Laserfiche WebLink
' 16 <br /> ' GROUW ZERO ANALYSIS LOG OF BORING S824/VAPOR WELL VW3 <br /> PROJECT LOCATION 102 s. WILSON WAY, STOCKTON CA PROJECT NO 95-006 <br /> DATE DRILLED IoLftlms LOGGED BY LOIS FRAHM REVIEWED BY GREG P. STAHL RG N0. 5023 - <br /> ' DRIWNG COMPANY SPECTRUM EXPLORATION DRILLER DOUG SH£ARERIRANDY HORTON METHOD HOLLOW SEEM AUGER <br /> BORE CASING HOLE <br /> TYPE IAG H DR FT <br /> DEPTH T� 0 WATER INTERVAL NA El STATIC T <br /> TIC <br /> D% EM DIAMETER 44 111 SCHEDULE <br /> 32 FT <br /> SCREEN TYPE EVC-EM - - DIAMETER 4 IN SLOT SIZE 010 IN INTERVAL 34 FT TO 59 FT <br /> FILTER PACK TYPE PEA SPHAVEL INTERVAL 37 FT TO 59 FT <br /> SURFACE SEAL TYPE -MEAT, CEMENT OVER KNTONITE INTERVAL 0 - -FT TO 37--FT <br /> COMMENTS PAGE I OF-9— <br /> PID SAWU ID USC DESCftFWN <br /> DETAIL FT (PPM) BLAM►COIMr LOO <br /> 0-65/10, SILTY SAND. 85X FN, SA--SR, PRLY GRDD SND; MONS—DNS, <br /> 2 15X FNS, BLK URN, NPO. DRY—MST. WEAK CEMENTATION, HOMO <br /> ' 4 SM <br /> ' 9 <br /> 6 2.5 11 <br /> 13 <br /> 8 5 5/10-26 2' ELASTIC SILT, 5X FN. SA—SR, PRLY GRDD SHO. 95% FNS. L--M <br /> ' DRY STRNOTH. SLW OLTHCY. L—M TGHNSS. M—H PLST. STIFF, <br /> SB24-105' M YLLW URN, NPO, DRY—MST, WEAK CEMENTATION: HOMO <br /> 1O 19 4 <br /> �A- <br /> 11 <br /> 12- <br /> 14 <br /> 21 y <br /> is- 15 <br /> 15 <br /> MH <br /> 18 <br /> I <br /> 2014 S024-20.5' <br /> 3 <br /> 12 <br /> 12 <br /> 22 <br /> i <br /> 24 � <br /> 26 '1 <br /> 13 26 2-26 5/30' POORLY GRADED SAND, 95X FN—M, SA—SR, PRLY GROD SND; <br /> ' DNS, SX FNS, M YLLW URN, NPO, DRY—MST, WEAK CEMENT— <br /> SP ATION, HOMO <br /> 28 25 5/30-31 5/36' ELASTIC 51LT/LEAN CLAY, 5X FN, SA—SR, PRLY GRDD SND; 95X <br /> FNS; M—H DRV STRNGTH; SLW DLTNCY; L—M TOHNSSI M—H <br /> PLST, V STIFF, DRY GRN, N—SL PO. DRY—MST. WEAK, CEMENT— <br /> S924-30 S924-30 ' ATION, HOMO <br /> 30 <br /> 72 8 <br /> 9 MH/CL <br /> 9 <br /> 32 <br /> 31 5/35-36 5/40' ELASTIC SILT, 5X FN. SA—SR. PRLY GRDO SND, 95% FNS, L—M <br /> DRY STMM, SLW OLTNCY. L—M TGNN SS, L—M PLST, V STIFF, <br /> M—YLLW BRN, SL—Id PO, DRY—MST, WEAK—STRNG CEMENT- <br /> 34 ATION; HOMO <br /> 226 6 MH <br /> ° 36 13 <br /> 13 <br /> 38 5/40-48 5/50' SILTY SAND, 85% FN. SA—SR. PRLY GRDD SND; M DNS. 159 <br /> FNS, CRY URN, M—STRNG P0; MST; WEAK CEMENTATION- <br /> 39— HOMO <br /> ' SM <br /> r4O <br />