NC0038300_Wasteload Allocation_19770721

FOR DATA MANAGEMENT USE ONLY:
11 FACILITY NO.
WASTE LOAD ALLOCATION REQUEST
/{T Proposed Facil `- Date of Request
TO: Mike McGhee
,
Tech
yyy���cal SLervices Date Needed
`'
FROM: v•a �•f',�' c�.
SUBJECT: Effluent Limits for NPDES Permit No. (001 )Ajj!,Q0 30',30&pe No. (003 )
Permit Application Received (802 )
Draft to Public Notice (805 )
Discharger Name (103 )
County (104 )
e /�ATI?44 Al
Type (400 )
/_/Id
Equiv. Population Served (202 )
Latitude (115 )
ss ° 543 / ,
Longitude (116 )
7,VD,32 / ?o
201 Area (263 )
400
208 Area (264 )
Subbasin(112 )
Stream Classification (269 ;
Receiving Stream (109 )
lv/�r/si1
Drain. Area(267 )
16
7/10 Flow(27 )
o•Z
Ratio Waste 7/10 (303 )
Design Capacity (207 )
/0,
Design Temperature (NKP)
Elevation (NKP)
Location Discharger (NKP)
Principal Product (NKP)
Sa mple No.
41
BO.r7;(m�71ZJ
310
FecaZ CaZiform
100?r 31616
Temperature
o F II
DO (mg/Z)
300
I - Mo. Avera e Concentration 01
law
- Wk. Average Concentration 02
J - Minimum Concentration 03
K - Maximum Concentration 04
—..
M - Monthly Average Loading 05
- Weekly Average Loading 06
_—..
P - Minimum Loading 07
_—
Q - Maximum Loading 08
-
T - Frequency of Analysis 09
_ __—
W-S le Type 10
Tota
k
-Al
H
F�Z) 600
pff (units)
� K-
I - Mo. Average Concentration 2
- Wk. Average Concentration 22
J - Minimum Concentration 23'
K - Maximum Concentration. 24
M - Monthly Average Loading 25
`c, \C\
- WeekZ Average Loading 26
P - Minimum Loading 27
_ \�
Q - Maximum Loading 28
T - Freauency of AnaZ sis 29
W - Sample T e 30
n.� n
Q
--
DOD (NKP) / A (PA

03
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WWI
ol
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PEP

ASSIMILATIVE CAPACITY EVALUATION
/�/jLE(VEL "B" ANALYSIS
SOURCE OF POLLUTION: P�,w4) , X�'/1 / I
Areawide (208) Planning Area: /U6 P
y
Facilities (201) Planning Area: L/ �y
RECEIVING STREAM 61' 1,,,:5r1t `•
A.
B.
C.
Classification: C:..e
7/10 Flow (cfs) �,,.2-
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) , 4.,41 ?-:c
Design Temperature oC) .2-160
Groundwater Runoff cfs/mi)
Deoxygenation Rate iKl Base e)
Reaeration Rate (K2 Base e)
Min. Daily Avg. D.O. (mg/1)
Upstream Quality -
BOD mg/l ..�
D.O. �mg/li •,S !d
REQUIRED EFFLUENT LIMITS_
Design Flow (MGD)
BOD5 (mg/1)
Ammonia Nitrogen mg/1
Dissolved Oxygen �mg/l)
Total Suspended Solids (mg/1) X n
Fecal Coliform (#/100 ml)
PH (S.U.) ,
D. COMMENTS
Emmons
..701
,
-----�
D08at mn/j,
/ZA MQ-/1
S; p I-I-c a
Design Flow Cmgdl
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
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