Laserfiche WebLink
BORING NO HP-1 <br /> ' CONDOR EARTH TECHNOLOGIES - Geological Log PAGE 1 OF 1 <br /> PROJECT NO 1932 DATE 8/22/95 WELL CONSTRUCTION DETAIL <br /> PROJECT Herman d Helen's Marina TOTAL DEPTH 16.0' <br /> ' LOCATION Eight Mi le Rd., Stocktoq CA HOLE DIAMETER 6" TOTAL CASING DEPTH N/A <br /> DRILLING CONTRACTOR B 8 F Dri l l in HAMMER WEIGHT AND FALL 190lb/30" CASING /TYPE N/A <br /> Drilling SCREEN SSLOLOT SIZEWA <br /> DRILL EOUIP Mobile B-53 SURFACE CONDITIONS Asphalt SCREEN INTERVAL WA <br /> ' DRILLING METHOD Solid Stem Auger DEPTH TO STATIC WATER 11' FILTER PACK INTERVAL N/A <br /> BENTONITE SEAL INTERVAL' WA <br /> LOGGED BY James Wack WELL COLLAR ELEV N/A GROAT INTERVAL WA <br /> DEPTH FIELD DESCRIPTION SAMPLE ` a; WELL REMARKS <br /> (FTN °u GRAPHIC <br /> i uu intrvl./I0 m y o ac w <br /> R mmxs emn <br /> DR! OVA - ri0 <br /> 1 OR Drill <br /> OV Driven <br /> 2 <br /> 3 <br /> 9 <br /> 5 GM GRAVELLY SILT- olive DV 1 N OVA 2,200 ppm <br /> 90% grovel rock Fragments 0.5" diameter, strong odor, <br /> ' G HPI-6 60% non-plastic Fines, moist, medium DR I pears stained <br /> 7 dense <br /> 8 <br /> ' 10 SC CLAYEY SAND olive green DV N OVA 100 Ppm <br /> 20% lou plastic Fines, strong odor, <br /> 11 11 80% Fine sand, moist, lou density HP1-11+ OR 1 appears stained <br /> 12 <br /> 13 <br /> ' 15 CL/ CLAY/PEAT dark brown DVN OVA 800 ppm <br /> Pt 60% peat (organics), <br /> HP1-16 <br /> 16 90% high plastic clay, saturated Nater First encountered <br /> 17 TOTAL DEPTH OF BORING 16.0' at 16'. Pushed Hydropunch <br /> From 16' to 20'. <br /> 10 Groundwater Sample ID <br /> 1932-HP1-8/22/95, <br /> 19 <br /> 20 <br /> 21 <br /> 22 <br /> 23 <br /> 29 <br /> 25btained For <br /> oratorle y analysis, <br /> 27 <br /> 2R <br /> 29 <br /> 30 <br /> ' 31 <br /> 32 <br /> 33 <br /> ' 31 <br />