NC0000108_Wasteload Allocation_19860328

NPDES DOCUMENT SCANNING COVER :SHEET
NPDES Permit:
NC0000108
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File
- Historical
Monitoring Report
Instream Assessment (67B)
Environmental Assessment (EA)
Permit
History
Document Date:
March 28, 1986
This document is printed on reuse paper - igmzore any
content on the rew erne side

Engineer
Date Rec .
NPDES WASTE/ LOAD ALLOCATION a/./7/96
Facility Name: ,4/�gg/C.¢N Thi/2Ef%1) tlhoe/ IWA }� Date o?- //'�$
Existing
Proposed O Permit No.: /I/GO000 /D Pipe ND.: 06 3
I¢. 0. 004,
Design Capacity (MGD) : 8. 0. 6/5' . Industrial (% of Flow) : v Dtmestic (% of Flow) : /e) (.)
.Qce
Receiving Stream:
4•LE-044/4/ eieebie Class:
County:
7P-14/SYL v, ,0tA
C-- Sub -Basin: O 4- - 0 3- Q 1
Reference USGS Quad: 4 7 de (Please attach) Requestor: Si�sj 84/P4.5-S Regional Office ?'.S (///1..L`^
,2.osn?/9A/
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Imp.: ' C� Drainage Area (mi2): ,(1
7Q10 (cfs) 3
Winter 7Q10 (cfs) 0,47
Location of D.O. minimum (miles below outfall) :
Velocity (fps):
K1 (base e, per day):
Avg. Streamflow (cfs) :
30Q2 (cfs)
Slope (fpm) t.5
K2 (base e. Der day):
�7 L(
�(
Effluent
Characteristics
Monthly
Average
Comments
I.i ��;., -N
1.„3 1-?,
TJ
T<,--
- C
—e\ 1,..e
i
c-, H,
(- '^I
-i) L.).
Comments:
` Effluent I
Characteristics
Monthly
1 -verage
Comments
V1'-C-4,k2uk- ;\
Reviewed By:
)/(0 Date:
PLOTTE
-SY
a

WASTELOAD ALLOCATION APPROVAL FORM
Request No. : 2906
(A, a)
Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Requestor
Date of Request
Quad
AMERICAN THREAD CO.
DOMESTIC
EXISTING
GALLOWAY CREEK
C
040301
TRANSYLVANIA
ASHEVILLE
BRIDGES
G7NE
Wasteflow (mgd)
5-Day BOD (mg/1)
Ammonia Nitrogen
Dissolved Oxygen
TSS (mg/1)
Fecal Coliform
pH (SU)
(mg/1) :
(mg/1) :
(#/100m1):
Drainage Area (sq mi) . .69
7Q10 (cfs) . .43
Winter 7Q10 (cfs) . .6
30Q2 (cfs)
Average Flow (cfs) : 2.05
RECOMMENDED EFFLUENT LIMITS
S/W
.006
30
NR
NR
30
1000
6-9
S/W
.015
30
NR
NR
30
1000
6-9
v-#,2
C>
COMMENTS
0
�k (_4-1L(,)LS
Recommended by
Reviewed by:
Tech. Support Supervisor
Regional Supe
Permits & Engineering
MAR 27 1986
PERMITS & ENGINEERING
Date_*_+k_s-
Date__J (7/f,
Date__ / vtSj U �o
Date- 3�jz"114-
Water Quality Division
MAR 19 1986
Wesre;rt itebtOnal Office
Asheville, North Carolina

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DISCHARGER' '
IECEIVING STREAM
MODEL RESULTS
AMERICAN THREAD CO.
GALLOWAY CREEK
THE END D.O. IS
8.72 MG/L
THE END CBOD IS
4.16 MG/L
THE END NBOD IS 0.00 MG/L
THE D.O. MIN. OF SEGMENT 1 IS 8.12 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0.00
WHICH IS LOCATED 'IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 129 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NBOD
THE REQUIRED EFFI4UENT D.O. IS 0 MG/L
THE WASTEFLOW EN ERING SEG 1 REACH 1 IS 6.000001E-03 MGD

