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WATER WORK <br /> VIlELL/BORING LOG <br /> PROJECT MARITAL DEDUCTION TRUST LOCATION 601 SOUTH VENTURA, STOCKTON, CA PROJECT NO. 174 <br /> WELL/B❑RING NO MW2 SURFACE ELEVATION NS FT WELLHEAD ELEVATION ___ NS FT <br /> DATE DRILLED 08/15/90 REVIEWED BY RUSSELL W JUNCAL, RG 3864 LOGGED BY JOHN G[❑RGI/KRYS HARDMAN <br /> DRILLING COMPANY SPECTRUM DRILLING DRILLER DOUG SHEARER METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER 81N DEPTH DRILLED FT DEPTH TO WATER, INITIAL 30 FT STATIC .. 14 FT <br /> CASING TYPE F480 PVC DIAMETER - 2 IN SCHEDULE 40 _INTERVAL -0 F'7 TO 15 FT <br /> SCREEN TYPE F480 PVC <br /> DIAMETER 2 IN SLOT SIZE 0010 IN INTERVAL 15 FT TO 35 FT_ <br /> FILTER PACK TYPE 2/12 L❑NESTAR SAND INTERVAL_ l3 FT TO 35 FT <br /> SURFACE SEAL TYPE 2' BENTONITE—NEAT CEMENT INTERVAL o FT TO l3 FT_ <br /> NOTES <br /> TELL DEPTH PI➢ SAMPLE ID USG SOIL DESCRIPTION <br /> DETAIL (FT) (PPM) BLOWCOUNI LOG <br /> 1 <br /> 0 5-6 5/10' LEAN—FAT CLAY; Q/ SND) >999 FNS) VH DRY STRNGTH; N—SLW <br /> DLTNCYt M—H TGHNSS] M PLST] H STIFFj DRK YLLW BRAD NPO] <br /> ORGJ MSTj N HCL REACTION] WEAK CEMENTATION HOMQ) BLK <br /> 2 STAINING: FEDX STAINING <br /> 4 CL/CH <br />' 2 <br /> 6 3 <br /> 65/10-115/15' LEAN CLAYI <2% SND] >987 FNS) VH DRY STRNGTH) SLW 3)LTN- <br /> 8' CY, M TGHNSS] M PLST] M STIFF] M YLLW BRN; NPO] N ORG:MSTj N HCL REACTION) WEAK CEMENTATION) HTTLD) BLK STAIN— <br /> INQ FEDX STAINING <br /> IO MDT— <br /> MW2— 4 CL <br /> 10 5' <br /> 12 $ 115/15-26 5/30' LEAN—FAT CLAY] (27 SNDj >98/ FNS] H—VH DRY STRNGTH) N— <br /> SLW DLTNCYt M—H TGHNSS] M—H PLST] STIFF] DRK YLLV BRW <br /> NPO] N EIRGF MSTj N—STRNG NCL REACTION] WEAK CEMFNTATIONj <br /> 14 HOMO—MTTLD) BLK STAINING] FE13X STAINING] 1' SND LENSE, 1/ <br /> ]NCH DIAMETER IVE CALCAREOUS AREA <br /> 16 9 0f ESSlo <br /> O K X/ <br /> 18 �P H A T,9D FAL <br />' 6 No 038322 � <br /> 22 9 CL/CH 1� ` <br /> �T C IF1V Il. <br />' — 24 F4F CAO'�� <br /> — 4 <br /> 26 iD <br />' 265/30-315/35'FAT CLAY] <3% SND) >977 FNS] VH DRY STRNGTFb N—SLW DLT- <br /> - 28 NCYj H TGHNSS] H PLST] STIFFj GRN GRYj NPO] N OPQ MST— <br /> WETj N—STRNG HCL REACTION] MTTLDI SATURATED[ FEDX STAIN- <br /> ING) CALCAREOUS VEIN <br /> 30 7 CH <br /> 32 315/35-355' LEAN CLAY] TR SNDj 799/ FNS) H DRY STRNGTH] SLW DLTNCY; <br /> M TGHNSS) M PLST] STIFF; GRN BLK; NPD;) N ORGj MST) N HCL <br /> — REACTION WEAK CEMENTATION[ HOMO <br /> 34 CL <br /> 4 <br /> 36 35 5-41' LEAN CLAY] TR SNDI >99Y FNS; H DRY STRNGTH[ SLV IILTNCYj <br /> 8 M TGHNSS) M PLST] STIFF—H STIFF) GRN BLKj NPO] N ORrx MSTj <br /> CAVED N NCL REACTION) WEAK CEMENTATION) HOMO <br /> 38 CL <br />' 40 <br /> 3 <br /> 6 41-415' ELASTIC SILT] TR SND] >99X FNS] M DRY STRNGTH SLW IILT- <br /> 42 NCYj M TGHNSS) L PLST] STIFFj GRN BLKj NPO) N ORGI MSTj N <br /> NCL REACTION) WEAK CEMENTATION] HOMO <br />' PAGE ❑F 1 <br />