W912P614B0008_McCook_Reservoir_Groundwater_Monitoring_Wells_RTA_Drawings.pdf
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MCCOOK RESERVOIR
GROUNDWATER MONITORING WELLS
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W912P6-14-B-0008Certified Final Documents - RTA
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STANDARD ABBREVIATIONS
GENERAL NOTES GENERAL NOTES FOR TRAFFIC CONTROL
GENERAL NOTES FOR SOIL AND ROCK BORINGS AND DRILL HOLE DATA
REPORTS. FOR REFERENCE TO THE REPORTS, SEE THE SPECIFICATIONS.
BORINGS AND DRILL HOLES; OR IN SUBSURFACE INVESTIGATIONS AND GEOTECHNICAL DESIGN
AS OTHERWISE INDICATED. DATES OF DRILLING ARE SHOWN ON THE LOGS OF SOIL AND ROCK
2. THE DATA ON THE LOGS ARE AS DETERMINED AT THE TIME OF DRILLING OF THE BORINGS OR
THE CONTRACT DOCUMENTS FOR ADDITIONAL INFORMATION.
1. THE CONTRACTOR IS ADVISED TO READ THE VARIOUS GEOTECHNICAL REPORTS LISTED IN
WITH RAILROAD CROSSINGS.
3. THE CONTRACTOR'S SITE TRAFFIC CONTROL PLAN SHALL INCLUDE COMPLIANCE
JOB SITE, INCLUDING REQUIREMENTS OF MWRDGC.
PLACARDS, SPEED LIMITS, DIRT, DUST, LIGHT, AND NOISE REQUIREMENTS ON OR OFF THE
OPERATING AT THE SITE. THE CONTRACTOR SHALL COMPLY WITH TRAFFIC SIGNAGE,
2. THE CONTRACTOR WILL SHARE COMMON ACCESS ROADS WITH OTHER CONTRACTORS
APPROVAL OF THE CONTRACTING OFFICER'S REPRESENTATIVE.
NO MODIFICATION OF THESE REQUIREMENTS WILL BE ALLOWED WITHOUT PRIOR WRITTEN
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" (MUTCD).
PROVISIONS, TRAFFIC CONTROL STANDARDS, TRAFFIC SPECIFICATIONS AND THE "ILLINOIS
1. ALL TRAFFIC CONTROL DEVICES USED ON THIS PROJECT SHALL CONFORM TO THE SPECIAL
REFERENCE SHEET LAGOON OVERFLOW INTERCEPTOR SECTIONS AND DETAILSZ-003 20
REFERENCE SHEET LAGOON OVERFLOW INTERCEPTOR PLANS AND PROFILEZ-002 19
REFERENCE SHEET SLUDGE PIPELINESZ-001 18
PUMP SCHEDULEM-601 17
MISCELLANEOUS DETAILSC-503 16
GROUNDWATER MONITORING WELL DETAILS C-502 15
GROUNDWATER MONITORING WELL DETAILS C-501 14
SITE PLAN MONITORING WELL G-07CS108 13
SITE PLAN MONITORING WELL G-06CS107 12
SITE PLAN MONITORING WELL G-05CS106 11
SITE PLAN MONITORING WELL G-04CS105 10
SITE PLAN MONITORING WELL G-03CS104 9
SITE PLAN MONITORING WELL G-02CS103 8
SITE PLAN MONITORING WELL G-01CS102 7
SITE KEY PLANCS101 6
BORING LOCATION PLANB-001 5
SURVEY CONTROL AND BENCHMARKSV-001 4
SITE PLAN, STORAGE STAGING, AND ACCESSG-003 3
SHEET INDEX, GENERAL NOTES, ABBREVIATIONS AND STANDARD SYMBOLSG-002 2
COVER SHEET, SITE & AREA MAP G-001 1
REFERENCENUMBER
TITLE SHEET SHEET
WATER LINEW
WATERSTOPWS
WORKING POINTW.P.
VERTICALVERT.
UNLESS NOTED OTHERWISEU.N.O.
TOP OF ROCKT.O.R.
TYPICAL(TYP.)
TUNNEL BORING MACHINET.B.M.
TUNNEL INTERSECTIONTI
TOP OFT/
TANGENT LENGTHT
CONCRETE WALL THICKNESSt
SYMMETRICALSYM.
STANDARDSTD.
STATIONSTA.
STAINLESS STEELS.S.
SHEETSH.
SECTIONSECT.
SCHEDULESCH.
ROUND�
VITRIFIED CLAY PIPEV.C.P.
RADIUS (HORIZONTAL DIRECTION)Rx
RIGHT OF WAYR.O.W.
REINFORCEMENTREINF.
REFERENCEREF.
ROOF DRAINR.D.
REINFORCED CONCRETE PIPER.C.P.
REINFORCED CONCRETER.C.
POINT OF TANGENCYPT
PROJECTIONPROJ.
POINT OF REVERSE CURVEPRC
POINT ON TANGENTPOT
POINT ON ALIGNMENTP.O.A.
POINT OF INTERSECTIONPI
POINT OF CURVATUREPC
PLATEPL
OUTSIDE DIAMETEROD
ON CENTERSO.C.
NUMBERNO.
NOT TO SCALEN.T.S.
NOMINALNOM.
NATURAL GAS PIPELINENGPL
NATURALNAT.
MATCH LINEM.L.
MONITORING WELLMW
MINIMUMMIN.
MANHOLEMH
MAXIMUMMAX.
LOW POINTL.P.
LONG LEG VERTICALLLV
LENGTH ALONG CURVEL
JOINTJT.
INVERTINV.
INSIDE DIAMETERID
HIGH POINTH.P.
GALVANIZEDGALV.
GAGEGA.
GAS LINEG
FLOORFL.
FINISHFIN.
FIBER OPTIC LINEFIBER
FOUNDATIONFDN.
EXTERIOREXT.
EXPANSION JOINTEXP. JT.
EXPANSIONEXP.
ELECTRIC LINEEx
END OF BORINGEOB
EMBEDDMENTEMB.
ELEVATIONEL.
EASTBOUNDE/B
DOWELSDWLS
DRAWINGDWG.
DEFLECTIONDEFL.
DIAMETERDIA.
DUCTILE IROND.I.
COMMUNICATION LINE / FIBERCx
CURVECRV
COUNTERSUNKC.S.K.
CONTINUOUSCONT.
CONCRETECONC.
COLUMNSCOL.
CLEAR COVERCLR.
CONTRACTING OFFICER'S REP.COR
CORPS OF ENGINEERSCOE
CORRUGATED METAL PIPEC.M.P.
CLEARCL
CENTER LINE
CONSTRUCTION JOINTCJ
CAST-IN-PLACEC.I.P.
