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APR 14 '97 04 OSPM SMITH TECHNOLOGY CORPORATION P 5 <br /> S L <br /> N <br /> WATER OFT <br /> WELL/130BING LOG <br /> PROJECT $.7J TRUC14NUCTOCKTUN LOEr0IE3H _,2431 EAST HARIPEI$A4 FMA-A, 27OCKTCK CA PROJECT NO. 29" <br /> YELL DEPTH PID SAMPLE IV U 2(i SOIL =CRIPTIEN <br /> CETAIL exTa (pp W) ELCWMUN LGO <br /> 44 ML <br /> 12 460-465/500' LOAN TD FIAT CLAYi C57 %A nu FNS; H DRY 5TRNGTNI <br /> 4, I5 14-SLV OLTNVi M-H TGHNM H-H PUT`) OWI) M 8RN1 <br /> CU04 NPQ 13RUANICSt %STI M CCKWATIO14 <br /> 48 465/500-509' LOAN CLAY1 i10Y 20 "VA FN91 H Dkv' STRNGTHI N-SLV <br /> CL ILTNCY, M-H TGHNSS1 4-I1 FUTl V ST FFj LT MiVE 01* <br /> NM DRY-MST1 WEAK CEKEH*rATI[% MOTTLED <br /> !3 7- <br /> 56 - <br /> - <br /> 505-51,545 r POORLY EPA= SAND WITH SILT AW! CLAY; >91% 5A-SX <br /> 5z FN, PRL' GR'IIa 31<IIlI1 ci.st F L DRY STRNI}j}I; SLV-ib <br /> aLTNCYpp L TOKNUi L PLST, V SMs LT M..LVE CRY, <br /> 34 NPaI gly—HST! VEAK CEt+IENYATIOI,II 14OHM NEITTLCD <br /> 121 <br /> ys <br /> 58 51,5/55,0-7i 5175 9��YA H1 TG NM H SPLS71 r V1 VH STIFF—HAft rLBTT LIVE <br /> C,RY-M YLLV Ift DRY-1437i 9 CEMENTATION HON131 <br /> 64 Nar7LLD <br /> is <br /> 1a sn <br /> I� �d <br /> •lo ,,�„'t ��yy <br /> till <br /> rs o— gJ.15.11�11-715' <br /> ' 70 !8 <br /> 72 7!,5/790-765/00, PMKY GRAVED VERY FINE SAND WITH SILT) )90% SA- <br /> SR, Y F1, PRLY G933C SNMJ 410% FN1y DNS! M TA14 NPQ1 <br /> k WET; WEAK MMENTAITC14 HOM13 <br /> 74 <br /> �SI <br /> —` Is <br /> i` --- 76 IB SP"SM <br /> „ a 765l8C9-88.5• FNSISILONE hI UN SANNPO VET) WEAK CESENTATIONI SNA <br /> NOMQ <br /> 78 FENER TO CGAR%r <br /> I <br /> 80ppl,ryy <br /> 1� <br /> n � pp q w7Q <br /> 84 <br /> {I : LP <br /> 9046 <br /> 94 <br /> PAVE or? <br />