NCG530095_wasteload allocation_19880802

1�\ 6-‘" P tt"r 7-13 I\ Let NE lLA cv
PERMIT NO..,
FACILITY NAME: t-30013y �t
Facility Status:
(click o..)
Permit Status: RENEWAL 1100FICA
(circle one)
Major _Minor
Pipe No: am 1
Design Capacity (MGD):
JAC.144L. �Z1416,.
Domestic (% of Flow): - 0--
Industrial (% of Flow): ��o©Y-
Comments: is
PROPOSED
4io�
NEW
,Q.Z.taA.Z POo2 ,w..n w.[tur . i gat 0..e,Sort $ conic:6-2ntc4)
A454.),7C- C] cZE a� A
RECEIVING STREAM: _ Cc9 e-e C&•Q.Lic,
Class: C- + Gov
Sub -Basin: 4- o - - oz_ c,No>
Reference USGS Quad: FAN E_
County: wv,
Regional Office: + Fa Mo Ra Wa Wi WS
(circle ems)
Requested By:
Prepared By:
Reviewed By:
; l
(please attach)
Date: 7- f- S
ate: 7/Z7'Bg
Date: >
NPDES WASTE LOAD ALLOCATION
49 Ct
Modeler
Date Rec.
4,'
SN/
'y1'68
t
4141
Drainage Area (mil) 4.26 Avg. Streamflow (cfs): LO
7Q10 (cfs) 0.3 Winter 7.Q10 (cfs) t ( 30Q2 (cfs) O6 .
Toxicity Limits: IWC % (circle owe) Acute / Chronic
Instream Monitoring:
Parameters Temp¢ca'tuce j 1)(5 j Conjuc-Wily) anti beta( coti45rM
Upstream Location lo0) ya(Js .ryS+ccarv1 {scot.; el', cifta
ic
Downstream Location 0"I Avrje5 downsfe&M Crotn disci/wit
PreeAc,./ Weekly iit 4he Sumole f (4.)r1l - Ocfoioer
l Nionfhty .iA +he winfef (Novembe r - Martin
Effluent
Characteristics
Noilft/ iy% I}vet o-
t}y{� {�ak .
BOD5 (mg/l)
30
q S
NHs N (mg/1)
_ NR
D.O. (mg/I)
6
TSS (mg/I)
30
F. Col. (/100m1)
1000
pH (SU)
6-9
5eifteaAk Sol; cis (tt/)
0,1
O,IS
Rees; A uA! Chb«de (Alfil)
2. ' s
rir
Tvabidi•I•y (NTu) : The
x
alsctuelt sh•.11 so+
race i'i
exceeds
n9 weft( s 1 u exceed so
5o Mru due -to ralw,eal
mt . I -the •Fvu 6:J44y
__6wc kdrounL caohl:iion$ ,
flu clisclAole ea,n nai CoUSe art �i ;nccesse ; n -Hat
Comments: kus LiisiN of tItt rtee,Lid ,n ,,.tael-er.
Rion. r1Ge.otrintcASs a-ClatnE M{
on.3or•n4 ere TP ant TII.
r=ecad (4mif's we.ce e ke Cer by J-{rtt 46172viilG sRe(t4��1o9�a1
(7 P-P c P _

