NC0066796_Wasteload Allocation_19781002

FOR DATA MANAGEMENT USE ONLY:
FACILITY NO.
WASTE LOAD ALLOCATION REQUEST
Actual Facility
cl
/ % / %�
Proposed Facility
Date of Request
—
TO:
Mike McGhee, Technical Services
Date Needed 3
, ,g
/ 3�/ % % ✓'_� JOF
FROM:
gi1RJECT: Effluent Limits for NPDES Permit No.(001 )
M IAJ
Pipe No.(003 )
Draft to Public Notice (805 )
Permit Application Received (802 )
Discharger Name (103 )
F�eIC.BST•er .rehoo � - �uneorn%e c-o. �oorc{ o� �uca�a�
County (104 )
avf►c.om be Cov14 y
Type (400 )
Jk7 Mu %7Id
Equiv. Population Served (202 )''
.572
Latitude (115 )
3S-03q'20"
Longitude (116 )
92042'3o
201 Area (263 )
208 Area (264 )
Subbasin(112 )'Stream
04-03- 02
Classification (269 )
G
Receiving Stream (109 )
SIO er Branch
Drain. Area(267 )'7/10
Flow(270)
Ratio Waste 7/10 (303 )
Design Capacity (207 )
6720 9pd
Design Temperature (NKP)
Elevation (NKP)
a100 ft.
Location Discharger (NKP)
we G3 oNd SR 1l015
rincipal Product (NKP)
P-[xn1ci4ary S'ckoo I
Temperature
° F 11
DO (mg/Z)
300
Sample No.
41
BOD5(m9/Z)
310
FecaZ CaZiform
100mZ 31616
I - Mo. Average Concentration 01
0
i /oo o
-
- Wk. Average Concentration 02
J - Minimum Concentration 03
K - Maxim= Concentration 04
M - Monthly Average Loading 05
- Weekly Average Loading 06
P - Minimum Loading 07
Q - Maximum Loadin 08
T - Frequency of AnaZ sis 09
W -S Le Y�zjpe 10
S�s•.�
TotaZ Residue
(m'/Z) 500
NH3-N
(m Z) 600
p X (units)
400
I - Mo. Average Concentration 21
10
—
6-
- Wk. Average Concentration 22
J - Minimum Concentration 23
K - Maximum Concentration 24
M - Monthly Average Loading 25
- WeekZy Avera e Loadin 26
P - Minimwn Loading 27
Q - Maximum Loading 28
T - Fre uene o AnaZ sis 29
W -S Ze Zype 30
UOD (NKP) / 10 .y" I't

m
u
ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: L- EIcESlre SGhMDL
Areawide (208) Planning Area: L +C - r�- .SAO
Facilities (201) Planning Area:
It A. RECEIVING STREAM S L(A t, E V FUG. BA�J.
5
4
)0 -
)0
—
-
--
DO
00
90
—.
80
—
10
80
-
--
so
30
20
10
-
0,0 0.01 0,02
Design Plow [mgd]
Classification:
G
7/10 Flow (cfs)
0,
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
53
Stream Velocity (fps)
Stream Depth (ft)
c9. 2 7
Elevation @ Discharge Pt. (ft)
2 / 0 0
Drainage Area (sq. mi.)
0.7
7/10 Yield (cfsm)
0,/43
Design Temperature (oC)
23
Groundwater Runoff (cfs/mi)
p ,/
Deoxygenation Rate (Kl Base e)
Reaeration Rate (K2 Base e),
Min. Daily Avg. D.O. (mg/1)
S. D
Upstream Quality -
BODu (mg/1)
Z-
D.O. (mg/1
7,
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD)
0,003.7
BOD5 (mg/1)
3 D
Ammonia Nitrogen (mg/1)
-
Dissolved Oxygen (mg/1)
-
Total Suspended Solids (mg/1)
3 O
Fecal Coliform (#/100 ml)
/00 0
pH (S.U.)
4-9
D. COMMENTS
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL FIRST UPDATE PAGE SECOND UPDATE THIRD UPDATE
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