NC0020460_Wasteload Allocation_19770519

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ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: U$ FaRO,5T SEUICE- SLlAjtil(. r0cX 4ECitzomoe/ #e-FO
Areawide (208) Planning Area: tm -
Facilities (201) Planning Area:
C2o}.z�
Z.0S
A. RECEIVING STREAM L00r-/ti/4
S
Classification:
- TR
7/10 Flow (cfs)
4. O
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
G 7
Stream Velocity (fps)
0 . 2.4
Stream Depth (ft)
Elevation @ Discharge Pt. (ft)
2 *
Drainage Area (sq. mi.)
, 0
7d
7/10 Yiel(cfsm)
p • 5-71
Design Temperature (oC)
7-0
Groundwater Runoff (cfs/mi)
0 . 0
Deoxygenation Rate (Kl Base e)
Reaeration Rate (K2 Base e)
7Z,
Min. Daily Avg. D.O. (mg/1)
Upstream Quality -
BODu (mg/l)
.Z
D.O. (mg/1)
7.3
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD)
01004
BOD5 (mg/1)
0
Ammonia Nitrogen (mg/1)
Dissolved Oxygen (mg/l
-
Total Suspended Solids (mg/1)
_ .30
Fecal Coliform R/100 ml)
-
pH (S.U.)
!� -
DO at 41, 2 m9/1
D. COMMENTS UO� // o Mg/1—
Design Flow [mgd]
STATE .OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL FIRST UPDATE PAGE SECOND UPDATE THIRD UPDATE
s-1°I-�7 Jbr hC'B03

c7y-03~0 3
FACILITY: U. �F5
DATE:
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3.
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