically include the planning, collection, interpretation, and analysis of exploratory data from widely spaced borings and/or test pits. Field data are combined with results from laboratory tests of soil and rock samples obtained from field exploration (if applicable), observations made during site reconnaissance, and historical information to form one or more models of the expected subsurface conditions beneath the site. Local geology and alterations of the site surface and subsurface by previous and proposed construction are also important considerations. Geotechnical engineers apply their engineering training, experience, and judgment to adapt the requirements of the prospective project to the subsurface model(s). Estimates are made of the subsurface conditions that will likely be exposed during construction as well as the expected performance of foundations and other structures being planned and/or affected by construction activities.

The culmination of these geotechnical-engineering services is typically a geotechnical-engineering report providing the data obtained, a discussion of the subsurface model(s), the engineering and geologic engineering assessments and analyses made, and the recommendations developed to satisfy the given requirements of the project. These reports may be titled investigations, explorations, studies, assessments, or evaluations.

Regardless of the title used, the geotechnical-engineering report is an engineering interpretation of the subsurface conditions within the context of the project and does not represent a close examination, systematic inquiry, or thorough investigation of all site and subsurface conditions.

Geotechnical-Engineering Services are Performed
for Specific Purposes, Persons, and Projects,
and At Specific Times
Geotechnical engineers structure their services to meet the specific needs, goals, and risk management preferences of their clients. A geotechnical-engineering study conducted for a given civil engineer will not likely meet the needs of a civil-works constructor or even a different civil engineer. Because each geotechnical-engineering study is unique, each geotechnical-engineering report is unique, prepared solely for the client.

Likewise, geotechnical-engineering services are performed for a specific project and purpose. For example, it is unlikely that a geotechnicalengineering study for a refrigerated warehouse will be the same as one prepared for a parking garage; and a few borings drilled during a preliminary study to evaluate site feasibility will not be adequate to develop geotechnical design recommendations for the project.

Do not rely on this report if your geotechnical engineer prepared it:
• for a different client;
• for a different project or purpose;
• for a different site (that may or may not include all or a portion of the original site); or
• before important events occurred at the site or adjacent to it; e.g., man-made events like construction or environmental remediation, or natural events like floods, droughts, earthquakes, or groundwater fluctuations.

Note, too, the reliability of a geotechnical-engineering report can be affected by the passage of time, because of factors like changed subsurface conditions; new or modified codes, standards, or regulations; or new techniques or tools. If you are the least bit uncertain about the continued reliability of this report, contact your geotechnical engineer before applying the recommendations in it. A minor amount of additional testing or analysis after the passage of time – if any is required at all – could prevent major problems.

Read this Report in Full
Costly problems have occurred because those relying on a geotechnicalengineering report did not read the report in its entirety. Do not rely on an executive summary. Do not read selective elements only. Read and refer to the report in full.

You Need to Inform Your Geotechnical Engineer
About Change
Your geotechnical engineer considered unique, project-specific factors when developing the scope of study behind this report and developing the confirmation-dependent recommendations the report conveys.

Typical changes that could erode the reliability of this report include those that affect:
• the site’s size or shape;
• the elevation, configuration, location, orientation,
function or weight of the proposed structure and
the desired performance criteria;
• the composition of the design team; or
• project ownership.

As a general rule, always inform your geotechnical engineer of project or site changes – even minor ones – and request an assessment of their impact. The geotechnical engineer who prepared this report cannot accept ATTACHMENT 3
responsibility or liability for problems that arise because the geotechnical engineer was not informed about developments the engineer otherwise would have considered.

Most of the “Findings” Related in This Report
Are Professional Opinions
Before construction begins, geotechnical engineers explore a site’s subsurface using various sampling and testing procedures. Geotechnical engineers can observe actual subsurface conditions only at those specific locations where sampling and testing is performed. The data derived from that sampling and testing were reviewed by your geotechnical engineer, who then applied professional judgement to form opinions about subsurface conditions throughout the site. Actual sitewide-subsurface conditions may differ – maybe significantly – from those indicated in this report. Confront that risk by retaining your geotechnical engineer to serve on the design team through project completion to obtain informed guidance quickly, whenever needed.

This Report’s Recommendations Are
Confirmation-Dependent
The recommendations included in this report – including any options or alternatives – are confirmation-dependent. In other words, they are not final, because the geotechnical engineer who developed them relied heavily on judgement and opinion to do so. Your geotechnical engineer can finalize the recommendations only after observing actual subsurface conditions exposed during construction. If through observation your geotechnical engineer confirms that the conditions assumed to exist actually do exist, the recommendations can be relied upon, assuming no other changes have occurred. The geotechnical engineer who prepared this report cannot assume responsibility or liability for confirmation-dependent recommendations if you fail to retain that engineer to perform construction observation.

This Report Could Be Misinterpreted
Other design professionals’ misinterpretation of geotechnicalengineering reports has resulted in costly problems. Confront that risk by having your geotechnical engineer serve as a continuing member of the design team, to:
• confer with other design-team members;
• help develop specifications;
• review pertinent elements of other design professionals’ plans and specifications; and
• be available whenever geotechnical-engineering guidance is needed.

You should also confront the risk of constructors misinterpreting this report. Do so by retaining your geotechnical engineer to participate in prebid and preconstruction conferences and to perform constructionphase observations.

Give Constructors a Complete Report and Guidance
Some owners and design professionals mistakenly believe they can shift unanticipated-subsurface-conditions liability to constructors by limiting the information they provide for bid preparation. To help prevent the costly, contentious problems this practice has caused, include the complete geotechnical-engineering report, along with any attachments or appendices, with your contract documents, but be certain to note conspicuously that you’ve included the material for information purposes only. To avoid misunderstanding, you may also want to note that “informational purposes” means constructors have no right to rely on the interpretations, opinions, conclusions, or recommendations in the report. Be certain that constructors know they may learn about specific project requirements, including options selected from the report, only from the design drawings and specifications. Remind constructors that they may perform their own studies if they want to, and be sure to allow enough time to permit them to do so. Only then might you be in a position to give constructors the information available to you, while requiring them to at least share some of the financial responsibilities stemming from unanticipated conditions. Conducting prebid and preconstruction conferences can also be valuable in this respect.

Read Responsibility Provisions Closely
Some client representatives, design professionals, and constructors do not realize that geotechnical engineering is far less exact than other engineering disciplines. This happens in part because soil and rock on project sites are typically heterogeneous and not manufactured materials with well-defined engineering properties like steel and concrete. That lack of understanding has nurtured unrealistic expectations that have resulted in disappointments, delays, cost overruns, claims, and disputes.

To confront that risk, geotechnical engineers commonly include explanatory provisions in their reports. Sometimes labeled “limitations,” many of these provisions indicate where geotechnical engineers’ responsibilities begin and end, to help others recognize their own responsibilities and risks. Read these provisions closely. Ask questions.

Your geotechnical engineer should respond fully and frankly.

Geoenvironmental Concerns Are Not Covered
The personnel, equipment, and techniques used to perform an environmental study – e.g., a “phase-one” or “phase-two” environmental site assessment – differ significantly from those used to perform a geotechnical-engineering study. For that reason, a geotechnical-engineering report does not usually provide environmental findings, conclusions, or recommendations; e.g., about the likelihood of encountering underground storage tanks or regulated contaminants. Unanticipated subsurface environmental problems have led to project failures. If you have not obtained your own environmental information about the project site, ask your geotechnical consultant for a recommendation on how to find environmental risk-management guidance.

Obtain Professional Assistance to Deal with
Moisture Infiltration and Mold
While your geotechnical engineer may have addressed groundwater, water infiltration, or similar issues in this report, the engineer’s services were not designed, conducted, or intended to prevent migration of moisture – including water vapor – from the soil through building slabs and walls and into the building interior, where it can cause mold growth and material-performance deficiencies.

Accordingly, proper implementation of the geotechnical engineer’s recommendations will not of itself be sufficient to prevent moisture infiltration. Confront the risk of moisture infiltration by including building-envelope or mold specialists on the design team.

Geotechnical engineers are not building-envelope or mold specialists.

Copyright 2019 by Geoprofessional Business Association (GBA). Duplication, reproduction, or copying of this document, in whole or in part, by any means whatsoever, is strictly prohibited, except with GBA’s specific written permission. Excerpting, quoting, or otherwise extracting wording from this document is permitted only with the express written permission of GBA, and only for purposes of scholarly research or book review. Only members of GBA may use this document or its wording as a complement to or as an element of a report of any kind.

Any other firm, individual, or other entity that so uses this document without being a GBA member could be committing negligent or intentional (fraudulent) misrepresentation.