CAST IRONC.I.
CENTER TO CENTERCC
CATCH BASIN CB
BOTTOMBOT
BOTTOM OFB/
APPROXIMATEAPPROX.
ALTERNATEALT.
ALUMINUMAL.
ADDITIONALADD'L.
ABOUTABT.
M A
Y
CONTRACTORS BEYOND LIMITS OF CONSTRUCTION (WELLS G-03 AND G-07).
7. THE CONTRACTOR SHALL NOT IMPACT OR IMPEDE MINING OPERATIONS OF MWRDGC AND ITS
CLAUSE 52-236-3, SITE INVESTIGATIONS AND CONDITIONS AFFECTING THE WORK.
6. THE CONTRACTOR SHALL INVESTIGATE THE SITE IN ACCORDANCE WITH THE CONTRACT
THE DISCREPANCY.
OFFICER'S REPRESENTATIVE SHALL DETERMINE MEASURES AS MAY BE REQUIRED TO RESOLVE
ANY SIGNIFICANT DISCREPANCIES THAT WILL INTERFERE WITH THE WORK. THE CONTRACTING
THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE CONTRACTING OFFICER'S REPRESENTATIVE
SITE FEATURES ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD.
5. LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING STRUCTURES, UTILITIES, AND OTHER
4. FOR ACCESS TO WELL SITES, SEE SHEET CS101.
MODIFICATIONS TO SEWERS MUST BE APPROVED BY MWRDGC.
CONSTRUCTION UNDER THIS CONTRACT, SHALL BE AT THE CONTRACTOR'S EXPENSE. ANY
ANY CHANGES OR MODIFICATIONS TO THESE EXISTING FACILITIES, DUE TO
DITCHES, DRAINS, MANHOLES AND ALL OTHER UTILITIES DURING CONSTRUCTION.
3. THE CONTRACTOR SHALL MAINTAIN IN SERVICE ALL EXISTING SEWERS, CULVERTS,
SHOWN ON SHEET NO. V-001.
2. FOR HORIZONTAL AND VERTICAL CONTROL, SEE CONTROL DATA INFORMATION
L. INGREDION INC., POC - THOMAS WASILOWSKI, UTILITIES MANAGER, (708-563-5365)
K. BP PIPELINE (NORTH AMERICA), INC. (1-800-548-6482, USE REF. MP 29.1)
J. WEST SHORE PIPELINE COMPANY (1-888-625-7310)
I. NGPL (KINDER MORGAN)
H. J.U.L.I.E. (1-800-892-0123)
G. ALL PROPERTY OWNERS WHERE CONSTRUCTION IS LOCATED
AND LEASEE'S OF MWRDGC PROPERTY
F. METROPOLITAN WATER RECLAMATION DISTRICT OF GREATER CHICAGO (MWRDGC)
E. AT & T
D. AMERITECH
C. NICOR
B. COMED
A. VILLAGES OF HODGKINS, BEDFORD PARK AND SUMMIT
IN THE FIELD AND WITH, BUT NOT LIMITED TO, THE FOLLOWING:
THE GOVERNMENT. THE CONTRACTOR SHALL VERIFY ALL SUCH DETAILS AND NOTES
UTILITIES SHOWN AND LOCATED ON THE PLANS, ARE NOT GUARANTEED ACCURATE BY
1. ALL DETAILS AND NOTES, RELATIVE TO EXISTING SURFACE AND UNDERGROUND
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US Army Corps
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DES PLAINES RIVER
SEWAGE DISPOSAL LAGOONS
SITE ACCESS ROUTE
LEGEND
ILLINOIS CENTRAL GOLF RAILROAD
MWRD RAILROAD
MWRDGC/LASMA MAINTENANCE AREA
USACE TRAILER LOCATION
SEE DETAIL A
(FOR REFERENCE ONLY)
NUMBERS (TYP)
FORMER LAGOON
CSX RAILROAD
ASPHALT ACCESS ROAD
DESIGNATED SITE ACCESS ROUTE
DES PLAINES RIVER
SITE ACCESS ROUTE
CHICAGO SANITARY AND SHIP CANAL
INTERSTATE I-55
L A G
R A
N G E R
O A
D (U .S . 4
D E S P
L A
IN
E S R
IV
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FOLLOW LASMA MARKED
TRUCK ACCESS ROUTE
ENTRANCE AT LA GRANGE ROAD
S
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DETAIL A - TRUCK ACCESS
TURN INTO DRIVE ON THE RIGHT.
VIA NORTHBOUND LA GRANGE RD. (RT. 45/US 20)
AND SHOULD USE ROUTE SHOWN ABOVE, IN DETAIL A. (BEDFORD PARK / SUMMIT, IL)
IT COMES UP FAST. SOUTHBOUND TRUCKS CANNOT GO UNDER BRIDGE
KEEP TO THE RIGHT. TURN INTO FIRST DRIVE AFTER RIVER. CAUTION,
G-03 AND G-07 - VIA SOUTHBOUND LA GRANGE RD. (RT. 45/US 20),
USE GRAVEL SERVICE ROAD TO ACCESS WELLS IN THIS AREA. (SUMMIT, IL)
TURN ONTO COLUMBIA DR., KINDER MORGAN LIQUID TERMINALS ENTRANCE.
G-04, G-05 AND G-06 - VIA S. ARCHER AVE. TO 8500 W 68TH ST,
HEADING EAST/SOUTHEAST TO RIVER RD., EAST ON RIVER RD. (HODGKINS, IL)
G-01 AND G-02 - VIA LA GRANGE RD. (RT. 45/US 20) TO 67TH STREET,
ACCESS ROUTES FOR THE PROPOSED WELLS ARE AS FOLLOWS:
I-2
67th S T R E E T
ARCHER AVE.
SANTA FE DRIVE
I-2
L A G
R A
N G
A D
M W
M W
M W
M W
M W
M W
M W
M W
MWRDGC/LASMA VISITOR'S CENTER
M A
Y
C. DES PLAINES RIVER STAFF GAGE
B. CHICAGO SANITARY AND SHIP CANAL DATUM POINT
A. BENCHMARKS BLA-1, ASE1, BLA-3
WORK LIMITS AND SITE ACCESS ROUTE:
TO THE FOLLOWING LASMA LOCATIONS OUTSIDE THE DESIGNATED
7. CONTRACTOR HAS RIGHT OF ACCESS IN THE PERFORMANCE OF HIS WORK
6. ANY CHANGES TO CONTRACT WORK LIMITS SHALL MEET THE APPROVAL OF THE COR.
FROM DAMAGE DUE TO STORM EVENTS.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING HIS STORED MATERIALS
PRIOR TO THE START OF WORK.
