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- <br /> N 4-1 M" - <br /> {('S { <br /> 7 <br /> V V ATEFtWORK <br /> 1NEL.L/BORiNG LOG <br /> PROJECT TELIC/EMA LOCATION 1I9Z FRFHCH CAMP TIENEIKF- SIDCKTDN. CA ,,. PROJECT NO.-22=2=L- <br /> 4 <br /> O, 2= <br /> - ---2= - <br /> 4 'JELL/B -H <br /> DRING NO, V1 rn—u SURFACE ELEVATION _ FT WELLHEAD ELEVATION -- 7T <br /> DATE DRILLED 02/12/90 REVIEWED BY RUSSELL JUNCAL RG3264 LOGGED DY R. JUNCAL <br /> x DRILLING COMPANY QSTERBERG L STMARi DRILLER T. OLS N METHOD Nxtow STEM AUGER <br /> 20RE HOLE DIAMETER�7.3 IN DEPTH DRILLED 30 FT DEPTH T13 WATER, INITIAL 13 rT STATIC 37 _EL <br /> CASING TYpE Pv FF4B0 DIAMETER 2 IN SCHEDULE 40 INTERVAL 9 FT TO .10 FT <br /> SCREEN TYPE -PVC DIAMETER 2 IN SLOT SIZE „4010 IN INTERVAL. 30 - FT To _3o FT_ <br /> FILTER PACK TYPE 03 AG _ _- INTERVAL_ 22 FT TO 60 FT <br /> SURFACE SEAL TYPE .. — - INTERVAL 0 FT TO -22 FT- <br /> NOTES _LDCATED NORTH EAST CMRW.R OF-THE WASTE OIL TANK <br /> WELL DEPTH PID SAMPLE ID USG SOIL DES[RIPT[I1N <br /> DETAIL (FT.) (PPM: Ik1N DVCLOG <br /> 0 0-4' SILTY CLAY WITH TRACES OF SAND, 27. FN SUBANG-SUDRND SND, <br /> 797 FNS,H DRY STRNGTH, R-N DLTNCY, L TGHNSS. L PLST, N <br /> STIFF, SRK NPD, SL HST <br /> 4¢ 2 CL <br /> 4 0 4-14' SILTY CLAY, I00% FNS, H DRY STRNGTK L-SL DLTNCY. L-M TGIiNSS, <br /> STIFF, BRM.NPq SL NST <br /> 6 <br /> 13 SOD Cl <br /> I 10 <br /> 1,2 182 I4-26' CLAYEY SILT. 1004 FNS, L-M DRY STRNGTH, S-H DLTNCY, L-M TGNNSS. <br /> N STIFF. YLLV DRN, SL DIESEL ODOR, SL NST <br /> .. 14 <br /> 13 4 <br /> to f <br /> 16 12 <br /> I8 30 <br /> NL <br /> 20 i0? 7 . <br /> 13 NOTE, MIT 2 IB FEET, NPO Q 20 FEET <br /> 21 <br /> 22 29 <br /> 24 0A/A, VITH SAND STRINGERS (1-3 INCHES) <br /> 6 <br /> 2r7 14 <br /> I9 26-2M' CLAYEY SILT, RED MRN. V FN-FN, SUDRND SND, YLLW IRK NPO, HST <br /> 23 <br /> 2� HL 265-45' CLAYEY SILT, 100'L FHS, L DRY STRNGTH. M DLTNCY, L TGHNSS. M <br /> STIFF, BLUE/CRY, NPD <br /> 30 a <br /> B <br /> f4 <br /> rr 32 I8 <br /> i 34 <br /> 2 19 K. <br /> s„ 36 IB <br /> 40 y <br /> 10 <br /> PAGE OF_ a <br />