NC0000311_Assimilative Capacity Evaluation_19800131

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ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: #14ACI' - DFSSedo C40"10&*'
Areawide (208) Planning Area: Nth. 41011"447
Facilities (201) Planning Area: 1 \o5»��tw✓
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STATE OF NORTH CAROLINA
ORIf,INAL F RST UPDATE
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A. RECEIVING STREAM VII• F. At&
Classification:
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 0c)
Groundwater Runoff cfs /mi)
Deoxygenation Rate K1 Base e)
Reaeration Rate (K2 Base e
Min. Daily Avg. D.O. (mg /l
Upstream Quality -
BODu (mg/1)
D.O. (mg/1)
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD)
BOD5 (mg /1)
Ammonia Nitro(
en mg /1
Dissolved Oxygen (mg /1
Total Suspended Solids (mg /1)
Fecal Coliform (11/100 ml)
PH (S.U.)
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STATE OF NORTH CAROLINA
ORIf,INAL F RST UPDATE
I Mi
GD'7I�N%4
A. RECEIVING STREAM VII• F. At&
Classification:
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 0c)
Groundwater Runoff cfs /mi)
Deoxygenation Rate K1 Base e)
Reaeration Rate (K2 Base e
Min. Daily Avg. D.O. (mg /l
Upstream Quality -
BODu (mg/1)
D.O. (mg/1)
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD)
BOD5 (mg /1)
Ammonia Nitro(
en mg /1
Dissolved Oxygen (mg /1
Total Suspended Solids (mg /1)
Fecal Coliform (11/100 ml)
PH (S.U.)
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DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
FR
PAGE i SECONDI UPDATE I THIRD UPDATE

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