Telephone: 301/565-2733
e-mail: [email protected] www.geoprofessional.org ATTACHMENT 3
Request For Proposals
Progressive Design-Build Services - Sidestream Treatment and UV Rehabilitation

ATTACHMENT B DRAFT SCOPE OF PDB SERVICES
ATTACHMENT 3
Request For Proposals
Progressive Design-Build Services - Sidestream Treatment and UV Rehabilitation B-1

DRAFT SCOPE OF PDB SERVICES
I. PRECONSTRUCTION PHASE SERVICES
Generally, the Preconstruction Phase Services consist of those tasks necessary for the PDB Team to develop the Project design to approximately 60 percent completion and develop a Guaranteed Maximum Price (GMP) and associated Baseline Construction Phase Project Schedule. These services also include project management activities and specific tasks for the development of certain Management Plans necessary to advance the Project through the Preconstruction and Construction Phases.

Management Activities:

1. Participate in one Project kick-off meeting for the Preconstruction Phase Services at City location.

2. Participate in monthly progress meetings on-site or at the office location provided by the City.

3. Participate in up to 12 additional meetings or workshops with the City and/or others as needed.

4. Establish and maintain monthly Project Schedule for the Preconstruction Phase Services.

5. Develop and maintain a work management and file management system compatible with the City systems.

6. Prepare and submit monthly progress reports with descriptions of the work completed in the last monthly period in a format acceptable to the City. At a minimum, monthly progress reports shall include:
a. Cost of the work during the Preconstruction Phase including hourly labor charges and direct costs incurred during the period, by task, by staff person. b. A summary of accomplishments, progress on deliverables, meetings, etc., by task. c. A summary of anticipated activities for the following monthly period by task. d. Identification of any current or anticipated challenges regarding the execution of the Preconstruction Phase work.
e. Any additional information as required by City funding agencies (as applicable).

7. Participate in project partnering workshops (if applicable).

ATTACHMENT 3
Request For Proposals
Progressive Design-Build Services - Sidestream Treatment and UV Rehabilitation B-2
Design Development:

1. In general, develop the design of the Project, including all design drawings, specifications, and all other necessary design-related work products from the Basis of Design level of completion up to and including 60 percent completion of the final design, plans and specifications to facilitate the development of the GMP.

2. Consult with, advise, and provide recommendations to the City on planning, design, and proposed construction of the Project. During design progression, provide ongoing constructability review and input, as well as information on material availability, recommendations on equipment and/or packaging to advance construction, and independent quantity calculations to verify quantities specified by Design Engineer.

Services under this task shall be provided beginning with the development of the Basis of Design Report (BODR) and up to and including 60 percent completion of the final design, plans and specifications.

3. Participate in biweekly update meetings with the City, third-party construction management firm, and/or others as needed.

4. At the 30 percent and 60 percent design completion milestones, attend up to three (3) design review workshops for each design completion milestone (30 percent and 60 percent) with attendees including the Project Manager, Lead Estimator, Lead Scheduler, Superintendent, and any other necessary personnel to address key design and constructability issues, e.g., interface issues, temporary construction activities, packaging, site conditions, construction impact reduction strategies, cost, schedule, stating, etc.

5. Provide draft and final versions of written value engineering recommendations at the 30 percent and 60 percent design completion milestones.

6. Support and attend up to four (4) value engineering focused workshops at the 30 percent and 60 percent design completion milestones.

7. At the 60 percent design completion milestone, prepare and provide a list of additional details that would be needed to complete the Project in the allotted time or to accelerate aspects of the Construction Phase work.

8. Identify, evaluate, and recommend elements of the Project that may require less than 100 percent design completion.

9. Provide review of site investigation studies and work products (prepared by others) and provide any written comments as necessary to City regarding potential constructability impacts. In addition, identify additional investigation studies required.

10. Provide support and input to City regarding operations and maintenance (O&M) and repair and replacement (R&R) preliminary plan development.

ATTACHMENT 3
Request For Proposals
Progressive Design-Build Services - Sidestream Treatment and UV Rehabilitation B-3
Project Schedules:

1. Based on the Baseline Preconstruction Phase Schedule provided under Section (V) (A) (4) of this RFP, prepare the Preconstruction Phase Project Schedule.

2. Develop and provide a draft structure/format for City review that will serve as the basis of the Baseline Construction Phase Project Schedule.

3. Develop a preliminary draft of a work Breakdown Structure (WBS) for City review that will be used to inform the ongoing development of the Baseline Construction Phase Project Schedule as well as the GMP Cost Model. The WBS shall provide a clear description of each work package and deliverable included in the Construction Phase work. Revise the WBS to address comments received from City and resubmit for City approval.

4. Develop the Baseline Construction Phase Project Schedule at the 30 percent final design completion milestone for the Construction Phase work.

5. Develop the Baseline Construction Phase Project Schedule in coordination with the GMP proposal for City review and consideration.

Procurement and GMP Development:

1. Identify the portions of the Construction Phase work that PDB Team intends to self-perform and the portions that it intends to award to Subcontractors and explain the rationale for the proposed approach. Identify which work PDB Team intends to procure through value-based competitive selections, in lieu of low-bid selection, and explain the rationale. Revise the proposed approach to address comments received from City and resubmit for City approval.

2. Provide recommendations to the City regarding the division of the Construction Phase work to facilitate bids and proposals for the major elements of the Construction Phase work.

3. Support the City in the pre-selection of certain Project equipment.

4. Identify long-lead equipment procurement needs with respect to equipment availability considerations and mitigation strategies to address supply chain issues as applicable.

5. Develop and provide a draft Subcontractor Procurement Plans for Construction Phase work for City approval in accordance with the Agreement, outlining the process to be implemented for value-based and/or low-bid selection of Subcontractors, equipment, and materials and including the PDB Team's DBE Participation Plan. Provide recommendations and commitments regarding DBE goals for the Construction Phase.

6. Conduct a meeting to discuss City review comments on draft Subcontractor Procurement Plan.

ATTACHMENT 3
Request For Proposals
Progressive Design-Build Services - Sidestream Treatment and UV Rehabilitation B-4

7. Revise draft Subcontractor Procurement Plan in response to City review comments and submit for City approval.

8. Prepare and provide a draft GMP Cost Model for City review and approval that will be used to manage the Open Book Basis GMP development process. The draft GMP Cost Model may be furnished in the PDB Team's preferred structure, however it must include, at a minimum, the following elements and/or functionality:
a. A complete representation of all Construction Phase work, broken down into a manageable hierarchy of organization:
i. The ability to provide reporting from a number of perspectives, (e.g., construction package, project type, funding source, contracts, vendors, etc.).
ii. Inclusion of linkages to all documentation utilized during the PDB Team's implementation of the procurement process, (e.g., subcontractor and supplier procurement documents, quotes/bids/proposals received, etc.). iii. Identification of all contingency assumptions.
iv. Identification of all GMP Cost Model assumptions.

9. Conduct a workshop to present and discuss draft GMP Cost Model with City.

10. Revise draft GMP Cost Model based on City review and provide final GMP Cost Model for City approval.

11. Utilizing the GMP Cost Model, prepare and submit detailed, updated cost estimates on an Open Book Basis as the design is advanced to the 30 percent and 60 percent levels of design completion. The 30 percent and 60 percent GMP Cost Model updates shall be accompanied by a summary level log of changes from the prior submission, and a narrative describing the nature and rationale for the cost changes.

12. PDB Team shall conduct a workshop at the 30 percent and 60 percent levels of design completion to discuss the GMP Cost Model updates with City.

13. Revised 30 percent and 60 percent GMP Cost Models based on City reviews and workshop outcomes and provide final 30 percent and 60 percent GMP Cost Models for City approval.

14. Maintain, update, and provide a summary version of the GMP Cost Model on a monthly basis.

15. At the 60 percent level of design completion (or at such other time as agreed to with the City), prepare and provide a draft version to the City of a complete, detailed, written GMP Proposal which includes the following elements:
a. Construction Phase Submittal List that identifies all services and products related to the Construction Phase work and included in the GMP.

ATTACHMENT 3
Request For Proposals
Progressive Design-Build Services - Sidestream Treatment and UV Rehabilitation B-5
b. GMP Cost Model.
c. Baseline Construction Phase Project Schedule.
d. Projected cash flow schedule.
e. Links, references, or inclusion of 60 percent design drawings and specifications prepared by Design Engineer.
f. Descriptions, justifications, and calculations for all stand-alone or embedded cost contingencies included in the GMP, whether controlled by PDB Team or City. g. Identification of any assumptions, limitations, or conditions associated with the draft version of the GMP Proposal.