UNITED STATES
DEPARTMENT OF THE INTERIOR
GEOLOGICAL SURVEY
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• A Mile 5
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Permit Number
Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Requestor
Date of Request
Quad
WASTELOAD ALLOCATION
NC0074357
WOODY'S TROUT FARM
INDUSTRIAL
EXISTING
COOPER CREEK
C-TROUT
040402
SWAIN
ASHEVILLE
DAVID FOSTER
7/1/88
F5NE
Wasteflow
5-Day BOD
Ammonia Nitrogen
Dissolved Oxygen
TSS
Fecal Coliform
pH
Settleable Solids
Residual Chloride
Turbidity
Request No. :4741
APPROVAL FORM------CEAJL-C ---
Water Quality Section
Drainage Area
Average Flow
Summer 7Q10
Winter 7Q10
30Q2
RECOMMENDED EFFLUENT LIMITS
Mo. Avg Daily Max
2.0
30
NR
6
30
1000
6-9
(ml/1): 0.1 0.15
(ug/1): 2
(NTU) : (he & 6charje, sh411 not tamst 114e }uA>4 4y DC i'ki
txc4e s 54 ►dtU clue +o natur l back1tound condh};ons,tke
MONITORING
(mgd):
(mg/1):
(mg/1):
(mg/1):
(mg/1):
(#/100m1):
(SU):
(sq mi)
(cfs)
(cfs)
(cfs)
(cfs)
JUL 2 0 1988
Asheville Regional Office
.Asheville, North Carolina
: 4.26
: 11.0
0.3
. 0.4
0.6
rece+thT waiecs 4o ekceec 50 NTL4. Si t11t Ito6:g1+7,
diatlacele caA nol cause any ;/!c teas/ 6; 1IC
tk� bi��t_�it_tece,d,� vgpgt,
Upstream (Y/N): Y Location: 100 YARDS UPSTREAM FROM POINT OF DISCHARGE
Downstream (Y/N): Y Location: 0.4 MILES DOWNSTREAM FROM POINT OF DISCHARGE
COMMENTS
RECOMMEND INSTREAM MONITORING OF TEMPERATURE, DO, CONDUCTIVITY, AND FECAL
COLIFORM. MONITORING SHOULD BE DONE WEEKLY IN THE SUMMER (APRIL - OCTOBER)
AND MONTHLY IN THE WINTER (NOVEMBER - MARCH).
-�;J &Ace( c2r 10,4 / eo
Recommended by _
Reviewed by:
ir--;
Tech. Support Supervisor
Regional Sor
Permits & ngineering
Date
Date
Date
Date 12; _
RETURN TO TECHNICAL SERVICES BY ___
Ala QQ

,$Gs # 0351212310
DA = 7;10 m;z
SsrQA-= 4,33 c(s
,R1DS= .S cks
7 (014 = .67 ccs
7QZ = 0 c(5
Wo0J
Ire> farm
Coat-C Creek
Qw ' 2.0 M GD
VSG5 !1.03S12175$0
7/13/SY
DI} =0.22 e.:z
QA- 0.6 cfs
70105: v,o cPs
7Q1ow = o. 0 cG
30Q1= 0.0 cos
U56S 03512,7sgS
7/13/8g
M ,1Sm:Z
4.4=0.'1 (Cs
7Q1o5= 0,0 ccs
7Q1014 r 0.0 c{s
306121 0,0 cfs
Woe
U565 # 03S1 Z I7575
7!f3IS?
P4 = 0,07 m.Z
QA; 0,15 cfs
7Qi0 5 = 0,0 teS
7Q1OW= 0.0 cfs
300 2 = CO.Ss
Tuckanet Ri✓t(
USGS0 035 I 2Z2 102
Esr QA = 1313.e( c€s
1Q(.OS = 544. 45 cis
7QIOu= t4Is,G( ct3
woodys Itout cac,n
Qw : 2.0 MGo
uses 4#,03s1z17510
'0A q,26
m� _
IPA =11 cfs
-MOO= 0.3 c{3
7Q10'i= 0.i cfs
30Q2. = 0.6 cFs
us6s D3SI 217S '7
7/13/d8
DA - 6- 1
QA= 13 cfs
76?I05 = 0.4 cfs
76110w= 0,4 cfs
33002 = 0.7 cfs

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7QiO R0
7QI0t-J1tU =
t" eF5 — it cFs
� q ,.,; le 2, S 3
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.74;(e
v,H cfs — pefs
.let Mi At
= 0, 13 `(s(m;It
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2.092 cfs/„ ;(c
Io5
Is (stoke') TockrA-liu R‘t 114
USGS * 036'1o60260
iiaS : 2,1q
7Q(O3 = ,S76
7QI01= .645
ROW S afa( (GO
0 lc
(2A- = 131 3 , 206 cG
7Q105 314y, 45 c(5
7010vd = 1-1I5-,61 crs,
7/1
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urovri; �ki5 err.

