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SAN JOAQUI N LOCAL HEALTH DISTRICT <br />pp SAMPLING PROTOC.AL FOR ROUTINE TANK REMOVALS <br />sampleslcollectedrshallsbeirepresentative ofter nativesollsrbeneathclosure <br />tank'spliance. Soil <br />invert (tank's bottom] at a collection depth not be exceed 2 - 4 feet. If contamination <br />is doctednto Sduring closure <br />edaan Unauthorized Release notification must be filled out and <br />JLHD <br />thin 5 <br />ection <br />WATER NOT PRESENT IN THE TANK PIT _._.-.---•----------- <br />TANK SIZE MINIMUM NUMBER OF LOCATION OF SOIL SAMPLES <br />SOIL SAMPLES <br />:_-,,=-.=.-:_.:-.�Fill or pump end of tank... <br />Less than 1000 gallons ONE per 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 tankggenerall spaced along <br />Eh 1 h of the tank <br />Piping <br />e en <br />ONE EVERY 20 LINEAL FEET — <br />WATER IS PRESENT IN TANK PIT <br />TANK SIZE <br />MINIMUM NO. OF <br />LOCATION OF SOIL <br />MUM NUMBER <br />OFIWAIT SAMPLES <br />SOIL SAMPLES <br />SAMPLES_ <br />i <br />10,000 GALLONS <br />From wall next to <br />tank ends at soil/ <br />OR LESS <br />(Single Tank) <br />TWOgroundwater <br />ONE <br />interface <br />GREATER0 <br />From wall next to <br />tank ends.at soil/ <br />ONE <br />110 GALLONS <br />groundwater <br />TANK CLUSTER <br />FOUR <br />interface_ _ <br />_ <br />OTHER S PEC I AL CONDITIONS <br />SLAB PRESENT IN TANK PIT <br />Soil samples shall be obtained beneath the slab within native soils. Penetration through <br />theobstruction <br />willwthenballowusampling acccordincollect <br />toethetabovemconditionsss•jcal removal of the <br />TANK SIZE MINIMUM NUMBER OF I LOCATION OF SOIL SAMPLES <br />SOIL SAMPLES <br />Less than 1000 gallons THREE per tank Center and ends or sides <br />1000 - 10,000 gallons FIVE per tank Center and ends or sides <br />10,001 gallons and up FIVEORMORE per Ends and Middle and <br />?he <br />spaced along <br />the leng h of the tank <br />EH 23 047 12/88 <br />REVISED 1/89 <br />