16. Conduct a workshop to discuss City comments on draft GMP Proposal.

17. Revise GMP Proposal in accordance with City review and submit final GMP Proposal for City consideration.

Management Plans:

1. Prepare and provide for City review a draft version of a Construction Management Plan for the Construction Phase work that, at a minimum, addresses the following items:
a. Project organization and communication;
b. Health, safety, and emergency response procedures;
c. Risk Management;
d. QA/QC management;
e. Site management;
f. Construction Phase work communication, scheduling, and sequencing approach; g. Construction noise management;
h. Storm water pollution prevention; and
i. Cost control.

2. Based on City review comments, prepare and provide a final version of the Construction Management Plan.

3. Prepare, implement, and maintain a Risk Management Plan for the Construction Phase work in coordination and alignment with City's risk management structure. The Risk Management Plan shall include:
a. A risk registry identifying specific Construction Phase risks (as applicable), their estimated probability of occurrence, the estimated magnitude of impact on cost and schedule, and the party responsible for the management of that risk; and ATTACHMENT 3
Request For Proposals
Progressive Design-Build Services - Sidestream Treatment and UV Rehabilitation B-6
b. A discussion of the potential mitigation measures for each risk identified in the risk registry.

4. Participate in quarterly program-wide risk management workshops to present updates to Construction Phase risk management approach for incorporation into the program-wide risk management methodology.

5. Prepare a draft Project Commissioning Plan that describes in detail the process that will be implemented and the deliverables that will be provided in order to commission, test, and start up the Project. At a minimum, the draft Project Commissioning Plan shall include:
a. A description of the overall plan to commission, test, and start up the Project, including identification of roles and responsibilities of the PDB Team, City, and others.
b. A description and outline of the testing process the Project Company will implement to demonstrate performance of individual components of the Project. c. A description and outline of the Project acceptance testing process and plan.

6. Conduct a workshop with the City to discuss draft Project Commissioning Plan.

7. Provide support to the City as required to incorporate comments based on City review of draft Project Commissioning Plan to facilitate submittal of final version for City approval.

II. CONSTRUCTION PHASE WORK
Note to Proposers: The Scope of Services for the Construction Phase Work will be developed during the Preconstruction Phase for inclusion in the Construction Phase Work amendment to the Agreement. The services described below are for illustrative purposes only.

1. Management Activities:
a. Participate in Project kick-off meeting(s) for the Construction Phase work. b. Participate in weekly construction meetings.
c. Conduct meetings with all the contractors and subcontractors performing major elements of the Construction Phase work prior to the start of their activities. d. Attend monthly meetings with the Design Engineer and City staff and provide written monthly progress report and updated schedule.
e. Coordinate and manage the Construction Phase work that includes all required appurtenances, necessary site improvements, and all other work required to make a complete and operable system within the GMP and the allowable contract time.

ATTACHMENT 3
Request For Proposals
Progressive Design-Build Services - Sidestream Treatment and UV Rehabilitation B-7
f. Maintain and update the Construction Phase Project Schedule on a monthly basis, and prepare three-week look ahead work schedules consistent with overall schedule.
g. In coordination with City's risk management approach and provide updates to the Construction Phase work risk registry on a monthly basis, and participate in quarterly risk management meetings.
h. Coordinate with Governmental Entities, as necessary and in compliance with the approved Permitting Plan.
i. Monitor and maintain quality controls over Shop Drawings, equipment and materials, implementation, and Construction Phase work. j. Provide and maintain the Construction Phase Bonds.
k. Comply with the City's insurance program during Construction Phase as required by the Contract Documents.
l. Implement the construction site safety and emergency response plans to provide a safe working site for the Project.
m. Establish and implement procedures to track, expedite and process all Submittals, Change Orders, and requests for information.
n. Review and process all pay applications from Subcontractors. o. Implement and maintain accounting, reporting, and payment systems to comply with City and funding agency requirements (as required and necessary). p. Conduct monthly progress meetings with the on-site trade forepersons or superintendents.
q. Maintain current hard copies of Project as-built drawings, including all subcontracted work, and submit monthly in hard copy, PDF, and electronic format.

2. Procurement Activities:
a. Prepare the bids/proposals packages for the elements of the Construction Phase work incorporating applicable requirements of the Contract Documents in accordance with the approved Subcontract Procurement Plan. b. Develop and submit recommendations for City consideration and approval concerning the awarding of subcontracts with respect to Changes in the work. c. Manage all procurement of materials and equipment.
d. Manage all procurement and construction-related Subcontracts while meeting the City's requirements for procurement of Subcontractor and Supplier bids or proposals. This effort includes inspecting the Construction Phase work performed ATTACHMENT 3
Request For Proposals
Progressive Design-Build Services - Sidestream Treatment and UV Rehabilitation B-8
by subcontractors to ensure conformance with the Contract Documents and Good Faith Efforts.

3. Operations and Maintenance Support Activities:
a. In general, consult with, advise, and provide recommendations to the City regarding the development of the operations and maintenance approach for the Project, including repair and replacement methodology.

ATTACHMENT 3
Request For Proposals
Progressive Design-Build Services - Sidestream Treatment and UV Rehabilitation

ATTACHMENT C DRAFT PDB AGREEMENT
ATTACHMENT 3

AGREEMENT FOR SERVICES

PROGRESSIVE DESIGN-BUILD
FOR WQCF AMMONIA SIDESTREAM TREATMENT CIP 25005 & ULTRA-VIOLET DISINFECTION SYSTEM REHABILITATION CIP 25004 PROJECT
THIS AGREEMENT (“AGREEMENT”) is made and entered into this _______ day of__________, ___________, by and between the CITY OF MANTECA, a municipal corporation of the State of California (hereinafter referred to as "CITY"), and Design Build Firm

MAILING ADDRESS CITY STATE ZIP
a ____________________ (State of inception) ________________ (business structure) STATE LICENSE CLASSIFICATION & NUMBER (if required)
hereinafter referred to as “DB Firm”.

WITNESSETH:

A. WHEREAS, CITY desires to enter into this AGREEMENT for services for the Progressive Design Build delivery of the Ammonia Sidestream Treatment (CIP 25005) and UltraViolet (UV) Disinfection System Rehabilitation (CIP 25004) Project (collectively “Project”).

B. WHEREAS, CITY desires to retain DB Firm to provide these services by reason of its qualifications, applicable license(s), and experience for performing such services, and DB Firm has offered to provide the required services on the terms and in the manner set forth herein.

C. WHEREAS, in March 2022, the CITY completed a capacity assessment study for the Manteca Wastewater Quality Control Facility (WQCF) (the “Site” or “Job Site”), which identified 10 interim improvement projects needed to improve the WQCF treatment process, and among them was the Ammonia Sidestream Treatment; and
D. WHEREAS, in March 2024, the CITY adopted the 2024 Wastewater Master Plan which identified additional interim improvement projects to improve the WQCF treatment process and among them is the Ultra-Violet Disinfection System Rehabilitation; and E. WHEREAS, on August 6, 2024, the CITY entered into an Agreement (“C2024- 120”) for Professional Services with Carollo Engineers, Inc. (“Carollo”) for the preparation of a predesign report (PDR) as a basis of design for the Ammonia Sidestream Treatment (CIP 25005) and Ultra-Violet (UV) Disinfection System Rehabilitation (CIP 25004) Project to ensure continued permit and regulatory compliance; and
ATTACHMENT 3
Agreement for Services
2 F. WHEREAS, the completed PDR recommended the following:
• Sidestream treatment facilities for treatment of centrate by the Anita Mox DeAmmonification process • New UV disinfection structure with Trojan UVSigna 2-Row system • New electrical building for UV system
• Yard piping, paving and grading, and other site civil improvements as needed; and G. WHEREAS, staff explored a variety of alternative delivery methods beyond the standard Design-Bid-Build to try and accelerate the project delivery schedule to continue to meet current treatment requirements, staff concluded that the Progressive Design-Build (PDB) delivery method allows for the best balance for control of scope, fee, and schedule; and H. WHEREAS, Chapter 4.7 Section 22185 of the Public Contract Code allows local agencies to utilize design-build contracting for up to 10 public works projects in excess of $5,000,000 for each project; and
I. WHEREAS, the Progressive Design-Build delivery method will allow these critical plant capacity projects to be completed most expeditiously and allow for the ordering of long lead items and starting phases of construction as early as Summer 2025; and J. WHEREAS, on April 15, 2025, the Manteca CITY Council adopted a resolution approving Amendment No. 1 to the Agreement (“C2024-120-A1”) for Professional Services with Carollo to serve as the CITY’S Agent in moving forward with delivering the projects via a PDB method; and
K. WHEREAS, CITY anticipates that the Project will be completed no later than __earlier the better______; and
L. WHEREAS, CITY determined that its goals for the Project would be best-served by using a process whereby CITY and DB Firm will collaboratively implement the Project through Progressive Design-Build project delivery method, during which DB Firm will deliver the Project in two phases; and
M. WHEREAS, in phase 1 (“Pre-Construction Phase”), the DB Firm shall prepare approximately 75% Plans Specifications and Estimates (“PS&E”) in sufficient detail to obtain subcontractor bids via a competitive bidding process to ultimately negotiate a Guaranteed Maximum Price (“GMP”) for the phase 2 (“Construction Phase”) with the CITY; and N. WHEREAS, if CITY and DB Firm cannot agree to a GMP, the DB Firm shall prepare a PS&E bid set for a Design-Bid-Build Project delivery; and NOW, THEREFORE, in consideration of their mutual covenants, the parties hereto agree as follows:

