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1 • <br /> ' CONDOR EARTH TECHNOLOGIES - Geo-I og i co I. Log BORING NO MW-3- PAG°: 1 Of 1 <br /> PROJECT 110 1838 UfiT£ 6110199 <br /> ' PROJLCT Zsel <br /> bey-Owens-Ford TC 6L DEPTH 16.0' WELL CDNSTRITION DETRIL <br /> LOCATION Supply Line HOLE DIAPIETER 8" TOTAL CASING UEPTN 1G' <br /> DRILLING COI�'Ts~ACTOF' U B W Or f I ing HAMCIER IdEIGHT AND FALL:19DIb130" CASING 01A_/7YPE 2°/PVC <br /> SCREEN SLOT SI?C 0.020" <br /> ' DRILL EJUIP Mobile BG1 SURFACE CONDITIONS Soi I, Glass SCREEN INTERVAL G'-16' <br /> DRTLLIIJ+J i- <br /> IETHCD-HoI low Stem Auger DEPTH TO STATIC WATER"8' FILTER PACK IN7ERVAT:5'-1b' <br /> 9ENTONITE SEAL INTERVAL 2'-5' <br /> LOGGED BY D F. Kresse DELL COLLAR ELEV:99 31' GROUT INTERVAL:O'-2' <br /> ' o <br /> GEP7H 0a FIELD DESCRIPTION SAMPLE o; WELL REliPRKS <br /> (FTI r <br /> vUi e 1 H o u u GRAPHIC <br /> ° atrvl,:IE m "o e c v rc <br /> ' O n.D 310 t; 3 50 i5 <br /> 1 DP{ DH=DRILL <br /> OV=DRIVE <br /> 2 DVA=PID in PPM <br /> J <br /> SAP,D with SILT mod yel low brown. DV 9' PID 0, Na-Odor <br /> 5 Sf9 95Z very Fine to Fine sand: <br /> ' 5% Fines: moist, Firm MW3-5 5 T •.`- <br /> b <br /> SE CLAYEY SAND mod. yellow to <br /> DV j <br /> groyish brown: ¢ 7' PID 0, No Odor <br /> 70% Pine sand: rNC-7 5 <br /> 302 plastic Fini moist; siirr <br /> 9 <br /> 1 12 <br /> 1. '`' <br /> EH SANDY SILT: it. brown to grayish brown, DV 13' PIO 0, N. odor <br /> 13 . 95. plastic Pines; g <br /> 11.13-k3 5 <br /> ' 1q 5% fine sand: i -> Geotechnical Sample <br /> a <br /> wet; very s1iFF I <br /> . <br /> ' TOTAL DEPTH OF BORING 16.0' <br /> 17 <br /> 18 <br /> 2[I <br /> "cl <br /> f <br /> 22 <br /> L3 <br /> 25 <br /> 29 <br /> 27 <br /> 2E <br /> I <br /> I? <br /> 1 <br />