LEACHATE_36920
930
940
950
960
970
980
990
1000
1010
1020
1030
1040
920
930
940
950
960
970
980
990
1000
1010
1020
1030
1040
952.25963.4220+00 952.30967.9952.35972.3221+00 952.40970.3952.45965.5222+00 952.50963.3952.54962.7223+00 952.59964.8952.64964.7224+00 952.69965.2952.74965.7225+00 952.79966.6952.84969.2226+00 952.89969.4952.94971.4227+00 952.99977.0953.04978.0228+00 953.09978.2953.14978.2229+00 953.18974.8953.23970.9230+00 953.28965.4953.33963.3231+00 953.52961.0955.80965.2232+00 960.78972.7968.49979.7233+00 978.91980.8992.04992.7234+00 1004.081003.51018.101018.9235+00
I=952.22 6" SI=952.22 6" N
STA 219+63
DESIGN 4020 - 60"Ø
BLDG HT. 11.3'
R=962.47
WMH - 12
SUMP 951.22
I=953.29 6" SI=953.29 6" N
STA 230+60
DESIGN 4020 - 120"Ø
BLDG HT. 18.1'
R=970.40
VMH - 14
SUMP 952.29
1063 LF 6"/12" HDPE DR 11 FMN
298 LF 6"/12"
HDPE DR 9 FMN 6"/12" HDPE DR 9 FMNI=953.27 6" SI=953.27 6" N
STA 230+40
METERING MANHOLE 6' X 12" BOX
BLDG HT. 19.5'
R=971.00
MMH 13
SUMP 951.50
S 00°32'0
6
"
E
2
3
3
9
.
6
2
LOAD O
U
T
6"/
10
GRAV
ITY
L
IN
EFROM CEL
L
1
2
6"/10 GRAVITY LINE
F
R
O
M
C
E
L
L
1
1
3"/6" FMN FROM DC 1
&
3
6" LOAD OUT DRAIN
4"/8" FMN
T
O
T
A
N
K
4
3"/6" LOAD OUT
F
M
N
960 965965
970
970
965
960
965964
963
96
0
970 975 9
7
9
960
975
965
968
97
8
978
978
965
970
979
981 985
990
995 1000
1005
1015
1025
1033
964963
956
220
221
222
223
224
225
226
227
228
229
230
231
232
23
3
2
3
4
235PC: 226+46.98PT: 227+67.00PT: 229+81.60PC: 231+91.97PT: 233+
2
6.
0
1
220
221
222
223
224
225
226
227
228
229
230
231
232
23
3
2
3
4
235PC: 226+46.98PT: 227+67.00PT: 229+81.60PC: 231+91.97PT: 233+
2
6.
0
1
GRAVELGRAVEL GRAVELGRAVELPCOCOMVVMMMMMVV MVMCO||||||||
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|
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||||||||||||||||||||>SBALARMBOARDPUSH BUTTON
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EXT
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ISHER
CONCRETEC&G3FT TALLCHAIN
L
INK
FENCE
X X X X X X XXX
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MHSNR=974.21I=I=I=I=I=I=>>>||||||>>>>>>100510201000990VMH - 14
WMH - 12
MMH 13
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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. 2019, All Rights ReservedcH:\WASTEMAN_PR\R16115896\CAD\C3D\LAST THREE SHEETS VFG - PROPOSED FORCEMAIN - (5) - (1).dwg 3/1/2019 4:31:33 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 46REXISTING GROUND PROFILE OVER
PROPOSED FORCEMAIN
PROPOSED FORCEMAIN PROFILE
FORCEMAIN PLAN & PROFILE
STA. 220+00 TO 235+00
35
FEETSCALE
0 50 100
HORZ.
FEETSCALE
0 10 20
VERT.
DUAL CONTAINED
FORCEMAIN
WEST SIDE CONDENSATEMANHOLE
6"/12" HD
P
E
D
R
1
1
F
M
N
SEE DETAIL SHEET 5 FOR FORCEMAIN COVER BERM DETAIL
6"/12" DRILL HDPE DR 11 FORCEMAIN
DRILL PIT
6"/12
"
HDPE
DR
9
FMN
PREASSEMBLED SILT FENCE
LEGEND
EXISTING DRAINAGE FLOW
PA
GARVEL ACCESS ROAD
EROSION CONTROL BLANKET,
SEED & FERTILIZER
CONCRETE VV 15
LS 2
GREAT NO
R
T
H
E
R
N
C
O
R
R
I
D
O
R
T
R
A
I
L
NOTE:
CARRIER PIPE TO BE DR 9 BEGGINING AT STA. 230+60.
CASING PIPE TO REMAIN AS DR 11.
R= 970.875I=952.87 6" SI=952.87 6" N
R= 971.96I=954.16 6" SI=954.16 6" N
R= 964..21I=953.27 6" SI=953.27 6" N
CONTRACTOR: Minger Construction
RECORD PLAN
ZGN 12-22-2020