NC0020834_Wasteload Allocation_19790718

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ASSIMILATIVE CAPACITY EVAIUATION
LEVEL "B" ANALYSIS
SnuRc-1 Of P%JUT1"; We-rl ey) Wb -ren 604h4-y
Areawide (208) Planning Area: Alm -desii.c-4-ed
Facilities (201) Planning Area: �W,?51r -vi j/()4rre0 60,
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A. RECEIVING STREAM I'"r5���� C►'��K
Classification:!
C
7/0 Flow (cfs)
!. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
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Stream Velocity fps)
6,a/`��
Stream Depth (ft
Elevation O Discharge Pt. (ft)
_ --,/
Ora In Are: (sq. mi.)
l/10 Yield {cftm)
Design Temperature
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Groundwater Runoff j'CCf
s/ai
Deoxygenition Rate K Base e)
Reaeratioo Rate ( file e%
� R
Min, naily Avg. O.O. (09/1
Upstream qualit -
Boni, (mg/ I
0.0. mg/i
C RE_QUIRCD EFFLUENT LIMITS
Design Flow (WO)
;2, p
501); (mg/l )
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Afmonia Nitrogen mpg/l
fm9/1;
Dissnived Oxygen
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Total Suspended Solids (mg/1)
—
Fecal Coliform (//100 ab!)
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PH (S U.)
D. C�RrH lTS DO _ i7 s:n
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SFATE OF P40RI►I (.APO[ INA ut P-1k till (,l c,p NAY, N \I AW) f (Of�OMIC RESOURCES
FIRST l+ ,"41E
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ASSIMILATIVE CAPACITY EVALUAT16N
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: 1Aiae-rv�
Areawide (208) Planning Area:
Facilities (201) Planning Area:
1 .
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100
—
100
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90
80
70
80
50
40
30
20
—
10
A. RECEIVING STREAM �ic-
iiuc-Pc
Classification: �V
C
7/10 Flow (cfs)
3
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
8
Stream Velocity (fps)
Stream Depth (ft)
, 7
Elevation @ Discharge Pt. (ft)
Drainage Area (sq. mi.)
510
7/10 Yield (cfsm)
.0,6
Design Temperature (oC)
a5
Groundwater Runoff (cfs/mi)
_
p
Deoxygenation Rate (KI Base e)
,tl
Reaeration Rate (K2 Base e)
3. Sa
Min. Daily Avg. D.O. (mg/1)
Upstream Quality -
BODu (mg/1)
D.O. (mg/1)
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD)
.als' / a
BOD5 (mg/1)
/ a f 7
Ammonia Nitrogen (mg/1)
3 a
Dissolved Oxygen (mg/1)
Total Suspended Solids (mg/1)
�o
Fecal Coliform (#/100 ml)
a o 0
pH (S.U.)
L —
D. COMMENTS
Design Flow [mgd]
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL FIRST UPDATE PAGE SECOND UPDATE THIRD UPDATE