LEACHATE_3H P H M H P H M
DATE LIC. 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 LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OFTHE STATE OF MINNESOTA.
SHEET
Bolton & Menk, Inc. 2019, All Rights ReservedcH:\WASTEMAN_PR\R16115896\CAD\ENV\Plant 3D\Waste Management Lift Station 1\Orthos\DWGs\City Lift Station Plan & Section.dwg 3/1/2019 3:59:53 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
OFSINATURE:PRINTED NAME:TYPED OR Tejpal Singh Bala
4957403/01/2019
ELK RIVER LANDFILL INC.
WASTE WATER FORCEMAIN
TSB
TMJ
TSB
R16.115896 46
R
TOP PLAN - LIFT STATION 1 AND VALVE/METER VAULT MH 9
SCALE: 3/8"=1'-0"
1
3
1
3
6" SCH 40 WELDED STEEL
PIPE VENT WITH SEEPAGE
COLLAR CAST INTO TOP
SLAB. INCLUDE BIRD
SCREEN.
30"x54" CLEAR OPENING ACCESS
HATCH W/ SAFETY GRATING CAST
INTO TOP SLAB. VERIFY SIZE AND
LOCATION WITH PUMP
MANUFACTURER.
2'-6" CLEAR
OPENING
℄
WET
WELL
℄
WET
WELL
2'-3"℄
VALVE/
METER
VAULT
5'-0"
2'-6" CLEAROPENING
4'-6"CLEAR OPENING15'-8"
1'-3"
6" SCH 40 WELDED STEEL
PIPE VENT WITH SEEPAGE
COLLAR CAST INTO TOP
SLAB. INCLUDE BIRD
SCREEN.4'-6"CLEAR OPENING2'-3"1'-4"
PLAN - LIFT STATION 1 AND VALVE/METER VAULT MH 9
SCALE: 3/8"=1'-0"
12'-0"6'-0"℄
WET
WELL
℄
VALVE/
METER
VAULT
1
3
1
3
SUBMERSIBLE PUMPS
78"Ø PRECAST MANHOLE
SECTIONS W/ R4 JOINTS
6" 90°
STAINLESS
STEEL BEND
6" 90°
STAINLESS
STEEL BEND
30"x54" CLEAR OPENING ACCESS
HATCH W/ SAFETY GRATING CAST
INTO TOP SLAB. VERIFY SIZE AND
LOCATION WITH PUMP
MANUFACTURER.
6" STAINLESS
STEEL
FORCEMAIN
6" DIP
FORCEMAIN
6" MJ
COUPLING6" HDPE FORCEMAIN℄ ELEV.=954.3512" HDPE
CASING PIPE
6" STAINLESS
STEEL
FORCEMAIN
6" MJ
COUPLING
6" DIP
FORCEMAIN
8" PVC SAN. SWRINV. ELEV.=947.006" MJ
COUPLING
6" HDPE FORCEMAIN
℄ ELEV.=947.25
6" HDPE FORCEMAIN
℄ ELEV.=947.25
6" CHECK
VALVE
6" CHECK
VALVE
6" GATE
VALVE
6" 45°
BEND
6"x6"
WYE
1'-8"1'-0"
6"x4"
REDUCER
6" GATE
VALVE
6"x4"
REDUCER
4"
METER
6" DIP
FORCEMAIN
30"x54" CLEAR OPENING ACCESS
HATCH W/ SAFETY GRATING CAST
INTO TOP SLAB. VERIFY SIZE AND
LOCATION WITH PUMP
MANUFACTURER.
6" SCH 40 WELDED STEEL
PIPE VENT WITH SEEPAGE
COLLAR CAST INTO TOP
SLAB. INCLUDE BIRD
SCREEN.
6" SCH 40 WELDED STEEL
PIPE VENT WITH SEEPAGE
COLLAR CAST INTO TOP
SLAB. INCLUDE BIRD
SCREEN.
30"x54" CLEAR OPENING ACCESS
HATCH W/ SAFETY GRATING CAST
INTO TOP SLAB. VERIFY SIZE AND
LOCATION WITH PUMP
MANUFACTURER.
30"x54" CLEAR OPENING ACCESS
HATCH W/ SAFETY GRATING CAST
INTO TOP SLAB. VERIFY SIZE AND
LOCATION WITH PUMP
MANUFACTURER.
