A22_Boulder_Stp_Exhibit_A_-_Revised_Sheet_C-1.pdf

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CHIEF, DESIGN BRANCH

Site PLAN xxxxxxxx xxxxxxxx

LENGTH OF CONSTRUCTION LIMITS.

SAFETY FENCING SHALL BE PLACED ALONG THE ENTIRE

UTILITIES PRIOR TO EXCAVATION.

THE EXACT LOCATION AND DEPTH OF ALL UNDERGROUND

APPROXIMATE AS SHOWN. THE CONTRACTOR SHALL VERIFY

POSITION OF THE EXISTING UNDERGROUND UTILITIES ARE

EDGES OF THE TREATMENT TANKS.

THE CONCRETE FOUNDATION EXTENDS 3'-O" BEYOND ALL OUTER

ALL TREATMENT PLANT TANKS ARE STEEL CONSTRUCTION.

COOPERATIVE, INC.

THE LOCAL ELECTRIC UTILITY CO. IS CLINTON COUNTY ELECTRIC

PIPES, BUILDINGS, AND TREATMENT EQUIPMENT TO BE REMOVED.

SITE TO VERIFY THE EXACT SIZE AND LOCATION OF THE EXISTING

IT IS THE CONTRACTORS RESPONSIBILITY TO VISIT THE WORK

GRADE.

ELECTRICAL CABLE CAN BE EXPECTED BELOW AND ABOVE EXISTING

NOT SHOWN. PIPING •" THRU 8" IN SIZE PLUS UNDERGROUND

ALL ABOVE GROUND AND BELOW GROUND PIPING AND VALVES ARE

EXCEPT AS NOTED, ASPHALT ROAD TO REMAIN.

UPPER MISSISSIPPI RIVER BASIN

DESIGN FILE:

CORPS OF ENGINEERS

U.S. ARMY ENGINEER DISTRICT, ST. LOUIS

ST. LOUIS, MISSOURI

PLOT DATE:

D

REVISIONS

SYMBOL DESCRIPTION DATE APPROVED

12345678

12348 7 6 5

A

B

C

D

A

B

C

D

PLOT SCALE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATE:

SUBMITTED:

DESIGN ENGINEER

SUBMITTED:

APPROVED:

SIZE DWG. CODE DRAWING NO.

$$$DESIGN$FILE$SPECIFICATION$$$

$$$$DATE-TIME$$$$

WATER AND WASTE WATER

K-C-5 /

BOULDER SEWAGE TREATMENT

KASKASKIA RIVER, CARLYLE LAKE, ILLINOIS

PLANT REPLACEMENT

jULY 2018

S

E

C I

V

L

D R

A W I

N G

R E

M O

V

X I

S T I

P A

V I

N G

MANHOLE TO REMAIN

NOTES:

1.

2.

3.

5.

6.

7.

8.

NORTHEAST CORNER

WITH PROJECT BOUNDARY AT

ALIGN CONSTRUCTION LIMITS

9.

4.

SAFETY FENCING LINE (TYPICAL)

CONSTRUCTION LIMIT LINE AND

EXISTING PAVEMENT TO REMAIN

5'

10. ASPHALT SURFACE EXTENDS 2' BEYOND THE FENCE LIMITS.

to remain

EXISTING LIFT STATION

OF BARBED WIRE.

6' CHAINLINK FENCE FENCE WITH 3 STRANDS

TO REMAIN

PREVENTER

BACKFLOW

TO REMAIN

WATER METER

EXISTING TREATMENT PLANT)

BASE LINE (CENTERLINE OF

EXISTING 1" water line existing chlorinator cabinet concrete footing

AT THE LAKE.

INSTALLATION TO INSURE GRAVITY FLOW TO THE OUTFALL DISCHARGE

THE NEW SEWAGE TREATMENT PLANT TREATMENT UNITS PRIOR TO

OF THE EXISTING 8" EFFLUENT LINE. THE CONTRACTOR SHALL LAYOUT

THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION AND ELEVATION

010' 10'

SCALE: 1" = 10'

N

DEMOLITION PLAN

EXISTING BOULDER SEWAGE TREATMENT PLANT

x x x x x x x x

GATE

SWING

8'-0"

GATE

SWING

8'-0" remain building to operator's existing existing extended aeration plant to be removed sludge drying bedclarifiers chlorination units aeration tanks tanks equalization lift station to remain sewer pipe from existing existing 4" pressure

TO BE REMOVED

TO REMAIN

EXISTING STORAGE

CABINET TO BE REMOVED

TO BE REMOVED

1/2"

B3ODTMLH

Typewritten Text

FOR INFORMATION ONLY

B3ODTMLH

Typewritten Text

B3ODTMLH

Line

SEWAGE TREATMENT SYSTEM

PLAN AND DETAILS

UPPER MISSISSIPPI RIVER BASIN

DESIGN FILE:

CORPS OF ENGINEERS

U.S. ARMY ENGINEER DISTRICT, ST. LOUIS

ST. LOUIS, MISSOURI

PLOT DATE:

D

REVISIONS

SYMBOL DESCRIPTION DATE APPROVED

12345678

12348 7 6 5

A

B

C

D

A

B

C

D

PLOT SCALE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATE:

SUBMITTED:

DESIGN ENGINEER

SUBMITTED:

APPROVED:

SIZE DWG. CODE DRAWING NO.

