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APR 14 '97 04 04PM SMITH TECHNOLOGY CORPORATION P 9
<br /> DACE DRILLED 7-Z7..g� LOGGED SY LOIS FRANTZ REVIEWCO BY GREG P STAHL RG NO 54 ^
<br /> dRILLIN6 COMPANY 5r'ECTRL+M E7CPLARaTr0N DRILLER MIKE YOUNG AND MOKE LAU METHOD HOLLOW STEM AUGER
<br /> BORE HOLE U AMETEA 1 D INCHES DEPTH DRLLED e7 FEET DEPTH TO WATER INITIAL 7} rEr, STATIC 72 15 Fl-t
<br /> CASING TIpE PK pigMfETER a INCHES SCHEDULE 40 INTERVAL O FEET e0 E7 FLET
<br /> SCREEN TYPE PSG DIAMETER 4 INCH-ES sot SIZE 0 010-INCH INTERVAL , 67 rEE"t TO 47 FEET
<br /> FJ LTF�2 SACK TSE -— --_. .�.,.�-�.
<br /> 2/12 SILICA s"D INTERVAL 85 FErr Tp $7 FEa
<br /> SIWFACE SEAL 'TYPE NEAT CEMENT OVER BENTONITE INTERVAL 0 FEET TO 65 FEEr
<br /> COMMENTS 2' 5914TOWTE PLACED ABOVE FILTER PACK
<br /> Semple mUscs
<br /> pt b Sallo a Depth Code Description Corlslk
<br /> m
<br /> Is GRAVEL MEROCK 2 INCHES
<br /> (BACK t�ND) 2 MH ELASTIC SILT W(TH SAND, 15% FN sND SA-SR, PRLY GRDD 85R FNS L-M DRY
<br /> STRNGTH, N-5 0LZNCY L-M TGHNSS M P'LST STIFF-V STIt'F M Rb-ORN v v
<br /> NFIO. DRY--)IST W--STR HCL REACTION, WF,gK CEMENTATION HOMO v v
<br /> 4
<br /> 2 Int 6 CaW STR ATONS v Q
<br /> SILTY SAND 85X FN-M SND SA-SR. PRLY CRO(), M DNS, lax FN15 M RD- v v
<br /> $ BRN NPO, MST, N HCL REACTION WEAK CEia w,4nQN, NbMQ
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<br /> 6 10 SM v v
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<br /> 01 14 v if
<br /> T ELASTC SILT WIT44 SAND 75X FN SNO SA-SR, PRLY GROG, 85X FNS. L-M DRY a
<br /> STRNGTH. N-5 DLTNCY, L•-M TGHNSS, M PI,ST, V STIFr. GRY-GRN NRQ,
<br /> I DRY-MST, N-W HCL AEACTIDN, WEAK CtmENTATIOI fiama a v
<br /> 9 O p
<br /> 0 17 1� o
<br /> MH v v
<br /> 18 o v
<br /> a0 PROORLY GRADED SAND, 95X FN-M, SA-SR, PRLY GROD, M DNS. 5% FIS, F v
<br /> 1/ RD-EIRN Wo MST, N HCl REACTION, WEAK CEMENTATIC& HOMO VERY v
<br /> 4 tg MINOR SILT STRINCER IN THE SAND HORIZON v v
<br /> 22 SP ELASTIC SU WITH SAND. 15% FN SND, SA-SR, ORLY GRDO, 85% FNS, L-M DRY
<br /> STRNGTN N-S DLTNCY L-M TCHNSS M PLST V STIFF, M DARK YLLW�- a v
<br /> 24
<br /> MH BRN, NPO, MST, W HCL REACTION, WEAK CEMENTATION HOMO ov v
<br /> SILTY &010 8$94` FN-M, SA--SR, PRLY GROD, M DNS, 15% FN5 U DARK YLLW- v a
<br /> 0 11 26 9RN, NPD, MST, W HCL REACTION WEAK CEMENTATION, HOMO
<br /> MIN ELASTIC SILT WITH SAND, TO-20X FN SAID, SA-5R PRLY GRD©, 80-lap% FNS, o v
<br /> L-1N DRY STRNGTH, S DLTNCYt L-M TGHN55, I_-M PLST, V STIFF', M CRY-•
<br /> 26 SRN/LT PINK/014 RD-BRN, NPO, DI Y-NIST, W NCL ACACTloN, WEAK V 7
<br /> CEMENTATION HOMO_ v Q
<br /> s 34
<br /> 32 �'. :S s
<br /> 3 4 v a
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<br /> 21 3B t-r
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<br /> O 9
<br /> 40
<br /> 4 29 V Fs Yom.
<br /> AWAJF LOG OF WELL MIN-2
<br /> BJJ COMPANY, INC.
<br /> 2431 EAST MARIPOSA ROAD
<br /> PROJECT; t0066.01 STOCKTON, CALIFORNIA
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