Laserfiche WebLink
(ENT GROUT <br />40 PVC THREADED PLUG <br />40 PVC ADAPTER (SxFPT) <br />ILL <br />CEMENT GROUT <br />2' -6" <br />SAW CUT EXISTING <br />CONCRETE (TYP.) <br />NEW CONCRETE PAVEMENT (4000psi W/ <br />FIBERMESH) , <br />'6" THICK MINIMUk a <br />UNDISTURBED III III — III — CLEAN EARTH FROM <br />EARTH - III — III — III_ ORIGINAL MATERIAL OR <br />SELECTED EARTH. REFILL & <br />- III —III= COMPACT IN 4 " -6" LAYERS <br />o! <br />> <br />0 <br />U <br />Z_ <br />2' —O "t <br />(29) 1 " SCH. 80 PVC AIR SPARGE LINES <br />4" BLS (MIN <br />1' BLS <br />2" SCH. 40 PVC TO <br />MANIFOLD IN EQUIPMENT 1.5' BLS <br />COMPOUND <br />2' BLS <br />10' BLS <br />FINE SAND <br />11' BLS <br />FINE SAND <br />FILTER PACK <br />20/30 SILICA <br />SAND <br />2" SCH 40 PVC <br />SCREEN (0.010" SLOT) <br />AIR SPARGE WELL DETAIL (TYPICAL) <br />NOT TO SCALE <br />DRAWING CONFIDENTIAL: <br />THIS DRAWING AND ALL INFORMATION <br />CONTAINED THEREON IS AND SHALL RE— <br />MAIN THE PROPERTY OF HANDEX OF <br />FLORIDA, INC. AS AN INSTRUMENT <br />OF PROFESSIONAL SERVICE. THIS <br />INFORMATION SHALL NOT BE USED <br />WITHOUT THE FULL KNOWLEDGE <br />AND PRIOR WRITTEN CONSENT <br />OF HANDEX OF FLORIDA, INC. <br />SCALE VERIFICATION <br />THIS BAR REPRESENTS <br />ONE INCH ON THE <br />ORIGINAL DRAWING <br />0 1" <br />USE TO VERIFY FIGURE <br />REVISION DATE DESCRIPTION BY APPROVED <br />"" °T "JG GRADE <br />13' BLS <br />EXISTING GRADE <br />(19) 2" SCH. 40 PVC SVE LINES <br />ASPHALT PAVEMENT TRENCH SECTION <br />NOT TO SCALE <br />LOCKING GRIPPER PLUG <br />CEMENT GROUT <br />4 "x4 "x4" PVC TEE <br />W /2" REDUCER BUSHING <br />NATIVE SOIL <br />CEMENT GROUT <br />TOP OF SCREEN <br />FILTER PACK <br />20/30 SILICA <br />SAND <br />2' -6" <br />SAW CUT EXISTING <br />CONCRETE (TYP.) <br />UNDISTURBED <br />EARTH <br />(4) 1" SCH. 80 PVC AIR SPARGE LINES <br />ASPHALT PAVEMENT TF�ENCH SECTION <br />S CA LE NOT TO <br />4" SCH 40 PVC <br />SCREEN (0.020" SLOT) <br />8" DIA. BORE HOLE <br />18' BLS <br />4" SCH 40 PVC CAP <br />SOIL VAPOR EXTRACTION WELL DETAIL (TYPICAL] <br />NOT TO SCALE <br />2' -6" <br />SAW CUT EXISTING <br />CONCRETE (TYP.) <br />NEW CONCRETE PAVEMENT (4000psi W/ <br />FIBERMESH) <br />'6" THICK MINIMUk s <br />UNDISTURBED <br />EARTH <br />CLEAN EARTH FROM <br />ORIGINAL MATERIAL OR <br />ELECTED EARTH, REFILL <br />OMPACT IN 4 " -6" LAYE <br />2' —O "f <br />o! <br />> <br />0 <br />U <br />Z_ <br />4 <br />(3) 1 " SCH. 80 PVC AIR SPARGE LINES <br />(3) 2" SCH. 40 PVC SVE LINES <br />ASPHALT PAVEMENT TRENCH SECTION <br />S CA LE NOT TO <br />ENGINEER OF RECORD: <br />TORIA H. LYNCH, P.E DATE <br />FLA. REG. #49654 SIGNED: J <br />CAD FILE: A171 DT2 SCALE: N/A <br />DRAWN BY: J.ROBINSON DATE: 03 -07 -03 <br />CHECKED BY: DATE: <br />APPROVED BY: DATE: <br />111 Kelsey Lane <br />.�.®. HM p Suite E <br />Tam a, Florida 33619 <br />Practical Environmental Solutions Telephone (813) 626 -4646 <br />®® Fax (813) 626 -1898 <br />AIR SPARGE WELL, SOIL VAPOR EXTRACTION <br />WELL & PIPING CROSS=SECTION DETAILS <br />PROJECT No. <br />117949.007 <br />SHEET <br />4 of 6 <br />AMOCO_ #171 <br />�-(3 ) 2" SCH. 40 PVC SVE LINES <br />