NC0030139_wasteload allocation_19770615

b,
ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: G-re e n e S - 1/N 2S / n 9 #01" e.
-
Areawide (208) Planning Area: 77 cc11
Facilities (201) Planning Area:
A. RECEIVING STREAM L(T Call�ipyS G�te�
Classification:
19-
7/10 Flow (cfs)
. S
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
Z D
Stream Velocity (fps)
n, 1
Stream Depth (ft)
Elevation @ Discharge Pt. (ft)
a
Drainage Area (sq. mi.)
7/10 Yield (cfsm)
o. ,57
Design Temperature (oC)
7-3
Groundwater Runoff (cfs/mi)
0. O
Deoxygenation Rate Kl Base e)
0, 47
Reaeration Rate (K2 Base e)
Min. Daily Avg. D.O. (mg/1)
Upstream Quality -
BODu (mg/1)
2
D.O. (mg/1
7,
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD)
BOD5 (mg/1)
30
Ammonia Nitrogen mg/l)
Dissolved Oxygen(mg/1)
Total Suspended Solids (mg/1)
3 0
Fecal Coliform (#/100 ml)
/ 0 0 a
pH (S.U.)
- 6-9--
D. COMMENTS
..
WW
WNW
010 n 107- o,0t� 0,a4
Deelan Flow [mad]
DO UD�Gat 7,7 mg / I
u 110 Mn/1
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL FIRST UPDATE PAGE SECOND UPDATE THIRD UPDATE
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