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APPROX. 90' BREUNERS FURNITURE STORE <br /> TO BUILDING EDGE (7676 PACIFIC AVENUE) <br /> OADfNG D SCK ATRASH � <br /> FORMER LOADING CONCRETE I <br /> 10,000-GALLON PLATFORM -- STORM--SIB - PAVING <br /> CAPACITY <br /> DIESEL TANK r a �#��__.__ TN (114') Li <br /> PP4 (3') ASPHALT <br /> "- PAVING u- <br /> EXPLANATION TS (14') <br /> TE(13')} Soil sample location 0� TANK PP3 I <br /> (number in parentheses = EXCAVATION <br /> indicates depth in Leet,below grade) BOUNDARY Z'5 .� PRODUCT <br /> IPE Z <br /> TPH Total Petroleum Hydrocarbons OVAPORM CL <br /> U RECOVERY PP2 `` U o <br /> BTXE Benzene(8),Toluene(T), PIPE (2•S )' � N <br /> Xylenes(X),Elhylbenzane(E) "I <br /> EDB Elhylene Dibromide PP1 `� DI <br /> (3') <br /> TPN,BTXE,EDB d ORGANIC LEAD ANALYSIS RESULTS(mgAg) <br /> SOIL SAMPLES TPH TPH B T X E EDB ORGANIC FORMER <br /> GAS DIESEL LEAD DISPENSER <br /> BENEATH TS-14 <10 <10 <0.025 <0.025 <0A75 <0.075 0.370 <0.05 ISLAND <br /> TANK TN-14 <10 <10 <0.025 <0.025 <0.075 <0.075 <0.125 <0.05 <br /> -•'w <br /> BENEATH PP1-3 <10 <10 c0.025 <0.025 1 <0.075 <0.075 0.190 <0,05 � ,7 <br /> PIPING& PP2-2.5 <10 <10 <0.025 <0.025 <0.075 <0.075 <0.125 <0.05 GATE <br /> DISPENSER <br /> ISLAND PP3-25 <10 <10 <0.025 <0.025 <0.075 <0.075 <0.125 <0.05 DRIVE <br /> PP4-3 <10 <10 <0.025 0.065 <0.075 <0.075 0.160 <0.05 T!-IROl1G}E <br /> cc 01-2.5 390 37 <0.025 <0,025 <0.075 <0.075 <0.125 <0.05 <br /> SAMPLES ANALYZED USING EPA METHODS GC•FIEW5030 FOR GASOLWE,GC-FID/3550 FOR DIESEL, 0 10 20 FEET <br /> AND 8020 FOR BTXE I I <br /> APPROXIMATE SCALE APPROXIMATELY <br /> 300' TO <br /> HAMMER AVE. <br /> Figure 2 : SITE PLAN SHOWING FORMER TANK AND SOIL SAMPLING LOCATIONS, <br /> EXCAVATION BOUNDARIES, AND CHEMICAL ANALYSIS RESULTS <br /> Project No. 1786 (BREt1NERS-STOCKTON) L E V I N E • F R I C K E <br /> CONSULTING ENGINEERS AND MYDROGEOL004STS <br /> 1786%8NV09.EANaJs <br />