•
* * * . M'OD.EL 'SUMMARY DATA * * *
Discharger
Receiving Stream
7Q10
Design Temperatur
: AMERICAN THREAD CO.
: GALLOWAY CREEK
• .43
e : 20 -C
Subbasin
Stream Class:
Winter 7Q10 :
30Q2
040301
C
.6
2LENUMPSDOM 2 VIIACITY 2DEp'1H 2 K1 2 K1 2 K2 2 K2 2 KN 2 EN 2KNR 2 KNR 2
2 ndle 2ftAmi 2 fPS 2 ft 2 /day 2@20-2MY2@20-2AV2@20-2A 2 @20-2
2 2 2 2 2 2 2 2 2 2 2 2 2
SegnEnt 1 2 0.132 71.502 0.188 2 0.41 2 0.62 2 0.62 224.21 2 24.212 0.00 2 0.00 2 0.00 2 0.00 2
RBadi 1 2 2 2 2 2 2 2 2 2 2 2 2 2
*** INPUT DATA SUMMARY ***
2 Flow 2 COD 2 NBOD 2 D.O4 2
2 as 2 /l 2 "g/ 1 2 I�/ 1 2
Segment 1 Reach 1 2
Waste 2
HeadWater's2
Ttpoutary 2
* Runoff 2
2 2 2 2
0.009 '129.000 2 0.000 2 0.000 2
0.430 2 2.000 2 0.000 2 8.300 2
0.000 2 0.000 2 0.000 2 0.000 2
0.620 2 2.000 2 0.000 2 8.300 2
* Runoff now is in efs/mile

DISCHARGER
RECEIVING STREAM
MODEL •RESULTS
AMERICAN THREAD CO.
GALLOWAY CREEK
THE END D.O. IS
8.58 MG/L
THE END CBOD IS
8.27 MG/L
THE END NBOD IS 0.00 MG/L
THE D.O. MIN. OF SEGMENT 1 IS 7.87 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0.00
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH
THE WLA FOR SEGMENT 1 REACH
THE REQUIRED EFFLUENT D.O. IS
THE WASTEFLOW ENTERING SEG 1
1 IS 151 MG/L OF CBOD
1 IS 0 MG/L OF NBOD
0 MG/L
REACH 1 IS .015 MGD

•
* * *M'OilEL + SUMMARY DATA
Discharger
Receiving Stream
7Q10
Design Temperatur
: AMERICAN THREAD CO. Subbasin : 040301
: GALLOWAY CREEK Stream Class: C
: .43 Winter 7Q10 : .6
e : 20 -C 30Q2
2LIIG'IH2SIcPE 2 VELCC,�ITY 2DEPTH 2 la.2 K1 2 K2 2 K2 2 EN 2 IN KNR 2 I�iR 2
2 mile e 2ft/ u i 2 fps 2 ft 2 May2 @20- 2 /day 2 @20- 2 /day 2 @20- 2 idair2 @20- 2
2 2 2 2 2 2 2 2 2 2 2 2 2
Segment 1 2 0.132 71.502 0.192 2 0.41 2 0.63 2 0.63 224.74 2 24.742 0.00 2 0.00 2 0.00 2 0.00 2
ach 1 2 2 2 2 2 2 2 2 2 2 2 2 2
*** INPUT DATA SUMMARY ***
2 Flow 2 MOD 2 NBCD 2 D.O. 2
2 cfs 2 im/ 1 2 A9/1 2 2
Sent 1 Reach 1 2 2 2 2 2
Waste 2 0.023 '151.000 2 0.000 2 0.000 2
Headwaters2 0.430 2 2.000 2 0.000 2 8.300 2
ZYibutaiy 2 0.000 2 0.000 2 0.000 2 0.000 2
* Runoff 2 0.620 2 2.000 2 0.000 2 8.300 2
* Ruoff flow is in cfs/mile

ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: a44au a-,,, % �i.t C-"",., /)et.,..
Areawide (208) Planning Area: N 0 i , itSigy Aa1r.G
Facilities (201) Planning Area: R>75 ... ->nn4
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V-- iz1
(.µ23)'" (
5. .!
44 -
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Tos'►-v,s,✓
JDf
1
Go91,JE.
100
100
100
too
100
90
80
70
00
50
40
30
20
10
-...A/
A..
-- -
0.0 D,of 0.02
Derlln Flow [mad]
C.
A. RECEIVING STREAM
Classification:
7/10 Flow (cfs) 0-
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi) .S O
Stream Velocity (fps) o•)
Stream Depth (ft) c7 • S3
Elevation @ Discharge Pt. (ft) Z i $ C
Drainage Area (sq. mi.) 0,6
7/10 Yield (cfsm) 0. 63
Design Temperature (0C) Z 0
Groundwater Runoff (cfs/mi) O .'/9
Deoxygenation Rate (K1 Base e) O. 3 g
Reaeration Rate (K2 Base e) 0.39
Min. Daily Avg. D.O. (mg/1) S: 0
Upstream Quality -
BODu (mg/1)
D.O. (mg/1) g.3
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD) O. P Is
BOD5 (mg/1) 30
Ammonia Nitrogen (mg/1)
Dissolved Oxygen (mg/1) —
Total Suspended Solids (mg/1) 3 Q
Fecal Col iform (#/100 ml)
pH (S.U.) - ip
Z
D. COMMENTS
Dgat mg/1
mq/1
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL
FIRST UPDATE
`7- 21-11
JbF
PAGE
FIB B o I
SECOND UPDATE
THIRD UPDATE