LEACHATE_386"/12" H
D
P
E
D
R
9
F
M
N
980
990
1000
1010
1020
1030
1040
1050
1060
1070
1080
1090
980
990
1000
1010
1020
1030
1040
1050
1060
1070
1080
1090
1100
1109.931110.5242+00 1109.341110.41108.691109.2243+00 1107.991108.41106.891107.6244+00 1105.081106.21103.271103.8245+00 1101.471101.61099.661100.2246+00 1095.311096.11081.501082.0247+00 1071.601071.11056.451057.2248+00 1040.541043.41036.791041.6249+00 1034.351040.01031.911039.5250+00 1029.461033.51029.001034.1251+00 1029.001040.6252+00 253+00
I=1029.00 6" SWI=1029.00 6" NE
STA 251+21
DESIGN 4020 - 60"Ø
BLDG HT. 10.1'
R=1038.14
WMH - 19
SUMP 1028.00
I=1037.54 6" WI=1037.54 6" E
STA 248+82
DESIGN 4020 - 60"Ø
BLDG HT. 5.5'
R=1042.04
VMH - 18
SUMP 1036.54
6"/12" H
D
P
E
D
R
9
F
M
NHALTM|
2
1020
1025
1030
1035
1040
1045
1050
1055
1020
1025
1030
1035
1040
1045
1050
1055
I=1037.54 6" WI=1037.54 6" E
STA 248+82
DESIGN 4020 - 60"Ø
BLDG HT. 5.5'
R=1042.04
VMH - 18
SUMP 1036.54
38 LF
4" HDPE FMN
@ -0.40%
STA 248+83
SANITARY MH - 48" Ø
BLDG HT. 5.6'
R=1043.41
MH 21
SUMP 1037.79
1025
1030
1035
1040
1045
1050
1025
1030
1035
1040
1045
1050
I=1028.00 8" S
STA 249+17
SANITARY MH - 48" Ø
BLDG HT. 15.6'
R=1043.64
MH 20
SUMP 1028.00
154' - 8" HDPE @ 0.40%154' 8" PVC@ 0.40%
I=1027.39 8" N
STA 248+52
R=1040.65
EX MH
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. 2019, All Rights ReservedcH:\WASTEMAN_PR\R16115896\CAD\C3D\PROPOSED FORCEMAIN - (5) - (1).dwg 3/26/2019 4:38:56 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 11/30/2018
ELK RIVER LANDFILL INC.
WASTE WATER FORCEMAIN
KFB
KGA
KFB
R16.115896 46FORCEMAIN PLAN & PROFILE
STA. 248+00 TO 251+70
37
FEETSCALE
0 50 100
HORZ.
FEETSCALE
0 10 20
VERT.
EXISTING GROUND PROFILE OVER
PROPOSED FORCEMAIN
PROPOSED FORCEMAIN PROFILE
DUAL CONTAINED
FORCEMAIN
DUAL CONTAINED
GRAVITY SEWER
DUAL CONTAINED
FORCEMAIN
R= 1043.60I=1039.1 6" WI=1039.15 6" E R= 1038.61I=1029.47 6" WI=1029.47 6" E
R= 1043.60I=1039.1 6" WI=1039.15 6" E
R= 1043.64
R= 1043.80I= 1028.22 8" SSUMP= 1028.22
ASPHALT
ASPHALT
GRAVEL
GRAVEL
GRAVELGRAVEL CONCRETE
MP
P
P
PM MP
P
P
MMMM||||||||||||||||||||||
||
||
A
L
A
RM
B
O
A
R
D
1
F
T
TA
L
L
ALARM
BOARD
IN
V
E
R
T
LY
S
IM
E
T
E
R
IN
V
E
R
T
C
O
L
L
E
C
T
ION
IN
V
E
R
T
1
8
"
P
O
L
Y
IN
V
E
R
T
6
"
S
MHSNR=1040.65I=I=I=I=I=I=>>>>>>>>>>>>>>>>>>>>>>>>l ll ll ll ll l
l l
l l
l l
l l
l l
l l
l l
l l
l l
l l
l l
l l l l l l l l l l l l
l l l l l l l l l l l l l l l l l l l l l l
l ll ll ll ll l
l l l l
l l
l l
l l
l l
l l
l l l l
l l
l l
l l
l l
l l
l ll l
l ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l
l l
l l
l l
l l
l l
l l
l l
l l
l l
l l
l l
l l l l l l l l l l l l l l
l l l l l l l l l l l l l l l l l l l l l l
>>>>>>>>>>>>>>>>>>>>>>>>l ll ll ll ll l
l l
l l
l l
l l
l l
l l
l l
l l
l l
l l
l l
l l l l l l l l l l l l
l l l l l l l l l l l l l l l l l l l l l l
l ll ll ll ll l
l l l l
l l
l l
l l
l l
l l
l l l l
l l
l l
l l
l l
l l
l ll l
l ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l
l l
l l
l l
l l
l l
l l
l l
l l
l l
l l
l l
l l l l l l l l l l l l l l
l l l l l l l l l l l l l l l l l l l l l l
ACCESS ROAD
6"
/
1
2
"
F
M
N
(ABAND
O
N
N
E
D
I
N
P
L
A
C
E
)
EXISTING MH 10
CORE & BOOT
INV. 1027.39
8"/12" PVC SAN S
E
W
E
R
@
0
.
4
0
%
2"/4" FM
N
3"/6" FM
N
2"/4" FMN
3"/6" FMN
MH 20SEE INSET "A" BELOW
8" CONCRETE SLAB
6"PVCCATCH BASIN 22
DESIGN G
R = 1042.39I = 1036.97SEE DETAIL SHT 6
LOAD-OUT MH 21
SEE DETAIL
SHT. 5
VALVE MH 18
F&I1 EA 6" X 4" TEE
1 EA 4" GV (FLANGED MJ)4"/8" FMN
MH 24
RIM PLACED UNDER 12" BELOW GRADE
ARMH 25
8"/12" SAN SEWER @ 0.40%
26" Gas Main CrossingFCMN over GAS
MIPT/
R
E
CI
R
C
U
L
A
TI
O
N
S
T
U
B
C
A
P
PPROX 10'-12'
ASPHALT
A
SP
HA
L
T
T
ANK
4
P
M||
||
||
||
||
||
||
||
||
|
||
||
||
||
||
||
||
||
||
CONCR
E
T
E
CON
CR
E
T
EWA
L
LOUT
L
E
T
S
IN
V
ER
T
LA
RG
E
SI
LV
E
R
PUM
PHOU
S
E
IN
V
ER
T
L
AR
GE
S
I
LV
ERl ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll l
l l
l l
l l
l l
l l
l l
l l
l l
l l
l l
l l
l l
l ll ll ll ll ll ll ll ll ll ll ll ll ll ll ll l
l l
l l
l l
l l
l l
l l
l l
l l
l l
l l
l l
l l
ACCESS ROAD
EXISTING TANK NO
.
4
ACCESS ROAD
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 INVl ll VC4" FMN
6" FMN
3
4
5
VALVE MH 19
CONTRACTOR: Minger Construction
RECORD PLAN
ZGN 12-22-2020