LEACHATE_376"/12" HDPE DR 9 FMN6"/12" HDPE DR 9 F
M
N 6"/12" HDPE
D
R
9
F
M
N
1010
1020
1030
1040
1050
1060
1070
1080
1090
1100
1110
1120
1130
1010
1020
1030
1040
1050
1060
1070
1080
1090
1100
1110
1120
1130
1018.101018.9235+00 1032.301031.51044.221045.0236+00 1059.241060.01069.441069.9237+00 1084.701086.01096.351097.1238+00 1098.811100.01101.271102.5239+00 1103.731104.71105.181105.6240+00 1106.631106.81108.091108.5241+00 1109.541110.41109.931110.5242+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
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
I=1110.24 6" WI=1110.24 6" E
STA 241+71
HDPE MH - 72"Ø
BLDG HT. 5.5'
R=1114.74
AR - 17
SUMP 1109.24
I=1096.35 6" WI=1096.35 6" E
STA 238+00
HDPE MH - 72"Ø
BLDG HT. 5.5'
R=1100.85
AR - 16
SUMP 1095.35
6"/12" HDPE DR 9 FMN
6"/12" HDPE DR 9
F
M
N 6"/12" HDPE
D
R
9
F
M
N
AR - 17
10051015102510331035104510551050106010651075107010801085109010951100
110
5
1110
11051100
109010951085108010751070106510601055105010451044VMH - 18
S >>>MH 21
MH 20
M
P
P
P
PM
M
PP
P
P
P
CO
M
M
M
M
P
||
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||||||
||
SMHSNR=1040.65I=I=I=I=I=I=
S MHSNR=1046.78I=I=I=I=I=I=
S MHSNR=1043.95I=I=I=I=I=I=
SMHSNR=1043.93I=I=I=I=I=I=
S >>>>>>1070 1060108010901105111011101105
11001
0
9
010801
0
7
0
1
0
6
0
10
5
0
10
4
0
1005 10
2
0
235 236 237 238 239 240 241 242 243 244 245 246 247 248 249
250
PC: 248+77.03P
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:
2
4
9
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5
5
.
2
2
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4 PT: 250+24.73PI: 250+47.33PI: 2
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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\LAST THREE SHEETS VFG - PROPOSED FORCEMAIN - (5) - (1).dwg 3/1/2019 4:10:41 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 46
R
EXISTING GROUND PROFILE OVER
PROPOSED FORCEMAIN
PROPOSED FORCEMAIN PROFILE
FORCEMAIN PLAN & PROFILE
STA. 235+00 TO 250+00
36
FEETSCALE
0 50 100
HORZ.
FEETSCALE
0 10 20
VERT.
DUAL CONTAINED
FORCEMAIN
6"/12" HDPE DR 9 FMN
SEE DETAIL SHEET 6 FOR FORCEMAIN COVER BERM DETAIL
PREASSEMBLED SILT FENCE
LEGEND
EXISTING DRAINAGE FLOW
PA
BITUMINOUS TRAIL PATCH
EROSION CONTROL BLANKET,
SEED & FERTILIZER
6" HDPE DR 9 FORCEMAIN
R= 1100.65I=1096.15 6" W
I=1096.15 6" E
R= 1114.47I=1096.15 6" SI=1096.15 6" N
CONTRACTOR: Minger Construction
RECORD PLAN
ZGN 12-22-2020