30"x54" CLEAR OPENING ACCESS
HATCH W/ SAFETY GRATING CAST
INTO TOP SLAB. VERIFY SIZE AND
LOCATION WITH PUMP
MANUFACTURER.2'-6"8" PVC SAN. SWR
INV. ELEV.=947.00
6" HDPE FORCEMAIN
℄ ELEV.=954.35
6" MJ
COUPLING6" DIP
FORCEMAIN
BASE ELEV.=944.75
BASE ELEV.=941.00
6" DIP
FORCEMAIN
6" MJ
COUPLING
78"Ø PRECAST MANHOLE
SECTIONS W/ R4 JOINTS
6" CHECK
VALVE 2'-6"2'-6"1'-8"1'-0"
4"
METER
6" GATE
VALVE
6"x4"
REDUCER
6"x6"
WYE
6" GATE
VALVE
PRECAST CONCRETE
VALVE/METER VAULT
STEM SUPPORT
VALVE ACTUATOR STEM
WITH NUT
ELEV.=961.70ELEV.=961.85
PRECAST TOP
SLAB
STAINLESS STEEL
LIFTING CHAIN
STAINLESS STEEL PUMP
GUIDE RAILS
6" 90°
STAINLESS
STEEL BEND
6" STAINLESS
STEEL
FORCEMAIN
6"x3" SS
REDUCER
6"x4"
REDUCER
SECTION - LIFT STATION 1 & VALVE/METER VAULT MH 9
SCALE: 3/8"=1'-0"
1
3
12" COMPACTED
GRANULAR FILL
NOTES:
1.ALL INTERIOR PIPING IN WET WELL SHALL BE
STAINLESS STEEL AS SHOWN.
2.ALL INTERIOR PIPING IN VALVE/METER VAULT SHALL
BE FLANGED FITTINGS AS SHOWN.
3.ALL EXTERIOR PIPING SHALL BE MECHANICAL JOINT
WITH MEGALUG RESTRAINT JOINTS.
4.FLEXIBLE WATERTIGHT SEAL TO BE PROVIDED AT ALL
PIPE PENETRATIONS AT VALVE VAULT AND LIFT
STATION. FLEXIBLE WATERTIGHT SEAL TO BE
APPROVED BY ENGINEER.
5.CONTRACTOR SHALL VERIFY EXISTING FORCEMAIN
ELEVATION.
NOTE: PIPING ROTATED FOR CLARITY
SEE PLAN FOR ORIENTATION.
12" COMPACTED
GRANULAR FILL
SLOPE GROUT TO
SUMP
12" THICK
PRECAST TOP
SLAB
1'-0"1'-0"
PRECAST CONCRETE
VALVE/METER VAULT
PIPE SUPPORT
(TYPICAL)
PIPE SUPPORT
(TYPICAL)7'-8"WET
WELL VALVE/METER
VAULT
10'-0"x18'-0"x12"
THICK BASE
12" HDPE
CASING PIPE
LEAVE A 5' LOOP IN
CABLE FOR
MAINTENANCE
PURPOSES
CABLE RACK
TO
2ND
PUMP
FLOAT SUPPORT PROVIDE 25 LB.
COATED PEDESTAL CAST IRON
WEIGHT WITH 18"Ø MIN. S.S. CABLE
FOR MOUNTING FLOATS
LOW LEVEL ALARM=942.25
LEAD PUMP OFF=942.75
LEAD PUMP ON=945.50
LAG PUMP ON=946.00
HIGH LEVEL ALARM=946.50 SUBMERSIBLE
PUMPS
FE
1
FE
1
18"X18"X3"
SUMP
SLOPE GROUT
TO SUMP 9"18"X18"X3"
SUMP3"1'-6"
R
REFER TO SITE PLAN FOR
GRADING AROUND LIFT
STATION AND VALVE/METER
VAULT.
REFER TO SITE PLAN FOR
GRADING AROUND LIFT
STATION AND VALVE/METER
VAULT.
REFER TO SITE PLAN FOR
GRADING AROUND LIFT
STATION AND VALVE/METER
VAULT.
3
LIFT STATION 1 PLAN & SECTION
ELEV.=960.70
ELEV.=961.18
10'-0" DIAMETER x 12" THICK BASE
SLAB W/ #4 @ 8" O.C. EW, EF, 2"
CLEAR COVER EF
SEE REINFORCEMENT
SCHEDULE SHEET 7
#5 @ 8" O.C. EW TOP (TYP)
#5 @ 12" O.C. EW BOTTOM (TYP)
2" CLEAR COVER EF 3 EQUAL SECTION HEIGHTSNOTE:
SEE SECTION 1 FOR
ADDITIONAL TOP SLAB
REINFORCING
REINFORCING
#5 @ 8" O.C. EW BOTTOM (TYP)
#5 @ 12" O.C. EW TOP (TYP)
2" CLEAR COVER EF
2 #5 DIAG. EA
CORNER (TYP)
2 ADD'L #5 EA SIDE OF
OPENING (TYP)2 #5 DIAG. EA
CORNER (TYP)
#5 @ 6" O.C. EW, BOTTOM
#5 @ 12" O.C. EW, TOP
2 ADD'L #5 EA SIDE OF
OPENING (TYP)
PAINT WET WELL PIPES,
VALVES AND FITTINGS
PAINT WET WELL PIPES,
VALVES AND FITTINGS
WRAP STRUCTURE
WITH GCL.
WRAP STRUCTURE
WITH GCL.
WRAP STRUCTURE
WITH GCL.
CONTRACTOR: Minger Construction
RECORD PLAN
ZGN 12-22-2020
8643210
Graphic Scale for 3/8"=1'-0"