NC0021601_wasteload allocation_19770525

4
ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: T w n o f T/tr Uh
Areawide (208) Planning Area: ')Zo-r,.. -
Facilities (201) Planning Area: C
61 12,Z),/__
1�= 12 i (4,z`�
)
44- 0
400
300
200...■.-
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80
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60
SO
40
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0e (o 0 s I 10
Dealgn Flow [mgd]
1.Z
A. RECEIVING STREAM 1rQGl91n Creek
Classification: rr
7/10 Flow (cfs) 5.0
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi) /2.2
Stream Velocity (fps) o4St
Stream Depth (ft) 7.2 y
Elevation @ Discharge Pt. (ft) ice
Drainage Area (sq. mi.) /0
7/10 Yield (cfsm) 0.r
Design Temperature °C) z Z
Groundwater Runoff (cfs/mi) 0.0
Deoxygenation Rate (K1 Base e) p.+/ S
Reaeration Rate (K2 Base e) v.gv
Min. Daily Avg. D.O. (mg/1) j o
Upstream Quality -
BODu (mg/1) Z.
D.O. (mg/1) 7,1
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD)
BOD5 (mg/1)
Ammonia Nitrogen mg/1
Dissolved Oxygen (mg/1
Total Suspended Solids (mg/1)
Fecal Coliform (#/100 ml)
pH (S.U.)
D. COMMENTS
3o
30
/00 0
55at g. mg/1
llD mall
STATE OF NORTH CAROLINA
DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL
FIRST UPDATE
5 25' '11
c1pf-
PAGE
:TBOG
SECOND UPDATE
THIRD UPDATE