Laserfiche WebLink
i <br /> 1 <br /> , <br />' E49N40 <br /> E40N37 <br /> NO(8) + <br /> t E7N36 NO(8 5') + BE49N34 <br /> NO(8' <br /> NO(10') <br /> W4N33 <br />' ND(6') <br /> TPH De th,Ft <br />' ND 11 <br /> NO 125 <br /> ND 15 <br /> BW9N18 <br />' 2,967(10') • W5N18 E18N18 • E81N17 <br /> Over-excavated <br /> W25N16 ND(9 5) <br /> ND(8') E28N10 BE41N1S • NO (9) <br /> ND(7') W12N14 • S2-82 53(8') NO(5) • $E68N12 <br /> 70 $) Over-excavated <br /> TPH De th,Ft TPH Depth,Ft NO f10 5') <br /> NO (7') W14N10 • BE20N10 + E38NS 440 65 <br /> 1 <br /> NO(8 5') W14N10D Na 855 E2N6 ND(11') 938(5') 110 11 <br /> 1,708(W) E31N5 5 NO 15 <br /> Over-excavated <br /> E1N3 1060(5')S2-B 1 S2-134 E72N1 <br /> 21 (8) EI9N0 • NO (9 5') <br /> W5S1 • ND(9) <br /> ND(5) • E33 552 5 1 <br /> All distances relative to tlus reference point 1539 (5) <br /> E28S11 • • E67S10 <br /> 1188(5') 1325 Building NO (5 <br /> TPH Depth,Ft <br /> 35 65 <br /> 3,400 92 <br /> 530 137 <br /> LEGEND 17 18 S2-133 <br /> E1sN18 + Sample location is 18 feet east <br /> 20 (8') and 18 feet north of reference point Values <br /> represent TPH concentrations in mg/kg <br /> (ND = Not Detected) Sample depth below <br /> grade is Hated m parenthesis I Figure 3-2 <br /> Details of Soil Excavation and Soil Sampling <br /> • Location of Soil Samples Collected <br /> During Excavation Catellus Development Corporation <br /> 0 Soil Boring Location Showing TPH Former Tank Site #2 <br /> Concentration in mg/kg Stockton, California <br /> ® Sloped Excavation Sidewall <br /> SCALE 1"=10 EA0/ 11198 <br /> Excavation Bottom a 2996 ooMMu11 17 9s <br /> 0 10' <br />