4. CONTRACTOR SHALL COORDINATE STAGING / STORAGE AREAS REQUIRED WITH THE COR
FOR EQUIPMENT DURING BLASTING SHALL BE SIGNED BY THE CONTRACTOR.
FOLLOW ALL SAFETY RESTRICTIONS AS DETERMINED BY THE QUARRY OPERATOR. A WAIVER
OCCURRING DAILY IN THE VICINITY OF STAGING AND WORK AREAS. THE CONTRACTOR MUST
AREAS OF WORK ACTIVITIES WITH MWRDGC'S CONTRACTORS. BLASTING WILL POSSIBLY BE
WHO WILL ALSO BE WORKING WITHIN THE PROJECT WORK LIMITS AND SHALL COORDINATE
3. CONTRACTOR SHALL COOPERATE WITH MWRDGC'S CONSTRUCTION CONTRACTORS
MANAGEMENT AREA (LASMA) TRAFFIC HAS ACCESS PRIORITY.
PRECAUTIONS TO ENSURE SITE SAFETY. MWRDGC OR LAWNDALE AVENUE SOLIDS
DESIGNATED SITE ACCESS ROUTE. CONTRACTOR SHALL TAKE ALL NECESSARY
CONSTRUCTION MAINTENANCE AND OPERATION TRAFFIC WILL ALSO BE USING THE
2. METROPOLITAN WATER RECLAMATION DISTRICT OF GREATER CHICAGO (MWRDGC)
BY THE CONTRACTOR AS NEEDED.
OFFICER'S REPRESENTATIVE (COR). ALTERNATE ACCESS ROUTES CAN BE USED
DESIGNATED ROUTES, UNLESS OTHERWISE APPROVED BY THE CONTRACTING
1. CONTRACTOR SITE ACCESS OR ALTERNATE ACCESS SHALL BE LIMITED TO THE
NOTES:
ARCHER AVE.
68th S
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BLA 1
BLA 3
ASE 1
N
HORIZONTAL & VERTICAL CONTROL POINTS
POINT
NORTHING (Y)
DESCRIPTION
ELEV. ELEV.
GENERAL NOTES
BRASS DISK
BRASS DISK
BRASS DISK
24.81
23.74
20.08
BLA 1
BLA 3
ASE 1
1854988.39 1116133.82
1122382.601864087.53
1123312.471865608.32
1200 0 1200 2400
SCALE IN FEET
604.10
603.02
599.38
604.10
(GEOID12A) (GEOID12A) (GEOID12A)
603.02 599.38
S U
R V
E Y C
O N
T R
O L A
N D B
E N
C H
M A
R K
S
IL EAST NAD83 STATEPLANE COORDINATES
EASTING (X) NAVD88 CCD
MONUMENTS ME1716, ME1780, ME1788, AND AJ2798.
5. ALL HORIZONTAL AND VERTICAL CONTROL POINTS ARE REFERENCED TO NGS
NAVD88 (GEOID12A)-579.29=CCD.
4. ALL ELEVATIONS SHOWN ARE REFERENCED TO THE CHICAGO CITY DATUM U.S. FEET.
COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM OF 1983 (2007), U.S. FEET.
3. ALL COORDINATES SHOWN ARE REFERENCED TO THE ILLINOIS STATE PLANE
IN THEIR BID.
EXISTING CONDITIONS AT THE TIME OF BIDDING, AND INCLUDE COSTS ACCORDINGLY
SHOWN. THE CONTRACTOR SHALL TAKE ALL NECESSARY ACTIONS TO ASSESS THE
2. EXISTING CONDITIONS DURING CONSTRUCTION MAY VARY AND DIFFER FROM THOSE
(NMAS) FOR 1:1,200 (1"=100') SCALE MAPPING AND 1-FOOT CONTOURS.
APRIL 11-14, 2009. THIS DATASET MEETS NATIONAL MAP ACCURACY STANDARDS
RANGING (LIDAR) SYSTEM, ARE AS FOLLOWS: NOVEMBER 21-23, 25, 26, 28, 29, 2008;
ASSOCIATED WITH A DATA COLLECTION MISSION USING A LIGHT DETECTION AND
CONDITIONS ON SPECIFIC DATES DURING 2008 AND 2009. THOSE DATES, WHICH ARE
THE 1-FOOT CONTOURS DESCRIBED IN THIS FEATURE CLASS REFLECT GROUND
1. THE 1-FOOT CONTOURS WERE INTERPOLATED FROM A DIGITAL TERRAIN MODEL (DTM).
M A
Y
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps
Chicago District
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A
/2
M C
M W
F Y P
S
B -0
.d
.S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
B-001
H
IC
A G
O L
A N
D U
N D
E R
F L
O W P
L A
N
C U
P
M C
C O
O K R
E S
E R
V O
IR
G R
O U
N D
W A
T E
R M
O N
IT
O R
IN
G W
E L L S
A P
R
IL
A N
S I
D
D S
C H
IE
M A
N N
D B
J O
H N G
R O
B O
S K I, P .E
B O
R
IN
G L
O C
A T
IO
N P
L A
N
REQUIREMENTS, REFER TO SPECIFICATION SECTION 33 24 13.
