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I ::I <br /> WELL/BORING LOG <br /> PROJECT IAFOLAIY CORPORATION LOCATION 1444 TILDE LEWIS DRIVE STOCKTON CA PROJECT NO. W0294 <br /> WELL/BORING N MWS SURFACE ELEVATION NS FT- WELLHEAD ELTOM L T NS_ r? <br /> DATE DRILLED 02 7 92iM REVIEWED BY GREG P. STAHL RG No. 5023 LOGGED BY TOM LUTTERMAN <br /> DRILLING COMPANY *ESNA:IINDUSTWES DRILLER GENE NUNES METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER12 im DEPTH DRILLED 31 DEPTH TO WATER INITIAL 17 El STATIC 16 :FT <br /> CASING TYPE PVC- F"O - DIAMETER 4 1N SCHEDULE AO imTERVAL 0 --fL TO 11 FT <br /> SCREEN TYPE 6c F"D DIAMETER !:IN SLOT SIZE fl19 Jtsl INTERVAL EL TO 31 FT <br /> FILTER PACK TYPE 2/12 iONESTAR SAND INTERVAL TO 31 FT <br /> SURFACE SEAL Tj PE CEbkNT SLURRY OVER BENTO►i1TE INTERVAL n FT TO <br /> NOTES 2 FOOT BENTONITE SEAL OyE1t SAND <br /> WELL DEPTii ft, PLE ID U.S.G. SOIL DESCRIPTION <br /> `J DETAIL (ET.) (PPI;) BLOKOUKI LOG <br /> 4 0 0-5.5/9• -ELASTIC SILT: <SA SND: >9S% FNS: M DRY STRNOTH: N- <br /> SLW DLTNCY: M TG14INSS; M PLST; STIFF. ORK YLLW BRN; NPO; <br /> I ORY-LST; N NGL REACTION; WEAK CEMENTATION; 14040; <br /> 2 ; MICACEOUS <br /> i1N/CL <br /> 4i 1 <br /> 10 <br /> I <br /> LEAN CLAY; <10% SA-SR. FN, PRLY GRDD SND; >90% FNS; M— <br /> s <br /> I E H DRY STRNGTH; SLW DLTNCY: M TGHNSS; M-H PLST; STIFF-' <br /> 0.6 V STIFF; OLIVE GRY; NPO: W5T; N HCL REACTION: M CEMENT- <br /> �4i 7 ATION; HOMO; MICACEOUS <br /> 12 CL <br /> — <br /> 141- <br /> 18 4I LL-Ilws-15' <br /> 8'' 0 15.5/19-25.5/29' FAT CLAY; <52 SNOI >95% FNS; VH DRY STRNCH: N OLTNCY; <br /> _ 8 M TGNMSS: M-H PL5T; V STIFF; DIRK G=IN CRY; NPO; WET; <br /> 241 N NCL ##ACTION; WEAK CEMENTATION; HOMO <br /> i 10 <br /> 22 CH <br /> I <br /> 24; <br /> — � 0 g <br /> — 26; is <br /> _ 28 <br /> 0-6 g 25.5/29-30-5/31' SILTY SAND; >75% SA-SR, FN-V FTI, PRLY GADO 5N0; i25% <br /> = 30I 1 SM FNS; N DRY ST3RNGTH; SLW-R OLTNCY; L TGHNSS; L-M PLST; <br /> I DNS: ORK CRN CRY: NPO; WET: N NCL REACTION: WEAK <br /> 8 <br /> I 9 CEMENTATION; HOMO; MICACEOUS <br /> 32 0 t CL 30.5/51-32.5' LEAN CLAY; <5% SMD; >95% FNS.• M-K DRY STRNGTH; N-SL.W <br /> i i 5 DLTNCY: M TCHNSS. Y PLST; V STIFF; ORI; GRN GRY; NPO; WET; <br /> 34I N NCL REACTION: WEAK CEMENTATION; HOMO; M CEOUS <br /> i <br /> 4 35i <br /> 38. G EGORY P. <br /> STAML <br /> 40 �` Na. 5023 <br /> 4 <br /> b <br /> PAGE OF <br /> E <br />