NC0045128_Wasteload Allocation_19790323

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NPDES WASTE LOAD ALLOCATION Routing on Reverse Side
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Facility Name: --� -. ,Q�.� �JCo�,,,,.Q .�',.....
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Date •
County:
Permit No.:
Pipe No.:
4 O !
Receiving Stream: _ GAII%
G�
Class:
C_,
Design Capacity (DUD): Q, e�b Design Temp.:
0 Requestor:
Sub -basin: I _CJ?Jr-_ o Drainage Area:
_ _ le" —,
7Q10:
Q,
Other Stream Affected:
Class:
Limits (circle one): Eiflusnt or water Quality
Avg. Stream Flow:
/ DO Sag Pt.
(mi. ) �
Fecal, Coliform
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Prepared by: , Tom. Reviewed by: �/Iflo Date:
IS -3/78

LOCA Ti0T,: , R
Facility
Name •
County:
Permit No.:
Prepared
by: -' 0 Date: 4z /7
-,or ,unity
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Name: : /a-141 ,4 0 201 Planning Area Code:
?.� v �r s;
r Q �.� Q0Q �t �. r 'J`ode • Mira. —basin Code:
Code: �L.�—vUS
- v �
acility
SIC Code •
+ udA
_ r i sue- "De: _ �r� e� ; Minutes: Seconds:
Pri:. _ AS ; Seconds
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flu -
VAnu
744
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ASSIMILATIVE CAPACITY IVALUATIDN
LEVEL •'B•' ANALYSIS
SOURCE OF o0llUTtDN:SCi470,4
Areawids (208) Planning Area:
Facilities (FOI) Planning Area:
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A. RECEIVING STREAM 15,we C.QG'E/,�
Classification: _ G
7/1n Flow (cis) n 1
e. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
Stream Velocity (fps)
Stream Depth (ft
Elevation B Discharge Pt. (ft)
Drainage Area (sq. mi.)
7110 Yield (cfsm)
Design T"Wrature (cc)
Groundwater Runoff (cfs/ml)
Deoxygenation Rate (Ki Best t)
Reaeration Rate (KII2� Base t�
Min, naily Avg. D.D. (mg/1
Upstream Qualit -
BOnu ((mg/l
D.O. (mg/i
C. REQUIRED EFFLUENT LIMITS
Design flow (MGD)
BOUS (mg/1)
Amrionia Nitrogen mg/1
nis%0 ved Oxygen mg/l;
loral Suspended Solids (mg/1)
Fe,al Coliform (1/100 ml)
Ph (5.11,)
D. COM!11ITS
2
7_
-30
/an U
6-9
Dar
STATE OF NOR 1,1 AUtq 1r.\ Ut PAR i VI N1 Iri N1I 'al 4N11 1CONOMIC RESOURCES
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ON: GiNAI _ FIN_\' 1 'ATE 1..i1;E SI COND UPDATE _ _ TIiIRD UPDATE
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