AGREEMENT

1. SCOPE OF SERVICES:

A. DB Firm shall do all work, attend all meetings, produce all reports and carry out all activities necessary to complete the services for the Project attached here to as EXHIBIT “A” ATTACHMENT 3
Agreement for Services
3 and incorporated by reference as if fully set forth herein. This AGREEMENT and its exhibits shall be known as the “AGREEMENT DOCUMENTS”. Terms set forth in any AGREEMENT DOCUMENT shall be deemed to be incorporated in all AGREEMENT DOCUMENTS as if set forth in full herein. In the event of conflict between terms contained in these AGREEMENT DOCUMENTS, the more specific term shall govern. If any portion of the AGREEMENT DOCUMENTS is in conflict with any other portion or provisions contained in the AGREEMENT, the AGREEMENT shall govern over the conflicting provisions contained in the exhibits to the AGREEMENT. To eliminate doubt, in the case of conflict between DB Firm's proposal or DB Firm's attachments and the CITY’S AGREEMENT and attachments, the CITY’S AGREEMENT and attachments shall take precedence over DB Firm's proposal and attachments.

B. DB Firm enters into this AGREEMENT as an independent contractor and not as an employee of the CITY. The DB Firm shall have no power or authority by this AGREEMENT to bind the CITY in any respect. Nothing in this AGREEMENT shall be construed to be inconsistent with this relationship or status. All employees, agents, contractors or subcontractors hired or retained by the DB Firm are employees, agents, contractors or subcontractors of the DB Firm and not of the CITY. The CITY shall not be obligated in any way to pay any wage claims or other claims made against DB Firm by any such employees, agents, contractors or subcontractors, or any other person resulting from performance of this AGREEMENT.

C. The DB Firm agrees it has satisfied itself by its own investigation and research regarding the conditions affecting the work to be done, labor and materials needed, and that its decision to execute this AGREEMENT is based on such independent investigation and research.

D. Pre-Construction Phase:

DB Firm shall perform the services of design, pricing, and other services for the Project based on the Pre-Construction Phase Scope of Services as set forth in EXHIBIT A, attached hereto and incorporated herein (the “Pre-Construction Phase Scope of Services”). DB Firm shall perform such services to the level of completion required for DB Firm and CITY to establish the GMP for the Construction Phase, as set forth below. The Pre-Construction Phase Services shall commence within ten (10) working days of DB Firm’s receipt of CITY’S Notice to Proceed unless the parties mutually agree otherwise in writing. DB Firm shall schedule workshops with the CITY at completion of 50% and 75% design, corresponding decision logs, and release of purchase for long lead items.

Upon completion of the Pre-Construction Phase Services, the DB Firm shall submit a proposal to CITY for the completion of the Construction Phase of the Project. Construction Phase services shall consist of the completion of design services for the Project, the procurement of all materials and equipment for the Project, the performance of construction services for the Project, and the start-up, testing, and commissioning of the Project. The DB Firm’s Construction Phase Services and Pre-Construction Phase Services shall collectively be referred to herein as the “WORK”. The GMP shall be developed during the Pre-Construction Phase on an open-book bid basis. All cost estimates for GMP development shall be disclosed to the CITY during the PreConstruction Phase for negotiation.

The GMP Proposal shall include the following unless the parties mutually agree otherwise:
• The cost for development of PS&E bid-set.
• The proposed GMP.

ATTACHMENT 3
Agreement for Services
4 • A list of the assumptions and clarifications made by DB Firm in the preparation of the Proposal, which list is intended to supplement the information contained in the drawings and specifications.
• All mark-ups including but not limited to all overhead, profit, labor, materials, equipment, supplies, all taxes sales, consumer, use, employment-related and other taxes mandated by applicable Laws and Regulations or that result from the performance of the WORK.
• The Scheduled Substantial Completion Date upon which the GMP is based, and a schedule upon which the Substantial Completion Date is based and a Project Schedule for the WORK.
• If applicable, a list of Allowance Items, Allowance Values, and a statement of their basis.
• If applicable, a schedule of alternate prices.
• If applicable, a schedule of unit prices.
• If applicable, a statement of Additional Services which may be performed but which are not included in the proposed GMP, and which, if performed, shall be the basis for a change in compensation and/or schedule.
• The time limit for acceptance of the proposed GMP, which shall not be less than one hundred twenty (60) days from the date of delivery of the proposed GMP. • A permit list detailing any permits and/or regulatory approvals and the party responsible for acquiring such permit, if any.

After submission of the GMP Proposal, DB Firm and CITY shall meet to discuss and review the proposal. CITY, shall give written notice to DB Firm of any comments, inconsistencies, or inaccuracies in the information presented. If appropriate, DB Firm shall, upon receipt of CITY’S notice, make appropriate adjustments to the GMP.

Upon mutual written AGREEMENT, the GMP Proposal shall establish the basis for an amendment to this AGREEMENT, for the Construction Phase. Under no circumstances shall the DB Firm proceed with any Construction Phase WORK unless the GMP Proposal has been accepted in writing by the CITY.

If CITY rejects the GMP Proposal, or fails to notify DB Firm in writing on or before the date specified, the proposal shall be deemed withdrawn. In such event, either party may terminate this AGREEMENT subject to section 4.

E. Construction Phase:

DB Firm shall commence with the Construction Phase upon receipt of the Notice to Proceed and will perform the WORK in accordance with the GENERAL CONDITIONS (EXHIBIT “D”) and AGREEMENT DOCUMENTS.

ATTACHMENT 3
Agreement for Services
5 DB Firm shall substantially complete the WORK no later than the date set forth in the GMP Proposal (“Scheduled Substantial Completion Date”), subject to adjustment in accordance with the GENERAL CONDITIONS (EXHIBIT “D”).

DB Firm shall achieve Final Completion no later than ninety (90) days from Substantial Completion (“Scheduled Final Completion Date”), subject to adjustment in accordance with the GENERAL CONDITIONS (EXHIBIT “D”).

It is hereby understood and agreed that it is and will be difficult and/or impossible to ascertain and determine the actual damage that CITY will sustain in the event of and by reason of DB Firm's delay; therefore, DB Firm agrees that it shall pay to CITY the sum of TEN THOUSAND DOLLARS ($10,000) per day as liquidated damages for the period of time that any portion of the WORK remains unfinished after the time fixed for an interim milestone and/or Substantial Completion.

It is hereby understood and agreed that this amount is not a penalty, but is a reasonable estimate of the damages that CITY will incur. In the event any portion of the liquidated damages is not paid to CITY, CITY may deduct that amount from any money due or that may become due the DB Firm under this AGREEMENT, CITY may seek recovery of Liquidated Damages from the DB Firm’s Performance Bond Surety and/or CITY may seek recovery of Liquidated Damages from the DB Firm or the Performance Bond Surety without having exhausted remedies against the other.

2. TERM OF AGREEMENT
A. The services of DB Firm are to commence upon execution of this AGREEMENT and shall be completed and this AGREEMENT terminated on ______, unless otherwise extended in writing by the mutual AGREEMENT of both parties.

B. The CITY Manager, or their designee may, by written instrument signed by the Parties, extend the duration of this AGREEMENT in the manner provided in Section 5, provided that the extension does not require the payment of compensation in excess of the maximum compensation set forth in Section 3, Compensation.

3. COMPENSATION:

A. The DB Firm shall be paid in accordance with the attached Fee Schedule in EXHIBIT “B”. DB Firm charges separately for certain costs incurred in the representation, as well as for any disbursements to third parties made on CITY’S behalf. Such costs and disbursements include, for example, the following: mileage (at the IRS rate in effect at the time the travel occurs), overnight delivery and messenger services. DB Firm shall be reimbursed for expenses related to travel, for example (flights, hotels, meals). However, DB Firm shall not make travel arrangements or incur costs on behalf of CITY without prior written authorization to incur said expenses and in no event shall total compensation under this AGREEMENT exceed _____________ ($______) without CITY’S prior written approval.

