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ten .. . ..� _• , � <br /> WATERWaRK <br /> �WE�LL/BORING LOG <br /> LAIDLAV CClRPORATIL'r; LQCATISIN 144•x—?ILLIE�EVISDRIVF. STOCKTON, CA Pf7❑JECT NO. 29— -- <br /> PROJECT NS 1ELLHEAD ELEVATION -----� �I <br /> MW2 SURFACE ELEVATItI`1 ,1. JUNCAL RG 386a LAGGED DY LDf_ FRANTZ - <br /> 4ELL/BORING NO. —�—�-- RISSELL <br /> 0�/27/9L REVI£`�ED BY }�OLLOv STEM AUGER <br /> DATE DRILLER "'91 TECF� ➢RILLER GENE. NUNES METEOR STATIC i—L <br /> DRILLING COMPANY _C �REPTH DRILLED 31 FT DEPTH TO WATER INITIAL 0 T T❑ 11�7 <br /> BORE HOLE DIAMETER �� 2 SCHEDULE 4 — IiITERVAL ----�- <br /> PVC F480 DIAMETER _ 0.010 INTERVAL�1 �--U TO 31 <br /> CASItiG TYPE —� �Z—i SLOT SIZE 9 FT <br /> PVC F466 IN � <br /> TERVAL- - 7 TO <br /> SCREEN TYPEILICA SANG DIAMETER INTERVAL�•�^ TO <br /> FILTER PACK TYPE 2/12 CEMENT SLURRY OVER BENTONITE ��^� <br /> SURFACE SEAL TYPE ��— <br /> 2 FT BENTONITE SEAL ABOVE SAND <br /> MOTES <br /> YELL <br /> DEPTH PID AMPLE ID l U.S.G. SOIL DESCRIPTION <br /> DETAIL (F T.) (PPM) LOwC[]UH LOG <br /> ASPHALT <br /> % NS- VH DRY STRNGTH; N DLTNCY; <br /> 3'••5/65' FAT CLAY, (5% SND; >95 F , <br /> -- ` H TGHNSS; H PLST, STIFF, DRK YLL'J BRN; NPO, ORGANICS, MST, <br /> CH WEAK-STRNG HCL REACTICt4 H CEMENTAION; WOH❑ <br /> 4 j LCMV2-5.5'6 DRY STRNGTH; N-SLW <br /> D H 5/65-15/165' FAT CLAYI (5% SND; >95/. FNV S IFF] GRY BLK-DRK YLLV <br /> DLTNCYI H TGHNSS; H PLST; <br /> G� 6 19 BRN; NFO; MST; N HCL REACTION; H CEKENTATION; HOMO; <br /> LT OLIVE GRY AT IO FEET <br /> 8 <br /> LCHV2-10.5' <br /> 10 1 8 <br /> IO 04 <br /> 14 <br /> 12 <br /> 14 <br /> 2 6 <br /> 9LEAN CLAY: C51/. SND; 195% FNS, H DRY STRNGTH: N'SLV <br /> 16 11 15116.5-21' DLTNCY; L TGHNSS] H-H PLSTI V STIFF] M YLLV BRN; NPO] <br /> VET; N HCL REACTION; M CEMENTATION; HOMO <br /> 18 CL <br /> LEAN CLAY WITH SAND] ]5% SA-SR, FN-V FN, PRLY GRDD SND; <br /> 1 <br /> 20 9 _ _ 21-26,5' )85%: FNS] M-H DRY STRNGTH N-SLw DLTNLY; L-M TGHNSS] <br /> H PLST; V STIFF; DRK GRN GRY; MPO; WET; N HCL REACTION; <br /> 22 WEAK CEMENTATION, HOMO <br /> + CL <br /> - I 24 LEAN CLAY; (5% SND; )95% FNS; H DRY STRNGTH; N-SLW <br /> 26 16 ---- 26.5-30.5 DLTNCY; H TCHNSS; M PLST; V STIFF, DRK CRN GRY; NPO: <br /> 4 ^ 2 VETT H CEMENTATION; HOHO <br /> 28 CL <br /> 30.5-31' LEAN CLAY u1TH SAND, 15% SA-SR. PRLY GRDD SND] )B5% <br /> 30 8 — FNS] H-H DRY STRNGTH, N�-SLW DLTNCYI LM TGHNSS, H <br /> I2 PLST, V S71FF, 'DRY GRN GRY1 NPO1 V£T, WEAK CEMENTATION, <br /> 15 HCHO <br /> 32 �tiSeD GEOz � <br /> 34 �4r0 <br /> RUSSELL <br /> 36 - JUN AL 1�1j <br /> 38 No.3864 <br /> /I <br /> 40 <br /> 42 <br /> UF—` <br />