-"\/

TANK T-4

c-i

SECTION B

SECTION A

AREA C

I

E

N

C-2

C-3

EXIST. WASTEWATER

TREATMENT PLANT

BARREL TRENCH AREA

N

E

.

xI5T• RUNOFF

RET.NTION BASIN 1

EXIST STABILIZATION1

BUILf[NG

EXIST. ASPHALT

PAVEMENT

J

C-5

LEGAL BOUNDARY

EXIST. MAINTENANCE

BUILDING

Z

, ,?

r----------

- ....„-----::_z____________________

i

_\\_..\

\,

EXIST. PDC LABORATORY

AND OFFICE

EXIST. GATE CONTROL

NG

EXIST_ WASTEWATER

SETTUNG

OUTFALL

BASIN

# 006

e

EFFLUENT TANKS--

V

NOTES:

1.

CELLS C-2 AND C-3 IS CURRENTLY ACTIVE.

2.

CELLS C-4 & C-5 ARE FOR FUTURE DEVELOPMENT.

12" UNDERGROUND

CULVERT

0-4

STORMWATER

RETENTION AREA

I‘N`.„/1

LEGAL BOUNDARY--//

1

N.E CORNER NZ 1/4

OF SECTION 3

r

SE

/ LING BASIN

OUTFALL # 004

----kSEALING

BASIN

OUTFALL # 005

LEGEND

STORMWATER RETENTION AREAS

Site Layout

PDC RCRA FACILITY STORMWATER

PEORIA, ILLINOIS

PDC Technical Services, Inc.

Project

No.

92C-217

SETTLING BASINS

300'?

150'

?

0

?

300'

?

600'

1"=300'

REV. #

DATE?

REVISION

12-g-94 REV. NOTES, INSERTED CORRECT DWG. SCALE BAR, AND

ADDED ADDITIONAL RETENTION AREA IN CELL C

-

3.

PREPARED BY:

AUSTIN ENGINEERING CO., INC.

PEORIA, IWNOIS

SETTLING BASIN

OUTFALL # 002