NC0021369_Wasteload Allocation_19770525

•
ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: lotfv�t r
Areawide (208) Planning Area:
Facilities (201) Planning Area:,r .t 1 r
Liv L ,�
A. RECEIVING STREAM u.` / ke o i, L
S �) %� } Classification:
V 17, - 7/10 Flow (cfs) z..!
� - B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi) 3S
Stream Velocity (fps)
Stream Depth (ft) C7
Elevation @ Discharge Pt. (ft) 92 b
Drainage Area (sq. mi.)
7/10 Yield (cfsm) 0. y°7
Design Temperature (oC) -
Groundwater Runoff (cfs/mi) p. 0
Deoxygenation Rate (Kl Base e)
Reaeration Rate (K2 Base e) 7151
Min. Daily Avg. D.O. (mg/1)
Upstream Quality -
BODu (mg/1) Z
D.O. (mg/1
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD) 4•
BOD5 (mg/1) 3 a
Ammonia Nitrogen mg/1
Dissolved Oxygen mg/1 ..
Total Suspended Solids (mg/1) _
Fecal Coliform (#/100 ml) /0 00
pH (S.U.) 6-2
DO• D. COMMENTS U08" mg/a/,-1
' fle c, e
I.
500
400
300
200
r�
1
u 80
70
80
so
00 �
30
ti
LQ 20
10
C, 0 q ID
ll
Design Flow lmgdi
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL FIRST UPDATE PAGE SECOND UPDATE THIRD UPDATE
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