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MDS
v'J Ly S rav-'- f rRil
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Ctee
7,22> man+ 1 se�.vw� 'Z
RRS RC R7 R 8 R R
,.SG 32. ,Iv ,42 ,o5r ,Ib so/ 1.38 .3o .7o
3)24 125 4o0 IYo,48 Soo ZSo 571,43 14'1,43 33.33 33•33
2.S3 2,53 2ON2 2.0ir2- 2.082 2,og2 2.0VZ 2,082 2.0 r2 2,01r2
0.I. o.I3 0.039 0,039 0.039 0,031 0.037 o.03`t o.o3q 0.039
6.0 0.0 O.los 0,t05- 6,05 o,Aos olos o•IoS 6,1 oS o,la5'
A1+(io,„3k riYiejar far:(y whin w0.5 WAK r G a33(4,./
( f
ir
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tf• c 6i ?6 trace oat ,
geSu ( c( Io((J L;mII 'f(•-a" etJAI"i S 2, . f1 .
3,
'CS 4- 0 C.E$ = C43, i cfs) (.9 � jX .3 ifs,
6.'
c (3,1 tF3)
cJ
2 I a ^^l/t
df z,O 161," c5n
(CS iJAM, J

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Discharger
Receiving Stream
MODEL RESULTS
: WOODY'S TROUT FARM
: COOPER CREEK
SUMMER
CBOD=45 MG/L NBOD=90 MG/L
DO = 6 MG/L
The End D.O. is 8.31 mg/l.
The End CBOD is 2.25 mg/1.
The End NBOD is 1.60 mg/1.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
Segment 1 6.15 0.00 1
Reach 1 45.00 90.00 6.00 2.00000
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 0.00 0.00 0.00 0.00000
Reach 4 0.00 0.00 0.00 0.00000
Reach 5 0.00 0.00 0.00 0.00000
Reach 6 0.00 0.00 0.00 0.00000
Reach 7 0.00 0.00 0.00 0.00000
Reach 8 0.00 0.00 0.00 0.00000
Reach 9 0.00 0.00 0.00 0.00000
Segment 2 7.71 0.00 1
Reach 1 0.00 0.00 0.00 0.00000

*** MODEL SUMMARY DATA ***
Discharger : WOODY'S TROUT FARM
Receiving Stream : COOPER CREEK
Summer 7Q10 : 0.3
Design Temperature: 23.
Subbasin : 040402
Stream Class: C-TROUT
Winter 7Q10 : 0.4
!LENGTH! SLOPE! VELOCITY I DEPTH! Kd 1 Kd 1 Ka I Ka 1 KN I KN I KNR 1 KNR 1
[ mile I ft/ail fps 1 ft !design! 220° !design! 220° !design! 320° 'design! 220° 1
! 1 1 1 1 1 I ! i 1 1 '
Segment 1 1 0.561312.501 0.700 1 0.57 1 1.07 1 0.93 153.37 1 50.001 0.63 ! 0.50 1 0.63 1 0.00
Reach 1 1 1 1 1 1 1 1 1 1 1 1 I
I I I 1 1 I 1 1 1 1 1
Segment 1 1 0.321125.001 0.526 1 0.67 10.77 1 0.67 153.37 1 50.001 0.63 1 0.50 1 0.63 1 0.00
Reach 2 1 1 1 1 1 1 1 1 1 1 I 1
1 1 1 1 1 1 1 1 I 1 !
Segment 1 1 0.101400.001 0.731 1 0.57 1 1.12 1 0.97 153.37 1 50.001 0.63 1 0.50 1 0.63 1 0.00
Reach 3 1 1 1
! ! 1 1 1 1 1 1 1 I 1 I
Segment 1 1 0.421190.481 0.583 1 0.64 1 0.86 1 0.75 153.37 1 50.001 0.63 1 0.50 1 0.63 1 0.00
Reach 4 1 1 I 1 ! 1 1 1 1 1 1 I
1 1 1 1 1 1 1 1 1 1 1 1
Segment 1 1 0.081500.001 0.762 ! 0.56 1 1.15 1 1.00 153.37 ! 50.001 0.63 1 0.50 1 0.63 1 0.00
Reach 5 1 1 1 1 I 1 1 1 1 1 1 I
1 I 1 1 1 1 1 1 1 1 1
Segment 1 1 0.161250.001 0.620 1 0.62 1 0.92 1 0.80 153.37 1 50.001 0.63 1 0.50 1 0.63 1 0.00
Reach 6! 1 I 1 1 1 1 1 1 1 1 1
I 1 1 1 1 1 1 1 1 1 1 1
Segment 1 1 0.071571.431 0.785 1 0.55 1 1.15 1 1.00 153.37 1 50.00! 0.63 1 0.50 1 0.63 1 0.00
Reach 7 1 1 1 1 1 1 1 ! 1 1 1 1
I 1 I 1 1 1 1 1 ! 1 1 !
Segment 1 1 1.381144.931 0.513 1 0.68 1 0.75 1 0.65 153.37 1 50.00! 0.63 1 0.50 1 0.63 1 0.00
Reach 8! 1 I 1 1 1 1 1 1 1 1 !
1 1 1 1 1 1 1 1 1 1 1 1
Segment 1 1 0.301 33.331 0.325 1 0.86 1 0.43 1 0.38 120.83 1 19.521 0.63 1 0.50 1 0.63 1 0.00
Reach 9 1 1 1 1 1 1 1 1 1 1 1 I
1 1 1 1 1 1 I ! 1 1 1 1
Segment 2 1 0.901 33.331 2.226 1 3.23 1 0.60 1 0.52 153.37 1 550.00! 0.63 1 0.50 1 0.63 1 0.00
Reach 1 1 1
I Flow 1 CHOD 1 NBOD 1 D.O. I
1 cfs 1 mg/1 1 mg/1 1 mg/1 I
Segment 1 Reach 1
Waste I 3.100 1 45.000 1 90.000 1 6.000
Headwaters! 0.300 1 2.000 1 1.000 1 7.720
Tributary 1 0.000 1 2.000 1 1.000 1 7.720
* Runoff 1 0.130 1 2.000 1 1.000 1 7.720

