NC0023981_wasteload allocation_19820129

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ORIGINAL r FIRST UPDATE
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ASSIMILATIVE CAPACITY EVALUATION' -
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: :i`f-v CrP Lenoir— to po e1r Crcc I\ b,16<ye
Areawide (208) Planning Area: plc) p1_ ��InQ
Facilities (201) Planning Area: Gr-e4 L{rte�r�Y
50
40
90
20
9
5
3
2
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A. RECEIVING STREAM Lower
Classification:
7/10 Flow (cfs)
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi) 6, 3
Stream Velocity (fps)
Stream Depth (ft)
Elevation @ Discharge Pt. (ft)
Drainage Area (sq. mi.) — S Z
7/10 Yield (cfsm) �'. 24
Design Temperature (°C)
Groundwater Runoff ((cfs/mi)
Deoxygenation Rate K1 Base e)
Reaeration Rate (K2 Base e
Min. Daily Avg. D.O. (mg/1
Upstream Qualit -
BODu (mg/1
D.O. (mg/1
Creek
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7.
C. REQUIRED EFFLUENT LIMITS Su Irke r w 414
Design Flow (MGD)J, Q 3.0
BODS (mg/1) D 30
Ammonia Nitrogen (mg/1)
Dissolved Oxygen mg/1 'r
Total Suspended Solids (mg/1) - 1'0 3C
Fecal Coliform (#/100 ml)
pH (S.U.) ,2°� ��-�
D. COMMENTS
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STATE OF NOR I H (.AROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
THIRD UPDATE
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SECOND UPDATE