NC0020940_Wasteload Allocation_19770208

ASSIMILATIVE CAPACITY EVALUATION
ANALYSIS
SOURCE OF POLLUTION: Ta1A D/ A a1A 6 i
Areawide (208) Planning Area: nnl)-jeslyha ec/
Facilities (201) Planning Area: M4',r A y �
A. RECEIVING STREAM ffi'y/gSs�e />i'dt/'
Classification:
7/10 Flow (cfs) /r
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
Stream Velocity (fps)
Stream Depth (ft)
''o Elevation @ Discharge Pt. (ft)
Drainage Area (sq. mi.) _
1. 7/10 Yield (cfsm)
S Design Temperature (oC)
�-- Groundwater Runoff (cfs/mi)
2 Deoxygenation Rate (K1 Base e)
Reaeration Rate (K2 Base e)
Min. Daily Avg. D.O. (mg/1) .r 0
�Z Upstream
B 4
OD (m9/1)
K 1 S S � p 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.) —q
D. COMMENTS
Soo A O/
400 ----
100 — — -
eo —
u so — ! �-
70 ---
60 - - -—
50 --- ----- - --- ----
40 ------ - - -- -'-
c
� 30
I --
w 20 - -- -- --
I
10
0 o,S /�C)
Design F(uw [mgd]
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
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