HomeMy WebLinkAboutNC0067351_Wasteload Allocation_19780314r-
FOR DATA MANAGEMENT USE, ONI,Y :
FACILITY NO.
WASTE LOAD ALLOCATION REQUEST
Actual Facility
Proposed Facility Date of Request
TO: Mike McGhee Technical Services Date Needed
FROM: ( �( j� ,l1 cx , u "L 0 M-406 d f !
SUBJECT: Effluent Limits for NPDES Permit No.(001 ) � Pipe No.(003 ) Q 0 1
Draft to Public Notice (805 )
Permit Application Received (802 )
Discharger Name (103 )
Q 't{ LI `
-Supvv r �l� ( Ita WOCcQ CO. S��Jots,
County (104 )
Ij k
a W%IOCA
Type (400 )
1-7 mu � %Id
Equiv. Population Served (202 )
Latitude (115 )L
3Soo18'(S„
Longitude (116 )
?AU 53ira.7.r
201 Area (263 )
r! AY D OH CS,
208 Area (264 )
Subbasin(112 }
✓
Stream Classification (269
C - /roaY-
Receiving Stream (109 )
Drain. Area(267)
7/10 Fl 7 (270)
Ratio Waste 7/10 (303 )
Design Capacity (207 )
CQ. O t 5 rr\GD
Design Temperature (NKP)
20
Elevation (NKP)
-)-6ga
Location Discharger (NKP)
P n 'CIO)
Principal Product (NKP)
omu-s-r1 c 6lJAZ7-�F rer�
14�1CA
Sample No.
41
BOD5(mg/Z)
310
FecaZ CaZiform
100mZ 31616
Temperature
° F 11
DO (mg/Z)
30G
I - 146. Average Concentration 01
- Wk. Average Concentration 02
J - Minimum Concentration 03
K - Maximum Concentration 04
1�1 - Monthly Average Loading 05
-Ieekl,,y Average Loadinq 06
- r
P - Minirmrm Loading 07
Q - Maxim,�m Loading 08
T - Freauenct of AnaZt sis 09
W -Sa, Ze 7�ype 10
Total NFLT
(m /Z) 530
NH3-N
(m Z) 600
pY (units)
400
I - Mo. Average Concentration 21
3o..
- Wk. Average Concentration 22
J - N'inimum Concentration 23
K - Maximum Concentration 24
M - MonthZ Avera e Loadin 25
- PleekZu Avera e Loadinq 26
P - Minimum Loadin 27
Q - Maximum Loading 28
T - Frequency of Analysis 29
W -S Ze Type 30
UOD (PIKP) 00 2"/t
- j
ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: BcTHEL JTUA//02 AtJ64 SCNeoL-
Areawide (208) Planning Area. fir,.
Facilities (201) Planning Area: J
e
3
I
dor = ►Zo ,
2,3 St
0-0-6 , 6.
qh
A. RECEIVING STREAM S/RD C4L`XK
Classification:
C — TR
7/10 Flow (cfs)
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
Stream Velocity (fps)
0. 7
Stream Depth (ft)
Elevation @ Discharge Pt. (ft)
Z& 8
Drainage Area (sq. mi.)
SD
7/10 Yield (cfsm)
0.335'
Design Temperature (oC)
ZO
Groundwater Runoff (cfs/mi)
0.17
Deoxygenation Rate KI Base e)
Reaeration Rate (K2 Base e)
/ ,, fQ
Min. Daily Avg. D.O. (mg/1)
4.0
Upstream Quality -
BODu (mg/1)
2
D.O. mg/1
8.3
C. REQUIRED EFFLUENT LIMITS_
Design Flow (MGD)
0 . O /S
BODS (mg/1)
so
Ammonia Nitrogen (mg/1)
_
Dissolved Oxygen (mg/l
—
Total Suspended Solids (mg/1)
3
Fecal Coliform (N/100 ml)
pH (S.U.)
- 9
D. COMMENTS
DO a} mall
UOt8" M& 1
0.0 0.07, 0,0y O,Ob
Ortlgn flow I.Sd]
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL FIRST UPDATE PAGE SECOND UPDATE THIRD UPDATE
3-i�_78 �F FRB or