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GROUND ZERO ANALYSIS LOG OF BORING SB29/VAPOR WELLS VW1 & VW2 <br /> PROJECT .KHOMRJ<S MS LOCATION PROJECT 140. <br /> DATE DRILLED 10/04/95 LOGGED BY JAS REVIEWED BY .11NEO-L SBU Aft ND_ 1023 <br /> DRIWNG COMPANY SPIMMM EKPLOIG , DRILLER DOUG SHEARER/RANDY NORTON METHOD HOLLOW ;ITEM AUGER <br /> ' ONE F LE DIAMETER 12 IN DEPTH DRILLED 50 FT DEPTH TO WATER INITIAL MA EE STATIC <br /> CASIIiG TYPE DIAMETER 4 IN SCHEDULE 40 INTERVAL a EE TO SO FT <br /> SCREEN TYPE MM Ed&I DIAMETER 4 IN SLOT SIZE o_tA IN INTERVAL w FT TO IFR FT <br /> FILTER PACK TYPE SEA aBA1rEL INTERVAL 49 EI TO as FT <br /> SURFACE SEAL TYPE INTERVAL ._. 43 El TO - 49-- FT <br /> CA31lIOTYPE _,.„....F ....._ DIAMETER 2 IN SCHEDULE 40 INTERVAL 0 FT TO 35 FT <br /> SCREEN TYPE PVC FAIR DIAMETER 2 IN SLOT SIZE INTERVAL 35 FT TO 43 FT <br /> FILTER PACK TYPE PEA GRAVEL INTERVAL .__ FT TO 45 FT <br /> SURFACE SEAL TYPEAT_!'F1El1f DYER BEI�TONrrE <br /> -- INTERVAL 0 FT TO 33 FT <br /> COMMENTS nlWl t�011P1l7871! VIPD! EY1NCtIDN WELL - .,,.,. PAGE 1 OF'___ <br /> DMI I PID SAMPLE 10 US C. DE�CR�ION <br /> EIEIAlL FT. PPY aLDw0011lti LOG <br /> 2 <br /> ' <br /> 0-105/20- ELASM SILT/LEAN CLAY, 57[ FN, SA-SR, PRLY GROD SHN 95% <br /> FNS, M-H T6 L-M D" STRNGTHi SLW DLTNCY, M-H TO L-N <br /> 4 TOWNS% M-H PEST, STIFF-v STIFF. BLK BRN TO LT YLLW BRN. <br /> S029-5 5' N-SL PO. DRY TO DRY-MST- WEAK TO STRNC CEMENTATION; <br /> 31 HOMO, CaCO3 STRIATIONS <br /> S <br /> $ 12 <br /> a <br /> 10 S029-10.5' <br /> 10 5 <br /> 12 <br /> s <br /> 20 <br /> 12 <br /> —14- <br /> 35 8 <br /> 1RI t5 <br /> 15 <br /> 18 16.5/20-25.3' ELASTIC SILT. 5% FH, SA-SRR. PRLY GRDD SND, 95x FNS, L-M <br /> DRY STRNGTH. SLW DUNGY. M-H TOHNSS, M-H PI.W. M STIFF TO <br /> V STIFF. M YLLW TO GRN BRN, N TO M-STRNO POT. DRY-MST. <br /> STRNO CEMENTATION; HOMO <br /> 20 S829-20' <br /> 3 <br /> 04 12 <br /> 20 <br /> MH <br /> 24 <br /> SB2Y�-28.8' <br /> 900 7 <br /> M M <br /> 10 SP 25 3-26 3' OFNS. WIPOORLY ORADED N. M--STRN4 M. MST,RLY WEAK CEMEORDD N <br /> NS; X MTATION. <br /> 26 10 LHOMO <br /> ' 28 <br /> 26 3-46 5/50' ELASTIC SILT; 5% FN. SA-SR, PRLY GRDD SND; 957E FNS. L-M <br /> DRY STRNOTH, SLW-N SLW DLTNCY, L-M TGHNSS. M-H PLST. V <br /> S029-30 5' STIFF TO v STIFF-HRD; M YLLN 9RN TO ON M, SL-M TO <br /> 30 5TRNG PO, DRY-MST. M TO WEAK CEMENTATION, HOMO. CaCO3 <br /> 23 10 STRIATIONS <br /> 10 <br /> —52- <br /> -S4 MH <br /> }9 6 <br /> 38 11 <br /> 3a <br /> 40 <br />