Laserfiche WebLink
1 <br /> w <br /> W m a o BORING NO VW—B <br /> 1L <br /> W <br /> z d z S a Z WELL CLOSURE U `` DATE BEGAN 7-27-94 <br /> < j v .. th p FIELD GEOLOGIST Q. Bannon <br /> 41 o LnSUMMARY = d <br /> W EDITED BY D anon DATE FINISHED 7-27-94 <br /> W tlw p CHECKED BY 0 Dunn <br /> a m TOTAL DEPTH 30 ft <br /> D Christy Box FILL CONCRETE <br /> SAND Brown dry loose 100% fine sand Fill underlying sidewalk <br /> Tap of casing ti <br /> with Locking Cap ?: <br /> Portland Cement <br /> 31W Bentonite sp <br /> Pellets <br />' GS <br /> f sen 40 PVC 5 0 <br /> � Casing <br /> (MIXED) SILT/SAND/GRAVEL Varied hues of brown soft to loose <br /> dry intermittent layers of silt/sand/grovel UST excavation fell Gravel <br /> likely overflow backfill from adjacent UST location <br /> Y Dia Sch 40 <br /> S S Screen 026' <br /> Slot <br /> 10 am <br /> 9P <br />' 15 <br /> 150 <br /> 12/18 7 <br /> �-+ Poorly Graded GRAVEL (FlLL) Brown dry loose 1002 line round <br /> gravel from adjacent UST location <br /> 9p <br /> w�r 16/18 21 #3 onestor <br /> 180 <br /> SILTY SAND Mottled light yellow brown to grayish brown dry loose <br /> 55% fine sand 45X silt with low plosticely no odor Native sod <br /> horizon <br /> 20 12/18 11 <br /> am <br />' 18/18 23 <br /> +mow, <br /> 25 'B/'s 26 <br /> ml/ S+it/sond praparbon varying verttcally discontinuous stringers of each <br /> am at irregular intervals <br /> ■+ 18/18 2fi <br /> PVC Endcop <br /> 30 ls/18 40 <br /> v. TOTAL WELL DEPTH o 30 0 FEET <br /> 35 <br /> DRILLING CO Soils Exploration Services, Inc (SES) PAGE 1 OF 1 <br /> DRILLER Morris Peterson <br /> DRILL METHOD Hollow Stem Auger 8-53 Rig <br /> SAMPLING METHOD California Split Spoon Sampler <br /> PROJECT NO 19091608 INTERNATIONAL <br /> CLIENT Pacific Bell ® TECHNOLOGY <br /> LOCATION 345 N San Joaquin Stockton California CORPORATION <br />'!90916-A17 I \UE041,\VADMELL) <br />