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WATERWORK <br /> M LL/BORING LOG <br /> f l"GEMETERY LAN STOCKTON CA PROJECT NO. 60288-1 <br /> PROJECT SAN J❑ARUIN CATHOLIC CEMETERY LOCATION NS WELLHEAD ELEVATION NS rT <br /> WELL/BORING N❑, SB2 SURFACE ELEVATI❑N <br /> REVIEWED BY NORA H. KATAOKA LOGGED BY JOHN GEORG] <br /> DATE DRILLED HDLLOV STEN AUGER <br /> DRILLING COMPANY SPECTRUM DRILLING = ;DRILLER DOUG SHEARER METHOD <br /> BORE HOLE DIAMETER 8 TN DEPTH DRILLED ,~ 30 FT DEPTH TO WATERS INITIAL E STATIC fL <br /> SCHEDULE INTERVAL FT TO FT <br /> CASING TYPE DIAMETER �-IN FT T ET, <br /> SCREEN TYPE -.DIAMETER CN SLOT SIZE IN INTERVAL <br /> FINTERVAL FT T❑ FT <br /> ILTER PACK TYPE I <br /> SURFACE SEAL-'TYPE INTERVAL —FL TO <br /> NOTES <br /> WELL I DEPTH PID 1IMPLE ID ll,S:G: ' S❑IL.DESCRIPTI❑N <br /> DETAIL (FT.) (PPM) BLOWCOUNT LOG. . <br /> 07'-0-6' LEAN CLAY; (5% SND; >95% FNSi H DRY STRNGTH SLW DLTNCY; <br /> f TGHNSS; M PLST; STIFF) DRK YLLV BRW NPO; N ORG; MST; STRNG <br /> �r•� } : HCL REACTION; WEAK CEMENTATION; HOMO; HOLES � <br /> 4 CL <br /> 4 <br /> + 6 l2 CL 6-6.5/10' LEAN CLAY; <57. SND) >95'. FNS) H DRY STRNGTH) SLW DLTNCY; M <br /> TGHNSS; H PLST; V STIFF; M-DRK YLLW BRN; NPO; N {IRC; MST; <br /> N HGL REACTION) WEAK CEMENTATI❑N) HOMO; BLK STAIN <br /> /. <br /> '6.5/]0-lL5/l5' LEAN CLAY; (5% SND; >95% FNS; H DRY STRNGTH SLW DLTNCY, <br /> to SJCC- TGHNSS; M PLST) V STIFF; H YLLV BRN; STRNG PCU N URC; MST; <br /> SB2- 4 N- HCL REACTION; WEAK CEMENTATION; HOMO; WHT VEINING <br /> CL. 1 <br /> x 11.5/15-21.5/25' LEAN CLAY) <5% SND) >957. FNS; M-H DRY STRNG7H) SLW DLTNCY; <br /> M TGHNSS) M•PLST) V STIFF") DRK YLLV BRN) M-STRNG PO; N <br /> ORG; MST) STRNG HCL REACTION; WEAK GEHENTAT]ON; ;iflMO; WHT <br /> 14 i� VEINING TO 16'.'SILT LENS <br /> 7 <br /> n 16 1 <br /> 15 CL <br /> 18 <br /> 20 6 <br /> 12 <br /> °LEAN CLAY) (5% SND; >95% FNS; H DRY STRNGTH SLW DLTNCY; N <br /> 22 i TGHNSS; M PLST; V STIFF; M-DRK YLLW ERN; SL-M PO; N ORG; <br /> i <br /> MST) VEAK--STRNG HCL REACTION WEAK-H CEMENTATION; HOMO <br /> 24 � CL ; <br /> SJCC- 3 -_YS132- to ; <br /> 26 255' 19 ;26-26,5/30' LEAN CLAY; (57. SND; MY FNS; H DRY STRNGTW SLW DLTNCY; M <br /> TGHNSS) M PLST; M—DRK YLLW BRN) SL-M PO; N ORQ MST; N HCL <br /> CL,�.. REACTIDN; WEAK CEMENTATIOM1L• HDMO; WHT VEINING <br /> ;:26.5/30-30.6' LEAN CLAY; <2'!. SND; >98% FNS) H DRY STRNGTH SLW DLTNCY; M <br /> TGHNSS; M PLST; V STIFF; OLIVE GRY/M-DRK YLLW 1♦RN N-SL <br /> 30 7 SB2- IO __C_L 9 POI N ORG) MST. N-HCL REACTIONI WEAK CEMENTATION; MTTLD <br /> 31.5' 20 CL' 30.6=315' LEAN CLAY; (2% SND; >987. FNS; H DRY STRNGTW SLW DLTNCY. H <br /> 25 TGHNSS; M PLST; HRD M-DRK.YLLW BRN; N-SL PO; N ORO; MST) <br /> 32 N-WEAK HCL REACTION; WEAK CEMENTATION: MTTLD; BLK STAIN <br /> 34 QRflF ESS10,4 <br /> ��� <br /> 36 11. Kq� <br /> Q` <br /> 38 No. 038322 <br /> 40 <br /> 42 T�OF CA10 <br /> PAGE 'EFS___ <br />