HomeMy WebLinkAboutNC0032182_Wasteload Allocation_19770512/1/Co032lSZ
FOR DATA MANAGEMENT USE ONLY
FACILITY NO.
//
WASTE LOAD ALLOCATION"REQUEST---
Actual Facility
Proposed Facility
TO: - Mike McGhee, Technical Services.
FROM: - j{ca� A. 0 7 41 F.p
SUBJECT: Effluent Limits for NPDES Permit No.(001 )
Date of Request JD- / -29/ 74'
Date.. Needed / / ).'// 74S
Pipe No.(003 )
1
Draft to Public Notice (805 )
_
Permit Application Received (802 )
7-44.1v ..77-,?7e
Discharger Name (103. t-----i-
)
Carre ji / it S
County (104 ) _
lih -
T Pe (400 )
Mu %JId
Ec24,7_ Pcpt 1ar_ion Served (202 )
Latitude (115 )
366 /3' 9 A/
Longitude (116 )
? 6 a/ 6// cti
201 Area (263 )
208 Area (264 )
Subbasin(112 )
I' tream Classification (269 J
C i,
Receiving Stream (109 )
/j r tA.s k F.r /
Drain. Area(267) 7 0 Flow(270)
D. O
-./ 0. / ` ''',- - ,
Ratio Waste 7/10 (303 )
‘ `l /
Design Ca acity (207 )
0.0633
Design Temperatures) ?
_ a • ! ,,.j' . ,
Elevation (NIA')
3560
Location Discharger (NKP)
`
Pririipal Product (YKP)
Sa.rple No.
BOD5(mg/l)
Fecal Caliform
/100m1 31616
Temperature
° F 11
DO (mg/I)
300
41
310
1�- Mo. Average Concentration 01
3 0
t o o 0
Z 4 S
4.0
- Wk. Average Concentration 02
_
-- ::'inirrwnConcentration 03
_K - Maximum Concentration 04
M -Monthly Average Loading 05
Weekly Average Loading 06
Minimum Loading 07
Q - Maximum Larding 08
- Frequency of Analysis 09
W - ..Sarre Ze Tyne 10
Total NFLT
(mg/i) 530
NE3-N
(mg/l) 600
pN (units)
400
- Mo . Average Concentration 21
3 0
—
6 - 8 •S
- Wk. Average Concentration 22
J - Minimum Concentration 23
K -- M.a.^ mmon Concentration 24
P --Monthly Average Loading 25
--Weekly Average Loading 26
P - Minimum Loading 27
Q - Maximzon Loading 28
T - H'requencz/ of' Analysis 29
W -- Sumole Type 30
r.Gov(r;P)
-r•
ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: CcvvcArt.C""
Areawide (208) Planning Area: !V�- -
Facilities (201) Planning Area: ►kf- 616Q
1- 112'j
Goo C goo 1 1
� o zlo) (/, St)
0 , S$'
qr
o,DIS
'
0,3
(9 o 0
1,5'
- 0.3 t To w,,a4A h.
5
4
3
2
10
10
10
)0
DO.-
B0
50
70
50
50
40
30
20
in.
Design Flaw [mgd]
al.
A. RECEIVING STREAM Bra,s1c� rorI'-
Classification: 9 Co
7/10 Flow (cfs) 0.0
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
Stream Velocity (fps) G7.1
Stream Depth (ft) 0,oy
Elevation @ Discharge Pt. (ft) 3 S (o 00
Drainage Area (sq. mi.) O,/
7/10 Yield (cfsm) 0 . 0
Design Temperature (0C) t Z
Groundwater Runoff (cfs/mi) O . o 5
Deoxygenation Rate (K1 Base e) l it
Reaeration Rate (K2 Base e)
Min. Daily Avg. D.O. (mg/1) 3-• O
Upstream Quality - Z
BODu (mg/1)
D.O. (mg/1) 1.1
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD) 0,0033
BOD5 (mg/1) 35
Ammonia Nitrogen mg/1
Dissolved Oxygen (mg/1 O
Total Suspended Solids (mg/1) ;30
Fecal Coliform (#/100 ml) / DO 0
pH (S.U.) t.-8.S
(f o 0
D. COMMENTS
uo
DOsat
33.0
7.1 mq/l
lib mq/1
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL
FIRST UPDATE
TD F
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SECOND UPDATE
THIRD UPDATE