NC0067024_Wasteload Allocation_19770511

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FOR DATA MANAGEMENT USE ONLY:
FACILITY NO.
WASTE LOAD ALLOCATION REQUEST F
Actual Facility � e) 7
/ Proposed Facility Date of Request L/�
// 7X �/ 1I'
TO: Mike McGhee, Technical Services Date Needed L/d/-22 +i
FROM: �F Al7)D11Sf)A)
SUBJECT: Effluent Limits for NPDES Permit No.(001 )
Permit Application Received (802 )
Pipe No.(003 )-
Draft to Public Notice (805 )
Discharger Name (103 )
V"
County (104 )
___WaV0,t44,Q I
T'Pe (400 )
Mu %—] I d
-- —
Equiv. Population Served (202 )
3 y
Latit de (115 )
o ' -1
Longitude (116 )
g1 /
201 Area (263 )
� 0 4
208 Area (264 )
Subb/asin(112 )
67- 02 -0
Stream Classification (269
,t C — - rro,44
Receiving Stream (109 )
1u TGa UJU
Drain. Area(267)
y
7/10 Flow(270)
Ratio Waste 7/10 (303 )
/
Design Capac' (207 )
G . 5-
Design Temperature (NKP)
moo
Elevation (NKP)
Location Discharger (NKP)
rincipal Product (NKP)
S�f
Sa mple No.
41
BOD5(m9/Z)
310
ecaZ CaZiform
11OOmZ 31616
Temperature
° F 11
DO (mg/Z)
300
I - Mo. Average Concentration OZ
3 D
—
68 0
-
- Wk. Average Concentration 02
J - Minimum Concentration 03
K - Maximum Concentration 04
M - Monthly Average Loadin 05
- WeekZy Average Loading 06
P - Minimum Loadin 07
Q - Maximum Loading 08
T - Frequency of AnaZ sis 09
W -S Ze 7�qpe 10
Total NFL7'
(malt) 530
NH3-N
(m Z) 600
pfj (units)
400
I - Mo. Average Concentration 21
3D
-
- Wk. Average Concentration 22
J - Minimum Concentration 23
K - Maximum Concentration 24
M - MonthZy Average Loading 25
- WeekZzj Average Loading 26
P - Minimum Loading 27
Q - Maximum Loading 28
T - Frequency of AnaZ sis 29
W -S Ze Y�ype 30
UOD (NKP) // 0 !� IA-

�k
ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: �Al'L Crk5;s
Areawide (208) Planning Area:
Facilities (201) Planning Area:��r
s
4
3
2
20 ..
0
4'0
r
10
10
10
)0
80
so
70
s0
s0
40
30
20
m
A
B
C
RECEIVING STREAM )O T C R
Classification:
7/10 Flow (cfs)
0-7—
ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
D
Stream Velocity (fps)
Stream Depth (ft)
fl -37
Elevation @ Discharge Pt. (ft)
Z 6 B D
Drainage Area (sq. mi.)
2 .!
7/10 Yield (cfsm)
O •6 5
Design Temperature (OC)
70
Groundwater Runoff (cfs/mi)
O ' o
Deoxygenation Rate (Kl Base e)
D,
Reaeration Rate (K2 Base e)
I.S
Min. Daily Avg. D.O. (mg/1)
/ -0
Upstream Quality -
BODu (mg/1)
D.O. (mg/1)
g'.3
REQUIRED EFFLUENT LIMITS
Design Flow (MGD)
0,00 bS
BOD5 (mg/1)
3 °
Ammonia Nitrogen mg/1)
—
Dissolved Oxygen �mg/l)
—
Total Suspended Solids (mg/1)
30
Fecal Coliform (#/100 ml)
—
pH (S.U.)
& -
D. COMMENTS
DOi�at 2-2-
mn/1
Design Flow [mgd]
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL FIRST UPDATE PAGE SECOND UPDATE THIRD UPDATE
S- I TDF WkT01