Segment 1 Reach 2
Waste 1 0.000 1
Tributary 1 0.000 1
* Runoff 1 0.130 1
Segment 1 Reach 3
Waste 1
Tributary 1
* Runoff 1
0.000 1
0.000 1
0.039 1
Segment 1 Reach 4
Waste 1 0.000 1
Tributary 1 0.000 1
* Runoff 1 0.039 1
Segment 1
Waste
Tributary
* Runoff
each 5
0.000 1
0.000 1
0.039 1
Segment 1 Reach 6
Waste 1 0.000 1
Tributary 1 0.000 1
* Runoff 1 0.039 1
Segment 1 Reach 7
Waste 1 0.000 1
Tributary 1 0.000 1
* Runoff 1 0.039 1
Segment 1 Reach 8
Waste 1 0.000 1
Tributary 1 0.000 1
* Runoff 1 0.039 1
Segment 1 Reach 9
Waste 1 0.000 1
Tributary 1 0.000 1
* Runoff 1 0.039 1
Segment 2 Reach 1
Waste 1
Headwaters!
0.000 1
0.000 1
Tributary 1344.450 1
* Runoff 1 0.039 1
0.000 1
2.000 1
2.000 1
0.000 1
2.000 1
2.000 1
0.000 1
2.000 1
2.000 1
0.000 1
2.000 1
2.000 1
0.000
2.000
2.000
0.000
2.000
2.000
0.000
2.000
2.000
0.000 1
2.000 1
2.000 1
0.000 1
2.000 1
2.000 1
2.000 1
* Runoff flow is in cfs/mile
0.000 1
1.000 1
1.000 1
0.000 1
1.000 1
1.000 1
0.000 1
1.000 1
1.000 1
0.000 1
1.000 1
1.000 1
0.000 1
1.000 1
1.000 1
0.000 1
1.000 1
1.000 1
0.000 1
1.000 1
1.000 1
0.000 1
1.000 1
1.000 1
0.000 1
1.000 1
1.000 1
1.000 1
0.000
7.720
7.720
0.000
7.720
7.720
0.000
7.720
7.720
0.000
7.720
7.720
0.000
7.720
7.720
0.000
7.720
7.720
0.000
7.720
7.720
0.000
7.720
7.720
0.000
7.720
7.720
7.720

