NC0048305_Wasteload Allocation_19801218

NPDES DOCUMENT SCANNING COVER SHEET
NPDES Permit:
NC0048305
Carolina Yarn Processors
Document Type:
Permit Issuance
•
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Plan of Action
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Permit
History
Document Date:
December 18, 1980
Thies document is printed on reuse paper - ignore any
content on the reYerase aside

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Office to Com
N D[S WASTE LOAD 4LLuCAT ON
Facility Name: 6i7oL.r;.FI.\ `I.4iUi 12-0(-.r�<�.�rL'S — % . ��LIJ r Z R..t.T Date: < <-- ic�-80
C r ,.i � ` `CO C7 � � 3 � s !'+Za w. a :Z/ S �..'rrt....� C, I~` !='s, C.i
Existing I '''� Permit No.: I��ccsc ass �2� Pipe No.: _ C. o + County • �c}t-'<
Proposed I i 4Z,cxC ( AL.`o'rs O'JC L
Cv£/
t "y Twv /� % Domestic (% of Flow):
Design Capacity (T_GD) .l.(/ of blow)
Receiving Stream: 7°;'/'�.zs.,/ /442445' ' Class: (1 Sub -Basin: G3 )ec&
.2J Reference USGS Quad: /.46t4A.v (C -A C(Please attach) Requestor • 67.4z%./• ./e-e--/r c.,7 Regional Office
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E
0
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N
c�
w
(05
rci
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(Guideline limitations, if applicable, are to be listed on the back of this form.)
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Avg.Streamflow: 2 • o .G 4
Design Temp.: Drainage Area: /.9 bv� ; 4-
7Q10: 0), 5-CT.ff S Winter 7Q10• 30Q2•
Location of D.O.minimum (miles below outfall): Slope.
Velocity (fps): K1 (base e, per day, 20°C):_ K2 (base e, per day, 20°C)•
Effluent
Characteristics
Average
4sab/e SojuS
TSs
4t/
tk. 4,5CI
1A9c,Ati TC
30 ,I
G
Comments
1 h JI a2wr
_reed so Nra
Original Allocation
Revised Allocation
1
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Effluent
Characteristics
Monthly
Average
Comments
leCG
Date(s) of Revision(s)
(Please attach previous allocation)
Prepared By: V cw/` Reviewed By:
PLOTTED

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[� WOESIISTE LOAD ALLOCATION
Facility Name: C�A�l��-.ci.4 Y.Z.t/ /fzo .=. sSc i. s �••�c - /4 % E Z �s-�.�T
Existing
Proposed
Date • /.?/3'.-(56
Permit No.: Pipe No.: COO County: -/S:-
/02 cpco G424.ra.2lS
'.j J��.z f/.e.%•�
Design Capacity (NGD) :
O.vIndustrial (% of Flow) : "�.`%' Domestic (% of Flow) : -4�'�
Receiving Stream: l/. /• 70 /T/O.t 7,' /17%LOzE7 Z�.r.,ZClass : (I Sub -Basin • t _ 08 .c)6
Reference USGS Quad:/'V444A/SC-A/C (Please attach) Requestor• (4ty Regional Office
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: Drainage Area. / j it_; )'''' Avg. Streamflow: a, Q ( T-c"
7Q10:r. �e Winter 7Q10: 30Q2•
aV
cu
Location of D.O.minimum (miles below outfall): Slope.
E Velocity (fps): K1 (base e, per day, 20°C): K2 (base e, per day, 20°C)•
0
V,
c.�
•9
Effluent
Characteristics
MilorFell.
Average
Comments
eau $aI+ds
O./4
.30t.i p
j TSS
6 ei%
Q�� .�
// 0
cu�9
TU rbWd i fr : Ill
'-n e ,' S- Pet -,C0
m' .
Original Allocation
Revised Allocation
Prepared By:
( ct-PAC.
Effluent
Characteristics
Monthly
Average
Comments
ce i Vr
Date(s) of Revision(s)
(Please attach previous allocation)
{A -''fie Reviewed By: Date:

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• IMP
NPDES WASTE LOAD ALLOCATION •
.ci vim! Moieev /32€7e.sScty -/het" if. Ise ` . 4/7' Date: �r /O'Jd
Permit No.:
36,00e G?cam
(Guideline limitations,ifapplicable, ..are to. be listed on the back of this form.)
Facility Name:
Existing
Proposed r--1
Pipe No.:
C.Pa
County:
112,At<
• � .. � Flow. ��� Domestic (% of Flow) : �/�
Design Capacity (MGD)... Industrial (Z. of )
Receiving Stre: GX / r di 27 * ' ;"a: d& 7. ��Z . Class : Sub -Basin: e- : 3 d 966
�m
Reference USGS Quad://vim-��"AC(P.lease attach) Requestor: �'`�. ;i '— r Regional Office
f
i.
Design Temp.: Drainage Area; � ' {�y� Avg. S treamf low : ape) c- -
r
7Q10: 0, S G' S Winter-7Q10 30Q2:
CD
Location of D.O.minimum (miles below outfall): Slope:
.... Velocity (fps): i, py., ° K2 (base e, per day, 20°C) :
K (base a per da 20 C)
0
0
Effluent
Characteristics-
Monthly
Average
Comments
Se e o���:
x
�ra$/
f
•
H
�
�p ' Su
-
P
f •
._
1 Ir e c.Q. i v i166,
1,0 r S
f,
e x.c ecI ,A.70
Original Allocation
Revised Allocation
Prepared By:
•
Effluent "Monthly
Characteristics
Average,
Comments ,
44- c Aus�"fa
ttA'e
14 . diP 141ke
}.TU •
Date(s) of Revision(s)
(Please attach previous allocation)
iS Reviewed By: Date:

Form ,k0)1
#65
WASTE LOAD ALLOCATION APPROVAL FORM
Facility Name: Carolina Yarn Processors Inc. Water Plant
County: Polk Sub -basin: 03-08-06
Regional Office: Asheville Requestor: Gary Tweed
Type of Wastewater: Industrial NA
Domestic NA ;o
If industrial, specify type(s) of industry:
Receiving stream: UT North Pacolet River Class: C
Other stream(s) affected: Class:
7Q10 flow at point of discharge: 0.5 cfs
30Q2 flow at point of discharge:
Natural stream drainage area at discharge point:
1.4 mi2
Recommended Effluent Limitations
Settleable Solids = 0.1 ml/1
TSS = 30 mg/1
pH = 6-9 SU
Turbidity: the discharge shall not cause the turbidity of the
receiving water to exceed 50 NTU.
The above limits apply to all three dischargers: pipes 001, 002, 003.
This allocation is: // for a proposed facility
/X/ for a new (existing) facility
/ / a revision of existing limitations
/ / a confirmation of existing limitations
Recommended and reviewed by:
Head,
Reviewed by:
Regional Supervisor
Permits Manager
Approved by:
Division Director
Techncial Servi
Branch
p Tul
-y�./-6044
Date:
Date: -yid'
id' s/
Date: It/ I Sl 81
Date: L///?4'7%