LEACHATE_34910
920
930
940
950
960
970
980
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1000
910
920
930
940
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960
970
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1000
947.73956.8190+00 947.67956.9947.62957.1191+00 947.57957.1947.51957.0192+00 947.46957.2947.41957.8193+00 947.36958.0947.30957.6194+00 947.25958.3947.20961.0195+00 947.14960.2947.09958.6196+00 947.04958.8947.00958.7197+00 954.06962.3952.64963.9198+00 951.83963.9951.03963.7199+00 950.22963.5949.42962.6200+00 948.61961.5947.81960.4201+00 947.00958.9946.34957.8202+00 945.98957.0945.91955.1203+00 946.13954.6946.64955.9204+00 947.45960.9948.40965.2205+00
I=947.00 6" SEI=947.00 6" NW
STA 197+27
14'X6' VALVE VAULT
BLDG HT. 17.0'
R=961.70
VV MH 9
SUMP 944.75
I=947.00 8" SW
I=947.00 6" SE
I=954.10 6" NE
STA 197+39
DESIGN 4020 - 78"Ø
BLDG HT. 20.9'
R=961.85
LS 1
SUMP 941.00
18 LF
6" DIP
@ 0.00%13 LF
6" DIP
@ 0.00%
29 LF 6"/12" HDPE @ 0.35%
755 LF 6"/12" HDPE DR 1
1
F
M
N
730 LF 6" HDPE DR 11 FMN
I=954.00 6" SWI=953.15 6" NE
STA 197+68
Sanitary Manhole 48"Ø
BLDG HT. 9.6'
R=961.76
VMH 10
SUMP 952.15
>
>
>
>
>>>>>>>>>>>>>>>>>>>>
8" PVC
FUTUR
E
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A
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S
E
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R
FU
TU
R
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SA
N
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l 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 lVV MH 9
LS 1 VMH 10
190 191 192 193 194 195 196 197198 199 200 201 202 203 204 205
PI: 192+25.44PI: 196+89.87PI
:
1
9
7
+
0
8
.
7
7
PI: 197+39.46
PI: 200+21.60CPO
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XXXXEDGE OF WETLAND
EDGE OF WATER
EDGE OF WATEREDGE OF WATER
EDGE OF WETLAND EDGE OF WATER
ASPHALT
A
S
P
H
A
L
T
G
RA
V
E
L
G
R
AV
E
L
G
RA
V
E
L
G
R
A
V
E
L
ASPHALT ASPHALT
SB
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\115896_C_ALIGN_1.dwg 3/1/2019 4:09:39 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 46
R
FORCEMAIN PLAN & PROFILE
STA. 190+00 TO 205+00
33
FEETSCALE
0 50 100
HORZ.
FEETSCALE
0 10 20
VERT.
GREAT NORTHERN CORRIDOR TRAIL22
1
S
T
AV
ENU
E
NW
6" DRILL HDPE DR 11 FORCEMAIN
QUINN
A
V
E
N
U
E
N
W
EXISTING GROUND PROFILE OVER
PROPOSED FORCEMAIN
PROPOSED FORCEMAIN PROFILE
DUAL CONTAINMENT
FORCEMAIN
DRILL PIT
6"/12" HDPE DR 11 FMN
6" HDPE DR 11 FMN
BITUMINOUS TRAIL PATCH
PROPOSED FINISHED
GRADE
PROTECT EXISTING
LIGHT POLE
NOTE:
SEE SHEET 11 FOR PARKING LOT
EROSION CONTROL AND SHEET 16
PARKING LOT SITE GRADING.
PREASSEMBLED SILT FENCE
LEGEND
EXISTING DRAINAGE FLOW
PA
BITUMINOUS TRAIL PATCH
EROSION CONTROL BLANKET,
SEED & FERTILIZER
R=962.16
R= 962.14I=954.48 SEI=953.81 N
R=967.816
CONTRACTOR: Minger Construction
RECORD PLAN
ZGN 12-22-2020