NC0033430_wasteload allocation_19780717

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FOR DATA MANAGEMENT USE ONLY:
FACILITY NO.
WASTE LOAD ALLOCATION REQUEST
/e/f Actual Facility f
/_/ Proposed Facility Date of Request 7/ l 14
g
li . '//.7 I
TO: Mike McGhee, Technical Services Date Needed .itl 121
FROM: 5..4 7 i,G .iwFO I f fr 1
SUBJECT: Effluent Limits for NPDES Permit No. (001 ) Pipe No. (003 )
Permit Application Received (802 ) Draft to Public Notice (805 )
Discharger Name (103 ) County (104 ) T (400 )
Ve Carnio �� .. c/t/ � L'1 / Mu nId
Equiv. Populk Lion Served (202 ) iLatitude (115 ) �1 Longitude (116 ) 4
201 Area (263 ) ;208 Area (264 ) JSubbasin(112 ) .tream Classification (269 )
`
0 --0?--A Ck-SS '- 7"ro !,
Receiving Stream (109 ) Drain. Area(267 ) 7/10 Flow(270) Ratio Waste 7/10 (303 )
j1/21,,1.0es Olfv G V*6 3Im_; 2' r cis '
Design Capacity (207 ) :Design Temperature (NKP) Elevation (NKP)
/676400 el 1 Zoe 2.1/9 iee,f
Locationti �
` Discharger ��Pr
(NKP) iincipal Product (NKP)
eAd frv-,0 L
Sample No. BOD5(mg/l) Fecal Caliform Temperature DO (mg/1)
310 /100m1 31616 o F 11 300
41 _
I - Mo. Average Concentration 01 3 0 2 0 0 -
- Wk. Average Concentration 02
J - Minimum Concentration 03
K - Maximum Concentration 04 ..
M - Monthly Average Loadin: 05 -
- Weekly Average Loadinr 06
P - Minimum Loading 07
Q - Maximum Loading 08
T - Frequency of Analysis 09
W - Sample Type 10 SuSrAvvicci.
Total^Residue i NH3-N pit (units)
(mr'/i) 500 I (m;g/i) 600 400
I - Mo. Average Concentration 21 .10 — 4 - 9
- Wk. Average Concentration 22
J - Minimum Concentration 23
K - Maximum Concentration 24
M - Monthly Average Loading 25
- Weekly Average Loading 26 ,
P - Minimum Loading 27
Q - Maximum Loading 28
T - Frequency of Anal;,sis 29
W - Sample Type 30
UOD (NKP) /1(} /4

e ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: CAMP LTUD>:A
Areawide (208) Planning Area: G. -rf- ,Sim,
Facilities (201) Planning Area: �A t II. n
G A. RECEIVING STREAM j4-£0DG25DlJ cites le-
WI-S 6 Classification: -TR.
7/10 Flow (cfs) i, y-
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi) If. 6
Stream Velocity (fps) 0.13
Stream Depth (ft) _ ©•RS
Elevation @ Discharge Pt. (ft) 2.1Z.C2
Drainage Area (sq. mi.) -2 g _
7/10 Yield (cfsm) d7- b g
Design Temperature (0C) 2 0
Groundwater Runoff (cfs/mi) 0.0
Deoxygenation Rate (K1 Base e) 0,3ff
Reaeration Rate (K2 Base e) [0 -s7;'
Min. Daily Avg. D.O. (mg/1) 4.0
Upstream Quality -
BODu (mg/1) Z.
D.O. (mg/1) g.3
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD) - a, o 3
BOD5 (mg/1) _- 30
Ammonia Nitrogen (mg/1) —
Dissolved Oxygen (mg/1) _ —
Total Suspended Solids (mg/1) 00
Fecal Coliform (#/100 ml) 2.00
pH (S.U.) L_
D. COMMENTS -
1e-s, c i =
500 ---- - -- -- //oy Lilo)
300-----, ((( `—
200 col (ok )
f—I ::7 1 0 61 ‘-lj 11-'
�0o .
' e
O• 50--- - .- -.__-____._.
CO 40 -- -
• 30 -
W Y0 -
10.
0/0 0,0I 0702. 0,03
Design Flow [mgd]
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL FIRST UPDATE PAGE SECOND UPDATE THIRD UPDATE

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