B. Said amount shall be paid upon submittal of monthly billings showing completion of the tasks that month. DB Firm shall furnish CITY with invoices for all expenses as well as for ATTACHMENT 3
Agreement for Services
6 all materials authorized by this AGREEMENT. The invoices shall be submitted with the monthly billings.

C. If the WORK is temporarily suspended at the request of the CITY, compensation shall be based upon the portion of WORK completed as of the date of the suspension, subject to Section 4.

D. Compensation for Construction Phase Services.

CITY shall pay DB Firm, in accordance with the GENERAL CONDITIONS (EXHIBIT “D”), a GMP for the WORK. The GMP shall be established by the GMP Proposal and is subject to adjustments made in accordance with Article 10, 11, and 12 of the GENERAL CONDITIONS (EXHIBIT “D”).

For WORK performed after the Effective Date of the Construction Phase, CITY shall make progress payments after CITY’S receipt of each properly submitted and accurate Application for Payment submitted in accordance with Section 14.02 of the GENERAL CONDITIONS (EXHIBIT “D”). All such payments will be measured by the Progress Payment Schedule, pursuant to Paragraph 14.01 of the GENERAL CONDITIONS (EXHIBIT “D”), and shall reflect the total of payments previously made and amounts properly withheld as retainage, as set forth below, and under the Article 14 of the GENERAL CONDITIONS (EXHIBIT “D”). WORK completed as estimated shall be an estimate only and no inaccuracy or error in said estimate shall release DB Firm or any Surety from such WORK or from enforcing each and every provision of the AGREEMENT DOCUMENTS.

Progress payments will be in an amount equal to ninety five percent (95%) of WORK completed. The remaining five percent (5%) of such amounts shall be held as the Retention.

Each Progress Payment shall be conditioned upon DB Firm providing to CITY with the corresponding Application for Payment a conditional waiver and release of claims for payment upon payment from the DB Firm and each of its subcontractors and materials suppliers that have contracts with DB Firm that exceed $250,000 in the form required by Civil Code Section 8132, covering all sums requested in such Application for Payment, and an unconditional waiver and release of claims for payment from each party, in the form required by Civil Code Section 8132, covering sums disbursed pursuant to the most recently preceding Application for Payment.

Failure to provide either a condition waiver and release, or unconditional waiver and release shall result in the subject sums being in dispute, and thus withheld from payment.

After DB Firm has, in the opinion of CITY, satisfactorily completed all corrections identified during the final inspection and has delivered, in accordance with the AGREEMENT DOCUMENTS, all maintenance and operating instructions, schedules, guarantees, bonds, certificates or other evidence of insurance certificates of inspection, marked up record documents, and other documents, DB Firm may make application for final payment following the procedure for progress payments and in accordance with Section 14.07 of the GENERAL CONDITIONS (EXHIBIT “D”).

It is the policy of the CITY that payment for all goods and services shall be made in a timely manner. The time at which payment shall be due from CITY shall be thirty (30) days from receipt of a proper invoice (i.e., Application for Payment) and acceptance of services.

ATTACHMENT 3
Agreement for Services
7 4. TERMINATION:

A. This AGREEMENT may be terminated by either party, provided that the other party is given not less than thirty (30) calendar days’ written notice (delivered by registered mail) of intent to terminate.

B. The CITY may temporarily suspend this AGREEMENT, at no additional cost to CITY, provided that the DB Firm is given written notice (delivered by certified mail, return receipt requested) of temporary suspension. If CITY gives such notice of temporary suspension, DB Firm shall immediately suspend its activities under this AGREEMENT.

C. Notwithstanding any provisions of this AGREEMENT, DB Firm shall not be relieved of liability to the CITY for damages sustained by the CITY by virtue of any breach of this AGREEMENT by DB Firm, and the CITY may withhold any payments due to DB Firm until such time as the exact amount of damages, if any, due the CITY from DB Firm is determined.

D. In the event of termination, the DB Firm shall be compensated as provided for in this AGREEMENT, except as provided in Section 4C. Upon termination, the CITY shall be entitled to all final WORK and draft WORK, including but not limited to, appraisals, inventories, studies, analyses, drawings and data estimates performed to that date in accordance with Section 7 herein.

5. AMENDMENTS, CHANGES OR MODIFICATIONS:

Amendments, changes or modifications in the terms of this AGREEMENT may be made at any time by mutual written AGREEMENT between the parties hereto and shall be signed by the persons authorized to bind the parties hereto.

The AGREEMENT DOCUMENTS may only be amended, modified, or supplemented as provided in Article 10, 11, and 12 of the GENERAL CONDITIONS (EXHIBIT “D”).

6. EXTENSIONS OF TIME:

DB Firm may, for good cause, request extensions of time to perform the services required herein. Such extensions shall be authorized in advance by the CITY in writing and shall be incorporated in written amendments to this AGREEMENT in the manner provided in Section 5.

7. PROPERTY OF CITY:

A. It is mutually agreed that all draft and final materials prepared by the DB Firm under this AGREEMENT shall become the property of the CITY, and the DB Firm shall have no property right therein whatsoever. Immediately upon termination, the CITY shall be entitled to, and the DB Firm shall deliver to the CITY, all data, drawings, specifications, reports, estimates, summaries and other such materials as may have been prepared or accumulated to date by the DB Firm in performing this AGREEMENT which is not DB Firm’s privileged information, as defined by law, or DB Firm’s personnel information, along with all other property belonging exclusively to the CITY which is in the DB Firm’s possession.

B. Additionally, it is agreed that the parties intend this to be an AGREEMENT for WORK, as defined herein, each considers the services, products, and results of the WORK rendered by DB Firm herein to be a WORK made for hire. DB Firm acknowledges and agrees ATTACHMENT 3
Agreement for Services
8 that the WORK (and all rights therein, including, without limitation, copyright) belongs to and shall be the sole and exclusive property of the CITY.

8. COMPLIANCE WITH ALL LAWS:

C. DB Firm shall comply with all applicable laws, ordinances, and codes of federal, state and local governments, and shall commit no trespass on any public or private property in performing any of the WORK authorized by this AGREEMENT. It shall be CITY’S responsibility to obtain all rights of way and easements to enable DB Firm to perform its services herein. DB Firm shall assist CITY in providing the same.

D. DB Firm warrants to the CITY that it is licensed by all applicable governmental bodies to perform this AGREEMENT and will remain so licensed throughout the progress of the WORK, and that it has, and will have, throughout the progress of the WORK, the necessary experience, skill and financial resources to enable it to perform this AGREEMENT.

9. WARRANTIES AND RESPONSIBILITIES - DB FIRM:

A. DB Firm agrees and represents that it is qualified to properly provide the services set forth in EXHIBIT “A” in a manner which is consistent with the generally accepted standards of DB Firm’s profession.

B. DB Firm agrees and represents that the WORK performed under this AGREEMENT shall be in accordance with applicable federal, State and local law in accordance with Section 17A hereof.

C. DB Firm shall designate a project manager who at all times shall represent the DB Firm before the CITY on all matters relating to this AGREEMENT. The project manager shall continue in such capacity unless and until he or she is removed at the request of the CITY, is no longer employed by DB Firm, or is replaced with the written approval of the CITY, which approval shall not be unreasonably withheld.

D. DB Firm shall provide corrective services without charge to the CITY for services which fail to meet the above professional and legal standards and which are reported to DB Firm in writing within sixty (60) days of discovery. Should DB Firm fail or refuse to perform promptly its obligations, the CITY may render or undertake performance thereof and the DB Firm shall be liable for any expenses thereby incurred.

10. SUBCONTRACTING:

None of the services covered by this AGREEMENT shall be subcontracted without the prior written consent of the CITY, which will not be unreasonably withheld. DB Firm shall be fully responsible to the CITY for the negligent acts and omissions of its contractors and subcontractors, and of persons either directly or indirectly employed by them, as it is for the negligent acts and omissions of persons directly employed by DB Firm.

11. ASSIGNABILITY:

DB Firm shall not assign or transfer any interest in this AGREEMENT whether by assignment or novation, without the prior written consent of the CITY. However, claims for money due or to become due to DB Firm from the CITY under this AGREEMENT may be assigned to a ATTACHMENT 3
Agreement for Services
9 financial institution, or to a trustee in bankruptcy, without such approval. Notice of any assignment or transfer whether voluntary or involuntary shall be furnished promptly to the CITY.

