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EB-2 GW <br /> T1-E 6Nf+,L TPHd 1,300 <br /> TPHd 240OC��ON Cx Concrete Seawall / TPHmo 3,200 <br /> TPHmo 10 s t / <br /> valve / TPHg X <br /> 50 <br /> TPHg 89 <br /> BTEX <0.005 \ teSide`1'lalk water <br /> BTEX <0..51 <br /> Tl-C 6' CW Coueve / 1 <br /> TPHd 890 1,100,000 \ star��ne EP 5 T T2-C 8' <br /> TPHmo 51 20,000 Abandonea W TPHd 1,900 T2 47 <br /> TPHg 360 2,500 \ \ Sheet-pile EB-2 TPHmo 17 <br /> \ Seawall TPHg 1,000 TPHmo 17 <br /> BTEX <0.025 <0.9 \ EP-5 BTEX <0.20 TPHg 87 <br /> UQ a B <0.025 <br /> T1-W T \ \ \ Tl-E T2-C __ y T <0.025 <br /> TPHd 51 <br /> \ Tl-C '- to E 0.036 <br /> TPHmo 32 X <0.025 <br /> TPHg 2.5 / T1-WI O �_�- \ T4-E G <br /> EB-3 GW BTEX <0.005 j 1 O EB-3 \\I EP-4 6 18' <br /> TPHd <40,000 1 ® �\ TPHd 16,000 270 <br /> TPHmo 800 EP-41 TPHmo <200 <10 <br /> TPHg 6,200 <br /> 1 3 1 \ TPHg 660 270 <br /> � � � 1 O � ''� 1� /�' \ 1� <br /> BTEX <0.15 <0.05 <br /> B 9.3 STOCKTO -� � Ta-w �r ,-' <br /> PROMENADE T3-W T3-E <br /> E 20 T4-E 8' <br /> X 24T3-W 6' / / = EB-1 TPHd 470 <br /> / EP-2 \ \ �,i��� \ \ TPHmo ND <br /> TPHd 400 \ TPHg 920 <br /> TPHmo 24 / ��\/ �/'� \ \ EP-3 7' B <0.20 <br /> TPHg <1.0 _EP-6T <0.20 <br /> BTEX <0.005 / \\\ \ (no samples colla tE 2.5 <br /> c`ed) \ TPHd 860 <br /> \ \ TPHmo <10 <br /> EP-1 <br /> (under construction) 1 x 6.5 <br /> TPHg 300 <br /> 10\% ne BTEX <0.05 <br /> �� Water li <br /> T3-E 6 <br /> TPHd 280 / \\\ <br /> TPHmo 32 //// \ EB-1 8' 16' GW <br /> TPHg 170 EP-2 T % / j \ TPHd 780 350 <1,000,000 <br /> BTEX <0.025 TPHd 1,000 Fence \ TPHmo 14 <10 5,100 <br /> TPHmo 21 / j �� \ \ TPHg 440 430 23,000 <br /> TPHg 580 / B <0.05 <0.05 2.9 <br /> BTEX <0.09 / T4-W 8 T <0.05 <0.05 1.6 <br /> TPHd 220 <br /> TPHmo 36 E <0.05 <0.05 7.5 <br /> Note: <br /> Adapted from a CAD file provided EP-1 7' 15' \ TPHg 1 X <0.15 < .15 .5 <br /> by the City of Stockton. TPHd <1.0 910 / Waterfront B 0.055 2 <br /> All locations area roximate. TPHmo <10 16 Towers T 0.10 <br /> pp TPHg <1.0 1,600 Parking Lot E 0.84 <br /> BTEX <0.005 <0.25 1X 1.68 <br /> Legend:Former underground storage tank <br /> '�i Fire hydrant(removed) - Extent of Waterfront Tower ownership BTEX Benzene,Toluene,Ethylbenzene,and total Xylenes Soil results in milligrams per kilogram(mg/kg)as parts per million N <br /> --- Abandoned petroleum piping A Geoprobe sampling location ND Not detected above laboratory reporting limits CW and GW results in micrograms per liter(gg/L)as parts per billion <br /> • Excavation sample location TPHd Total petroleum hydrocarbon-as-diesel CW Tank contents(liquid) <br /> • Test pit sample location TPHmo Total petroleum hydrocarbon-as-motor oil GW Grab groundwater sample 0 5 10 <br /> iI Approximate excavation limits TPHg Total petroleum hydrocarbon-as-gasoline < Less than laboratory reporting limits SCALE IN FEET <br /> FORMER EDISON STREET UST AREA FIGURE 4 <br /> DRAWN BY TJC <br /> Wa I I e c e Ku h I SHOWING PETROLEUM HYDROCARBON RESULTS CHECKED BY SAA <br /> a ASSOCIATES INC STOCKTON WATERFRONT PROJECT MGR SAANNi DATE 4/09 <br /> Stockton, California WKA NO. 7345.09 <br />