NC0041157_Wasteload Allocation_19931202

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I W 40' 1 M60--.- %om—F vs
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A. RECEIVING STREAM wi urrzer4
Classification:
7/10 Flow (c s)
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/m
Stream Velocity 'fps)
Stream Depth (ft)
Elevation @ Discharge Pt. (ft)
Drainage Area (sq. mi.)
bo
7/10 Yield Wsm)
00,0
Design Temperature (OC)
2
Groundwater Runoff tCfs/mi)
Deoxygenation Rate (KI Base e)
Reaeration Rate (X2 Base e)
Min. Daily Avg. D.D. (mg/1)
Upstream Quality
BODU Mg/1
D.D. mg/li
C. BIRED EFFLUENT LIMITS
Design Flow (MGD)
BOD5 (mg/1)
Ammonia Nitrogen (wiq/ I
Dissolved Oxygen 1mg11
Total Suspended Solids (mg /I
Fecal Col iform (#/100 ml)
pH (S.U.)
- --------------
D. COMMENTS
DO
U05 Mgz
0.0 0.0/ 0.02- 0, 03,
De:lgn Flow I nee di
STATE OF NORTH CAROLINA DEPAR,rMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL FIRST UPDATE PAGE SECOND UPDATE THIRD UPDATE