12. INTEREST IN AGREEMENT:

DB Firm covenants that neither it, nor any of its employees, agents, contractors, subcontractors has any interest, nor shall they acquire any interest, direct or indirect, in the subject of the AGREEMENT, nor any other interest which would conflict in any manner or degree with the performance of its services hereunder. DB Firm shall make all disclosures required by the CITY’S conflict of interest code in accordance with the category designated by the CITY, unless the CITY Manager determines in writing that DB Firm’s duties are more limited in scope than is warranted by the category designated by the CITY code and that a narrower disclosure category should apply. DB Firm also agrees to make disclosure in compliance with the CITY conflict of interest code if, at any time after the execution of this AGREEMENT, CITY determines and notifies DB Firm in writing that DB Firm’s duties under this AGREEMENT warrant greater disclosure by DB Firm than was originally contemplated. DB Firm shall make disclosures in the time, place and manner set forth in the conflict of interest code and as directed by the CITY.

13. MATERIALS CONFIDENTIAL:

All of the materials prepared or assembled by DB Firm pursuant to performance of this AGREEMENT are confidential and DB Firm agrees that they shall not be made available to any individual or organization without the prior written approval of the CITY, except by court order.

14. LIABILITY OF DB FIRM-NEGLIGENCE:

DB Firm shall be responsible for performing the WORK under this AGREEMENT in a manner which is consistent with the generally-accepted standards of the DB Firm’s profession and shall be liable for its own negligence and the negligent acts of its employees, agents, contractors and subcontractors. The CITY shall have no right of control over the manner in which the WORK is to be done but only as to its outcome, and shall not be charged with the responsibility of preventing risk to DB Firm or its employees, agents, contractors or subcontractors.

15. INDEMNITY AND LITIGATION COSTS:

To the fullest extent permitted by law, DB Firm shall indemnify, defend, and hold harmless the CITY, its officers, officials, agents, and employees against all claims, damages, demands, liability, costs, losses and expenses, including without limitation court costs and reasonable attorneys’ fees, arising from DB Firm's negligent acts or negligent failure to act, errors, omissions or willful misconduct incident to the performance of this AGREEMENT except such loss or damage caused solely by the active negligence, sole negligence, or willful misconduct of the CITY. The provisions of this paragraph shall survive termination or suspension of this AGREEMENT.

16. DB FIRM TO PROVIDE INSURANCE:

A. DB Firm shall not commence any WORK before obtaining, and shall maintain in full force at all times during the duration and performance of this AGREEMENT, the policies of insurance specified in this Section. Such insurance must have the approval of the CITY as to limit, form, and amount, and shall be placed with insurers with a current A.M. Best’s rating of no ATTACHMENT 3
Agreement for Services
10 less than “A” in Class VII (an NR rating is acceptable for Worker’s Compensation insurance written with the State Compensation Insurance Fund of California).

B. Prior to execution of this AGREEMENT and prior to commencement of any WORK, the DB Firm shall furnish the CITY with certificates of insurance and copies of endorsements providing evidence of coverage for all policies required by the AGREEMENT. The DB Firm and its contractors and subcontractors shall, at their expense, maintain in effect at all times during the performance of WORK under the AGREEMENT not less than the following coverage and limits of insurance, which shall be maintained with insurers and under forms of policy satisfactory to the CITY. The maintenance by DB Firm and its contractors and subcontractors of the following coverage and limits of insurance is a material element of this AGREEMENT. The failure of DB Firm or of any of its contractors or subcontractors to maintain or renew coverage or to provide evidence of renewal may be treated by the CITY as a material breach of this AGREEMENT.

Approval of the insurance by the CITY shall not relieve or decrease any liability of DB Firm.

1. Commercial General Liability Insurance.
a. DB Firm shall maintain commercial general liability insurance with coverage at least as broad as Insurance Services Office form CG 00 01 (or equivalent), in an amount not less than twenty million dollars ($20,000,000) per occurrence and forty million dollars ($40,000,000) minimum limit for general aggregate for bodily injury, personal injury, and property damage, including without limitation, blanket contractual liability. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit. DB Firm’s general liability policies shall be primary and shall not seek contribution from the CITY’S coverage, and be endorsed using Insurance Services Office form CG 20 10 (or equivalent) to provide that CITY and its officers, officials, employees, and agents shall be additional insureds under such policies. For construction projects, an endorsement providing completed operations coverage for the additional insured, ISO form CG 20 37 (or equivalent), is also required. b. Any failure to comply with reporting provisions of the policies by DB Firm shall not affect coverage provided the CITY.
c. Coverage shall state that DB Firm insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer’s liability.
d. Coverage shall contain a waiver of subrogation in favor of the CITY.

2. Automobile Liability. If vehicles are brought onto CITY facilities, DB Firm shall maintain automobile liability with limits no less than one million dollars ($1,000,000) minimum limit per accident for bodily injury and property damage.

3. Workers’ Compensation and Employers’ Liability. DB Firm shall maintain Workers’ Compensation Insurance and Employer’s Liability Insurance with limits of at least one million dollars ($1,000,000). DB Firm shall submit to CITY, along with the certificate of insurance, a waiver of subrogation endorsement in favor of CITY, its officers, agents, employees, and volunteers. DB Firm shall sign the Certificate of Compliance with Labor Code 3700 (EXHIBIT “C”).

ATTACHMENT 3
Agreement for Services
11 4. Professional Liability. DB Firm shall maintain professional liability insurance that insures against professional errors and omissions that may be made in performing the Services to be rendered in connection with this AGREEMENT, in the minimum amount of twenty million dollars ($20,000,000) per claim and in the aggregate. Any policy inception date, continuity date, or retroactive date must be before the effective date of this AGREEMENT, and DB Firm agrees to maintain continuous coverage through a period no less than three years after completion of the services required by this AGREEMENT.

5. All Coverages.
a. Each insurance policy required by this AGREEMENT shall be endorsed to state that coverage shall not be suspended, voided, cancelled, or reduced in limits except after thirty (30) days' prior written notice has been given to the CITY. b. All self-insurance, self-insured retentions, and deductibles must be declared and approved by the CITY.
c. Evidence of Insurance - Prior to commencement of WORK, the DB Firm shall furnish to the CITY certificates, additional insured endorsements, and waivers of subrogation evidencing compliance with the insurance requirements above. The DB Firm must agree to provide complete, certified copies of all required insurance policies when requested by the CITY.
d. Acceptability of Insurers - Insurance shall be placed with insurers admitted in the State of California and with an A.M. Best rating of “A” Class VII or higher. e. Subcontractors and DB Firms - A category of risk and the applicable insurance requirements will be determined on a “per subcontractor” or “per DB Firm” basis, considering the particular WORK to be done by the subcontractor or DB Firm and the interrelationship of that WORK to other WORK being conducted by the DB Firm.

6. No other provision of this AGREEMENT or any attachment thereto shall reduce the insurance or indemnity obligations imposed under this Section.

C. In addition to any other remedy the CITY may have, if DB Firm fails to maintain the insurance coverage as required in this Section, the CITY may obtain such insurance coverage that is not being maintained, in the form and amount substantially the same as is required herein, and the CITY may deduct the cost of such insurance from any amounts due or which may become due to DB Firm under this AGREEMENT.

D. No policy required by this AGREEMENT shall be suspended, cancelled, terminated by either party, or reduced in coverage or in limits unless written approval is obtained by DB Firm from the CITY.

E. Any deductibles or self-insured retentions in excess of $10,000 must be declared to, and approved by, the CITY.

F. The requirement as to types, limits, and the CITY’S approval of insurance coverage to be maintained by DB Firm are not intended to, and shall not in any manner, limit or qualify the liabilities and obligations assumed by DB Firm under the AGREEMENT.

ATTACHMENT 3
Agreement for Services
12 17. MISCELLANEOUS PROVISIONS:

A. Compliance with Laws. DB Firm shall keep itself fully informed of, shall observe and comply with, and shall cause any and all persons, firms or corporations employed by it or under its control to observe and comply with, applicable federal, state, county and municipal laws, ordinances, regulations, orders and decrees which in any manner affect those engaged or employed on the WORK described by this AGREEMENT or the materials used or which in any way affect the conduct of the WORK.

B. Unlawful Acts. DB Firm shall not engage in unlawful employment discrimination.

Such unlawful employment discrimination includes, but is not limited to, employment discrimination based upon a person’s race, religious creed, color, national origin, ancestry, physical handicap, medical condition, marital status, gender, citizenship, or sexual orientation.

C. Record Retention. DB Firm shall maintain and make available for inspection by the CITY and its auditors accurate records of all of its costs, disbursements and receipts with respect to any WORK under this AGREEMENT. Such inspections may be made during regular office hours at any time until six (6) months after the final payments under this AGREEMENT are made to the DB Firm.