WELL ABANDONMENT, MW-05, IS INCLUDED IN SPECIFICATION SECTION 00 31 32 13. FOR ABANDONMENT
FOR BORING LOG DETAILS REFER TO SPECIFICATION SECTION 00 31 32.13. BORING LOG FOR PROPOSED
NOTE:
-2
-270
-270
-270 -270
-270
-1
-190
-190 -190-190
-190
-190
-190
-19
-1
-190
-160
-1
-1
-160
-110
-110 -110
-11
-110
-110
-110 -110
-110-110
-11
-1
-90
-90 -90 -90
-90
-9
-90 -90
-90
-90
-80
-8
-8
-80-80-80 -80-80-80
-60
-60 -60
-60
-60 -60
-60
-6
-60
-60
-60
-60
-6
-6
-60 -60
-60 -60
-60
-60
-4
-4
-4
-3
-3
-30
-3
-30
-3
-3
-3
-3
-30
-30
-30
-30
-2
-20
-2
-20
-20
-2
-2
-20
-2
-20
-20
-2
-20
-2
-20
-20 -20
-2
-2
-20
-20
-2
-2
-20
-2
-20
-2
-20
-20
-20
-2
-2
-2
-20
-20
-2
-2
-2
-20-2
-2
-2
-2
-2
-2
-2
-2
-20
-20
-2
-2
-2
-2
-2
-2
-20
-20
-20
-20
-20
-2
-20
-2
-2
-2
-20
-2
-2
-2
-20
-2
-2
-2
-10
-10
-10
-10 -10
-10 -10
-10
-10
000000
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
0 0 0 0 0 0 0
0 0 0
0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0
0 0 0 0 0
0 0
0 0 0 0 0 0 0
0 0
0 0 0 0 0 0
0 0 0 0 0
0 0 0 0
0 0
0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0
0 0 0 0 0 0 0
0 0 0
0 0 0
0 0 0
0 0
0 0 0 0 0 0
0 0
0 0 0
0 0 0 0 0 0
0 0 0 0 0
0 0 0 0
0 0
0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0
0 0 0
0 0 0
0 0
0 0
0 0
0 0 0 0 0 0 0 0 0
0 0 0 0
0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0
0 0 0
0 0
0 0
0 0 0 0
0 0
0 0 0
0 0 0 0 0
0 0
0 0 0
0 0 0 0
0 0 0
0 0 0
0 0
0 0 0 0 0 0 0 0
0 0
S W
A M
P x xx x x x xx
G
G
G
G
G GG
G
G
G G
G G
G G
G
G
G
G
G
G
G
F I
B E
R F I
B E
R F I
B E
R
F I
B E
R
F I
B E
R
F I
B E
R
F I
B E
R F I
B E
R F I
B E
R F I
B E
R F I
B E
R x xx x x x xx
G
G
G
G
G GG
G
G
G G
G G
G G
G
G
G
G
G
G
G
F I
B E
R F I
B E
R F I
B E
R
F I
B E
R
F I
B E
R
F I
B E
R
F I
B E
R F I
B E
R F I
B E
R F I
B E
R F I
B E
R
M W
10 10
10 10
10 10
10101010
1010101010101010
101010101010 101010
10101010
101010
10 10 10 10
10 10
10 10
10 10 10
10101010
0 10
10 10
10 10
10 10
10 10
10 10
10 10
10 10
10 10 10 10
10 10
10 10 10 10 10
10 10
10 10 10
10 10
10 10 10 10 10
10 10 10 10 10 10 10 10 10
10 10
10 10 10 10 10
10 10
10 10
10 10 10 10 10
10 10 10
10 10
10 10
10 10
10 10
101010
101010
101010
10101010
20 20
20 20
202020
202020
20 20 20 20
20 20
202020
20 20
20 20 20 20 20 20
20 20
20 20 20
20 20
20 2
202020
202020
202020
20202020202020
2020202020202020
20 20 20 20
202020
20 2
202020
202020
202020
20 20
20 20 20 20 20 20
20 20
20 20
20 20
20 20
20 20
20 20 20
20 20
202020
202020
20 20 20 20
20 20
20 20 20 20
20 20
20 20
20 2
20 20
20 20
30 30 30
0 30
30 30
30 30
30 30
30 30 30 30
30303030
30 30
30 30
303030303030
30 30
30 30
3030303030
30 30 30 30
40 40
404040
40 40
40 40 40 40
50 50
50 50 50
50 50
60 60
60 60
90909090
909090
100 100 100
110110
A R
C
A R
C
TUNNEL
A R
C
CONVEYOR
S W
A M
P
S W
A M
P
S W
A M P
SWAMP
S W
A M
P
S W
A M
P
SWAMP
S W
A M
P
S W
A M
P
S W
A M
P
C B
C B
C B
C B
W
S
C B
S
C B
C B
C B
S
S
W
S
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps
Chicago District
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A
/2
M C
M W
F Y P
S
C S .d
.S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
CS101
H
IC
A G
O L
A N
D U
N D
E R
F L
O W P
L A
N
C U
P
M C
C O
O K R
E S
E R
V O
IR
G R
O U
N D
W A
T E
R M
O N
IT
O R
IN
G W
E L L S
NN
600'0 300'
D S
C H
IE
M A
N N
D B
A N
S I
D
J O
H N G
R O
B O
S K I, P .E
CS108
CS107
CS105
CS103
CS102
CS104
CS106
FUTURE STAGE 2 RESERVOIR FUTURE STAGE 1 RESERVOIR
MWRD MAINSTREAM PUMP STATION
MWRD MAIN GATE ENTRANCE
DES PLAINES RIVER
CHICAGO SANITARY AND SHIP CANAL
PAVED LAGOON CROSS ROAD
APPROX. INVERT EL. -150 CCD
EXISTING 73RD ST. TUNNEL (12' ID)
APPROX. INVERT EL. -138 CCD TO -149 CCD
EXISTING VULCAN HAUL TUNNEL (20'W X 14'H)
APPROX. INVERT EL. -304 CCD TO -308 CCD
EXISTING DISTRIBUTION TUNNEL 'C' (11.5' ID)
M W
M W
M W
M W
M W
M W
M W
WELL ID NORTHING EASTING
COORDINATES
WELL LOCATION
PROPOSED WELL G-04
PROPOSED WELL G-06
PROPOSED WELL G-07
PROPOSED WELL G-01
PROPOSED WELL G-02
PROPOSED WELL G-03
APPROX. INVERT EL. -265 CCD
(UNDER CONSTRUCTION BY OTHERS)
EXISTING MAIN TUNNEL
S
IT
E K
E Y P
L A
N
M W
APPROX. INVERT EL. -150 CCD
73RD ST. TUNNEL (12' ID)
ABANDONED EXISTING
1,121,139.60 1,861,426.10MW-05
1,118,594.79 1,858,676.85 G-07
1,120,228.64 1,859,796.89 G-06
1,121,230.97 1,861,363.33 G-05
1,122,126.33 1,862,503.02 G-04
1,121,898.32 1,864,383.31 G-03
1,118,916.77 1,862,584.70 G-02
1,118,255.80 1,861,621.91 G-01
DECOMMISSIONED
WELL TO BE
MONITORING
MW-05 EXISTING
LAWNDALE RD. (ALSO LASMA RD.)
EXISTING SERVICE RD. (GRAVEL) EXISTING SERVICE RD. (GRAVEL) EXISTING SERVICE RD. (GRAVEL)
RIVER RD.
PROPOSED WELL G-05
M A
Y
CONSTRUCTION FACILITIES.
