Laserfiche WebLink
W m a BORro. VW—B <br /> 1 ti W M d^ <br /> J � � " it <br /> z 2 z (L z WELL CLOSURE <br /> N > rn .. p FIELD GEOLOGIST O. Bannon GATE BEGAN 7-27-94 <br /> W a u o SUMMARY a EDITED BY nnon DATE FINISHED 7-27-94� <br /> m 0 CHECKED ,BY D. Dunn <br /> m TOTAL DEPTH 30 «. <br /> 0 <br /> Christy Box J IiFILL CONCRETE <br /> Top of Co sing ?� �Di Brown; dry; loose; 100% fine sand. Fill underlying sidewalk- <br /> with with LoCap <br /> Portland Cement <br /> 3/8' Bentonite Sp <�w <br /> Pellets <br /> x Sch. 40 PVC <br /> 5 Casing <br /> (MIXED) SILT/SAID/GRAVEL; Varied hues of brown; soft to loose: <br /> dry. intermittent layers of sift/sand/gravel UST excavation fill. Gravel <br /> likely overflow backfill from adjacent UST location. <br /> 2' D•a, Sch. 40 <br /> S.S. Screen .02(r - r <br /> slat <br /> 10 ml/ <br /> sm <br /> 9Ptun <br /> 15 12/15 7 15.0 <br /> vs re Poorty Graded GRAVEL (FILL); Brown: dry: loose: 1002 fine round <br /> grovel from adjacent UST location. <br /> 9P <br /> 16/18 03 Loneslor <br /> rw►�r 21 Sand <br /> 18.0' <br /> SILTY SAND; Mottled light yellow brown to grayish brown; dry; loose; <br /> 55T fine sand; 45X silt with low plasticity; no odor. Native soil <br /> horizon. <br /> 20 12/18 1 7 <br /> sm <br /> to/18 23 <br /> 25 v.r t6/le 26 <br /> ml/ Silt/sand proportion varying; vertically discontinuous stringers of each <br /> am at irregular intervals. <br /> +tr 18/1s <br /> 26 <br /> 30 Is/16 40 PVC Endow <br /> TOTAL WELL DEPTH 30.0 FEET <br /> 35 <br /> DRILLING CO.: Soils Exploration Services, Inc. (SES) PAGE 1 OF 1 <br /> DRILLER: Morris Peterson <br /> DRILL METHOD: Hallow Stem Auger. B-53 Rig <br /> SAMPLING METHOD: California Split Spoon Sampler <br /> PROJECT NO.: 190916.08 <br /> CLIENT: Pacific Bell ® INTERNATIONAL <br /> LOCATION, 345 N. Son Joaquin, Stockton, California TECHNOLOGY <br /> CORPORATION <br /> 916-A17 (..\Ue04,--\VADWEu,) <br />