NC0066958_Wasteload Allocation_19770207

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ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: 16‘„;„ s C ate, �..�, s,4,0
Areawide (208) Planning Area: 'MA y.-
Facilities (201) Planning Area:' '^tea
44= ,3
500
400
300
200
100
90
80
70
60
50
40
30
20
10
•
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0.0 0,ad 0,
Design Flow [mgd]
A. RECEIVING STREAM
Classification:
7/10 Flow (cfs) /.0
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi) / b O
Stream Velocity (fps) e).5
Stream Depth (ft) 0,37
Elevation @ Discharge Pt. (ft) I'3 2 0
Drainage Area (sq. mi.) /.8
7/10 Yield (cfsm) 0.Th
Design Temperature 0C) 40
Groundwater Runoff cfs/mi) a. 05- lt$t)
Deoxygenation Rate K1 Base e) /,D
Reaeration Rate (K2 Base e) 5-0.0
Min. Daily Avg. D.O. (mg/1) 6,,0
Upstream Quality -
BODu (mg/1) 2.,0
D.O. (mg/1) 3 .3
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD) O. 01
BOD5 (mg/1)
Ammonia Nitrogen mg/1
Dissolved Oxygen mg/1
Total Suspended Solids (mg/1)
Fecal Coliform (W/100 ml)
pH (S.U.)
D. COMMENTS
G r1'2
3v
31)
b-I
Dom , z
1441)
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL
FIRST UPDATE
1D F
PAGE
LTr 102
SECOND UPDATE
THIRD UPDATE

• 4-
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FAC I LITY :
Ka = (.96)( 16.0 )(_. )
K2 = 94,
i0 .7
Qw = ,0/0
Cw = /25-
DOy( = 0
Qs = 1.0
Cs = z-
DOs = 7
QR =
CR= e.
DOR =
4•••••••••
DATE: 3 f2 z/j7S-
= 1.51 {. 35 +
Ki . 1.51 f.35 + .5* •.}
6
= 1,4.s
K2 = (.96)(s105i)M
K1 = 1,41
K2 = 16.8
DOSAT = 7.8
N=
A = .-
tR
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