NC0057151_Wasteload Allocation_19770204

FOR DATA MANAGEMENT USE ONLY:
FACILITY NO.
WASTE LOAD ALLOCATION REQUEST
Actual Facility
T Proposed Facility Date of Request 1/ 31/ 7` �F
TO: Mike McGhee, Technical Services Date Needed /;- /3 t / "% Z ,
FROM:
gQ474 *-P. —00 6 5 &"
SUBJECT:
Effluent Limits for
NPDES Permit No.(001
) /I/' Pipe No.(003 )
Permit Application Received (802 ) IDraft to Public Notice (805
Discharger Name (103 )
Ilaws �/// I
County (104 1Type
(400 )
Mu f-71d
Equiv. Population Served (202 )
Latitude (115 )
Longitude (116 )
201 Area (263 )
Mcws
208 Area (264 )
Subbasin(112 )
O�-63-0 `f
Stream Classification (269
"ir ..
Receiving Stream (109 )
6 a L r ieeetk7r,--i Da`f
Drain. Area(267)
0.3
7/10 Flow(270)
0, 0 3 4-S
Ratio Waste 7/10 (303 )
Design Capacity (207 )
Design Temperature (NKP)
a
-Z3
Elevation (NKP)
Z/6 O
Location Discharger (NKP)
Principal Product (NKP)
Ii
Sa7TZe No.
41
BOD5(mg/Z)
310
FecaZ CaZiform
100mZ 31616
Temperature
° F 11
DO (mg/Z)
300
I- Mo. Average Concentration 01
3 0
Z oa
310
- Wk. Average Concentration 02
J - Minimum Concentration 03
K - Maximum Concentration 04
M - MonthZy Average Loadin 05
- WeekZy Average Loading 06
P - Minimum Loading 07
Q - Maximum Loading 08
T - -Frequency of AnaZ sis 09
W -S ZeT e 10
Total NFL4r
(mg/Z) 530
NH3-N
(m Z) 600
pig (units)
400
I - Mo. Average Concentration 21
3 0
- Wk. Average Concentration 22
J - Minimum Concentration 23
K - Maximum Concentration 24
M - MonthZy Average Loadin 25
- WeekZy Average Loading 26
P - Minimum Loadin 27
Q - Maximum Loadin 28
T - Frequency of AnaZ sis 29
W -S Ze Zzjpe 30
UOD (NKP) 110 art lJ--

ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: TOwi0 Of M qe-S NI L I.
Areawide (208) Planning Area:
Facilities (201) Planning Area: ,Ib
5
4
3
7
slope
fk1t 1,2 -6 6.Lt,�4
DO
30 _
--
30__-
00
000
so
—
70
s0
—
40
—
30
20
10
—
--
—
A. RECEIVING STREAM tt? GABRIbL G�EEK
Classification:
G
7/10 Flow (cfs)
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
Stream Velocity (fps)
0.1
Stream Depth (ft)
0
Elevation @ Discharge Pt. (ft)
Z iG O
Drainage Area (sq. mi.)
p . 2,
7/10 Yield (cfsm)
o./
Design Temperature (oC)
Z 3
Groundwater Runoff (cfs/mi)
Deoxygenation Rate (Kl Base e)
Reaeration Rate (K2 Base e)
3 �,
Min. Daily Avg. D.O. (mg/1)
Upstream Quality -
-moo
BODu (mg/1)
Z
D.O. (mg/l)
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD)
0. o Z s
BODS (mg/1)
30
Ammonia Nitrogen (mg/1)
-
Dissolved Oxygen (mg/1)
3,0
Total Suspended Solids (mg/1)
3 6
Fecal Coliform (#/100 ml)
pH (S.U.)
D. COMMENTS / i 0 2242�Q.
o. v 0. oZ D.o¢ O'D 6
Design Fl— [mgd]
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL FIRST UPDATE PAGE SECOND UPDATE THIRD UPDATE
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