D. Notice. All notices that are required to be given by one party to the other under this AGREEMENT shall be in writing and shall be deemed to have been given if delivered personally or enclosed in a properly addressed envelope and deposited in a United States Post Office for delivery by registered or certified mail addressed to the parties at the following addresses:

CITY: DB Firm:

Somporn Boonsalat
Deputy Director of Engineering
City of Manteca
1001 W. Center St.

Manteca, CA 95337
Other Party Contact Name
Other Party Contact Title
Other Party Vendor Name
Other Party Address
Other Party Phone Number
Other Party Email
E. Governing Law and Venue. This AGREEMENT shall be interpreted and governed by the laws of the State of California, and any legal action relating to this AGREEMENT shall take place in the Superior Court, County of San Joaquin or the Eastern District of California for any federal litigation.

F. Waiver. Waiver of any breach or default under this AGREEMENT shall not constitute a continuing waiver of a subsequent breach or default of the same or any other provision under this AGREEMENT.

G. Severability. If any provision of this AGREEMENT is held to be invalid, illegal or otherwise unenforceable by a court of competent jurisdiction, the remaining provisions of this AGREEMENT shall continue in full force and effect.

H. Mediation. In the event of any controversy or claim arising out of or relating to this AGREEMENT or the Services provided by DB Firm (each referred to as a “Dispute” and all ATTACHMENT 3
Agreement for Services
13 collectively referred to as the “Disputes”), the parties shall try to resolve all Disputes through good faith, direct discussions involving the representatives of each party who possess the necessary authority to resolve such Dispute. If direct discussions are unsuccessful in resolving a Dispute, the Parties shall endeavor to resolve the matter by mediation through and administered by JAMS or its successor in interest. JAMS shall provide the parties with the name of five (5) qualified mediators. Each party shall have the option to strike two of the five mediators selected by JAMS, and thereafter the mediator remaining shall hear the Dispute. If the Dispute remains unresolved after mediation, either party may commence litigation.

I. Costs and Attorney' Fees. If either party commences any legal action against the other party arising out of this AGREEMENT or the performance thereof, the prevailing party in such action may recover its reasonable litigation expenses, including court costs, expert witness fees, discovery expenses, and attorneys' fees.

J. Entire AGREEMENT. This AGREEMENT constitutes the entire AGREEMENT between the parties relative to the services specified herein and no modification hereof shall be effective unless and until such modification is evidenced by a writing signed by both parties to this AGREEMENT. There are no understandings, agreements, conditions, representations, warranties or promises, with respect to this AGREEMENT, except those contained in or referred to in writing.

K. Execution. This AGREEMENT may be executed in several counterparts, each of which shall constitute one and the same instrument and shall become binding upon the parties when at least one copy has been signed by both parties.

L. Authority to Enter AGREEMENT DB Firm warrants that it has all requisite power and authority to conduct its business and to execute, deliver, and perform this AGREEMENT.

Each party warrants to the other that the signature to this AGREEMENT have the legal power, right, and authority to enter into this AGREEMENT and to bind each party.

M. California Prevailing Wage Requirement Pursuant to California Labor Code sections 1720 through 1861, the DB Firm, its Contractor and all subcontractors shall ensure that all workers who perform WORK under this AGREEMENT are paid not less than the prevailing rate of per diem wages as determined by the Director of the California Department of Industrial Relations (DIR), if applicable. This includes WORK performed during the design, site assessment, feasibility study, and other preconstruction phases of construction, including but not limited to inspection and land surveying WORK, regardless of whether any further construction WORK is conducted, and WORK performed during the post-construction phases of construction, including but not limited to all cleanup WORK at the jobsite. The most current prevailing wage determination can be found at https://www.dir.ca.gov/OPRL/DPreWageDetermination.htm.

N. CITY’S Expectations. The following is a list of the CITY’S expectations shall be incorporated into the DB Firm’s contract:

1. Understand the WORK as designed or know where to research the documents for information.

2. Respond to all of the CITY’S questions no matter how small they may seem.

3. Talk with the CITY about the planned design and what goals are going to be achieved. Follow up on any outstanding issues, inquiries from the CITY, etc.

ATTACHMENT 3
Agreement for Services
14 4. Think ahead of possible utility conflicts.

5. Observe the field conditions and discuss with CITY any discrepancies.

6. Maintain a professional appearance during all meetings including in-person meetings and virtual meetings. This includes an understanding of virtual meeting software, in addition to, the use of a professional background, use of adequate equipment including camera, laptop, lighting, microphone, etc.

7. When issues arise, work with all parties to come-up with a solution and take a position that provides the greatest benefit to the CITY.

8. Review initial draft of the progress billing request prior to submittal to CITY’S project manager.

9. Return all phone calls from CITY project management staff on the same business day.

10. Provide CITY with all known scheduled time off during the Project duration.

Review time off impacts to project and project coverage with CITY at least one weeks in advance, or as soon as practicable.

11. No proprietary software shall be used in conjunction with this Project.

O. DB Firm’s Representations. DB Firm shall be deemed to have made the following representations with its submission of the GMP Proposal:

1. DB Firm has examined, carefully studied, and thoroughly understands the AGREEMENT DOCUMENTS and the Reference Documents associated with the WORK.

2. DB Firm has visited the Site and is familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the WORK.

3. DB Firm is familiar with and is satisfied as to all laws and regulations that may affect cost, progress, and performance of the WORK.

4. DB Firm is aware of the general nature of WORK to be performed by CITY and others at the Site that relates to the WORK as indicated in the AGREEMENT DOCUMENTS.

5. DB Firm has correlated the AGREEMENT DOCUMENTS with the information known to DB Firm, information and observations obtained from visits to the Site, reports and drawings identified in the AGREEMENT DOCUMENTS, and all additional examinations, investigations, explorations, tests, studies and data.

6. DB Firm has given CITY written notice of all conflicts, errors, ambiguities or discrepancies that DB Firm has discovered in the AGREEMENT DOCUMENTS before submitting a GMP Proposal and the written resolution thereof by CITY is acceptable to DB Firm.

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Agreement for Services
15 7. The AGREEMENT DOCUMENTS are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the WORK.

8. DB Firm shall be bound by and shall perform its obligations in full compliance with the AGREEMENT DOCUMENTS.

9. DB Firm shall be liable for its actions, including its negligence or gross negligence, and shall be liable for the acts, omissions, or errors of its agents or employees.

10. DB Firm shall perform its obligations under this AGREEMENT using its best professional skill and judgment, acting with due care and in accordance with the standard of care applicable to the WORK and Services to be provided by DB Firm, the covenants, terms and conditions of this AGREEMENT, and all applicable laws, codes, rules and regulations of the State of California and all other federal, state, and local jurisdictions having authority. DB Firm represents and warrants that it is fully experienced in projects of the nature and scope of WORK, and that it is properly qualified, licensed and equipped to supply and perform the WORK. The WORK completed herein must meet the approval of CITY and shall be subject to CITY’s general right of inspection and supervision to secure the satisfactory completion thereof.

11. DB Firm agrees that all technologies, formulae, procedures, processes, methods, writings, ideas, dialogue, compositions, recordings, teleplays and video productions prepared for, written for, or submitted to CITY and/or used in connection with this AGREEMENT, shall either be the property of DB Firm, or DB Firm shall have all necessary rights to use such formulae, procedures, processes, methods, writings, ideas, dialogue, compositions, recordings, teleplays and video productions and to provide the same and derivative works thereof to CITY in connection with this AGREEMENT, and shall not otherwise be copied in whole or in part from any other source.

12. Except with respect to design pre-check documents and associated works and other third party intellectual property used by DB Firm on an authorized basis, all drawings, specifications, calculations, data, notes and other materials and documents, including electronic data (other than system performance data provided during operation, which shall not be deemed “WORK PRODUCT”) furnished by DB Firm to CITY under this AGREEMENT (“WORK PRODUCT”) shall be and remain the property of CITY. DB Firm, or the author of such works, if other than DB Firm, will retain all common law, statutory and other reserved rights, including copyrights in the WORK PRODUCT. Upon Final Completion, DB Firm will grant CITY, and its successors and assigns, a perpetual, non-transferable royalty-free license to use the WORK PRODUCT (excluding commercially provided hardware and software) for the purposes of repair, maintenance, renovation, modernization, and all other purposes related to the Project, including, without limitation, additions, alignments, or other development on the Site. CITY’s use of such WORK PRODUCT without the involvement of the DB Firm shall be at CITY’s sole risk and without liability or legal exposure to the DB Firm or anyone working by or through DB Firm. CITY understands that the use of commercially provided hardware and software may require the CITY to pay annual fees for such ATTACHMENT 3
Agreement for Services
16 use. If the DB Firm purchases a license for any commercial provided hardware or software as part of the WORK, DB Firm shall transfer such license to the CITY upon final completion.