$$$DESIGN$FILE$SPECIFICATION$$$

$$$$DATE-TIME$$$$

WATER AND WASTE WATER

jULY 2018

DIGESTER

AEROBIC

EQ. TANK

R E

A C

T O

R B

IO

L O

G

IC

REACTOR

BIOLOGICAL

SYSTEM

TERTIARY FILTER

SYSTEM

TERTIARY FILTER

3/4 " COPPER

4'-0"4'-0"16'-0"

OPERATOR'S BUILDING

TREATMENT PLANT)

CENTERLINE OF NEW SEWAGE

SEWAGE TREATMENT PLANT AND

BASELINE (CENTERLINE OF EXISTING

SEWAGE TREATMENT PLANT, SEE DRAWING C-1

NOTE: FOR EXTENT OF BITUMINOUS PAVEMENT AT

ANCHOR TO CONCRETE SLAB WITH

CHLORINATOR EQUIPMENT STORAGE CABINET

STAINLESS STEEL BOLTS

GATE

SWING

8'-0"

STAINLESS STEEL BOLTS

PLANT ANCHORED TO CONCRETE SLAB WITH

STORAGE CABINET TO REMAIN - SALVAGE FOR NEW

WATER LINE

EXISTING 1"

EXIST GATE VALVE AND SERVICE BOX

EXIST HOSE BIBB

POSSIBLE.

REUSE AS MUCH OF EXISITNG FENCE AS

AS NECESSARY FOR NEW PLANT INSTALLATION.

CHAIN LINK FENCE. MODIFY EXISTING FENCE

GATE

SWING

8'-0"

N

PUMPS

TRASFER

HOOKUPS.

LOCATION OF EQUIPMENT AND SEWER AND UTILITY

PROVIDE MODIFIED SITE PLAN SHOWING PROPOSED

FOOTPRINT WILL FIT IN THE ALOTTED AREA AND

CONTRACTOR SHALL ENSURE THE PACKAGE PLANT

PLANT MANUFACTURER SPECIFICATIONS. THE

REFERENCE ONLY AND WILL VARY DEPENDING ON

NOTE: PIPE SIZES AND PLANT DIMENSIONS ARE FOR

C. APPROVED EQUAL

B. BIOPORTZ BY NEXUM

A. BIOMBBR BY WASTEWATER TECHNOLOGIES

FOLLOWING SYSTEMS:

THE PACKAGE PLANT SHALL BE ONE OF THE

PACKAGE PLANT NOTE:

FOR INFORMATION ONLY

NEW

PAVEMENT PLAN

UPPER MISSISSIPPI RIVER BASIN

DESIGN FILE:

CORPS OF ENGINEERS

U.S. ARMY ENGINEER DISTRICT, ST. LOUIS

ST. LOUIS, MISSOURI

PLOT DATE:

D

REVISIONS

SYMBOL DESCRIPTION DATE APPROVED

12345678

12348 7 6 5

A

B

C

D

A

B

C

D

PLOT SCALE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

DATE:

SUBMITTED:

DESIGN ENGINEER

SUBMITTED:

APPROVED:

SIZE DWG. CODE DRAWING NO.

$$$DESIGN$FILE$SPECIFICATION$$$

$$$$DATE-TIME$$$$

C-

CIVIL

jULY 2018

S E

W A

T

E A

T M

E

S Y

S T

E M

SURFACE COURSE

1‚" BITUMINOUS

BINDER COURSE

1ƒ" BITUMINOUS

BASE

8" AGGREGATE

GROUNDLINE

EXISTING

SECTION

A

SCALE: 1" = 5'

5' 5'

C-1

A

C

A

C

PRIME COAT

SEE DRAWING P-2

CHAIN LINK FENCE-

E X I

S T I

W A

E A

T M

E

S T

E M

O

B

M O

V E

D new treatment plan for installation of

PAVEMENT as necessary

REMOVE EXISTING

new treatment plan for installation of fence as necessary

REMOVE EXISTING

EXISTING 4"

PVC PRESSURE

EXISTING 4"

PVC PRESSURE

bituminous pavement (typ)

010' 10'

SCALE: 1'' = 10'

EXISTING PLAN

010' 10'

SCALE: 1'' = 10'

N

PROPOSED PLAN

N

2'-0" (TYP)

B E

Y O

F

N

N E

T Y

P I

C A

L

O F

Q

F

X

T E

V E

M E

N T

C O

M P

O N

E N

M P

R I

P R

O X I

M A

E A

S E

W A

E A

T M

E

S T

M

M P

O N

E N

T S

T H

E

B I

T U

M I

N O

U

V E

M E

B

A C

O U

N D

FOR INFORMATION ONLY

PLANT

PLANT

REMOVE EXISTING PAVEMENT

B3ODTMLH

Line

B3ODTMLH

Line

B3ODTMLH

Line

B3ODTMLH

Line

B3ODTMLH

Line

B3ODTMLH

Line

B3ODTMLH

Line

B3ODTMLH

Line

B3ODTMLH

Line

B3ODTMLH

Line

B3ODTMLH

Line

B3ODTMLH

Line

B3ODTMLH

Line

B3ODTMLH

Line

B3ODTMLH

Line

B3ODTMLH

Line

B3ODTMLH

Line

B3ODTMLH

Line

B3ODTMLH

Line

B3ODTMLH

Line

B3ODTMLH

Line

B3ODTMLH

Line

B3ODTMLH

Line

B3ODTMLH

Line

B3ODTMLH

Line

B3ODTMLH

Line

B3ODTMLH

Line

B3ODTMLH

Line

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