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2450 Tracy Blvd. __ 575 Wcot Grant Line Rd — <br /> 30 <br /> 5 <br /> PP-6 PP-4 PP-1 <br /> 25 „ . ,,,..�w,,..:.. 0 <br /> Basement ,,` 510Y CLAY <br /> ALU <br /> /� _ _ -5 <br /> L :J <br /> Li U <br /> O TP-2 1 s �. <br /> 25ad -to °! <br /> De-watering Drains = <br /> j ! DIFECnON OF <br /> 10 — --7-- — `- GF011t�DWATEKFLOW '15 W <br /> uj <br /> 5 -20 <br /> 0 -25 <br /> -20 0 20 40 60 80 100 120 140 160 180 200 220 <br /> SECTION A-A' <br /> `v <br /> EXPLANATION m <br /> NOTES W <br /> Soil Affected by Gasoline ca <br /> 1 Top of basement slab is shown at as-built elevation, <br /> r <br /> - 2 Basement de-watering drains were installed at the <br /> Z Water Table (Elea 19 16 ft 04125196) 0 10 20 30 <br /> onginal-design elevation Horizontal Scale (feet) <br /> i, TP-2 Sampling Location in Test Pit <br /> SECTION THROUGH BASEMENT EXCAVATION <br /> PP-6 Sample Obtained in Sod Probe Property at 2484 Tracy Boulevard,Tracy,California <br /> Project Number 9602 Uig <br /> FIG 3 The San Joaquin company, Ing. Drawn 6y Diw I Date 1 0922/96 <br />