! Seg #
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
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1
I Reach # I Seg Mi I D.O.
1 0.00 6.15
1 0.05 6.29
1 0.10 6.40
1 0.15 6.48
1 0.20 6.56
1 0.25 6.61
1 0.30 6.66
1 0.35 6.70
1 0.40 6.74
1 0.45 6.76
1 0.50 6.79
1 0.55 6.81
2 0.55 6.81
2 0.60 6.89
2 0.65 6.95
2 0.70 7.00
2 0.75 7.04
2 0.80 7.06
2 0.85 7.09
3 0.85 7.09
3 0.90 7.05
3 0.95 7.03
4 0.95 7.03
4 1.00 7.05
4 1.05 7.06
4 1.10 7.08
4 1.15 7.09
4 1.20 7.10
4 1.25 7.11
4 1.30 7.12
4 1.35 7.13
5 1.35 7.13
5 1.39 7.10
5 1.43 7.08
6 1.43 7.08
6 1.47 7.09
6 1.51 7.10
6 1.55 7.11
6 1.59 7.11
7 1.59 7.11
7 1.62 7.10
7 1.65 7.09
8 1.65 7.09
8 1.70 7.14
8 1.75 7.17
8 1.80 7.20
8 1.85 7.22
8 1.90 7.24
8 1.95 7.26
8 2.00 7.27
8 2.05 7.28
8 2.10 7.29
8 2.15 7.30
8 2.20 7.30
8 2.25 7.31
8 2.30 7.32
8 2.35 7.32
8 2.40 7.33
8 2.45 7.34
8 2.50 7.34
I CBOD
41.21
40.94
40.67
40.41
40.15
39.89
39.63
39.38
39.12
38.87
38.62
38.37
38.37
38.13
37.89
37.66
37.42
37.19
36.96
36.96
36.77
36.58
36.58
36.39
36.21
36.03
35.85
35.67
35.49
35.31
35.13
35.13
34.99
34.84
34.84
34.70
34.56
34.42
34.28
34.28
34.18
34.08
34.08
33.91
33.74
33.57
33.41
33.24
33.08
32.91
32.75
32.59
32.43
32.27
32.11
31.95
31.79
31.63
31.47
31.32
SUMMER
CBOD=45 MG/L
DO = 6 MG/L
I NBOD I Flow I
82.15 3.40
81.77 3.41
81.39 3.41
81.01 3.42
80.64 3.43
80.27 3.43
79.90 3.44
79.53 3.45
79.16 3.45
78.80 3.46
78.44 3.46
78.08 3.47
78.08 3.47
77.65 3.48
77.22 3.48
76.80 3.49
76.38 3.50
75.96 3.50
75.55 3.51
75.55 3.51
75.31 3.51
75.07 3.51
75.07 3.51
74.78 3.52
74.49 3.52
74.20 3.52
73.92 3.52
73.64 3.52
73.35 3.53
73.07 3.53
72.79 3.53
72.79 3.53
72.61 3.53
72.43 3.53
72.43 3.53
72.22 3.53
72.01 3.54
71.80 3.54
71.59 3.54
71.59 3.54
71.47 3.54
71.34 3.54
71.34 3.54
71.03 3.54
70.73 3.55
70.42 3.55
70.12 3.55
69.82 3.55
69.52 3.55
69.22 3.56
68.93 3.56
68.63 3.56
68.34 3.56
68.05 3.56
67.75 3.57
67.46 3.57
67.17 3.57
66.89 3.57
66.60 3.57
66.32 3.57
NBOD=90 MG/L

