NC0034860_Wasteload Allocation_19770124

FOR DATA MANAGEMENT USE ONLY:
FACILITY NO.
WASTE LOAD ALLOCATION REQUEST n AVA
/" Actual Facility �(
Proposed Facility Date of Request %b
T0: Mike McGhee, Technical Services Date Needed /30/ %ia f
FROM: J014r4 C, C14LI7WELL
SUBJECT: Effluent Limits for NPDES Permit No. (001 )A/'j03y4G& Pipe No. (003 )
Permit Application Received (802 )
Draft to Public Notice (805 )
Discharger Name (103 )
5Ch4r4EI0GR MILLS
County (104 )
ALEMNDER
Type (400 )
/_/ Mu %%Id
Equiv. Population Served (202 )
50
Latitude (115 )
3S° s6/ 30It
Longitude (116 )
810 ///30/i
201 Area (263 )
208 Area (264 )
Subbasin(112 )
03-08-32_
Stream Classification (269
Receiving Stream (109 )
MUDDY FORK GR[EK
Drain. Area
7/10 Flow(270)
Ratio Waste 7/10 (303 )
Design Capacity (207 )
o-007 MG-0
Design Temperature (NKP)
23
Elevation (NKP)
�_ //a0
Location Discharger (NKP)
V.S. Ib TAYC.ORSVILLL (MAP HT7ACP4Eb)
Principal Product (NKP)
IXMESTic $, PROCESS WIJSTF-
Sonple No.
41
BOD5(mg/Z)
310
FecaZ CaZiform
100mZ 3161
Temperature
° F 11
DO (mg/Z)
-10'N'
I- Mo. Average Concentration 01
3D
dS
- Wk. Aver6We Concentration 02
J - Minimum Concentration 03
K - Maximwn Concentration 04
M - Monthly Average Loading 05
- WeekZy Average Loading 06
_
P - Minimum Loading 07
Q - Maximum Loading 08
T - Frequency of Analysis 09
W -S Ze Zype 10
Total NFVV
(m /Z) 530
NH3-N
(m Z) 600
pH (units)
400
;a r �ut�
24/50—
I - Mo. Average Concentration 21
30
-
b 9
/D
- Wk. Average Concentration 22
J - Minimum Concentration 23
K - Maximwn Concentration 24
M - MonthZ
Avera e Loading 25
- WeekZy
Average Loading 26
P - Minimum Loading 27
Q - Maximwn Loading 28
/S
T - Frequency of AnaZ sis 29
W - S=Vte Type 30
UOD (NKP) //0.„„r /L (

C�
SOURCE OF POLLUTION: Se-41)e;4ler WP1175A(I Srl
Areawide (208) Planning Area:
Facilities (201) Planning Area:
i
ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
fl : 10
VS
/jjslerstale
MENEM
on
oil
0 01 (07. .03
Dealdn Flnw (md d�
A. RECEIVING STREAM plgyyr, /d C
Classification: C
7/10 Flow (cfs) 2.1
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/1)
D.O. (mg/1)
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD)
BOD5 (mg/1)
Ammonia Nitrogen (mg/1
Dissolved Oxygen (mg/1
Total Suspended Solids (mg/1)
Fecal Coliform (1/100 ml)
PH (S.U.)
10.0
0,001
3fl
3D
O:X o Q
Days
D. COMMENTS �0 ,
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND
PAGE
IC RESOURCES
E I THIRD UPDATE