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WELL <br />DEPTH <br />PID <br />SAMPLE ID <br />WATERWORK <br />SI3[L DESCRIPTION <br />DETAIL <br />(FT <br />(FT.)LOG <br />WELL/BORING <br />LOG <br />•PROJECT. CORRIGAN PROPERTY LOCATION 620 SAN JUAN, STpCKTnNL [a <br />PROJECT NO <br />381 <br />VELL/BORING NO. MV3 SURFACE ELEVATION _ _ NS <br />FT WELLHEAD ELEVATION <br />NS rT <br />DATE DRILLED 03/25/92 REVIEWED BY RUSSELL V JUNCAL <br />RG 3864 LOGGED <br />BY LMS FRANTZ <br />DRILLING COMPANY EXCELTECH DRILLER GENE NUNES <br />METHOD <br />HOLLQW STEM AUGER <br />SORE HOLE DIAMETER 9 IN DEPTH DRILLED 27 FT DEPTH TO WATER, <br />INITIAL <br />12 FT STATIC <br />CA El- <br />LCASING <br />CASINGTYPE F490 PVC DIAMETER 2 IN SCHEDULE 40 <br />INTERVAL <br />0 FT <br />T13 „- 6 <br />SCREEN TYPE F4B0 PVC DIAMETER 2 _ IN SLOT SIZE 0010 <br />IN. INTERVAL <br />6 El <br />T13 26 FT <br />FILTER PACK TYPE 2/12 SILICA SAND <br />INTERVAL <br />4 FT <br />T1322—�Z <br />SURFACE SEAL TYPE NEAT CANT <br />INTERVAL <br />0 FT <br />TO , 3.5 T <br />NOTES 6' BENTMITE SEAL ABOVE SAND _ _ <br />INTERVAL <br />3.5 FT <br />TIL _4- FT <br />WELL <br />DEPTH <br />PID <br />SAMPLE ID <br />WIM <br />SI3[L DESCRIPTION <br />DETAIL <br />(FT <br />(FT.)LOG <br />0 <br />0-0.4' ASPHALT <br />2 <br />0.4-5.8' ELASTIC SILT) Cay SA-Slj, FN, PRLY GRDD SND) >9= FNSj L- <br />MH <br />M DRY STRNGTW SLV DLTNCY) M TGHNSSj M PLST) STIFF) DRK <br />YLLW BRI+ NPO; MST) N MCL REACTION; M-STRNG CEMENTATION) <br />4 <br />HOMO <br />— <br />6 <br />6 <br />17 <br />____ <br />=X5-10/11.5' ELASTIC SILT) <5% SA -Sid, V FN, PRLY GRDD SND) >95',C FNSi <br />— <br />L -M DRY STRNGTR SLW DLTNCYJ M TGHNSSj M PLSTJ STIFF) V <br />— <br />DRK YLLV BRNj NPD) MST) N HCL REACTiCft STRNG CEMENT- <br />S <br />MRATIONi <br />HOMO <br />to <br />CPM43<Sl <br />Sp/115-15/16S' FAT CLAY) <57 SA -SR, V FR PRLY GRDD SNDj >957 FNS) H - <br />VH DRY STRNGTN SLW DLTNCYj H TGHNSS) M -H PLST) V <br />15 <br />STIFF] LT OLIVE GRNj NPO) VET) N KCL REACTION; M-STRNG <br />— <br />12 <br />is <br />CEMFNIATIONJ MOHO <br />— <br />14 <br />CL <br />515/16.5-20/2LS' <br />LEAN CLAY) <57. SA -S);, FN, PRLY GRDD SNA >95Z FNS) M -H <br />= <br />16 <br />10 <br />DRY STRNGTW N-SLW DLTNCYj M TGHNSSi M PLST; STIFF] DRK <br />13 <br />YLLW BRN) NPQj WET) N HCL REACTION M-STRNG CEMENTATIDNj <br />HOMO <br />18 <br />MH <br />= <br />20 <br />8 <br />20/21.5-27' ELASTIC SD_Tj <15'/. SA -SR, FK PRLY GRDD SNDj OX SA -SR. <br />— <br />10 <br />PRLY GRDD GRVU >SOX FNSj M -H DRY STRNGTHj SLV-R DLTNCYj <br />— <br />'LZ <br />10 <br />L -M TGHNSSj M PLSTj STIFF] DRK YLLV BRt NMVETj N MCL <br />REACTION; M-STRNG CEMENTATION; HOM <br />— <br />CL <br />24 <br />26 <br />CAVED <br />CAVED <br />—28- <br />30 <br />GFp�o <br />2 <br />-32- <br />G`y�ERED <br />�. �. <br />- <br />RUSSELL W. <br />34 <br />JUNCAL <br />No 3864 <br />36 <br />38 <br />Of <br />40 <br />42 <br />PAGE .1— OF 1 <br />