LEACHATE_6SHEET
DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSEDPROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Bolton & Menk, Inc. 2019, All Rights ReservedcH:\WASTEMAN_PR\R16115896\CAD\C3D\115896G003.dwg 3/1/2019 4:00:08 PMDESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
REVISION DATENO.
R
7533 SUNWOOD DR NW, SUITE 206
RAMSEY, MINNESOTA 55303
Phone: (763) 433-2851
Email: Ramsey@bolton-menk.com
www.bolton-menk.com
OF
Kevin F. Bittner21814 03/01/2019
ELK RIVER LANDFILL INC.
WASTE WATER FORCEMAIN
KFB
KGA
KFB
R16.115896 46DETAILS
6
NOT TO SCALE
GROUT INVERT
3/4" CRUSHED ROCK
PRECAST CONCRETE BASE
FORCEMAIN
2" STAINLESS STEEL TAPPING
SADDLE AND BALL VALVE
STEEL REINFORCED PLASTIC STEPS
COMBINATION AIR VACUUM
RELEASE VALVE
WITH ACCESSORIES
MnDOT DESIGN 54-4020 MANHOLE
MIN 3 - MAX 6
CONCRETE ADJUSTING RINGS
WITH NON-SHRINK GROUT
AND PLASTERED 1/2" THICK
INSIDE AND OUT
CASTING AS SPECIFIED
SANITARY MANHOLE 20
(SEE INSET "A", SHEET 19 FOR PIPE ANGLES)
27"46"16"5"
48"
1.RUBBER GASKET (TYP)
2.FLEXIBLE WATERTIGHT SEAL TO BE
APPROVED BY ENGINEER (TYP)
3.STEEL REINFORCED PLASTIC STEPS
SHALL BE A POLYPROPYLENE
PLASTIC REINFORCED WITH A NO. 2
DEFORMED STEEL ROD GRADE 60
4.MnDOT TYPE "B" ECCENTRIC
PRECAST CONCRETE CONE SECTION
TYPICAL FOR ALL MANHOLES
5.6" WIDE, 14" THICK BITUMINOUS
MASTIC WRAP FULL
CIRCUMFERENCE (WHEN
SPECIFIED)
6.4 - WAY PIPE BRACING
7.FLANGED ADAPTER W/CAP
8.RESTRAINED SLEEVE (TYP)
9. FUSED PIPE STUB (TYP)
6" MIN INTEGRAL
PRECAST CONCRETE BASE
5
5
MIN 3
MAX 6
CONCRETE ADJUSTING
RINGS WITH
NON-SHRINK GROUT
AND PLASTERED 1/2"
THICK INSIDE AND OUT
CASTING AS SPECIFIED WITH
CONCEALED PICKHOLES
4
1
3
2
2
8" HDPE DR 32.5
EXISTING RIM EL.
931.11
NEW 6" HDPE FORCEMAIN
CONNECTION
INVERT EL. 923.09
2
1
INSIDE DROP
NOT TO SCALE
REFER TO PLANS FOR
PIPE & ELEVATIONS
REQUIRED
8" PVC PIPE
ATTACHED WITH
RELINER PIPE
STRAPS
CORE & BOOT
EXISTING MANHOLE
FLEXIBLE WATERTIGHT
SEAL TO BE APPROVED BY
ENGINEER
SHAPE, DEPTH AND SLOPE
OF INVERT
TO BE APPROVED BY
ENGINEER
1
2
EXISTING INVERT EL.
