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r x <br /> TABLE 3 <br /> COMPARISON OF CONFIRMATION SOIL SAMPLES TO ESLSI <br /> Former Fisco Warehouse (Howard Lenz Property) <br /> 1648 Shaw Road, Stockton, California <br /> (mglkg) <br /> Sample DepthEthyl X Ienes <br /> TPH-gasoline TPH-diesel Benzene Toluene benzene y <br /> I. D. (feet bsg) <br /> SHALLOW 50IL' <br /> P1-5 5 <1 <5 <0.005 <0.005 <0.005 <0.005 <br /> ......................................1111.. <br /> ............................................1111.....-... ........-1111..... <br /> P2-5 5 <1 <5 <0.005 <0.005 <0.005 <0.005 <br /> ESLs shallow IT 0.0449 ,10 <br /> DEEP SOIL' <br /> P1-10 10 33 2,600 <0.005 <0.005 <0.005 .0.005 <br /> ..........................................I.................................1 1.................1111...................11.1...........................1111......................................-........... <br /> P2-10 10 <1 <5 <0.005 .0.005 <0.005 .0.005 <br /> .......................................I..............-.........-.......<. ..............................7 0............I............-..........................--..-.......-.............. ..-111 1... <br /> P1-15 15 <0.005 .0.005 <0.005 .0.005 <br /> ......................................................................................................I..........................-........-................-.................................... ....... ... <br /> P2-15 15 <1 <5 <0.005 <0.005 <0.005 <0.005 <br /> .................................................................................... 11............-..................................... .................1 .......- ........-..-........... ..-.......... <br /> P1-20 20 920 6,100 <0.005 <0.005 <0.005 <0.005 <br /> ..1-1-..-l-........................1. 11..................................................................................I...........................................I.....I.-............ ......1 111... <br /> P2-20 20 <1 <5 <0.005 <OA05 <.O...0.05 .0.005 <br /> ...................I.......................................................................-. .........................I..................................................1111-..............-.... ....... <br /> P1-25 25 530 7,800 <0.005 <0.005 <0.005 <0.005 <br /> ............................................................-.................................................................................................................................- .-...........-.-............., <br /> P2-25 25 <1 <5 <0.005 <0.005 <0.005 .0.005 <br /> 1.11-1-.......................................................................................­..........................-.............................-1................................... <br /> .11-1......................................................................................... ..........................-..-.................-.........1...-..................... ........-..........-.....—... .... <br /> PI-30 30 1 220 580 <0.005 <0.005 1 <0.005 <0.005 <br /> 1-1-11......................................................... ........................................................................................... . .................11 ._ ................................. .................... <br /> P2-30 30 <1 <5 <0.005 <0.005 <0.005 <0.005 <br /> ......................................................... . ..........................................................:... ............................... ....................... .......... <br /> P2-35 35 <1 <5 <0.005 <0.005 <0.005 <0.005 <br /> 1.11.1-..........................................................-..................-...................................................................-..................................II <br /> ... . . <br /> P1-40 40 4 <1 <5 <0.005 <0.005 <0.005 •0.005 <br /> .............1.................... ............................................................................................................................1....................... ..111.. <br /> P2-40 40 <1 <5 <0.005 <0.005 <0.005 <0-005 <br /> .......11.1-1.........................11 1...........................I..........................................................I.-........................................................... .--.-........ <br /> P2-45 45 <1 <5 <0.005 <0.005 •0.005 •0.005 <br /> ...............................I...-...................-........I.-... ...........-............-.--..........................................................-.... . ..................... <br /> P2-50 50 <1 <5 <0.005 <0.005 <0.005 <0.005 <br /> 0 L <br /> ESLs dee '89 r83- -f:-9 *k <br /> Notes: <br /> 1: Environmental Screening Levels as established by the San Francisco Bay Regional Water Quality Control Board November 2007: <br /> ESLs based on shallow and deep soil in a commercial or industrial area where ground water is a potential drinking water resource. <br /> 2: Shallow soil as defined as"depth of one-meter or less may be appropriate for...commercial/industrial sites..."in the ESL glossary <br /> 3: Deep soil as greater than one-meter in depth <br /> mg/kg: milligrams per kilogram <br /> TPH: total petroleum hydrocarbons <br /> bsg: below surface grade <br /> ***BOLD values exceed ESLs <br />