NC0000175_wasteload allocation_19780915

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ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
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Facilities (201) Planning Area: 01-,,,t.,„.„.1
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Design Flow [msd]
A. RECEIVING STREAM
Classification: G' %%Z
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/1)
Upstream Quality -
BODu (m9/1)
D.O. (mg/1)
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD)
BOD5 (mg/1)
Ammonia Nitrogen mg/1
Dissolved Oxygen mg/1
Total Suspended Solids
Fecal Coliform (WOO ml)
pH � (S.U.)
T/uar�de.S
,SiRx� C-.41•11)
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D. COMMENTS
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STATE OF NORTH CAROLINA
ORIGINAL FIRST UPDATE
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DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
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SECOND UPDATE
THIRD UPDATE

EFFLUENT LIMITS:
Limit Based On -
Secondary
BPCTCA
Water Quality
M & 0
Limit Specified As -
Basin NPDES State
Plan Permit Permit
Basin NPDES State
Plan Permit Permit
BOD5 mg/1
TSS mg/1 3 o S d)
Coliform (Fecal)/100 mi
pH 6 - 7
Temperature °F
Flow mgd 3, (o
361/%4 S4 < 414, 0 1
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Schedule of Compliance:
Preliminary or 201
Construction Drawings
Start Construction
Complete Construction
Operational Level
Basin NPDES State
Plan Permit Permit