NC0036251_Wasteload Allocation_19771017

FOR DATA MANAGEMENT USE ONLY.:
FACILITY NO.
-- --- WASTE LOAD ALLOCATION -REQUEST------------ }
/_7 Actual Facility /
Proposed Facility Date of Request �� /�%/ 6
T0. Mike-McGhee,
Technicale -
- Services .._.Date-
FROM: o /tea!'^ CIOT�5011 6 ,III
SUBSECT: Effluent Limits-- for NPDES Permit No.(001_.) Pipe No.(003 )
Pe=, t Application_ Received (802)
eTr_jiz' None_ (103 )_
r—. _ Sen-ed = Latitude {115U.----
Draft, to Public Notice (805 )
GouatY (10! ) Type (400 )
.S�L Ong; rLde (xlE /)
201 Area (263)
208 Area (264 )
Subbasin(112 )
Stream Classificat`o 269
Rezc•iv!ng.Stream (109 )
Dra Area(267)
7/10 Flow(270)
Ratio Waste 7/10
(303 )
Design Capacity (207)
-�_� `f6 M
Design Temperature
(NKP)
Elevation (N-KP)
Location D1 'ch ger (NKP)
Principal Product ( )
Sc oZz Pla.:
- BODS(mg/Z)
310
FecaZ CaZiform
11OOmZ 31616
Temperature
° F 11
DO (mg/Z)
300
Mo. Avn_raae Concentration
01
3CC—
`�✓. Average Concentration
02
.7 - h intimcmr Concentration
03
f.:•-- 1!cwi7mw Cortrentrativn
04
+t+-, Aron:hZy-Average Loadi -
- 05
-- Weekly Average Loadtir.
06
-
_
P :-Mininm m Loadinq
07
Q - tlor imam Loading
08
i' - eramerc+ of Analysis
09
W ••-Sar�)Ze 'i`upe -
10
-
Total NFLT
(m /Z) 530
NH3-N
(mg Z) 600
pd (units)
400
_ cJJ '
_
_i - Mo. Avera e Concentration
21
/ -
- ;rk. Average Concentration
22
.T "- Minimum Concentration
23
1C - ,�rawimum Concentration
24
_
�1 - hlonthZy Average Loading
25
_WeekZu Average Loading
26
- Minimum Loadinr
27
. hf lrry, Loading
28
I' - :'reauercy of Anclusis
29
W --_Sa r__4e Tz/pe
30

. --- -'
. ^ '
l

a
ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: GLUE ST/iR CAWS, SNC.
Areawide (208) Planning Area: L"--4- .S�
Facilities (201) Planning Area: Gne.�
A. RECEIVING STREAM MUD CEFEIC
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 KI Base e)
Reaeration Rate (K2 Base e)
Min. Daily Avg. D.O. (mg/l
Upstream Quality -
BODu (mg/1)
D.O. (mg/1)
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD)
GODS (mg/1)
Ammonia Nitrogen mg/1
Dissolved Oxygen mg/1
Total Suspended Solids (mg/1)
Fecal Coliform (R/100 ml)
PH (S.U.)
D. COMMENTS
I
==
�i
lllIs
oll
oil
0.0 D.OT (A. vp
Dr,Ig" Flow [.gal
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL FIRST UPDATE PAGE SECOND UPDATE THIRD UPDATE
G 26 �Td 7DF FR& aL