HomeMy WebLinkAboutNC0039331_Wasteload Allocation_19780823' FOR DATA MANAGEMENT USE ONLY:
' FACILITY NO.
WASTE LOAD ALLOCATION REQUEST
Actual Facility
Proposed Facility Date of Request -/�� �.� $
TO: Mike Mike%McGhee, Technical Services Date Needed
FROM: � 1, ,
SUBJECT: Effluent Limits for NPDES Permit No.(001 )AA!�h X 3 3 ' Pipe No.(003 )
Permit Applicatipon.Rece ved ( 02 )
4 � 2�
Draft to Public Notice (805 }
Di� are NName 5,103
GD � �
Z"04 '
County (104 )
Type, 400 }
/A Mu %%Id
Equiv. Population Served (202 )
.3sZ
Latitude (115 )
3Sv 38 ► 340"
Longitude (116
° z.S 3 v
201 Area (263 )
208 Area (264 )
Subbasin(112-1
0 3- 0 eo —/Z
Stream Classification (269 )
G
Receiving Stream (109 )
lzu< &:1 CA
Drain. Area(267 }
0, l rn . -,-
7/10 Flow(270)
d , v
Ratio Waste 7/10 (303 }
Design Capacit)
70" y (20
Design Temperature (NKP)
Cl? 5 0C
Elevation (NKP)
S/D Xe' le-7'-
Location Discharger (NKP)Principal
t , , /I e.1-1 Ar /50-4�
Product (NKP)
6'4-a�# Al�'
SdxTZe No.
41
BOD5(m9/Z)Fecal
�'10
�/
CaZiform
100 31616
Temperature
° F 11
DO (mg/Z)
�'l00
—
I - Mo. Average Concentration 01F
0
- Wk. Average Concentration 02
J - Minimum Concentration 03
K - Maximum Concentration 04
M - Monthly Avera e.Loadin 05
----
- Weekly Average Loading 06
_ --
P - Minimum Loading 07
_--
Q - - Maximum Loading 08
T - Frequency of Analysis 09
W - SappleT e 10
Tot ZSResidue
500
NH -
Z) 600
pA nits)
400
I - Mo. Average Concentration 21
D
- Wk. Avera e Concentration 22
-
J - Minimum Concentration 23
-
K - Maximum Concentration 24
M - Monthly Average L a sng 25
- WeekZ Avera e Loadin 26
P - Minimum Loading 27
Q - Maximum Loading 28
T - Frequency of Analysis 29
-
W -S Ze Zzipe 30
UOD (NKP) Z6
ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: ZZ)n APe L•%'Ii6°-1J /4 ry Sahw
Areawide (208) Planning Area: Al h (ye-sle Y1Q 4P
Facilities (201) Planning Area:
A. RECEIVING STREAM L4 T- a2cv C ,r,e e k
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)
Design Temperature (OC)
Groundwater Runoff (cfs/mi)
Deoxygenation Rate (Kl Base e)
Reaeration Rate (K2 Base e)
Min. Daily Avg. D.O. (mg/1)
Upstream Quality -
BODu (mg/l)
D.O. (mg/l
C. RE UQ IRED EFFLUENT LIMITS
Design Flow (MGD) • 007
BOD5 (mg/1)
Ammonia Nitrogen mg/1
Dissolved Oxygen mg/l ,D
Total Suspended Solids (mg/1) o
Fecal Coliform (A/100 ml)
pH (S.U.)
D. CO"41ENTS mr 1
MENEM
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D•illn flow [mid)
STATE OF NORTH CAROLINA
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DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
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