Laserfiche WebLink
' WATERWORK <br />DEPTH <br />PID <br />SAMPLE ID <br />WELL/BORING <br />LOG <br />DETAIL <br />(FT) <br />PROJECT CORRIGAN PROPERTY LOCATION 620 SAN .JUAN, STOCKT13K CA <br />PROJECT NO <br />Sgt <br />WELL/DARING NO. MWI SURFACE ELEVATION NS <br />rT WELLHEAD <br />ELEVATION <br />NS rT <br />DATE DRILLED 03/25/9I REVIEWED BY RUSSELL V JUNCAL RG 3864 LOGGED <br />BY LOIS FRANTZ <br />DRILLING COMPANY EXCELTECH DRILLER GENE NUNES <br />METHOD <br />HOLLOW STEM AUGER <br />6GRE HOLE DIAMETER --9 IN DEPTH DRILLED 27 FT DEPTH TO WATER , INITIAL <br />12 FT STATIC <br />4.9 FT <br />CASING TYPE F480 PVC DIAMETER 2 IN SCHEDULE 40 <br />INTERVAL <br />04 EM <br />TO 6 FT <br />SCREEN TYPE F480 PVC DIAMETER 2 IN SLOT SIZE 0 010 <br />IN INTERVAL <br />- 6 FT <br />T1326 El <br />FILTER PACK TYPE 2/LE SILICA SAND <br />INTERVAL <br />2.5 FT <br />TO 26 FT <br />SURFACE SEAL TYPE NEAT CEMENT <br />INTERVAL <br />0 FT <br />TO 2 FT <br />NATES 6' BENTONITE SEAL ABOVE SAND <br />tNIERVAL <br />2 FT <br />TO 2S FT <br />WELL <br />DEPTH <br />PID <br />SAMPLE ID <br />U.S G. <br />DETAIL <br />(FT) <br />(PPM) <br />BLOWCCUN1 <br />LOG, <br />SAIL DESCRIPTION <br />0 <br />0-0 4, ASPHALT <br />2 <br />04-5/6.5' LEAN CLAY] <IS/. SA—SR, FN, PRLY GRDD SNDj SX SA—SR FNj <br />PRLY GRDD GRVLj )BOA FNSj M—H DRY STRNGTW N—SLV DLTNCY, <br />CL <br />M -H TGHNSSj H PLSTj STIFF] DRK YLLW BRNj NPO] MST] VEAK- <br />4 <br />STRNG CEMENTATION! HDMOj MOTTLED VHITE <br />0 <br />5 <br />5/6 5-10/lt 5' LEAN CLAY] <15/. SA -SR, FN, PRLY GRDD SNI)) >85/ PNS) M -H <br />GDRY <br />13 <br />STRNGTHj N—SLW DLTNCY, L TGHNSSj H—H PLSTj STIFF, <br />DRK—YLLW $RNs NPO, MST, N HCL REACTION, M—STRNG <br />CEMENTATION <br />8 <br />CL <br />— <br />10 <br />PMVL 1OS <br />B <br />10/115-15/16 3' ELASTEC SILT] <5/. SA—SR, FN PRLY GRDD SND► >95/. FNSj L—M <br />= <br />12 <br />DRY STRNGTHj N DLTNCY] L—M TGHNSSj H PLSTj M STIFF] LT <br />— <br />0 <br />12 <br />CLEVE GRNj NPO] WET] WEAK HCL REACTION] M—STRNG CEMENT - <br />12 <br />ATE13M MOTTLED RUST <br />— <br />14 <br />MH <br />= <br />5 <br />15/16 5-20/215' LEAN CLAY] <107 SA -SR, FN. PLRY GRDD SNIA )90.4 FNSj M -H <br />= <br />16 <br />0 <br />DRY STRNGTHj N DLTNCY] M TGHNSSj M PLSTj STIFF] LT OLIVE <br />= <br />8 <br />GRNr NPO; VETS N HCL REACTION M—STRNG CEMENTATION] <br />— <br />MOTTLED VHITE <br />18 <br />CL <br />20 <br />020/215-27' <br />ELASTIC SILT] <3'/. SA—SR, FN, PRLY GRDD SNDj >95A FNS, L—M <br />= <br />8 <br />DRY STRNGTHj N DLTNCY] L—M TGHNSSj M—H PLSTj M STIFF] LT <br />—_ <br />LO <br />YLLV BRNj NPEb VET] N HCL REACTION] M—STRNG CEMENTATION <br />22 <br />—24— <br />MH <br />—_ <br />6 <br />26 <br />CAVED <br />26 <br />11 <br />D <br />20 <br />RUSaELL <br />32 <br />'UNCAL <br />34 <br />r <br />No 3864 <br />35 <br />�`V T <br />38 <br />40 <br />42 <br />PAGE i_ OF E <br />