NC0044440_Wasteload Allocation_19771206

4i74-
ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS �D�,� AS1
SOURCE OF POLLUTION: City of G/4-Edit yIIILI-e — 501,0106l^ 5TP
Areawide (208) Planning Area: ,6 _
Facilities (201) Planning Area: _ N).- o
QA:55
SIoft- '-Gi7 I 7,17,5
SOO
100
200
60..
70
GO
SO
GO
30
20.-.
t0
MI=
.-IIIII
�
!♦�1♦���
��
IMMM
11.11
MIMI
-
NM
----
III
0.0 0.2, o 0%
Design Flow [mid]
0,4
A. RECEIVING STREAM .Z-ND/AAI G e.154
Classification:
7/10 Flow (cfs)
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
Stream Velocity (fps)
Stream Depth (ft)
Elevation @ Discharge Pt. (ft)
Drainage Area (sq. mi.)
7/10 Yield (cfsm) r>.
Design Temperature 0C) 2
Groundwater Runoff cfs/mi) o.(
Deoxygenation Rate (K1 Base e)
Reaeration Rate (K2 Base e) 7.3 '
Sb
C..2
Min. Daily Avg. D.O. (mg/1)
Upstream Quality -
BODu (mg/1)
D.O. (mg/1)
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.)
D. COMMENTS
DOsat
7s2
©.ZZ
O
2.
30
3d
/O00
4-7
mq/ 1
mq/1
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL
FIRST UPDATE
12-6.77
PAGE
c-r8 3S
SECOND UPDATE
THIRD UPDATE