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9r <br /> .z <br /> 4 <br /> r <br /> WA-ERWORK <br /> WELL BORING LOG <br /> WE PR"-"CT <br /> W. t55---F� <br /> i';� <br /> H V LOCATION WELLHEAD ELEVATS6N �=� <br /> PROSECT CHA ,OI FRANTZ <br /> Hv4 SURFACE ELEV+�T1pN "4CAL LOGGED SY <br /> VELL/DORING Na -�"^ RUSSE• ,V�— H[3LL4V STEM AUfER 73� <br /> D /p71 REVIEWED DY tel__ 4 -�� STATIC <br /> DATE DRILLED al-D ATI DRILLER V_ METHOD <br /> DRSLLING COHPANY SP CTRUH K -� 45 FT DEPTH TO LATER+ INITIAL L TO <br /> pEPTH DRILLED __ I f apo INTERVAL TO a5 T <br /> BORE HOLE GSAMETER 0.0 9 INTERVAL--- y TO 4�5 <br /> CASING TYPE PV A DIAMETER —� SLO DSIZE—L--�N 17 <br /> ey <br /> DIAHETER � � INTERVAL D �� T❑ H7 - <br /> SGREEN TYPE TYPE SAND INTERVAL L --- <br /> FILTER PACK N A NT <br /> SURFACE SEAL TYPE AND PACK o "TONITE UA A SOIL DESCRIPTION <br /> NOTES s- -�-- �E ID US,G. <br /> WELL DEPTH P1Il ml LOG <br /> DETAIL (FT) (PPM) <br /> 0-3 ASPHALT N OAGI <br /> TSA-Sp, FK H-HRD GR <br /> O POORLY GPRLY LRDVL ( <br /> SNgS-105_SArSR FR• H_HRD GR <br /> HpDNSS, <br /> HRDNSS, PRLY GRDD GR , 5%FNS, N DRY STRNG <br /> SLy/-R CLTNCY, HED DNS/ H YLLV HRiU N POt <br /> SP MST, WEAK CEMENTATION HOHO <br /> 4 FN RD GR DHSS, PRLY <br /> 9 FAT CLAY- 6 SASH-VH DRYSTRNG'THI N DLTNCY)H <br /> 3 d.5110-1L5/LS' GRDD SND, >95%FNS, <br /> VE <br /> 6 4 IGHSSi HS-f) STR`1GHCEMENTA7 OH�H1C)1+0 fYH N Pm N " <br /> a <br /> 1() 9 LH <br /> SSLT+ <10%-15% SA-SR FN, N-HRD GTRF,GTHiI SLNR SLV R DL7NCY� LY 6D <br /> 17 11.5/15-16.5/20' SND/ >85-907 FNS/ N-L DRY SP#7, H DRG, <br /> 1� L TGHMNSSi'RlNJGH'CCHENIRTA710N HOMO BRN <br /> MST, <br /> 14 <br /> t4 HRDNSS. PRLY <br /> 1 SLV DLTNCY, L-H <br /> 16.5/26-21' GRDD SND,+>90% FNSA H PRY S7 NGTH DNS <br /> 16 2D TGHNSA.N-L PLST, V STIFF, DRI YLLV ARK N POI N DRG: <br /> MST, VLAK CEHCNTATION HOMO <br /> 18 CAIW4- CL LEAN CLAY VITH SAND (15'24% SA-SR V FK H-HRD <br /> q5' H-H <br /> GR HRDNSS, PRLY GRDD SND;Ti0-BSY FNS) FF1 DRY <br /> 2(1 9 - S]-21.5/25' <br /> ^TRNGTH, N-SLV DLTNCY L-H TGHNSSI STIFF/ pO YLLV <br /> 12 CL / BRK N POe N DAG_ MSTH WEAK CEHENTATIOr6 HMO <br /> 22 / HRDNS&PRLY <br /> / V FN. N-HRD GR <br /> / LEAN CLAY+ <SO'L SA-SR <br /> 24 i 21.5/25-26.5/30' GRDD SND/ )SOX FNS/ H-H DAY STRNGTN H-OLIVE YL 1�TNt'.Yj <br /> B CH- N ORGI YET,WEAKCEMENTATIONHOHO I <br /> 26 1 <br /> 2B FN, µ-HRD GR <br /> P4GALY GRDD SND V/SILT+ >BSA--SRA FN, H-MRD GR <br /> 26.5/30-31.5/35' HRDNSS, PRLY GRDD SND/ <S% DRY <br /> 30 tl SP- HRCNSS. PRLY GRDD GRVI�<l4% FNS, N-L N Pa TN HORfu <br /> 13 SH / WET,VES CEHENTATION HRYLLW BRtll <br /> M 32 / <br /> i/ SND V/SILT+ 95L SA^SR, FK M-llRl G" SS <br /> 31.3/35-3-X5/44' FDDRLY GRDD aDD SNih S% SA-SR FS NGTH,-KRB GR <br /> 34 pRLYSGAOD GRVLI<10% FNS_N-L DRR 57`ETj R T��AKDLTNCYI <br /> 9 SP- µE0 DNS/ DRK YLLV BRNH N PDI N D <br /> 1 SM CEMENTATION HOHt1 <br /> 36 19 _ <br /> FAT CLAY <57, PRLY GRDD SND, )95% FSS H 3 DRY <br /> 36 35.5/40-45' STRNGTh N-SLV DLTNHY,OR LVET{V lK CEMENTATION <br /> DRY YLLV pR,q N POI <br /> HOHo.- <br /> CH <br /> 40 9 <br /> 42 PAGE OF z <br />