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1 2 C T ANK
<br />i L-50 GALLON SEPTI
<br />EFFLUENT FILTER & HIGH LEVEL ALARM
<br />EFFLUENT 1
<br />-74 kO %o- Mw Hemy Duty
<br />ro"ded Sewer Pipe,
<br />m
<br />S4e Grothrid
<br />A" frimffisw
<br />24 in. F5m cmd W (ut
<br />Of neor ground
<br />Surfoce) ,
<br />COAA to —
<br />contfol pone!
<br />Conduit se(
<br />LEVI, r,,W-
<br />. . . . . . . . . . . . . . . . .
<br />ORENCO BiOTUBE EFFLUENT
<br />FILTER #FT0444-36
<br />!LISTED SPLICE BOX U.L.LFOR WET CONDITIONS
<br />ONE PVC PIPE FOR RAND :E
<br />24 Inch Dia. I
<br />Currk*ed Sem
<br />Irm
<br />-1250 GALLON LIFT
<br />t
<br />D P VIE DF PRDPDS'L--!-). DRAINFIEL-1-j" SWEEP, RALL. VALVI-
<br />ANQ VALVE BOX Al 7�
<br />END OF EACH LATERAt
<br />—MA
<br />Supply Line sand Manifold L----2' LATERALS
<br />NOTES:
<br />IAVOID COMPACTION Or THE DRAINFIELD AREA BLFORE.DURING AND AFTER CONSTRUCTION. DO NOT TRAVERS,E OVER ME DRAINRELD AREA DURING THE WINTER V.0,N,7Hs,
<br />2 -SEE ATTACHED SHEETS FOR ADDITIONAL CONSTRUCTION DETAILS.
<br />3.SITE Pi -AN PREPARED BY OR UNDER THE SUPERVISION OF KEVIN J. KLOEPPNER , LICENSE # 208,
<br />EXT
<br />� ISTING ELEVATIONS:
<br />BENCH MARK=100.00
<br />(THRESHOLD OF EAST "VALKOUT DOOR)
<br />WATER i.EVEL OF POND ON 9-22--00=90.66
<br />GRADE ABLOVE C[SSP0031- #1=98.56
<br />OUTLET INVERT CIESSPEIAL #1=96,-76
<br />GRADE ABOVE CESSPOOL #2=99,48
<br />OUTLET INVERT CESSPOOL #P=97,00
<br />BORING#1=10' ' �I50
<br />BORING#2z105,10
<br />BORINF3#3-1105.60
<br />PROPOSED ELIEVATIONS!
<br />POST
<br />PLICE BOX INLET jNVFRT OF IST SEPTIC TANK= 36.00+-
<br />INLET INVERT OF ?-ND SEPTIC TANK: --95,50+-
<br />NDUIT (SEAL ROTH ENDS)
<br />INLET INVERT OF LIFT TANK= --94,150+-
<br />INVERT OF 2' SUPPLY LINE THROUGH RISER WALL
<br />OF LIFT TANK=96,16-f----
<br />!NVER7 OF MANJFOLD-1014,00
<br />INVERT OF DISTRIBUTION PIPES=1104.32
<br />BOTTDM OF TRENCHES=103,82
<br />CROSS SECTIONAL VIEW OF TRENCH
<br />�ESTAlk.iSi4 VEGEIKOVE COVER
<br />^,,-141 Of' Soil Over Fabric
<br />COVER RUCK WITH
<br />GEMEXTILE COVER
<br />3
<br />P' OF ROCK A110 -VE PIPL
<br />2' DISTRIBUT1133 PIPE
<br />1— E r"4 sL:
<br />162.5 NORTH .FEIRNDALE ROAD
<br />WAYZATA, _?41V 55391
<br />PART [IF
<br />-fVER-NMCNT 1.,OT 3, SECTTON 36, TOWNSHIP 118, RANGE 23,
<br />HENt4t-P-B4 YMN,
<br />N
<br />NOTES-
<br />PLACE 4'X 8' SHEETS DIF 4' OF POLYSTRENE
<br />INSULATION ABOVE ANY SECTION [IF PIPING WITH
<br />LESS THAN 30' OF COVER,
<br />PLACE 24 INCH DIAMETER HEAVY DUTY
<br />CORRIGATED SEWER PIPE ABOVE EACH
<br />MAINTENANCE HOLE. ATTACH FIBERGLASS
<br />RISER COVERS TD TOP OF EACH RISER
<br />'\,,,IITH 'TOP OF 'COVER LEVEL WITH
<br />F T
<br />1NISHED GRADE.