FOR APPROVAL IN THE CONSTRUCTION SITE PLAN PER SECTION 01 52 02 TEMPORARY
2. THE WORK LIMITS AS SHOWN ARE APPROXIMATE AND ADJUSTMENTS MAY BE SUBMITTED
1. SEE SHEET V-001 FOR DATUM INFORMATION ON WELL LOCATIONS AND WORK LIMITS .
NOTES:
W
RIVER ROAD
RIVER ROAD
0 10
10 10
20 20
20 20
20 20
20 20
S T
O R
A G
E
ATCHISON, TOPEKA & SANTA FE RAILROAD
INTERSTATE 55
B B
B B
B B
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
SWAMP
C B
C B
C B
C B
C B
C B
C B
C B
WW
SS
SS
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps
Chicago District
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A
/2
M C
M W
F Y P
S
C S .d
.S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
CS102
H
IC
A G
O L
A N
D U
N D
E R
F L
O W P
L A
N
C U
P
M C
C O
O K R
E S
E R
V O
IR
G R
O U
N D
W A
T E
R M
O N
IT
O R
IN
G W
E L L S
NN
S
IT
E P
L A
N
D S
C H
IE
M A
N N
D B
A N
S I
D
J O
H N G
R O
B O
S K I, P .E
M A
T C
H L
IN
E T
O C
S
G-01
100'0 50'
DES PLAINES RIVER
WL01
WL04
WL02
WL03
WL04 1,861,579.33 1,118,259.67
WL03 1,861,636.75 1,118,307.93
WL02 1,861,656.05 1,118,284.97
WL01 1,861,598.64 1,118,236.71
POINT NORTHING EASTING
WORK LIMITS
WORK LIMITS
M O
N
IT
O R
IN
G W
E L L G -0
MWRDGC PROPERTY LINES
ORIENTED TO PROTECT WELL FROM RIVER ROAD TRAFFIC. SEE SHEET C-503 FOR DETAILS.
EXISTING GRADE. BOLLARDS SHALL BE PAINTED SAFETY YELLOW ABOVE GRADE. BOLLARDS SHALL BE
FROM CENTER OF WELL. BOLLARDS SHALL BE INSTALLED A MINIMUM DEPTH OF 42 INCHES BELOW
SCHEDULE 40 GALVANIZED STEEL PIPE BOLLARDS SPACED EQUALLY AROUND WELL AND FIVE FEET
CONTRACTOR SHALL FURNISH AND INSTALL THREE 8-INCH DIAMETER BY 3-FOOT HIGH, CONCRETE-FILLED, NOTE:
M A
Y
RIV
ER R
OAD
10 10
10 10
20 20
20 20
20 20
S U
B S T
A T
IO
N
S U
B S T
A T
IO
N
ATCHISON, TOPEKA & SANTA FE RAILROAD
B B
DES PLAINES RIVER
T O
W E
R
T O
W E
R
CB
CB
CB
CB
CB
CB
C B
C B
C B
C B
C B
C B
C B
C B
SS
SS
WW
SS
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps
Chicago District
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A
/2
M C
M W
F Y P
S
C S .d
.S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
CS103
H
IC
A G
O L
A N
D U
N D
E R
F L
O W P
L A
N
C U
P
M C
C O
O K R
E S
E R
V O
IR
G R
O U
N D
W A
T E
R M
O N
IT
O R
IN
G W
E L L S
S
IT
E P
L A
N
NN
D S
C H
IE
M A
N N
D B
J O
H N G
R O
B O
S K I, P .E
A N
S I
D
M A
T C
H L
IN
E T
O C
S
100'0 50'
EXISTING DISTRIBUTION TUNNEL 'C'
EXISTING VULCAN HAUL TUNNEL
DES PLAINES RIVER
WORK LIMITS
WL05
WL08
WL07
WL06
GATE ENTRANCE
PUMP STATION
MAINSTREAM
WELL G-02
PROPOSED
M O
N
IT
O R
IN
G W
E L L G -0
PROPERTY LINES
MWRD
ORIENTED TO PROTECT WELL FROM RIVER ROAD TRAFFIC. SEE SHEET C-503 FOR DETAILS.
EXISTING GRADE. BOLLARDS SHALL BE PAINTED SAFETY YELLOW ABOVE GRADE. BOLLARDS SHALL BE
FROM CENTER OF WELL. BOLLARDS SHALL BE INSTALLED A MINIMUM DEPTH OF 42 INCHES BELOW
SCHEDULE 40 GALVANIZED STEEL PIPE BOLLARDS SPACED EQUALLY AROUND WELL AND FIVE FEET
CONTRACTOR SHALL FURNISH AND INSTALL THREE 8-INCH DIAMETER BY 3-FOOT HIGH, CONCRETE-FILLED, NOTE:
WL08 1,862,525.99 1,118,933.07
WL07 1,862,599.24 1,118,949.18
WL06 1,862,605.68 1,118,919.87
WL05 1,862,538.43 1,118,903.77
POINT NORTHING EASTING
WORK LIMITS
M A
Y
-30
-30
M W x xx x x x xx
G
G
G
G G
G G
G G
G
G
G
G
G
G
G
F I
B E
R F I
B E
R F I
B E
R
F I
B E
R
F I
B E
R
F I
B E
R
F I
B E
R F I
B E
R F I
B E
R F I
B E
R F I
B E
R
INTERSTATE 55
INTERSTATE 55
LASMA ROAD
30 30
30303030
30 30 30 30
40 40 40 40
B B
B B
C B
C B
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
T R
A C
K
IN
G N
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C O
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R A
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IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps
Chicago District
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
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A C
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/2
M C
M W
F Y P
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C S .d
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M Y C
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P S O
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A G
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A N
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N D
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F L
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C O
O K R
E S
E R
V O
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G R
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W A
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R M
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G W
E L L S
S
IT
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L A
N
NN
D S
C H
IE
M A
N N
D B
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H N G
R O
B O
S K I, P .E
100'0 50'
LINE
30" NGPL GAS
KINDER MORGAN
EASEMENT
KINDER MORGAN
SPRINT TOWER
CSX RAILROAD LINE
CENTERLINE OF
PROPERTY LINE
CSX RAILROAD
(EXISTING)
GROUT CURTAIN
OPTIC LINE
AT&T FIBER
LIGHT POLE (TYP)
WL09
WL11
WL10
WORK LIMITS
M O
N
IT
O R
IN
G W
E L L G -0
24" SLUDGE LINE
20" SLUDGE LINE
MWRDGC PROPERTY LINE
PROPOSED WELL G-03
POWER LINE
COM ED O/H
WL12
SEE SHEET C-503 FOR DETAILS.
ORIENTED TO PROTECT WELL FROM LASMA ROAD TRAFFIC AND NOT OBSTRUCT GATE SWING OPERATION.
EXISTING GRADE. BOLLARDS SHALL BE PAINTED SAFETY YELLOW ABOVE GRADE. BOLLARDS SHALL BE
FROM CENTER OF WELL. BOLLARDS SHALL BE INSTALLED A MINIMUM DEPTH OF 42 INCHES BELOW
SCHEDULE 40 GALVANIZED STEEL PIPE BOLLARDS SPACED EQUALLY AROUND WELL AND FIVE FEET
2. CONTRACTOR SHALL FURNISH AND INSTALL THREE 8-INCH DIAMETER BY 3-FOOT HIGH, CONCRETE-FILLED, SEE REFERENCE SHEET Z-001 FOR ADDITIONAL DETAILS ON SLUDGE PIPELINE LOCATIONS AND DEPTHS.
