NCG140458 - Commercial Ready Mix Products, Inc. (2)

NOTES:
1. DRAINAGE AREA -100% IMPERVIOUS
2. POTENTIAL POLLUTANTS INCLUDE SUSPENDED SOLIDS
AND WATER WITH HIGH pH
3. UNDER NORMAL CONDITIONS, STORMWATER AND PROCESS WATER
ARE DIRECTED THE THREE—STAGE SEDIMENTATION THE NORTHERNTOWARDS PORTION OF THE SITE AND ULTIMATELY RECYCLED BASINS IN N
BATCH OPERATIONS. THERE IS A POTENTIAL FOR THE COLLECTING
STORMWATER TO OVERFLOW AND DISCHARGE OFF—SITE AT POTENTIAL
OUTFALL NO.1.
4. POTENTIAL OUTFALL NO.1 ULTIMATELY DISCHARGES TO THE
PASQUOTANK RIVER. THIS PORTION OF THE PASQUOTANK RIVER IS NOT
LISTED ON N.C'S 303(d) LIST OF IMPAIRED WATERS AND IS NOT
LOCATED WITHIN A WATERSHED FOR WHICH A TMDL HAS BEEN ESTABLISHED.
OPOTENTIAL OUTFALL NO. 1
LATITUDE 36' 18' 54.50" N
LONGITUDE 76' 12' 25.78"
// TRUCK WASH RACK
♦ AND WASH FLUID ASTS
/
/
/
�J
/AGG/REGATE
FEED BINS
/
/ °PAcf
/
/ PUMP
PROPANE AST
DOUBLE -WALLED
/ 200 -GALLON OFF-ROAD
/ ` \ DIESEL AST
10,000 -GALLON DIESEL AST
WITH SECONDARY CONTAINMENT
w /
AwgS� /
gGGRF l
Gq� /
gGGRFGg7z.
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LEGEND
OUTFALL LOCATION
♦ SPILL/DRAINAGE FLOW DIRECTION
o zs sa
—>—>— SWALE
— — — — LIMITS OF LEASE AREA
Mid Atlantic
Engineering & Environmental Solutions
REFERENCE: GIS
SITE MAP
COMMERCIAL READY MIX
PRODUCTS, INC.
168 KNOBBS CREEK DRIVE
ELIZABETH CITY, NORTH CAROLINA
DRAWN
BY: J/E DATE: NOVEMBER 2016
DRAFTING CHECK
BY: G^ JOB NO: OOOR1814.07
ENGINEER CHECK
BY: CACAD #01-181401-07
APPROVED
BY: DWG N0: 2.1

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