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SHEET
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. 2021, All Rights ReservedcH:\WASTEMAN_PR\R16115896\CAD\C3D\115896C301.dwg 11/13/2021 1:14:05 AMDESIGNED
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. Bittner
21814 03/01/2019
ELK RIVER LANDFILL INC.
WASTE WATER FORCEMAIN
KFB
KGA
KFB
R16.115896 46LANDFILL TANK 4 SITE PLANFEETSCALE
0 20 40
R
ACCESS ROAD
EXISTING TANK N
O
.
4
CONCRETE
LEGEND
20
ACCESS ROAD
ACCESS ROAD
ACCESS ROAD6"
/
1
2
"
FMN
(
TO
B
E
A
B
AN
DONNED
IN
P
LAC
E
)
(ABAN
D
O
N
N
E
D
I
N
P
L
A
C
E
)
EXISTING MH 10
CORE & BOOT
INV. 1027.39
8"/12" PVC SA
N
S
E
W
E
R
@
0
.
4
0
%
2"/4" F
M
N
3"/6" F
M
N
2"/4" FMN
3"/6" FMN
MH 20
SEE INSET "A" BELOW
8" CONCRETE SLAB
INSET "A"
1 4" BOOT @ 1028.0
2 6" BOOT @ 1028.0
3 6" BOOT @ 1036.0
4 4" BOOT @ 1028.0
5 6" BOOT @ 1028.0
6 BOOT @ MH INV6"PVCCATCH BASIN 22
DESIGN G
R = 1042.39
I = 1036.97
SEE DETAIL SHT 6
NOTE:
CONTRACTOR TO FIELD VERIFY DEPTH AND LOCATION OF ALL EXISTING
FORCEMAIN AND GRAVITY SEWER LINES PRIOR TO LIFT STATION
CONSTRUCTION.l l
l l l ll l>>l ll ll l>>2"/4" FMN3"/6" FMN6" PVC2"/4" FMN
8" PVC
3"/6" FMN
1 2
3
4
5
6 MH 20R = 1042.5
LOAD-OUT MH 21
SEE DETAIL
SHT. 5
VALVE MH 18
F&I
1 EA 6" X 4" TEE
1 EA 4" GV (FLANGED MJ)4"/8" FMN
VALVE MH 19
NOT TO SCALE
G
4"/8"
F
M
N
F
R
O
M
LOADO
U
T
M
H
2
1
6
"
/
1
2
"
HD
P
EDR
9
FMN
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"
/
1
2
"
HDP
E
D
R
9
FMN
MANHOLE 18
DESIGN 4020-60"Ø - PLAN VIEW
MH 24
RIM PLACED UNDER 12" BELOW GRADE
ARMH 25
8"/12" SAN SEWER @ 0.40%
26" Gas Main Crossing
FCMN over GAS
MIPT/
R
E
CI
R
C
UL
A
TI
O
N
S
T
U
B
C
A
P
APPROX 10'-12'
CONTRACTOR: Minger Construction
RECORD PLAN
ZGN 12-22-2020