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SN JOA <br /> AQUIN LOCAL i-iMU -rH DISTRICT <br /> SAMPLING PROTOCAL FOR ROUTINE TANK REMOVALS <br /> The following represents minimum sampling criterion required for closure compliance. Soil <br /> samples collected shall be representative of native soils beneath the tank's <br /> invert [tank's bottom] at a collection depth not be exceed 2 - 4 feet. if contamination <br /> is documented during closure, an Unauthorized Release notification must be filled out and <br /> submitted to SJLHD within 5 days. Section 2652, CCR. <br /> _— WATER NOTPRESENTIN THE TANK PIT <br /> TANK SIZE MINIMUM NUMBER OF LOCATION OF SOIL SAMPLES <br /> SOIL SAMPLES <br /> Less than 1000 gallons ONE per tank Fill or pump end of tank <br /> 1000 - 10,000 gallons TWO per tank One at each end of tank <br /> 10,001 gallons and up THREE OR MORE Ends and Middle or <br /> per tankgenerall spaced along <br /> the length of the tank <br /> Piping I ONE EVERY 20 LINEAL FEET <br /> WATER IS PRESENT IN TANK PIT <br /> TANK SIZE MINIMUM NO. OF LOCATION OF SOIL MINIMUM NUMBER <br /> SOIL SAMPLES SAMPLES OF WATER SAMPLES <br /> 10,000 GALLONS From wall next to <br /> OR( SS <br /> Single tank ends at soil/ <br /> (.,angle Tank) TWO groundwater ONE <br /> interface <br /> �A� THAN From wall next to ONE <br /> OR 10,000 GALLONS tank ends at soil/ <br /> TANK CLUSTERgroundwater <br /> FOUR interface <br /> OTHER SPECIAL CONDITIONS <br /> SLAB PRESENT IN TANK PIT <br /> Soiles <br /> ll be <br /> thelobstructionawilll bebrequired inath orderetolab collectithesamples. (Phystive soils. icalrremoval of the <br /> obstruction will then allow sampling according to the above conditions. ] <br /> TANK SIZE + MINIMUM NUMBER OF LOCATION OF SOIL SAMPLES <br /> [Less <br /> SOIL SAMPLES <br /> than 1000 gallons THREE per tankCenter and ends or sides <br /> 0 - 10,000 gallons FIVE per tank Center and ends or sides <br /> 001 gallons and up FIVE OR MORE per Ends and Middle and <br /> tank generally spaced along <br /> the length of the tank <br /> EH 23 047 12/88 <br /> REVISED 1/89 <br />