Laserfiche WebLink
0-0 4' ASPHALT <br />2— —04-85 LEAN CLAY, <5% FN, SA–SR, PRLY GROD SND, >95% ENS; M DRY <br />STRNGTH. N DLTNCY M TGHNSS. M–H PLST; V STIFF, DRK YLLW BRN. <br />N -SL P0, MST -WET. N HCL REACTION, WEAK CEMENTATION, HOMO <br />4 CP-SB7-5' CL/MH <br />3 <br />1S 8 <br />12 <br />6 <br />CP–SB7-7.5' <br />8 0 11 <br />16 <br />10 <br />12 <br />14 <br />18 <br />22 <br />24 <br />28 <br />34 <br />GREGORY P. <br />STAHL <br />No. 5023 <br />OF <br />LOG OF BOMG S87 <br />PROJECT CORRICAIi PROPE_RTTLOCATION <br />620 SAN JUAN DRIVE STOCKTON <br />CA <br />PROJECT NO. <br />DATE DRILLED 01[28/93 LOGGED gy <br />TOM LUTTERMAN <br />REVIEWED BY GREG STAHL RG_ No 5023 <br />DRILLING COMPANY SPECTRUM EXPLORATION DRILLER <br />VAN LEONARD <br />METHOD <br />HOLLOW STEM AUCER <br />BORE HOLE DIAMETER 6 - IN DEPTH DRILLED <br />7 FT DEPTH TO WATER <br />INITIAL <br />"6 --- T STATIC NA FT - <br />CASING TYPE NA DIAMETER - Iu <br />SCHEDULE _ <br />INTERVAL <br />_EL TO FT <br />SCREEN TYPE NA DIAMETER - IN <br />SLOT SIZE _ IN <br />INTERVAL -- <br />FT- TO FEZ <br />FILTER PACK TYPE NA <br />INTERVAL <br />- FT TO - FT <br />SURFACE SEAL TYPE NEAT CEMENT OVER -3' OF BENTONITE <br />INTERVAL <br />0 TO B5 FT <br />COMMENTS <br />PAGE ! OF 1 <br />WELL I DEPTH PIDU5 C. <br />DESCRIPTION <br />DET+UL FT (PPM} BLOWCOUNT LOG <br />0-0 4' ASPHALT <br />2— —04-85 LEAN CLAY, <5% FN, SA–SR, PRLY GROD SND, >95% ENS; M DRY <br />STRNGTH. N DLTNCY M TGHNSS. M–H PLST; V STIFF, DRK YLLW BRN. <br />N -SL P0, MST -WET. N HCL REACTION, WEAK CEMENTATION, HOMO <br />4 CP-SB7-5' CL/MH <br />3 <br />1S 8 <br />12 <br />6 <br />CP–SB7-7.5' <br />8 0 11 <br />16 <br />10 <br />12 <br />14 <br />18 <br />22 <br />24 <br />28 <br />34 <br />GREGORY P. <br />STAHL <br />No. 5023 <br />OF <br />