Laserfiche WebLink
VAPOR EXTRACTION WELL VEW-1 <br /> O DATE: 10/30/91 <br /> ~ LU <br /> LOGGED SYN: M. Cline <br /> z � F- M WATER LEVEL: NONE ENCOUNTERED <br /> 0 0 ran ELEVATION: -- <br /> E LL o m 0 <br /> u. EQUIPMENT: Mobile Drill 8" Diameter Hollow Sem Auger <br /> LU <br /> > V L 9 a <br /> F ra SYMBOLS DESCRIPTION WELL CONSTRUCTION <br /> PMT ASPHALTIC CONCRETE over TRAFFIC RATED <br /> AGGREGATE BASE CONCRETE VAULT <br /> CL SILTY CLAY: Dark brown,moist, trace <br /> 74 <br /> sand , tree roots, slight odor at 8ft, <br /> 10 251 10.5 >100 rts ML SANDY SILT: Light brown,very damp, <br /> 8:58 hard ,blocky, carbonate veinlets, moderate <br /> to strong hydrocarbon odor <br /> 203 15.5 >100 CS Y PVC _ <br /> 9:13 CASING <br /> SM �? SILTY SAND' Redish brown,damp , dense, <br /> 20 256 21 49 fine to very fine grained sand , moderate GROUT <br /> 9:45 SM/ to strong hydrocarbon odor SEAL <br /> IF I <br /> SP <br /> 228 26 30 ns SAND with some silt Reddish brown, BENTONITE Im re <br /> 9.45 damp,medium dense,medium to fine SEAL <br /> SP grained sand,slightly cemented, moderate �` k <br /> i ; to strong hydrocarbon odor #3 SAND f <br /> 30 169 30.5 27 SAND: Greenish grey, damp, medium I <br /> 10:10 dense. medium to Nine grained sand, <br /> moderate odor <br /> gravelly (from cuttings) f <br /> 40 104 40.5 35 CS � : <br /> 12:58 CLAYEY SILT : Light brown, reddish <br /> ML brown in lenses ,very damp to moist,very <br /> stiff.traca fine pores, carbonate veinlets, - <br /> moderate to strong hydrocarbon odor <br /> orp 133 51 53 CS <br /> 2" PVC CASING <br /> 1325 SAND: Grey brown,damp,dense,fine to <br /> SP iIN I I N. ., very fine grained GROUT SEAL v <br /> BENTONITE SE4L <br /> 60 121 61 74 CS 43 SAND <br /> 13:55 <br /> IN <br /> L . <br /> 70 [NNNI <br /> Apache Plastics BSK Job No. P91209 <br /> Stockton, California PLATE 4 N& ASSOCIATES <br />