SHALL BE PROTECTED FROM DAMAGE IN ACCORDANCE WITH SPECIFICATION SECTION 33 24 13-3.3.1.
1. THE 24" AND 20" SLUDGE PIPELINES ADJACENT TO THE PROPOSED MONITORING WELL LOCATION
NOTES:
WL12 1,864,341.21 1,121,948.77
WL11 1,864,370.14 1,121,956.71
WL10 1,864,389.98 1,121,884.38
WL09 1,864,361.04 1,121,876.44
POINT NORTHING EASTING
WORK LIMITS
A N
S I
D
M A
Y
0 0 0
0 0 0
0 0
0 0
0 0
0 0 0 0 0 0 0 0
20 20 20 20
20 20
20 20 20
20202020202020
202020
ILLINOIS CENTRAL GOLF RAILROAD
CHICAGO SANITARY AND SHIP CANAL
S O
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IC
IT
A T
IO
N N
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P L
O T D
A T
E
T R
A C
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IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps
Chicago District
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
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C K
IN
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C O
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G R
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IN
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A N
S I
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100'0 50'
GAS
GAS
GAS
M A
T C
H L
IN
E T
O C
S
WORK LIMITS
WL13 WL14
WL15WL16
ACCESS ROUTE
LEGEND
M O
N
IT
O R
IN
G W
E L L G -0
EXISTING 73RD ST. TUNNEL
EXISTING ACCESS ROAD
PROPOSED WELL G-04
OVERHEAD POWERLINES
WL16 1,862,455.52 1,122,136.61
WL15 1,862,515.74 1,122,181.32
WL14 1,862,545.55 1,122,141.17
WL13 1,862,485.33 1,122,096.46
POINT NORTHING EASTING
WORK LIMITS
OVERHEAD POWER POLES
2.
FOR DETAILS.
EXISTING GRADE. BOLLARDS SHALL BE PAINTED SAFETY YELLOW ABOVE GRADE. SEE SHEET C-503
FROM CENTER OF WELL. BOLLARDS SHALL BE INSTALLED A MINIMUM DEPTH OF 42 INCHES BELOW
SCHEDULE 40 GALVANIZED STEEL PIPE BOLLARDS SPACED EQUALLY AROUND WELL AND FIVE FEET
1. CONTRACTOR SHALL FURNISH AND INSTALL THREE 8-INCH DIAMETER BY 3-FOOT HIGH, CONCRETE-FILLED, NOTE:
FACILITATE WELL INSTALLATION.
CLEARING OF TREES (LESS THAN 2-INCH DIAMETER) AND OTHER VEGETATION MAY BE NECESSARY TO
M A
Y
0 0
0 0 0
0 0 0
0 0 0 0 0
0 0
CHICAGO SANITARY AND SHIP CANAL
M W
SERVICE ROAD
SERVICE ROAD
0 10
101010
2020202020
20 20 20 20
202020
20 2
ILLINOIS CENTRAL GOLF RAILROAD
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
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D W
N B
Y
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D B
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D B
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A T
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A C
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IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps
Chicago District
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
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N M
A R
K T
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C O
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E R
V O
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G R
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W A
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R M
O N
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O R
IN
G W
E L L S
NN
S
IT
E P
L A
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D S
C H
IE
M A
N N
D B
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H N G
R O
B O
S K I, P .E
A N
S I
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100'0 50'
M A
T C
H L
IN
E T
O C
S
WORK LIMITS
ACCESS ROUTE
LEGEND M
O
N
IT
O R
IN
G W
E L L G -0
EXISTING 73RD ST. TUNNEL
EXISTING ACCESS ROAD
PROPOSED WELL G-05
WL17
WL19WL20
WL18
OVERHEAD POWERLINES
WL20 1,861,332.11 1,121,234.88
WL19 1,861,373.69 1,121,262.64
WL18 1,861,456.99 1,121,137.90
WL17 1,861,415.40 1,121,110.13
POINT NORTHING EASTING
WORK LIMITS
SODIUM HYPOCHLORITE A/G TANKS
(WATER INTAKE & DISCHARGE PIPES U/G)
INGREDION TREATMENT PLANT
CONTACTING J.U.L.I.E. SEE SHEET G-002 FOR CONTACT INFORMATION.
PRODUCT PIPELINES IN THE AREA. ALL OTHER PUBLICLY-OWNED UTILITIES SHALL BE VERIFIED BY
UTILITIES MANAGER IN THE WORK AREAS FOR WELLS G-05 AND MW-05. THE SAME SHALL APPLY FOR
2. CONTRACTOR SHALL VERIFY LOCATION OF ALL PRIVATELY-OPERATED UTILITIES WITH INGREDION INC., FOR DETAILS.
EXISTING GRADE. BOLLARDS SHALL BE PAINTED SAFETY YELLOW ABOVE GRADE. SEE SHEET C-503
FROM CENTER OF WELL. BOLLARDS SHALL BE INSTALLED A MINIMUM DEPTH OF 42 INCHES BELOW
SCHEDULE 40 GALVANIZED STEEL PIPE BOLLARDS SPACED EQUALLY AROUND WELL AND FIVE FEET
1. CONTRACTOR SHALL FURNISH AND INSTALL THREE 8-INCH DIAMETER BY 3-FOOT HIGH, CONCRETE-FILLED, NOTES:
TO BE DECOMISSIONED
EXISTING MONITORING WELL
MW-05
M A
Y
0 0
0 0 0
0 0 0 0 0 0
0 0 0 0 0
0 0 0 0
0 0
CHICAGO SANITARY AND SHIP CANAL
101010
20 20
202020
202020
S T
O R
A G E
T A
N K
S T
O R
A G E
ILLINOIS CENTRAL GOLF RAILROAD
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
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D B
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P L
O T D
A T
E
T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps
Chicago District
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
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V O
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G R
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C H
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N N
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12 20
J O
H N G
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S K I, P .E
100'0 50'
GAS
ACCESS ROUTE
LEGEND
WORK LIMITS
M O
N
IT
O R
IN
G W
E L L G -0
EXISTING ACCESS ROAD
PROPOSED WELL G-06
WL21
WL22
WL23
WL24
OVERHEAD POWERLINES
WL24 1,859,765.15 1,120,236.20
WL23 1,859,828.35 1,120,276.59
WL22 1,859,855.27 1,120,234.46
WL21 1,859,792.08 1,120,194.07
POINT NORTHING EASTING
WORK LIMITS
ABANDONED ELECTRICAL TOWER
ABANDONED ELECTRICAL TOWER
EXISTING 73RD ST. TUNNEL
A N
S I
D
M A
Y
FACILITATE WELL INSTALLATION.
