NC0069761_wasteload allocation_19770512

ASSIMILATIVE CAPACITY EVALUATION
I LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: Atorl n4vw.,.JaL,, bedata prx - - P"I
Areawide (208) Planning Area: Nam.- 44"l %,
Facilities (201) Planning Area: 0. t
Psi r-A-
U= .117
"—
1. 1
0.
1.33
A. RECEIVING STREAM
Classification:
G
7/10 Flow (cfs)
0
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
4t 3 6
Stream Velocity (fps)
o, /=
Stream Depth (ft)
D, b
Elevation @ Discharge Pt. (ft)
o O
Drainage Area (sq. mi.)
7/10 Yield (cfsm)
0 . z&7
Design Temperature (OC)
2.1
Groundwater Runoff (cfs/mi)
0.0
Deoxygenation Rate (KI Base e)
�).S b
Reaeration Rate (K2 Base e)
142.t
Min. Daily Avg. D.O. (mg/1)
,a
Upstream Quality -
BODu (mg/1)
2
D.O. (mg/l)
I
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD)
0•
BOD5 (mg/1)
3 0
Ammonia Nitrogen mg/l
(mg/1
Dissolved Oxygen
Total Suspended Solids (mg/1)
3 o
Fecal Coliform (#/100 ml)
io 06
pH (S.U.)
D. COMMENTS
DO�at C1'6 Mn/1
rr D mc-1/1 _
8,D 0.1 611 0,3
Design Flow lmgdl
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL FIRST UPDATE PAGE SECOND UPDATE THIRD UPDATE
F1 I I wATD I