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' ConeTec Investigations Ltd - CPT Interpretation Page 1 Trterpretation Output - Release 1 O0 19c No 01-0115 7.437-377B No 97-3.00 ' tent ADVANC SD G 8019NVI RONM ENTAL eraject Rainwater Carwash Manteca CA Site Location P 7 ' Cone CPT Date 00/16/12 CPT Time 09 10 CPT F1Ie 158CO1 COR ' Nater Table (m} -- -- 6 10 (ft) 20 0 Averaging Increwexlt (m) 0 30 Su Nkt Used 15 00 ' Phi Method Robertson and Campanella 1983 Or Method .Tama olkows ki All Sands Used Unit Weights Assigned to Soil Zones Oepth Depth AvgQt AvgF8 AvgRf 9 Stress Nyd Pr X60 (NI)60 bel to (N1)60 Su CRR Dr Phi OCR SBT �IEt} (m) (tat) (tsf} I1,} (tsl) (tsfl (blows/ft} (N1160 CS (tsf) M (deg) (ratloI 0 49 0 15 118 582 0 B79 0 7 0 031 O 000 22 7 45 4 0 0 45 4 0 000 0 00 95 0 5o 0 1 0 9 ' 1 4B 0 45 101 455 0 B10 0 a 0 091 0 000 24 3 48 6 0 0 48 6 0 000 0 00 95 0 50 0 1 0 8 5 2 46 0 756 792 0 301 0 5 0 150 0 000 13 6 27 2 0 0 27 2 0 000 0 20 77 6 48 0 1 0 B 3 44 1 05 46 571 0 286 0 6 0 209 0 000 14 9 29 7 0 0 29 7 0 000 0 15 67 2 46 0 1 0 7 4 43 1 35 51 329 0 341 0 7 0 268 0 000 12 3 23 7 0 0 23 7 0 000 0 17 66 4 44 0 1 0 8 ' S 41 1 65 50 225 1 311 0 6 0 327 O 000 12 0 21 0 0 021 0 0 GOO 0 14 62 9 44 0 l 0 a 7 6 40 1 95 60 002 0 411 0 7 0 380 000 14 4 23 1 0 2 23 3 0 000 0 16 65 6 44 0 1 0 9 7 30 2 22 75 476 ❑ $67 0 0 0 441 0 000 18 1 27 2 0 1 27 3 0 000 0 21 10 3 44 0 1 0 B 20 2 50 98 101 0 747 0 8 0 496 0 000 23 5 33 4 0 0 33 4 0 000 0 32 76 2 46 0 1 0 9 9 2 80 110 537 0 906 0 0 0 556 0 000 26 5 35 1 5 0 0 15 S 0 000 0 36 78 0 46 0 1 0 0 7 3 10 115 190 0 969 0 a 0 615 0 000 27 6 35 2 0 2 35 4 0 000 G 36 77 7 44 G I a 9 15 3 40 104 756 U 897 0 9 0 675 0 000 25 1 30 5 0 a 31 4 0 OGO 0 29 73 6 44 0 1 U 8 12 14 3 70 97 361 0 118 0 7 0 734 0 000 23 3 27 2 0 9 28 1 0 000 0 23 !0 1 44 0 1 0 0 ' 13 2' 4 02 91 343 1 058 1 1 0 799 0 000 22 6 2S 3 2 4 27 7 0 000 ❑ 24 68 2 42 0 1 0 9 14 27 4 35 41 8�6 0 840 2 0 C 061 0 000 16 0 17 3 B 5 25 8 2 733 0 16 43 a 38 0 0 G S 26 4 65 86 882 3 883 4 5 0 922 0 000 83 2 96 7 0 0 86 1 0 000 C 00 63 8 42 0 1 U 16 24 4 95 34 656 1 689 4 9 0 981 0 000 33 2 33 5 0 0 33 5 2 245 0 00 0 0 0 0 6 0 3 t7 22 5 25 37 521 1036 2 0 1 037 O 000 14 4 14 1 12 4 26 5 2 432 0 35 38 0 3B 0 6 0 6 18 21 5 55 93 079 7 471 2 7 1 093 0 000 35 7 34 1 12 5 46 6 6 112 0 41 63 3 42 '1 10 0 6 19 19 S 85 237 990 2 132 0 9 1 152 0 000 45 6 42 5 0 1 42 6 0 000 0 00 B9 5 46 0 1 0 9 20 SO 6 15 220 233 2 098 1 0 1 208 0 006 42 2 38 4 0 8 39 2 0 000 0 00 86 6 44 0 1 0 9 - 45 219 1108 2 2111, 1 0 1 238 0 036 42 1 37 B 1 3 39 1 0 000 0 QO 86 2 44 0 1 0 9 22 15 6 75 219 962 1 460 ❑ 7 1 268 0 067 42 1 37 4 0 0 37 4 0 000 0 00 85 9 44 C t C 1 23 13 7 05 241 4G8 1 829 0 8 1 299 0 098 46 2 40 6 0 0 40 6 0 000 0 00 98 2 44 0 1 0 9 74 11 7 35 236 300 1 639 0 7 1 329 0 128 45 3 39 3 0 0 39 3 0 000 0 00 87 2 44 0 3 0 9 25 10 7 65 277 884 1 544 0 6 1 359 0 159 53 2 45 7 0 0 45 1 0 000 0 00 91 6 46 .1 1 0 9 16 08 7 95 296 645 1 960 0 7 1 390 0 L90 56 8 48 2 0 0 48 2 0 000 0 00 93 1 46 0 1 0 9 27 01 8 25 244 .152 2 317 0 9 1 420 0 221 46 8 39 3 1 1 40 3 0 000 0 00 87 2 44 0 1 0 9 28 35 8 55 26F 723 1 034 0 4 1 451 0 251 42 7 15 5 0 0 35 5 0 000 0 00 89 S 44 0 1 0 10 ' '9 04 8 85 779 889 0 743 0 3 1. 483 0 282 44 7 36 7 0 0 36 7 0 000 0 00 90 5 44 0 1 0 10 30 02 9 15 277 824 0 740 0 3 1 515 0 313 44 3 36 0 0 0 36 0 0 000 0 OG 90 0 44 0 0 10 11 ❑0 9 45 296 600 0 805 0 1 547 0 344 47 3 38 1 0 0 3a 1 0 000 0 00 91 6 44 0 ❑ 10 31 99 3 75 d98 243 0 914 0 3 1 579 0 374 47 6 37 9 0 0 37 9 0 000 0 00 91 4 44 0 1 0 10 ' 32 97 10 05 312 783 0 840 0 3 1 611 0 405 49 9 39 3 0 0 39 3 0 000 0 00 92 S 44 0 1 0 10 33 96 10 35 287 316 469 0 4 1 643 0 436 45 9 35 8 0 0 35 a 0 000 0 00 a9 8 44 0 1 2 1❑ 34 94 SO 65 277 365 0 982 0 4 1 675 0 466 44 3 34 2 0 0 34 2 C 000 0 OC a6 5 44 0 y ,7 �3 35 9, 10 95 790 131 0 140 0 3 i 707 0 497 46 3 3S 5 0 0 35 C 000 9 00 69 S 44 0 1 0 l0 i