2. CLEARING OF TREES (LESS THAN 2-INCH DIAMETER) AND OTHER VEGETATION MAY BE NECESSARY TO
FOR DETAILS.
EXISTING GRADE. BOLLARDS SHALL BE PAINTED SAFETY YELLOW ABOVE GRADE. SEE SHEET C-503
FROM CENTER OF WELL. BOLLARDS SHALL BE INSTALLED A MINIMUM DEPTH OF 42 INCHES BELOW
SCHEDULE 40 GALVANIZED STEEL PIPE BOLLARDS SPACED EQUALLY AROUND WELL AND FIVE FEET
1. CONTRACTOR SHALL FURNISH AND INSTALL THREE 8-INCH DIAMETER BY 3-FOOT HIGH, CONCRETE-FILLED, NOTES:
0 0 0 0 0
0 0
0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
A C
C E
S S R
O A
D
10 10
10 10
10 10
10 10
101010
202020
CHICAGO SANITARY AND SHIP CANAL
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
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P L
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A T
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T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps
Chicago District
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
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N M
A R
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G W
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13 20
G-07
100'0 50'
WORK LIMITS
M O
N
IT
O R
IN
G W
E L L G -0
EXISTING 73RD ST. TUNNEL
WL25
WL26
WL27WL28
OVERHEAD POWERLINES
WL28 1,858,635.78 1,118,608.97
WL27 1,858,675.98 1,118,638.71
WL26 1,858,699.77 1,118,606.55
WL25 1,858,659.57 1,118,576.82
POINT NORTHING EASTING
WORK LIMITS
LAGOON 22
FORMER SLUDGE
LAGOON 23
ACTIVE SLUDGE
HIGH-VOLTAGE OVERHEAD POWERLINES
MONUMENT SHALL BE PROTECTED BY THE CONTRACTOR DURING CONTRUCTION.
4. AN EXISTING SURVEY CONTROL MONUMENT IS WITHIN THE WORK LIMITS SHOWN FOR WELL G-07. THIS
THE CONTRACT.
ANY DEBRIS REMOVED SHALL BE DISPOSED PROPERLY AT AN OFFSITE LOCATION AND IS INCIDENTAL TO
3. MINOR DEBRIS (BRUSH) NEAR WELL LOCATION MAY BE NECESSARY TO REMOVED FOR WELL INSTALLATION.
ORIENTED TO PROTECT WELL FROM PAVED LAGOON CROSSROAD TRAFFIC. SEE SHEET C-503 FOR DETAILS.
EXISTING GRADE. BOLLARDS SHALL BE PAINTED SAFETY YELLOW ABOVE GRADE. BOLLARDS SHALL BE
FROM CENTER OF WELL. BOLLARDS SHALL BE INSTALLED A MINIMUM DEPTH OF 42 INCHES BELOW
SCHEDULE 40 GALVANIZED STEEL PIPE BOLLARDS SPACED EQUALLY AROUND WELL AND FIVE FEET
2. CONTRACTOR SHALL FURNISH AND INSTALL THREE 8-INCH DIAMETER BY 3-FOOT HIGH, CONCRETE-FILLED, DETAILS.
33 24 13-3.3.1. SEE REFERENCE SHEETS Z-002 AND Z-003 FOR APPROXIMATE LOCATION AND ADDITIONAL
LOCATION SHALL BE PROTECTED FROM DAMAGE IN ACCORDANCE WITH SPECIFICATION SECTION
1. THE 27" LAGOON OVERFLOW INTERCEPTOR IN THE AREA OF THE PROPOSED MONITORING WELL
NOTES:
M A
Y
TABLE 1
WELL ID GROUND EL. (CCD) CASING BOTTOM (CCD)
R A
N G
E F
O R L
E V
E L S
E N
S O
R
PUMP BOTTOM
N.T.S.
(SEE SECTION A-A)
ELECTRICAL LEAD FROM PUMP
3/4" SCH.40 PVC COMBINATION PROBE & VENT PIPE
LOOSE FIT VENT PIPE
10" DIA. MIN. BORE
TOP OF GROUND, EL.
( SEE TABLE 1 )
600V.,30A.,3-PRONG PLUG
BENT 1/4" BAR TO SUPPORT CABLE
3/4" MALE PIPE TO HOSE COUPLING & LOOSE FIT PVC DUST CAP
SEE COVER ASSEMBLY
1" CLEARANCE
SEE DETAIL "D"
/4
1/4" PL
3/4" WIDE X 1 1/4" LONG SLOTS
SCALE: 1"=1"
/4
/4
(COVER REMOVED)
SLOTS 2
SEE SECTION A-A
1"
SEE PLAN VIEW
6" DIA. SCHEDULE 80 PVC
SUMP
2' MIN.
SH. NO. C-502
1 1/2" DIA. PVC WATER LEVEL
(SH. NO. C-502)
1/4" STL PL.
1 1/2"
/8
1 1/4"
R
E F
5 3/4" DIA. BORE
N G
E I S T
O C
T A
L L E
D A
T
C C
D
A L L W
E L L S
/4
1" DIA. PVC DISCHARGE PIPE (SCH.80)
SENSOR CASING (SCH.40 PVC PIPE)
FOR COLLAR DETAILS SEE SHEET C-502.
CONCRETE COLLAR SLOPED AWAY FROM WELL..
1" BALL VALVE
1" x 3/4" REDUCING BUSHING
FOR EACH WELL
OF CASING ELEVATIONS
SEE TABLE 1 FOR BOTTOM
(CONCRETE COLLAR NOT SHOWN)
ELECTRICAL CABLE SUPPORT
ELECTRICAL CABLE SUPPORT
DRILL 6-1/4" VENT HOLES WITHIN CASING AT 4" CC
REMOVABLE SHACKLE PADLOCK
LOW FLOW WELL PUMP
SECURITY CABLE
STAINLESS STEEL
IN FIELD)
(TO BE DETERMINED
TOP OF ROCK,
BOTTOM OF WELL
12" DIA. GALVANIZED STEEL, SCHEDULE 10 PIPE
25/32" DIA. MANDREL BORE
/2
/4
8 1/4"
7.5"
SCALE: 1/2" = 1"
/2
-285
-285
-368
-285
-285
-285
-285
29.3
23.4
22.3
17.2
28.3
19.7
21.4
G-07
G-06
G-05
G-04
G-03
G-02
G-01
-75
-75
-250
-250
-250
-75
-75
1/4" DIA. BAR
/4
3 1/2"
DRAIN HOLE (TYP.)