P. Defined Terms. Terms used in this AGREEMENT and not defined herein shall have the meanings indicated in the GENERAL CONDITIONS (EXHIBIT “D”).

Q. Exhibits. The following exhibits (“Exhibits”) are specifically made part of, and incorporated by reference into, this AGREEMENT:

Exhibit “A” DB Firm Proposal/Scope of Work Pre-construction Phase Services
Exhibit “B” Fee Schedule
Exhibit “C” Certificate of Compliance with Labor Code § 3700 Exhibit “D” General Conditions
Exhibit “E” Supplementary General Conditions
Exhibit “F” CA Government Code Section 14310 Questionnaire Exhibit “G” Equal Employment Opportunity Certification
Exhibit “H” Public Contract Code Section 10285.1 Certification Exhibit “I” Public Contract Code Section 10232 Certification Exhibit “J” Debarment and Suspension Certification
Exhibit “K” Local Business Enterprise
Exhibit “L” Non Lobbying Certification
Exhibit “M” Site Visit Affidavit
Exhibit “N” Acknowledgement of Insurance Requirements
Exhibit “O” Non-Collusion Affidavit
Exhibit “P” DIR Compliance Affidavit
Exhibit “Q” Statement Acknowledging Penal and Civil Penalties Concerning The Contractors’ Licensing Laws
Exhibit “R” Faithful Performance Bond
Exhibit “S” Payment Bond
Exhibit “T” Warranty Bond
ATTACHMENT 3
Agreement for Services
17 Exhibit “U” Workers’ Compensation Insurance
Exhibit “V” Insurance and Indemnification Documents
Exhibit “W” Project Preliminary Design Report
R. Order of Precedence of the AGREEMENT DOCUMENTS. Notwithstanding anything in Paragraph 1(A) of this AGREEMENT, the following order of precedence shall apply in the case of direct, irresolvable conflicts between or among AGREEMENT DOCUMENTS:

1. Work Change Directives, Change Orders, and Field Orders with those of a later date taking precedence;

2. Written amendments signed by the Parties with those of a later date taking precedence;

3. This AGREEMENT, including all Exhibits;

4. The Final Drawings and Specifications;

5. Procurement Solicitation Documents (Notice Inviting Bids, Information to Bidders, Request for Qualifications, Request for Proposals, etc.)

6. Any provisions required by law or applicable regulations, whether inserted or not

7. Appendices (photographs, data contained in reports, and other information) The singular includes the plural; the masculine, feminine, and neuter genders shall each be deemed to include the others; “shall,” “will,” or “agrees” are mandatory; “may” is permissive; “or” is not exclusive; “include,” “includes” and “including” are not limiting and shall be construed as if followed by the words “without limitation;” and “days” means calendar days unless specifically provided otherwise if there is more than one signer of this AGREEMENT, the signer obligations are joint and several. The failure to capitalize a defined term shall not automatically revert that term to its commonly accepted definition outside of this AGREEMENT (i.e., dictionary definition).

S. AGREEMENT Interpretation. Additionally, the following interpretation principles shall apply to this AGREEMENT:

1. Written numbers over figures, unless obviously incorrect.

2. Figured dimensions over scaled dimensions.

3. Large-scale drawings over small-scale drawings.

4. Any conflict between a bill or list of materials shown in the AGREEMENT DOCUMENTS and the actual quantities required to complete the WORK required by AGREEMENT DOCUMENTS, will be resolved in favor of the actual quantities, date (i.e., the most recent ATTACHMENT 3
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18 document), and if the dates are the same or not determinable, then in favor of Specifications.

THIS SPACE INTENTIONALLY LEFT BLANK
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Agreement for Services
19 TO EFFECTUATE THIS AGREEMENT, each of the parties has caused this AGREEMENT to be executed by its duly authorized representative as of the date set forth in the introductory paragraph on page 1 above.

CITY OF MANTECA: DB FIRM:
_________________________________ ___________________________________ Toni Lundgren (Type name of Consultant/form of organization)* City Manager
ATTEST: By: ___________________________________
(Signature)
_________________________________ ___________________________________ Cassandra Candini-Tilton, (Type name and title)
Director of Legislative Services
COUNTERSIGNED: By: ___________________________________
(Signature)
_________________________________ ___________________________________ Matthew Boring (Type name and title)
Interim Director of Finance
COUNTERSIGNED: Address:
_________________________________
Stephanie Van Steyn,
Director of Human Resources Telephone:

APPROVED AS TO FORM:
_________________________________
Riana Daniel, Deputy City Attorney
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20 EXHIBIT “A”
DB Firm Proposal/Scope of Work
Pre-construction Phase Services
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21 EXHIBIT “B”
Fee Schedule
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22 EXHIBIT “C”
CERTIFICATE OF COMPLIANCE WITH LABOR CODE § 3700
[Labor Code § 1861]
I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers’ compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this AGREEMENT.

DB FIRMS
By:
[Title]
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23 EXHIBIT “D”
General Conditions
ATTACHMENT 3
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24 EXHIBIT “E”
Supplementary General Conditions
ATTACHMENT 3
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25 EXHIBIT “F”
CA Government Code Section 14310 Questionnaire
ATTACHMENT 3
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26 EXHIBIT “G”
Equal Employment Opportunity Certification
ATTACHMENT 3
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27 EXHIBIT “H”
Public Contract Code Section 10285.1 Certification
ATTACHMENT 3
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28 EXHIBIT “I”
Public Contract Code Section 10232 Certification
ATTACHMENT 3
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29 EXHIBIT “J”
Debarment and Suspension Certification
ATTACHMENT 3
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30 EXHIBIT “K”
Local Business Enterprise
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31 EXHIBIT “L”
Non-Lobbying Certification
ATTACHMENT 3
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32 EXHIBIT “M”
Site Visit Affidavit
ATTACHMENT 3
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33 EXHIBIT “N”
Acknowledgement of Insurance Requirements
ATTACHMENT 3
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34 EXHIBIT “O”
Non-Collusion Affidavit
ATTACHMENT 3
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35 EXHIBIT “P”
DIR Compliance Affidavit
ATTACHMENT 3
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36 EXHIBIT “Q”
Statement Acknowledging Penal and Civil Penalties Concerning The Contractors’ Licensing Laws
ATTACHMENT 3
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37 EXHIBIT “R”
Faithful Performance Bond
ATTACHMENT 3
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38 EXHIBIT “S”
Payment Bond
ATTACHMENT 3
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39 EXHIBIT “T”
Warranty Bond
ATTACHMENT 3
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40 EXHIBIT “U”
Workers’ Compensation Insurance
ATTACHMENT 3
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41 EXHIBIT “V”
Insurance and Indemnification Documents
ATTACHMENT 3
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42 EXHIBIT “W”
Project Preliminary Design Report
ATTACHMENT 3
Request For Proposals
Progressive Design-Build Services - Sidestream Treatment and UV Rehabilitation

ATTACHMENT D FEE PROPOSAL FORM
ATTACHMENT 3
Request For Proposals
Progressive Design-Build Services - Sidestream Treatment and UV Rehabilitation D-1

FEE PROPOSAL FORM
Note: Proposers should review Section V (A) (5) of this RFP for information regarding the completion and City use of this form.

1. Preconstruction Phase Services Fee
The Preconstruction Phase Services Fee shall be provided as a not-to-exceed amount (in number and words).
$_________________ _______________________________________

2. Construction Phase Work Fee Percentage
The Construction Phase Work Fee Percentage shall apply to Construction Phase work and shall be provided as a percentage of the cost of the Construction Phase Work (expressed in numbers and words).
___________% _______________________________________ percent

3. Construction Phase Work Subcontractor Mark-up
The Construction Phase Work Subcontractor Mark-up shall apply to Construction Phase work and shall be provided as a percentage of the cost of the Construction Phase Work provided by subcontractors to the PDB Team (expressed in numbers and words). ___________% _______________________________________ percent

4. Construction Phase Work Major Equipment Mark-up
The Construction Phase Work Major Equipment Mark-up shall apply to Construction Phase work and shall be provided as a percentage of the cost of the Major Equipment portion of the Construction Phase Work (expressed in numbers and words). ___________% _______________________________________ percent

5. Preconstruction Phase Personnel Rates and Prices
To be provided by Proposer. See Section V (A) (5).

6. Preconstruction Phase Other Direct Costs
To be provided by Proposer. See Section V (A) (5).

ATTACHMENT 3