|
GROUND ZERO ANALYSIS LOG OF BORING S837/WELL i�W13
<br /> PROJECT - LOCATION PROJECT NO 95_,M!!__
<br /> f DATE DRILLED 10/06/95 „, LOGGED 8Y LS FRANTZ JEANNE OUCKTHAL REVIEWED BY MEG_ P. STAHL RG 00, 5023
<br /> DRILLING COMPANY SPECTRUM MLORATION DRILLER DOUG SHEARER HDRTON METHOD HOLM STEM AUGER
<br /> BORE HOLE DIAMETER 10 IN DEPTH DRILLED 73 FT DEPTH TO WATER INITIAL NA FT STATIC FT
<br /> CASING TYPE _PVC FAIR DIAMETER 4 IN SCHEDULE INTERVAL 0 .,._ FT TO 20 FT
<br /> SCREEN TYPE _M_F4aO IN INTERVAL TTO O T�� JI
<br /> FILTER PACK TYPE _92112 SILICA Myr__ 4 IN SLOT SIZE INTERVAL 1R ET 6 FT 1
<br /> ' SURFACE SEAL TYPE NEU CEMENT OVER BENTORITE INTERVAL TO _ 18 FT
<br /> COMMENTS PAGE I OF-
<br /> 1-III SAMPLE tDUSC. DESCRIP'nON
<br /> DETAIL FT PPM �l0l�COIINT LOG
<br /> 2 0-6'3/10' ELASTIC SILT/LEAN CLAY; 5X FN, SA-SR. PRLY GRDD SNOt
<br /> 95% FNS, M-H DRY STRNGTH, SLW DUNGY, M-H TGHNSS,
<br /> MH/CL M-H PLST. STIFF. M YLLW BRN, NPO, DRY-MST, WEAK
<br /> 4 O CEMENTATION, HOMO
<br /> F
<br /> 3
<br /> 6 5
<br /> 9 i
<br /> B 5/10-11 5/15' SILTY SAND; $5X FN, SA-SR, PRLY GRDD $ND, LS-M DNS,
<br /> $ 15X FNS; M BRN; NPO; DRY-MST. WEAK CEMENTATION,
<br /> HOMO
<br /> 10 a a 5837-3 5
<br /> 5
<br /> 12 SM
<br /> 12
<br /> 11 $/15-16 5/20' ELASTIC SILT/LEAN CLAY, 5X FN, SA—SR, PRLY GRDD SND,
<br /> E 05X FNS; M-H DRY STRNGTH. SLW DLTNCY, M-H TGHNSS,
<br /> 14 M-H PLST. STIFF. M YLLW BRN, NPO, DRY-MST. WEAK
<br /> CEMENTATION, HOMO
<br /> 0 5
<br /> 18 9 MH/CL
<br /> 18
<br /> 16 5/ZD-26 5/30' ELASTIC SILT, 5X FN, SA-SR. PRLY GRDD SHD. 959 FNS; L-
<br /> M DRY STRNGTH. SLW DLTNCY, L-M TGHNSS, M PLST,
<br /> r SB37-20 5' STIFF TO V STIFF, M YLLW BRN TO GRY BRN, NPO, DRY-MST,
<br /> '-20- 0 7 WEAK CEMENTATION, HOMO
<br /> 11
<br /> f
<br /> 2
<br /> 22 1
<br /> MH
<br /> 24
<br /> _ D 4
<br /> I
<br /> 26- 12
<br /> 29 26 5/30-31 5/35' ELASTIC SILT/LEAN CLAY; 5% FN. SA-SR. PRLY GRDD SND;
<br /> 95X FNS, M-H DRY STRNGTH, N-SLW OLTNCY, M-H TGHNSS,
<br /> _ M-H PLST. STIFF-V STIFF; M YLLW BRN, NPO; DRY-MST,
<br /> 30 SB37-30 5WEAK CEMENTATION, HOMO
<br /> 0 a
<br /> B
<br /> a MH/CL
<br /> i 32
<br /> — 31 5/35-38 5/40' SILTY SAND; 85X FN, SA--SR. PRLY GRDD SND; M DNS,
<br /> 15X FNS. M YLLW BRN, HPO; MST. WEAK CEMENTATION;
<br /> HOMO
<br /> 10 3
<br /> ' 36 12 SM
<br /> 38 36 5/40-41 5/45' ELASTIC SILT/LEAN CLAY. 59 FN, SA-SR, PRLY GRDD SND,
<br /> _ 95X FNS. M-H DRY STRNOTH, N-SLW DLTNCY, M-H TGHNSS,
<br /> M-H PEST. STIFT-V STIFF. CRY BRN, SL PO. DRY-MST.
<br /> 40 WEAK CEMENTATION, HOMO
<br />
|