<br />PUMP, CRUSH AND FILL ALL EXISTING TANKS,
<br />CROSS SECTIONAL VIEW OF VALVE
<br />BOX AND BALL VALVE ASSEMBLY
<br />1.51N. BALL VALVE
<br />HIGH PRESSURE FITTING
<br />Drill 1/4 inch hole
<br />near the top of
<br />the lateral
<br />PREPARED BY:
<br />/Grass Cover
<br />Cover
<br />REQUESTED BY:
<br />LAUME BASTIAENS
<br />ECOSYSTEMS EN(31NEERING
<br />333 EAST MAIN STIMEE=T PAGE -
<br />ELK RIVE.R,MN 553330
<br />DAT E: 9/29/00 SCALE:
<br />7--rj
<br />—MA
<br />Supply Line sand Manifold L----2' LATERALS
<br />NOTES:
<br />IAVOID COMPACTION Or THE DRAINFIELD AREA BLFORE.DURING AND AFTER CONSTRUCTION. DO NOT TRAVERS,E OVER ME DRAINRELD AREA DURING THE WINTER V.0,N,7Hs,
<br />2 -SEE ATTACHED SHEETS FOR ADDITIONAL CONSTRUCTION DETAILS.
<br />3.SITE Pi -AN PREPARED BY OR UNDER THE SUPERVISION OF KEVIN J. KLOEPPNER , LICENSE # 208,
<br />EXT
<br />� ISTING ELEVATIONS:
<br />BENCH MARK=100.00
<br />(THRESHOLD OF EAST "VALKOUT DOOR)
<br />WATER i.EVEL OF POND ON 9-22--00=90.66
<br />GRADE ABLOVE C[SSP0031- #1=98.56
<br />OUTLET INVERT CIESSPEIAL #1=96,-76
<br />GRADE ABOVE CESSPOOL #2=99,48
<br />OUTLET INVERT CESSPOOL #P=97,00
<br />BORING#1=10' ' �I50
<br />BORING#2z105,10
<br />BORINF3#3-1105.60
<br />PROPOSED ELIEVATIONS!
<br />POST
<br />PLICE BOX INLET jNVFRT OF IST SEPTIC TANK= 36.00+-
<br />INLET INVERT OF ?-ND SEPTIC TANK: --95,50+-
<br />NDUIT (SEAL ROTH ENDS)
<br />INLET INVERT OF LIFT TANK= --94,150+-
<br />INVERT OF 2' SUPPLY LINE THROUGH RISER WALL
<br />OF LIFT TANK=96,16-f----
<br />!NVER7 OF MANJFOLD-1014,00
<br />INVERT OF DISTRIBUTION PIPES=1104.32
<br />BOTTDM OF TRENCHES=103,82
<br />CROSS SECTIONAL VIEW OF TRENCH
<br />�ESTAlk.iSi4 VEGEIKOVE COVER
<br />^,,-141 Of' Soil Over Fabric
<br />COVER RUCK WITH
<br />GEMEXTILE COVER
<br />3
<br />P' OF ROCK A110 -VE PIPL
<br />2' DISTRIBUT1133 PIPE
<br />1— E r"4 sL:
<br />162.5 NORTH .FEIRNDALE ROAD
<br />WAYZATA, _?41V 55391
<br />PART [IF
<br />-fVER-NMCNT 1.,OT 3, SECTTON 36, TOWNSHIP 118, RANGE 23,
<br />HENt4t-P-B4 YMN,
<br />N
<br />NOTES-
<br />PLACE 4'X 8' SHEETS DIF 4' OF POLYSTRENE
<br />INSULATION ABOVE ANY SECTION [IF PIPING WITH
<br />LESS THAN 30' OF COVER,
<br />PLACE 24 INCH DIAMETER HEAVY DUTY
<br />CORRIGATED SEWER PIPE ABOVE EACH
<br />MAINTENANCE HOLE. ATTACH FIBERGLASS
<br />RISER COVERS TD TOP OF EACH RISER
<br />'\,,,IITH 'TOP OF 'COVER LEVEL WITH
<br />F T
<br />1NISHED GRADE.
<br />PUMP, CRUSH AND FILL ALL EXISTING TANKS,
<br />CROSS SECTIONAL VIEW OF VALVE
<br />BOX AND BALL VALVE ASSEMBLY
<br />1.51N. BALL VALVE
<br />HIGH PRESSURE FITTING
<br />Drill 1/4 inch hole
<br />near the top of
<br />the lateral
<br />PREPARED BY:
<br />/Grass Cover
<br />Cover
<br />REQUESTED BY:
<br />LAUME BASTIAENS
<br />ECOSYSTEMS EN(31NEERING
<br />333 EAST MAIN STIMEE=T PAGE -
<br />ELK RIVE.R,MN 553330
<br />DAT E: 9/29/00 SCALE:
<br />
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