NC0026051_Wasteload Allocation_19760503

NCe4Z6651
ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS p
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Areawide (208) Planning Area: (.4,`,�0„ _
Facilities (201) Planning Area:�����
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Design Flow (mgd)
A. RECEIVING STREAM
Classification:
7/10 Flow (Qs):
C.
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
Stream Velocity (fps)
Stream Depth (ft)
Elevation @ Discharge Pt. (ft)
Drainage Area (sq. mi.)
7/10 Yield (cfsm)
o. efty4.
Design Temperature (°C) Z.r"
Groundwater Runoff (cfs/mi)
Deoxygenatien Rate (K1 Basee)
Reaeration Rate (K2 Base e)
Min. Daily Avg. D.O. (mg/1)
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD)
B0D5 (mg/1)
Ammonia Nitrogen (mg/1)
Dissolved Oxygen (mg/1) S"
Total Suspended Solids (mg/1) 3 0
Fecal Coliform (#/100 ml) Z o a
pH (S.U.) G IF
D. COMMENTS
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STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
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FIRSTUPDATE PAGE 1SECOND UPDATE
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