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DITCH LINING: ASPHALT CONCRETE OR QUARRY SPALLS
<br /> UNDERLAIN BY GEOTEX11LE FILTER COMPOSITE LINER,
<br /> 1'-6" - 2'-0" DEPTH (SEE DETAIL 3> DWG P6) PERIMETERSILT FENCE
<br /> 2';-0" MIN 5% SLOPE _ SEE DETAIL 6,' DWG P6 OPERATION/DRAIN GRADE INTERIM DETAIL 7 THIS DWG
<br /> DEPTH VARIES AS LAYER COVER TO DITCH
<br /> REQUIRED FOR GEOMEMBRANE
<br /> SOIL LAYER .. �. .r,�.. .. �
<br /> Y _ MINIMUM ���� SOIL BERM '
<br /> Pcb
<br /> ��% NIM SLOPE
<br /> � EXISTING
<br /> w
<br /> o _ - ,,.,,, r.,,,,,,,,;., COVER OVER ._ GROUND ,
<br /> u� rir ri 0 //. // r,rr r,,./,rrrr✓r„/rr,r
<br /> EXISTING LANDFILL
<br /> —
<br /> GEOMEMBRANE
<br /> - ,
<br /> —
<br /> CLAY LINER EE DETAIL 1, DWG P6)
<br /> iBARRIER LAYER �- — ";,,, l l „1
<br /> PEISTING
<br /> RIMETER I ROAD REFUSE , 0- ►� SUBGRAQEB`--�'' -
<br /> fi
<br /> — Y
<br /> GEOMEMBRANE
<br /> 6": MIN SAND LAYER
<br /> OVER GEOMEMBRANE EXISTING BACKFILL AND COMPACT 4'-0" BASE
<br /> LITTLE JOHNS CREEK SUBGRADE
<br /> V TYPE SURFACE WATER DITCH FOR CLOSURE ;(TYPICAL) CHANNEL BED ? Y<
<br /> SEE DETAIL 7, DWG SOIL
<br /> P6 NATIVE I INTERIM PERIMETER DITCH (TYP)
<br /> DETAIL 1 suecRAOE DETAIL 3
<br /> NO SCALE BASE LEACHATE COLLECTOR NO SCALE
<br /> DETAIL 2
<br /> NO SCALE
<br /> 1'-0” - V-6" CRUSHED SURFACING
<br /> .s
<br /> -- 3% SLOPE GEOTEXTILE SEPARATOR
<br /> FOUNDATION MATERIAL
<br /> n „F
<br /> TOP SOIL
<br /> DITCH LINING � y\ "' � GEOMEMBRANE
<br /> a COVER FOUNDATION `
<br /> YER `
<br /> 32' 6" CRUSHED SURFACING "' '� ",�,
<br /> 3% SL 18" BALLAST
<br /> 2 ��-� - REFUSE �-� 32' 6" CRUSHED SURFACING
<br /> D 1'-6" MINIMUM DITCH LINING: AC OR QUARRY j 3% S FOR DRAINAGE 18" BALLAST
<br /> INTERMEDIATE COVER SPALLS UNDERLAIN BY 2
<br /> GEOTEXTILE FILTER 1 ,
<br /> - -- REFUSE _�_ _� LANDFILL ACCESS ROAD- SUBGRADE
<br /> DITCH LINING: AC OR QUARRY FOR HORIZONTAL AND VERTICAL EXPANSION CLOSURE (TYP) LANDFlLL PERIMETER ROAD (TYP)
<br /> SPALLS UNDERLAIN BY
<br /> LANDFILL ACCESS ROAD (TYP)
<br /> GEOTEXTILE FILTER DETAIL 4 DETAIL 5 DETAIL '6
<br /> NO SCALE NO SCALE NO SCALE
<br /> 2x4 POST
<br /> ' WIRE MESH FABRIC
<br /> SILT FILTER FABRIC 32'
<br /> 2x4 BRACE
<br /> 4' 12, 12' 4'
<br /> WIRE MESH FABRIC
<br /> o SILT FILTER FABRIC 2% SLOPE 23� SLOPE
<br /> S/O
<br /> V/O
<br /> iv SEE DETAIL 9 1
<br /> THIS DRAWING N 2 �"� - SUBGRADE
<br /> GRAVEL BACKFILL
<br /> � 2:�, BASE ASPHALT PAVED ACCESS ROAD. (TYP) ASPHALT
<br /> o `o PAVEMENT
<br /> :
<br /> TOP SOIL DETAIL 10
<br /> 0 0
<br /> 4', x 4..
<br /> .,r .r. NO SCALE
<br /> WOOD POST, 8„
<br /> 10' MAXIMUM MIN �� 8" GRAVEL BACKFILL
<br /> SPACING
<br /> GEOTEXTILE OR POST 10' MAXIMUM SPACING 2x4 BRACES
<br /> GEOMEMBRANE
<br /> SILT FENCE TYPE 1 SILT FENCE TYPE 2 SILT FENCE TYPE 2 POST DETAIL
<br /> DETAIL 7 DETAIL 8 DETAIL 9 �oQRofEss�p�, 1h
<br /> �►!
<br /> NO SCALE NO SCALE NO SCALE
<br /> SILT FENCE USED ON INTERIM COVER W
<br /> AREAS FOR EROSION CONTROL
<br /> SILT FENCE USED ON FINAL CLOSURE COVERS. q 77 �
<br /> . r..fi... vee. .;Ne ,•' L e :. :.. ..' .. .} .l_,+.m::, ror rI/ J•.. 3
<br /> .: e' •.i , v'r2 ,,, Y .
<br /> J,l•�E, OF L�Epf� pNpt
<br /> y ch
<br /> E%Ptl 10-21-97' .
<br /> ISSUED FOR AU19TIN ROAD LANDFILL ;EXPANSION
<br /> REPORT OF DISPOSAL SITE•INFORMATION
<br /> NOVEMBER, 1996 - NOT FOR CONSTRUCTION r
<br /> t
<br /> N
<br /> o DRAWING NO.
<br /> PT
<br /> TITLE
<br /> SURFACE WATER CONTROL N�
<br /> AND `ROAD DETAILS
<br /> o DEPARTMENT OF PUBLIC WORKS
<br /> c CITY OF 'STOCKTON, CALIFORNIA
<br /> i SCALE AS' NOTED APPROVED Bv: .DATE SHEET Nb
<br /> DESIGNED BY
<br /> DRAWN BY S.C.S.
<br /> Y
<br /> APPROVAL !qT MC1r4
<br /> CHECKED BY M.A.H P.A.T. - 12em
<br /> RECORD MMS. dTtraioga�ln'
<br /> rroattaw a" .1CB Nb:
<br /> vi
<br /> 9A-1•
<br />
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