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o <br /> BORING'�O . VW-B <br /> w <br /> W Q] = a <br /> ti <br /> U. W Q_ W <br /> rL Z .5 a. Z WELL CLOSURE to p FIELD GEOLOGIST 0_ Bannon DATE BEGAN 7-27-'34 <br /> --d > in `-' EOITED 8Y 0. Bannon_— GATE FINISHED 7-27-94 <br /> d t^W U # SLIwiAtARY d CHECKED .BY - 0. Dunn <br /> W CL a m TOTAL DEPTH 30 rt" <br /> O Christy Ba: Fitt CONCRETESAND; Brawn: dry: loose. 1005 fine sand. Fill underlying Sidewalk. <br /> Top of Casing i <br /> with Locking Cap <br /> Portland Cement <br /> sp t- <br /> 3/9' Bemtanita <br /> Pellets <br /> mow. <br /> Z' Sch. 40 PVC 5.0' <br /> 5 Casing - <br /> (141XE0) SILT/SANG/GRAVEL: varied hues of brown: raft to loose: <br /> dry, intermittent layers of sift/sand/gravat UST excavation fill. Gravel <br /> likely oviwlow baekfift from adjacent UST location. <br /> 2' Dia. Sch. 40 <br /> S-S. Screen .020' <br /> Swt <br /> I 10 sin/ <br /> gP <br /> 15.0' <br /> 15 +2/10 2 <br /> bTeg Poorly Graded GRAVEL (FILL): Brown: dry: loose: T00% Tine round <br /> grove+ from adjacent UST location. <br /> gP <br /> 16/181 #3 Lonertur <br /> �„ 21 Sand 18.0' <br /> SILTY SAND: Mottled light yedow brown Lo grayish brown: dry: loose. <br /> 55% fine sand: 45% sift with low plasticity: no odor. Native soil <br /> hofiIan. <br /> 20 12/18 11 <br /> Sm <br /> 1e/1e 23 <br /> 25 ,9/1a 26 - <br /> ,mu/ SRI/sand proportion varying; verticaiy discontinuous stringers of each <br /> sm at irregular intervals. <br /> �n +9/19 <br /> E 26 <br /> PVC Endaap <br /> 30 <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: Holtow Stem Auger, 9-53 Rig <br /> SAMPLING METHOD: California Split Spoon Sampler <br /> PROJECT NO.: 19091 6.08 ® INTERNATIONAL <br /> CLIENT- Pacific Bell TECHNOLOGY <br /> LCC,-TICN- 345 N. San Joaauin. Stockton. California CORPORATION <br /> 190916-4t7 r..\UE04::%VADwELL1 <br />