NC0020486_Wasteload Allocation_19770722

ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
�t
SOURCE OF POLLUTION: US �k EST 5 SX L)jCE — 7(/ori�1 Yf%�l�S l�G✓ rL RLP 9>1A
Areawide (208) Planning Area:
Facilities (201) Planning Area: %!r f
�. ►Z� CG.92)��9 63 f3 ,r 0,a4
4.13,0
Soo
--
400
300
200
—
100
go
g0
70
80
5C
—
40
30
20
-
10
A. RECEIVING STREAM korA brk A le'"4
Classification: 4- - g
7/10 Flow (cfs)
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
Stream Velocity (fps)
o , Z
Stream Depth (ft)
', 2
Elevation @ Discharge Pt. (ft)
2 z o p
Drainage Area (sq. mi.)
13.6
7/10 Yield (cfsm)
o. Z71
Design Temperature (oC)
2. p
Groundwater Runoff cfs/mi)
O."M
Deoxygenation Rate K1 Base e)
BLS
Reaeration Rate (K2 Base e)
, s
Min. Daily Avg. D.O. (mg/1)
Upstream Quality -
BODu (mg/1)
2
D.O. (mg/1)
3
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD)
D, O is-
BOD5 (mg/1)
3 a
Ammonia Nitrogen (mg/1)
-
Dissolved Oxygen (mg/1)
-
Total Suspended Solids (mg/1)
.� D
Fecal Coliform (#/100 MI)
pH (S.U.)
D. COMMENTS
0 D ®, ! o, L- 611
Design Flow [mgd]
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL FIRST UPDATE PAGE SECOND UPDATE THIRD UPDATE
7-ZZ-17 Jbf — JFA803
-1/1, at rU