SLOPE 1/8" TOWARD
ELEVATION
PLAN VIEW
SECTION A-A
HOLES AT 90º
4- 1/2" DIA. DRAIN
SEAL
WELL CAP
WELL SEAL
SECURITY CABLE
CONCRETE
4,000 PSI
BOTTOM EL. (CCD)
12 3/4"
CEMENT GROUT
6" MIN.
/2
M C
M W
F Y P
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C -5
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IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps
Chicago District
SHEET OF
A C
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B O
S K I, P .E
A N
S I
D
W E
L L D
E T
A
IL
S
SPECIFICATION SECTION 33 24 13.
ASSEMBLY, LOCKING MECHANISM AND RISER PIPE SHALL MEET OR EXCEED REQUIREMENTS IN
8. DETAILS AND DIMENSIONS SHOWN ON THIS SHEET ARE TYPICAL. GROUNDWATER WELL COVER
DEVICE SHALL BE INSTALLED WITHIN WATER LEVEL CASING PVC PIPE.
BE INSTALLED IN G-03 AT A DEPTH OF -20 CCD AND TO MANUFACTURER RECOMMENDATIONS.
7. BAROMETRIC COMPENSATION DEVICE REFERENCED IN SPECIFICATION SECTION 33 24 13 SHALL
WITH PIPES BOUND TOGETHER AT 20' INTERVALS MINIMUM.
6. DISCHARGE, SENSOR AND COMBINATION PROBE VENT PIPE COUPLINGS TO BE STAGGERED
5. ORIENTATION OF WELL HOUSING AND COVER TO BE AS DIRECTED BY THE COR.
GALVANIZED IN ACCORDANCE WITH ASTM-123 AFTER FABRICATION.
4. ALL STEEL UTILIZED IN COVER FABRICATION SHALL CONFORM WITH ASTM A-36 AND BE
3. ALL EXPOSED METAL EDGES TO BE GROUND SMOOTH, GALVANIZED AFTER GRINDING.
ENGINEERING; INCLUDED IN SECTION 00 31 32.13, APPENDIX A.
SYSTEM, GEOTECHNICAL BASELINE REPORT" SEPTEMBER 2011 BY BLACK & VEATCH
2. SUBSURFACE INFORMATION IS SUMMARIZED IN THE "CUP-MCCOOK RESERVOIR-MAIN TUNNEL
1. WORK THIS SHEET WITH SHEET C-502.
NOTES:
M A
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M C
M W
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C -5
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IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps
Chicago District
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
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N M
A R
K T
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IN
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IN
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H N G
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S K I, P .E
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S
C-503
H
IC
A G
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D U
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F L
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L A
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D S
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M A
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M A
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TOP
ROUND CONCRETE
FILLED W/ CONCRETE
8" Ø STEEL PIPE
PAVEMENT ONLY)
FILLER (CONCRETE
BITUMINOUS JOINT
OR PAVEMENT
FINISHED GRADE
FOUNDATION
CONCRETE
8"8"8"
BOLLARD DETAIL
& HAVE A MINIMUM WALL THICKNESS OF 0.322 INCHES.
NOTE: STEEL PIPE SHALL BE GALVANIZED (2.0 OZ. ZINC/SQ. FT.)
/2
M C
M W
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M -6
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P L
O T D
A T
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T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps
Chicago District
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
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N D
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U .S
A R
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P S O
F E
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IN
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M-601
H
IC
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A N
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L A
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M C
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G R
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W A
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IT
O R
IN
G W
E L L S
D B
MOTOR
DESIGN BASIS:
0-10
5E8
0-10
5E8
0-10
5E8
0-10
5E8
0-10
5E8
0-10
5E8
0-10
5E8
ITEM G-01 G-02 G-03 G-04 G-05 G-07G-06
DESCRIPTION MATERIAL
INTERMEDIATE BEARINGS
COUPLING
IMPELLER SEAL RING
CHECK VALVE SEAT
INDUCER
SHAFT, STRAPS, CABLE GUARD, PRIMING
INTERCONNECTOR, INLET SCREEN, PUMP
DIFFUSER CHAMBER, IMPELLER, SUCTION
CHECK VALVE HOUSING, CHECK VALVE,
DESCRIPTION MATERIAL
REDI-FLO4 PUMP END GRUNDFOS ENVIRONMENTAL MOTOR
FILL PLUG WASHER
DIAPHRAGM
MOTOR SHAFT
SAND SLINGER
NUTS
STATOR HOUSING, FILL PLUG SCREW
NEMA FLANGE, STUDS & FASTENERS,
WATER PUMP SCHEDULE
17 20
PIPE SIZE (IN)
DISCHARGE
PRESSURE (PSI)
MAX/MIN OPERATING
GPM
MODEL
TELFON®
329/420/431 SS
TELFON®
304 SS & TELFON®
304 SS
TEFLON®
FPM
431 SS
FPM
316 SS
304 SS
PUMPS SHALL BE SPEED CONTROLLED THRU VFD'S.
GRUNDFOS, REDI-FLO4, MODEL # 5E8, OR APPROVED EQUAL.
K Z
U M
B U
L E
V
P U
M P S
C H
E D
U L E
(OVERALL LENGTH-MAX. DIA)
PUMP DIMENSIONS
AMPS
VOLTS/PHASE
HP
26 3/16 - 3 31/32
6.7
230V/60Hz/3ph
26 3/16 - 3 31/32
6.7
230V/60Hz/3ph
26 3/16 - 3 31/32
6.7
230V/60Hz/3ph
26 3/16 - 3 31/32
6.7
230V/60Hz/3ph
26 3/16 - 3 31/32
6.7
230V/60Hz/3ph
26 3/16 - 3 31/32
6.7
230V/60Hz/3ph
26 3/16 - 3 31/32
6.7
230V/60Hz/3ph
S T
E V
E T
R E
H A
R N
E
M A
Y
/2
M C
M W
F Y P
S Z -0
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A T
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T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps
Chicago District
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E
U .S
A R
M Y C
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P S O
F E
N G
IN
E E
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C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
Z-001
H
IC
A G
O L
A N
D U
N D
E R
F L
O W P
L A
N
C U
P
M C
C O
O K R
E S
E R
V O
IR
G R
O U
N D
W A
T E
R M
O N
IT
O R
IN
G W
E L L S
S L
U D
G E P
IP
E L
IN
E S
R E
F E
R E
N C
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H E
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D S
C H
IE
M A
N N
D B
A P
R
IL
18 20
D S
C H
IE
M A
N N
A N
S
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