899.77
(FROM AS-BUILT DWG)
DUAL CONTAINMENT FORCEMAIN DETAIL
NOT TO SCALE
HDPE CONTAINMENT PIPE
(SIZE PER PLAN)
HPDE FORCEMAIN
CARRIER PIPE (SIZE PER
PLAN)
WALL PENETRATION SEAL
NOT TO SCALE
CASING
MODULAR MECHANICAL SEAL
ASSEMBLE W/ SST BOLTS & NUTS,
AS SPECIFIED FOR WALLS 1'-0"
THICK OR THICKER, PROVIDE (2)
SETS OF MECHANICAL SEALS
RELINER STAINLESSSTEEL PIPE SUPPORT
FLEXIBLE PIPE
RELINER STAINLESSSTEEL PIPE SUPPORT
INFLUENT PIPE
(MIN. OF 2 PER DROP)
DOWN PIPE
EL = 9XX.XX
RELINER
DROP BOWL
INFLUENT BOWL SECTION VIEW
NOT TO SCALE
DUAL WALL PIPE CONNECTION
NOT TO SCALE
OVERSIZED PVC LINER SLEEVE
FERNCO ADAPTER
MECHANICAL RESTRAINT COUPLING
EXISTING LINER PIPE
EXISTING CARRIER PIPE
NEW LINER PIPE
NEW CARRIER PIPE
36"x36" CLEAR OPENING ALUMINUM
ACCESS HATCH CAST INTO TOP SLAB.
NOT TO SCALE
3/4" CRUSHED ROCK
HDPE CONTAINMENT
PIPE
PIPE STRAP
FLANGED
DIP WYE
45° BEND
FLANGED
CAP (TYP)
D.I.P.
2" MIN
3'
HDPE CARRIER PIPE
MANHOLE BOOT7' MIN BURY1'60" Ø MH
CONCRETE
MASONARY
BLOCK 12"MINCOVER
6" MIN INTEGRAL
PRECAST CONCRETE BASE
LOAD-OUT MANHOLE W/VALVE 21
NOT TO SCALE7.5' MIN BURY48" Ø MH
CONCRETE MASONARY
BLOCK
MnDOT DESIGN 48-4020 MANHOLE
MIN 3 - MAX 6
CONCRETE ADJUSTING RINGS
WITH NON-SHRINK GROUT
AND PLASTERED 1/2" THICK
INSIDE AND OUT
CASTING AS SPECIFIED
12"MIN6" MIN INTEGRAL
PRECAST CONCRETE BASE
PIPE STRAP
4" D.I.P.
3/4" CRUSHED ROCK
CAMLOCK QUICK
CONNECT
4" MJ
GATE
VALVE
36"x36" CLEAR OPENING ALUMINUM
ACCESS HATCH CAST INTO TOP SLAB.
HDPE MANHOLE 16 & 17
NOT TO SCALE
3/4" CRUSHED ROCK
HDPE CONTAINMENT
PIPE
PIPE STRAP
FLANGED
DIP WYE
45°
BEND
FLANGED
CAP (TYP)
D.I.P.
2" MIN
3'
HDPE CARRIER PIPE
MANHOLE BOOT4' MIN BURY1'72" Ø MH
CONCRETE
MASONARY
BLOCK 12"MINCOVER
CONTAINMENT PIPE
36"x36" CLEAR OPENING ALUMINUM
ACCESS HATCH CAST INTO TOP SLAB.
COVER
1" SCHEDULE 80 PVC OUTLET ARM
3" STAINLESS STEEL TAPPING
SADDLE AND BALL VALVE
COMBINATION AIR VACUUM
RELEASE VALVE
WITH ACCESSORIES
1" SCHEDULE 80 PVC OUTLET ARM
54" Ø MH
6"X3" TEE
GEONET
EXSITING SAN MH 1
EXSITING SAN MH 1
EL. 1028.0
EL. 1032.0
EL. 1033.0
EL. 1034.0
EL. 1035.0
EL. 1036.0
EL. 1043.6
6
7
8
9
1
2
3
4
5
AIR RELEASE MANHOLE 2, 3, 4, 5, 6, 7, 8
DESIGN 4020
WITNESS/CLEAN-OUT MANHOLE 11 & 19
1.159
12.75
CONTRACTOR: Minger Construction
RECORD PLAN
ZGN 12-22-2020