NC0022454_Wasteload Allocation_19780314

MI
ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: m1DW/4y rn"ICAL GENTFIZ
Areawide (208) Planning Area: %i,
Facilities (201) Planning Area: " C-14
600
400
300
200
fop
90
-
60
70
60
50
40
JO
20
+o
A. RECEIVING STREAM SALLY #9iNFS SIZ-4t"
Classification:
G
7/10 Flow (cfs)
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
/3 7—
Stream Velocity (fps)
p, /
Stream Depth (ft)
p,z
452
Elevation @ Discharge Pt. (ft)
0
Drainage Area (sq. mi.)
0.3
7/10 Yield (cfsm)
©,�3 3
_
Design Temperature (OC)
2/
Groundwater Runoff (cfs/mi)
_
0.0
Deoxygenation Rate KI Base e)
G .b
Reaeration Rate (K2 Base e)
/0,66
Min. Daily Avg. D.O. (mg/1)
_ S, 0
Upstream Quality -
BOD Sm /l
�
Z
D.O. lmg/l
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGO)
0.006,
BOD5 (mg/1)
.p
Ammonia Nitrogen (mg/1)
_
_
Dissolved Oxygen mg/l)
Total Suspended Solids (mg/1)
30
Fecal Coliform (#/100 ml) _
_
_ i0 00
PH (S.U.) --6
-
DO a},
D. COMMENTS U08
m ;�
mrjl
0,0 Oral 0,0Z 40e03
Deilgn Flow 1,n9d]
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL FIRST UPPAGE SECOND UPDATE THIRD UPDATE
3-i -7-9 dU DATE FkB 05