NC0020478_Wasteload Allocation_19771001

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ASSIMILATIVE CAPACITY EVALUATION l I
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: L4 E POW iiftTA►3 1C. KLFAT1oA AR�R
Areawide (208) Planning Area:
CQ.EEK.-
A.
RECEIVING STREAM $F-I.1T
Classification:
1410 i!
7/10 Flow (cfs)
-2
B.
ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
41.
Stream Velocity (fps)
Q, t
Stream Depth (ft)
0.36
Elevation @ Discharge Pt. (ft)
2-130
Drainage Area (sq. mi.)
1,10
7/10 Yield (cfsm)
0 4 z_
Design Temperature (OC)
7-1
Groundwater Runoff (cfs/mi)
010
Deoxygenation Rate (Kl Base e)
0.53
Reaeration Rate (K2 Base e)
91914
Min. Daily Avg. D.O. (mg/1)
6.0
Upstream Quality -
BODu (mg/1)
2.0
D.O. (mg/1)
j
C.
REQUIRED EFFLUENT LIMITS
Design Flow (MGD)
0,015
BOD5 (mg/1)
30
Ammonia Nitrogen (mg/1)
—
Dissolved Oxygen (mg/1)
--
Total Suspended Solids (mg/1)
3 0
Fecal Coliform (#/100 ml)
._
pH (S.U.)
_pro—&
1,
D.
COMMENTS
00
00 -
00 -
00
--
--
- -
- --
- —
- ----
—
-
—
00
60
70 ----.
- —
—
—
60
--
---
----
--
50'
40
-
-----
-----
.._._..--
-----_..-.. _.
70
ZO --
--
---
— —
10
010 0,01 0.0-
Design Flu. [mgd]
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL FIRST UPDATE PAGE SECOND UPDATE THIRD UPDATE
— --- -- — �._ FK3b2

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u
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SS.3134
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Z130
= 0.0,�
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