HomeMy WebLinkAboutNC0020842_wasteload allocation_19751211DPA7'.
CA7 P;N, 10 CED
M"IMO TO:
A I an K 1 r, e- k
ll
FRO:
-,e
I;e
E)c c
SUEJ C-F.
-Effluent lim't.s.
DISCHARGE
iDEt7-lTTV-
J. , ,
5' Ala i,�
.57/57
COUNTY: 6
SUB-BASM: AL,�- . Cl -,7
R17CEIVTNG STREAM:
-- --r C L A, S
7110 Mjjl�TfJJJM A FLOW: n el-f- t OPE: fee l./mi I e
LOCATION! OF DISCHARGE: fjo..e. /let
, -Y .04701
Parameter
UOD
BOD9:v
TMI
irss
Co 4 for rin F e c e 1
I e m.p f-, r a, 'I* u r c
0.
REMARKS
7
HPIT T i',! T
ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: 141Lt. S7-?
Areawide (208) Planning Area: AWN- Di6S/6,°4r--Z
Facilities (201) Planning Area: H.W
.tom-..*.,c � / .�.�._ ��-f�•:��
a
00
00
00
00
--
--
---
—�--
-
- ---
-
- ---
-- —
-
00
80
70
60
-
-
-
40
30
—
20
10
---
- -
-
--
--
A. RECEIVING STREAM C ar47`enJT Ae .4. Gj2 a *-e
Classification:
G S L")
7/10 Flow (cfs)
?.s
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
/O
Stream Velocity (fps)
_ . S
Stream Depth (ft)
Elevation @ Discharge Pt. (ft)
Drainage Area (sq. mi.)
7/10 Yield (cfsm)
.OAF
Design Temperature (oC)
2 ro
Groundwater Runoff (cfs/mi )
Deoxygenation Rate (KI Base e)
,yam
Reaeration Rate (K2 Base e)S
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)
jo
Ammonia Nitrogen (mg/1)
r
Dissolved Oxygen (mg/1)
Total Suspended Solids (mg/1)
36
Fecal Coliform (#/100 ml)
Z--)o
pH (S.U.)
Ip
D. COMMENTS
-rA4 cv�J—Jk r
D 0.1 0. a 0, 3 0. 4 0, C 0 R
Design Flow [mgd]�(
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL FIRST UPDATE PAGE SECOND UPDATE T THIRD UPDATE