NC0006548_Wasteload Allocation_19880426

NPDES DOCUMENT SCANNING COVER :SHEET
NC0006548
Wayne Farms / Dobson facility
NPDES Permit:
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:
April 26, 1988
Thies document is printed on reuse paper - igrzore any
content on the rew-erse side

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NCOO o6,54- F3
FACILITY NAME• Wjiie. t'OU�J1'Y • o-c Co'��"^e"��-o.►
Facility Status:
(circle one)
Permit Status: (RENEWAL MODIFICATION \UNPERWITED NEW
(circle one)
DUSTING ) PROPOSED
Major Minor
Pipe No• 0
Design Capacity (MGD):
Domestic (% of Flow)- 0
Industrial (% of Flow)* `-
Comments- J -4vo `t,t C� " S 1 b-y r�buRs f
G, /2, ,r 4-U
4- Pvbfos P CD ..ecy,...od ens-:.a-.�-t_p
1©0
S-¢z lsvP ?
RECEIVING STREAM:
Class:
Sub -Basin -
1 •e
Cr
03-07-0Z
Reference USGS Quad:
County:
Regional Office: As
(circle ewe)
Requested By:
Prepared By:
Reviewed By:,
B 1 \ki,V" (please
attach)
S v-v!
Fa Mo Ra Wa Wi WS
`t% Date:
3/ 77,6
Modeler
Date Rec.
3` ZLt88
24-5
N4 i 0,J
Drainage Area (mil) 1(1 GI Avg. Streamflow (cfs)1S7:
7Q10 (cfs) i Winter 7Q10 (cfs) ' 30Q2 (cfs)
Toxicity Limits: IWC .� % (circle one) Acute /
Instream Monitoring:
Parameters
j9
Upstream
Location
Downstream Location
Effluent 4-- =-
Characteristics
0 C� (. .
IV(11L 4
BOD a (#Yd)
) rj tP '<p
-7% 1
°l a. i PT
LA ` t G vec6e-N)
1 30 b Pr
eu,U (o Li-crw u 14004
I 6rbID WC;;
\l (50)
(0-9 )_) &
PLO
ED
,
Comments- 612. f -Gcliit_cc'1
?-r,(AA F ntP
��� Liac,17.

FOR APPROPRIATE DISCHARGERS, LIST COMPLETE GUIDELINE LIMITATIONS BELOW
Effluent Characteristics
Average
Daily
Maximum
Comments
bODs 3 0,4 2X GOD -.
Z'76 16M .7
53)) j' s 0•IozXboo -
3-7Z IbJdai
*-
op) 62,61 c;v20,2„se O. zo X 6, oo y
1 20 164.)
iz: o .Q C2 i ico/- "tn,
4- 'f'
Type of Product Produced
Lbs/Day Produced
Effluent Guideline Reference
PalAs C` Pis LA per,")
600, 000 a`
1"•-a, Q c/ 4-o c P'(L 4- 7, z. 1--k,
'`
o-
kG`Q e r v cvf!-c o-,.•.. I7-,,.
p• -
_pe
& w-�e_ ..-+i. (s -e e
pwept
,8--a-aa-J
G
i
4�% ea,,--? .b-,J-
01 co --.tics ,„4.,i 44.4....¢.rik,az. ( vr9 olro-o
-1[/n id-.LZI 4

1-04-ee 7,1
/14 :J £ ' ?ram-C -J a..a .�✓'d2 _
(Ds" ff-r) 7J. Pe-c• r'--e(t./
Pire-r-edd cf--L?f gal i 9 74
"�04�
S ,
5 0,6Z
6"'Q4/0. 0.20 Y 3cD
3o (Klb/L
3,70
•
r313l�l
j
4 as/ra-o...._.P
cc,O CuAAA-s9-
feivu,43
053 60,00D /1/La7I-i&-:
c..ce.(.
_27/0 74.1
124)
¢vb/tvn �--e
ct
.vb „ 8,3 ,f ga.44
c
a 7(8,3 4-
50v _ 2��rei ,
S &;',¢8)( o.34)
TS S = _ 3? 2
Od ram_

^
Permit Number
Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Bubb asin
County
Regional Office
Requestor
Date of Request
Quad
Wasteflow
5-Day BOD
TSS
Oil & Grease
Fecal Coliform
WASTELOAD ALLOCATION APPROVAL FORM
NC0006548
WAYNE POULTRY
INDUSTRIAL
EXISTING
FISHER RIVER
C
030702
BURRY
WSRO
JULE SHANKLIN
3/21/88
B16NW
:
:
:
(DIV.OF CONTINENTAL GRAIN)
Drainage Area
Average Flow
Summer 7010
Winter 7010
3002
RECOMMENDED EFFLUENT LIMITS
DAL AVE
0.48
276
372
120
04 Wk
/
tc,
/ -� �-6-1 u
--------------------------------- MONITORING
Upstream (Y/N):
Downstream (Y/N):
Location:
Location:
---------------------------------- COMMENTS
THESE LIMITS ARE THE BPTS
SEE ATTACHED TOXICITY TESTING REQUIREMENTS
[an�lc�)
C, � 'o ' . &e,�~ jf-
~-- U ---
/�m+L �o'A&,
Recommended by
Reviewed by:
Tech. Support SuNervisor
Regional Supervisor
Request No. :4546
(sq mi) : 109.
(cfs) : 155
(cfs) : 29.
(cfs) : 53.
(cfs) : 64
c'xvw~��
`�
Permits & Engineering
Date
�
L'
Date
Date
&8���� 1���
m"�/ �� ��wm
RETURN TO TECHNICAL SERVICES BY .