-31.^= "LJ.°" ~~~�
1 � 2.60 7.35 31.01 65.75 3.58
^ 1' B 2.65 7.36 30.B6 65.47 3'58
1 8 2.70 7.36 30.70 65.19 3.58
1 8 2.75 7.37 30.55 64.91 3.58
1 8 2.80 7.38 30.40 64.63 3.59
1 8 2.B5 7.38 30.25 64.35 3.59
1 8 2.90 7.39 30.10 64.08 3.59
1 B 2.95 7.39 29.95 63.80 3.59
1 8 3.00 7.40 29.80 63.53 3.59
1 9 3.00 7.40 29.80 63.53 3.59
1 9 3.05 7.16 29.67 63.12 3.60
1 9 3.10 6.96 29.53 62.72 3.60
1 9 3.15 6.81 29.40 62.31 3.60
1 9 3.20 6.68 29.26 61.91 3.68
1 9 3.25 6.58 29.13 61.52 3.60
1 9 3.30 6.50 28'99 61.12 3.61
2 1 0.00 7.71 2.28 1.62 34B.06
3 1 0.10 7.82 2.28 1.62 348.06
2 1 0.20 7.92 2.27 1.62 348.06
2 1 0.30 8.00 2.27 1.61 348.07
2 1 0.40 8.07 2.26 1.61 348.07
2 1 0.50 8.14 2.26 1.61 348.08
2 1 0.60 8'19 2.26 1.61 348.o8
2 1 0.70 8.24 2.25 1.60 34B.08
2 1 0.80 8.28 2.25 1.60 348.09
2 1 0.90 8.31 2.25 1.60 348.09
| Seg # | Reach # | Seg Mi | D.O. | CBOD | NBOD | Flow (

Date_ Q4/,2.9'
f=J
L,J
,NPD'ES STAFF REPORT AND RECOMMENDATIONS
County Swain
NPDES-._Permit No. NC0074357
PART I -'GENERAL INFORMATION
1. Facility and Address:
RECEIVED
J UN ride
Woody's Trout Farm Inc. PERMITS & ENGINEERING
430 Cooper Creek Road
Bryson City, North Carolina 28713
2. Date of Investigation: June 22, 1988
3. Report Prepared By: Peter T. Nathanson
4. Persons Contacted and Telephone Number:
Reijo and Pirkko Kainulainen, Owners/Managers - 704/488-2577
5. Directions to Site: Exit U.S. 19-23 at Hyatt Creek Road (Ela) NCSR 1168
and follow to Old U.S. 19. Go left to NCSR 1355, Cooper Creek Road. Go right
on NCSR 1355 and follow 32 miles to trout farm on left.
6. Discharge Point - Latitude: 35° 29' 33"
Longitude: 83° 22' 15"
Attach a USGS Map Extract and indicate treatment plant site and
discharge point on map.
USGS Quad No.
or USGS Quad Name
Whittier, N.C.
7. Size (land available for expansion and upgrading):
Limited land available immediately adjacent to existing ponds, but 5-10
acres available elsewhere on property.
8. Topography (relationship to flood plain included):
Rolling to flat; not in Cooper Creek floodway.
9. Location of nearest dwelling: Greater than 1,000 feet.
10. Receiving stream or affected surface waters: Cooper Creek
a. Classification: C-Tr
b. River Basin and Subbasin No.: Little Tennessee 04-04-02
c. Describe receiving stream features And pertinent downstream
uses: mostly rural to low -density rural drainage
agriculture
wildlife

DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
Type of wastewater: % Domestic
100 % Industrial (Agricultural)
a. Volume of Wastewater: # MCD
b. Types and quantities of industrial wastewater:
100% trout hatchery wastewater from raceways and holding
ponds.
c. Prevalent toxic constituents in wastewater: None
d. Pretreatment Program (POTWs only) N/A
in development
should be required
approved
not needed
2. Production rates (industrial discharges only) in pounds
a. highest month in the last 12 months
b. highest year in last 5 years 50,000 - 70,000 pounds/year
3. Description of industrial process (for industries only) and
applicable CFR Part and Subpart: N/A
4. Type of treatment (specify whether proposed or existing):
Sedimentation pond.
5. Sludge handling and disposal scheme: Accumulated solids are spread
onowner's fields.
6. Treatment plant classification: N/A
7 . SIC Code (s) 0279 2092
Wastewater Code(s) 29 30
*This information has not been provided by permittee yet.

OTHER PERTINENT INFORMATION
Is this facility being constructed with Construction Grants Funds
(municipals only) ? N/A.-
2. Special monitoring requests:
3. Additional effluent limits requests:
4. Other:
PART IV - EVALUATION AND RECOMMENDATIONS
BOD, bacteria in addition to TSS
and settleable matter.
Permittee has not been using Best Management Practices at this trout farm.
Desire permit be issued so effluent limits can be used to initiate corrective
actions at facility.
//v
Si• atu e of report repa
Wat: `Quality Regional Supervisor