NC0033111_Wasteload Allocation_19770516

IP eSt DATA MANAGEMENT USE ,ONIY:
` 5//6 77 4 FACILITY NC.
WASTE LOAD ALLOCATI N REQUEST
/' Actual Facility
/ / Proposed Facility Date of Request / / '7 / 7 7
TO: Mike McGhee,/ Technical Services Date Needed 4 / / / 77
FROM: /4a vv y Kak-F ivy et u ti /(IE F O
SUBJECT: Effluent Limits for NPDES Permit No. (001 ) Ai( 00 3 3III Pipe No. (003 ) 0 0 /
Permit Application Received (802 ) Draft to Public Notice (805 )
Discharger Name (103 ) County (104 ) Type (400 )
TV CGcau rC 2 v� AI IN, t ' (i„�s� 6i�Ctitl eve / . Mu /�Id
/ �C CT �sitc w aizs
Equiv. Population Served (202 ) Latitude (115 ) Longitude (116 )
1 iv
3,rCO3 / // Al 76 a 4-7 1 D 0 /t
201 Area (263 ) 208 Area (264 ) Subbasin(112 ) Stream Classification (269 )
Gam, A),e,.,,r 15.12-,Ar` /vim. 1).,- ,/ 030 ¢ I 0 `SC 5 1
Receiving Stream (109 ) 'Drain. Area(267) 7/10 rFlow(Z70) Ratio Waste 7/10 (303 )
61 Aa l t e , y/ / 3 h4.c Lv i t1 d 4'td es ave. co n�m u n
1 U us es e5�... , (Pro cis -rr s4C we lt1r(o-tJ
Design Capacity (207 ) Design Temperature (NKP) Elevation (NKP)
O. /O MUD -( 1 / f
Location Discharger (NKP) Principal Product (NKP)
i e _ a/a&c%L el mAy
Sample No. BOD5(mg/Z) Fecal Caliform Temperature DO (mg/Z)
310 /100ml 31616 ° F 11 300
41
I - Mo. Average Concentration 01 ✓�O a O 0 -
- Wk. Average Concentration 02
J - Minimum Concentration 03 _
K - Maximum Concentration 04
M - Monthly Average Loading 05
- Weekly Average Loading 06
P - Minimum Loading 07
Q - Maximum Loading 08
T - Frequency of Analysis 09
W - Sample Type 10
Total NFLT- NH3-N pNN (units) TS S
(m9/Z) 530 (mg/Z) 600 400 /-e)
I - Mo. Average Concentration 21 / .3 Q
- 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 Analysis 29 ,
W - ScvrrpleType 30
UOD (NKP)
4

J
I - Mo. Average Concentration 31
- Wk. Average Concentration 32
J - Minimum Concentration 33
K - Maximum Concentration 34
M - Monthly Average Loading 35
- Weekly Average Loading 36 _
P - Minimum Loading 37
Q Maximum Loading 38
T - Frequency of Analysis 39
W - SarrrpleType 40 ,

Source of Pollution: Lojes_ b'� 10,(:. �r•c. CW )
Areawide (203) Planning Area, U
Facilities (201) Planning Area
A. RECEIVING STREAM: / 620+- vlcck
Ciassification SC-5P
7/10 Flow (cfs) O
Drainage Area (sq mi) _ 63
B. ASSIMILATIVE CAPACITY DATA:
Advective Velocity, U(mi/day)
Mean Tidal Velocity, (fps)
Average Depth (ft)
Average Width (ft) oo so .Cross-Sectional Area (ft2) oo Goo I Design Temp. (0C)
Deoxygenation Rate, Kl(base e per day) ,59
Reaeration Rate, K2(base e per day) , O,
. Longitudinal Dispersion Coefficient,
E (mi2/day) _ -Zig f&8
Estuarine Number, n
Chlorides Concentration (mg/1) C
DO Saturation (mg/1) 7,$
Max. Allowable DO Deficit, Dc (m9/1) d g
CON Dc (mg/1) aact
BODu Concentration the River will
Assimilate after mixing, Lo (mg/1)
Min. Daily Avg. DO (mg/1) 6-
Background DO Deficit (mg/1) --
C. RECUIRED EFFLUENT LIMITS:
Design Flow (MGD) . t/
BOD5 (mg/1) 3 0
4mmonia Nitrogen (mg/1) --
Dissolved Oxygen (mg/1)
T_tal Suspended Solids (mg/1) 3 0
coal Coliform (#/100 ml) 000
p-` off (S.U.), 6-9
500
400 — 0. COMMENTS:
300 —4--__- _....__.._
•
200
f -f •
100-- -- - _ — ------- - - -
E e0
90
76
C so
m
10 --
30
a
ti
20
10 _
Design Flow prrg:-
STATE OF NORTH CARD...`'. :.;E?AOTME:NT OF NATURAL ANO ECONOMIC RESOURCES
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