NC0004987_Assimilative Capacity Evaluation_19770126

ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
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A.
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r}f
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Water Surface Slope (ft/mi)
Stream Velocity (fps)
Stream Depth (ft)
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Elevation @ Discharge Pt. (ft)
Drainage Area (sq. mi.)
7/10 Yield (cfsm)
90
Design Temperature (OC)
Groundwater Runoff (cfs/mi)
Deoxygenation Rate (K1 Base e)
Reaeration Rate (K2 Base e)
Min. Daily Avg. D.O. (mg/1)
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80
10
BODu (mg/1)
D.O. (mg/1)
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C. REQUIRED EFFLUENT LIMITS
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Design Flow (MGD)
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Ammonig
aNitrogen (mg/1)
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Dissolved Oxygen (mg/1)
Total Suspended Solids (mg/1)
Fecal Coliform (#/100 ml)
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PH (S.U.)
D. COMMENTS
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A. RECEIVING STREAM
Classification:
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7/10 Flow (cfs)
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)
Design Temperature (OC)
Groundwater Runoff (cfs/mi)
Deoxygenation Rate (K1 Base e)
Reaeration Rate (K2 Base e)
Min. Daily Avg. D.O. (mg/1)
Upstream Quality -
BODu (mg/1)
D.O. (mg/1)
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD)
Ammonig
aNitrogen (mg/1)
Dissolved Oxygen (mg/1)
Total Suspended Solids (mg/1)
Fecal Coliform (#/100 ml)
PH (S.U.)
D. COMMENTS
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Design Flow [mgd]
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL FIRST UPDATE PAGE SECOND UPDATE THIRD UPDATE
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