LEACHATE_22880
890
900
910
920
930
940
950
960
970
880
890
900
910
920
930
940
950
960
970
930.410+00 923.17931.3923.56932.611+00 923.96933.7924.36933.612+00 924.76933.8925.15934.413+00 925.55934.8925.95935.214+00 926.35935.4926.74935.615+00 927.14936.0927.54936.216+00 927.94936.5928.33936.417+00 928.73936.6929.13937.318+00 929.53937.8929.92938.619+00 930.32939.2930.72939.620+00 931.12940.1931.51940.521+00 931.91940.6932.31940.922+00 932.71941.1933.10941.323+00 933.50941.6933.90941.924+00 934.30942.3934.69942.825+00
STA 10+40
R=931.11
EX SMH 1
I=934.69 6" SEI=934.69 6" NW
STA 25+00
DESIGN 4020 - 54"Ø
BLDG HT. 9.0'
R=942.73
AR MH 2
SUMP 933.69
STA: 10+40.00
ELEV: 923.09
1461 LF 6" HDPE DR 11 FMNSSl l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l
EX SMH 1 AR MH 2
10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25
BP: 10+00.00PI: 25+00.00TRANlllEl
lEEXXXXEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE>>18"CMP
INV 922.99BENCHMARKTOP NUT FIRE HYDRANTELEV 931.80
ASPHALTASPHALT
CONC
BARB WIRE FENCE
PIPE SIZE UNATTAINABLE
>>>>SMHSNR=931.11I=NWSEW900.19900.19I=I=900.19I=I=I=
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 4:06:34 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 46RFORCEMAIN PLAN & PROFILE
STA. 10+00 TO 25+00
21
FEETSCALE
0 50 100
HORZ.
FEETSCALE
0 10 20
VERT.
6" DRILL HDPE DR 11 FORCEMAIN
EXISTING GROUND PROFILE OVER
PROPOSED FORCEMAIN
GREAT NORTHERN CORRIDOR TRAIL
CONNECT TO EXISTING MANHOLE. CONSTRUCT DROP MANHOLE
(SEE DETAIL SHEET 5 FOR FORCEMAIN CONNECTION DETAIL)
PROPOSED FORCEMAIN PROFILE
21
DRILL PIT
6" HDPE DR 11 FMN
RESTORE AND MAINTAIN
TEMPORARY GRAVEL SURFACING
UNTIL BITUMINOUS PATCH
PAVEMENT IS INSTALLED
(TYPICAL AT ALL TRAIL PATCH
LOCATIONS)
BITUMINOUS TRAIL PATCH BITUMINOUS TRAIL PATCH
PREASSEMBLED SILT FENCE
LEGEND
EXISTING DRAINAGE FLOW
PA
BITUMINOUS TRAIL PATCH
PA
PA
PA
PA
DRILL PIT
EROSION CONTROL BLANKET,
SEED & FERTILIZER
7' to Invert
30.7' to
top of bench
RIM: 931.17
ELEV: 923.57
R=957.11
I= 949.42 6" SE
I= 949.42 6" NW
CONTRACTOR: Minger Construction
RECORD PLAN
ZGN 12-22-2020