NC0000353_Waste Load Allocation_19790130

NPDES WASTE LOAD ALLOCATION Rowing on Reverse de
Facility Name: N c t=-,=�b;"-.) - . IP,t.�e4^-)y Date: _LI.at___-, `''„_ .
\ , I 'CCcx-;v3 . Pipe No. : -/ .
County: /\., Tom.++r .._c� Permit No. ..
Receiving Stream: ____ t+ I ��t-- __ i---2.__ Class: �' -i r<4..;
Design Capacity (MGD): 3. Design Temp. : Requestor: — Y__.__._
Sub-basin: 1. -- - ' Drainage Area: /�=7 CP J— / 7Q10: 'cq, 6 /3;62)
Other Stream Affected: Class: �" G
Limits (circle one) : Effluent or Water Quality Avg. Stream Flow: ZC79c-'�--- DO Sag Pt. (mi. )
Effluent Mon , - . I. -. e . - ..x" .t 1 , Avg. Ma, ,;mur. 4, UI1_?li fist m
Characteristics Conc. Load • Cone Load. Cone Load Cone. . Load. Cone. Load,
BOD
. Fecal Coliform
iJ'solved • •en _____,*
of al SS c�. -�. 111 r f. ..
H -•N
!.H ran:e -s 5 w,
Lt. t, is e ar( I6sn /--:---1
-c-itaii---ttiziz—cfcatx--.._+-- cLip_iZzz___J- 4,..1,4,a2r___:,
--/-r) .. ceel
- . ._Lk..... I ._. __ _.__._...�
Yl 0` ', (+" i s i s Go r 'f---A- ' .,r r r t) n-e f'y p A..4 f i v"i y . /5--f I- t'l 1(So'-
Prepared by: YX < '--4.,,,y-t- - Reviewod by: ;• ,� ci.J Date: A/c
_____• .
L
IS -3/78

For Industrial DischarEers List BPT Below
Effluent 44.ant , Av-r _e W-e ... T Avera:e { Ka ,-,.. t.-. . M.a,xi-! _e ninimur„
Characteristics Conc. Load. Conc. Load. Conc. Load. Conc. Load. Conc. Load.
111111111MI _HDD --
EIM
Fecal Coliform . .
Disolved Oxygen
Total SS /29 , /AMR, . ?e.r-- �� -z-v,,--,. ..)c - z©vc i�"1,7,
NHN 3.-
-
�- off (range) Vic=-Sc�.
,,[.c,cn,„ 4-76 /e-, y
S, x„ l C%/
.4...,,,,e,-.3,,,,Ji r7 m,1-1, 4, T Nc-.Z-,./-45 7 7,i: .'ii dj,✓4 _S..7-77 rte... --> i:nc,.'�.,
111111
r/} -, �7.-z/ ,
--.",)e ) 3. S— . 41.1111
r
i i I .
Industrial SIC Code: )45-1) 14-'1 Type of Waste: ,-,-y 6,2—c ,,-, -_-, --.3
Effluent Guideline Reference: / ',C., . ;_,..- r '-1- ' ` eme_,— ;
_ - _ .G s . Vi / ,.7
Routing
To Initial
a Information Services
•
LQ Modeling and Alloc.
0 Regional Office
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L i • •
• • 7
•
• ASSIMILATIVE CAPACITY EVALUATION
ll // LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: Fe/c2sfdc.r (AtyprA.42 o,.,
Areawide (208) Planning Area: Na-s- -
Facili'tes (201) Planning Area: Srr,t.,_tc 1)".--t-
A. RECEIVING STREAM do 141 Toe R lot(-
Classification: C - TI.
7/10 Flow (cfs) 2 F.6
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
Stream Velocity (fps)
Stream Depth (ft)
Elevation @ Discharge Pt. (ft)
Drainage Area (sq. mi.)
7/10 Yield (cfsm)
Design Temperature (oC)
Groundwater Runoff ;cfs/mi)
Deoxygenation Rate (K1 Base e)
Reaeration Rate (K2 Base e)
Min. Daily Avg. 0.0. (mg/l)
Upstream Quality -
BODu (mg/1)
D.O. (mg/1)
C. REQUIRED EFFLUENT LIMITS
44- '/I° Design Flow (MGD)
BOD5 (mg/1) ?, 5 ��
`�� —
Ammonia Nitrogen mg/1 —
Dissolved Oxygenmg/1 (#'���j
Total Suspended Solids (�9+w►�} i7-476. - /
Fecal Coliform (N/100 ml) —
pH (S.U.) t - //7 ,
Fiau„ e
cis (�4E7 ) 470 c
TuYb,'4— / �ST/A /0 t;s ��eaM')
OMMENTS met moJ
O aDO 1
K- .< S e t t/gable So /e,)6 (wn./Q) ' 0• / -
n
500 L 5 �L, 5reft---.- ,
400 - - -
200 L QA.Ara-t 1'•- (..A.1u n Q. 1 AS104; s 6-14.4.-.04..._ 67. Lo,,.. i 4 'i
l00 - -- — - -, -- - --
90
S so //11
tato-4_ Csl..
eo�0. see y /
n % Kal
O 50 '
04 40
Z
a
• 30 -
W 20
V
I0
Dt:lgn Flow [mid]
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL FIRST UPDATEPAGE SECOND UPDATE THIRD UPDATE
Clil5/1t (t..)F ill 11 TUD6 - - I