j�
Facility Name tVa(.1AO
LC.ti.
Permit # ACCO00 (r5L/
CHRONIC TOXICITY TESTING REQUIREMENT (QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity usingtest . tY procedures outlined in:
1.) The North Carolina
•chronic effluent bioassay procedure (North Carolina Chronic
Bioassay Procedure - Revised *Febniary 1987) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of roducaon or
significant mortality is _% (defined as treatment two to the North Carolinprocedure
document)• The permit holder shall perform Quarterly mbnitoringusing
compliance with the permit condition. The first test will be rformed tthis procedure
from establish
issuance of this permit during the months of .`Ta ,4y�, Cty, �' �'
sampling for this testing shall be performed at the NPDES" .Effluent
all treatment processes. permitted final effluent discharge below
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form (MR-1) for the month in which' it was performed,
code TGP3B. Additionally, DEM Form AT-1 (original) is to be seto theffolowin t addre meter
g
Attention: Technical Services Branch
North Carolina Division of
Environmental Management
P.O. Box 27687 •.
Raleigh, N.C. 27611
• Test data shall be complete and accurate and include all su " rtin ch
PPo g emrcal/physical measurements
_ performed in association with the toxicity tests, as well as all dose/response data. Total residual
chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed f
disinfection of the waste stream.or.
Should any test data from this monitoring requirement or tests performed bythe North
Division of Environmental Management indicate potential irnpacts to the receiving sin Carolina
permit may be re -opened and modifieto include alternate monitoring requirements or limits.
•
NOTE: Failure to achieve test conditions as specified in the cited document, t, such as minimum
control organism survival and appropriate prate environmental controls, shall constitute an invalid test
and will require immediate retcsting(within.30 days of initial:
suitable test results will eonstltute a faiiu of permit condition, onitoring event). Failure to submit
7Q10 02 cfs
Permited Flow D ,__ MGD
__ -Bashi & Sub basin._. aTo9-6T-A - - - i
Receiving Stream.►�he� T, tier
County
Date
Ur
nunended:.by:
**Chronic Toxicity (Ceriodaphnia) P/F at a,5 %, M
_ rt flJu f Oci ,See Part3 , Condition
CiAt

1L)uj M PooJ'/'y60tv. ebtt,iinewic.G
. 41S,ryJd
l00 io 1 ",e%ust,cij
Pr2c74Ad davhCed 5v4c.'o
30o ODD 6 oU 0c6
i:.
,00
d
3fkare) upot'uct(riv
Ro'
' 3
AA 7- 62a /5,5 � .g = 075
ems= (1/439-a9� .g= o.44
;2;(Af•(56- . .S z. 6,'13
,;
•
1 i
fi
,i
t;fr d
v 7)1rev
pAwl 005 we.,4
u56fa. it Q4,2415-188
DA= tcaicoruia
QA= 155.o0c-as
yam= a�.o ryis
4'Q ::53.0cis
c�a= OZ-1,04,
J
u56-5�. l( 5:.0 `88
DA= la1.00 Ka -
CAA = 1`70.00 &Cs
3a.oc
%w=5$c-is'

aA=I Se-s L-6,9
079 c-A 6w= 6.412
oL - .23 �' B a�lXo, rrt,9 •
60=-
?O 4 a, 5
L
ce-e--z ci, etN c
2: C w- . oqi Cdof = cOCD E. 3
L2Of 1
c q. 7'l41

Discharger
Receiving Stream
SUMMER
MODEL RUN WITH BPTS
MODEL RESULTS
: WAYNE POULTRY (DIV.OF CONTINENTAL GRAIN)
: FISHER RIVER
The End D.O. is 7.75 mg/l.
The End CBOD is 5.16 mg/l.
The End NBOD is 0.70 mg/l.
WLA WLA WLA
DO in CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/l) (mg/l) (mg/l) (mgd)
Segment 1
Reach 1
206.83 0.00 0.00 0.48000

*** MODEL SUMMARY DATA ***
Discharger u WAYNE POULTRY (D I V „ OF CCNTEubb as i. n u 030702
Receiving Stream p FISHER RIVER Stream Classn C
Summer 7CE10 : 29. Winter 70:L0 n 53.
Design Temperature: 25.
:LENGTH! SLOPE VELOCITY 1 DEPTH Kd 1 Kd Ka 1 Ka 1 KN 1 KN 1 KNR 1 KNR 1
1 mile 1 ft/mil fps 1 ft !design! 320° !design' 320° !design! 320° !design{ 220° 1
Segment 1 1 6.801 8.601 0.514 1 2.01 1 0.32 1 0.25 4.33 1 3.891 0.44 1 0.30 1 0.44 1 0.00 1
Reach 1 1 , ,
1 Flow 1 CBOD i NBOD
1 cfs 1 mg/1. 1 mg/1
Segment 1 Reach 1
Waste 0.744 1206.830 1 0.000
Headwaters! P9.000 2.000 1 1.000
Tributary 1 0.000 2.000 1 1.000
Runoff 1 0.440 2.000 1 1.000
* Runoff flow is in cfs/mi Ie
,
,
,
D.O.
mg/I. 1
0.000
7.440
7.440
'7.440

SUMMER
MODEL RUN WITH BPT8
Seg # Reach # | Seg Mi D.O. | CBOD NBOD Flow (
1 1 0.00 7.25 7.12 0.97 29.74
1 1 0.40 7.33 6.99 0.95 29.92
1 1 0.80 7.39 6.85 0.94 30.10
1 1 1.20 7.44 6.72 0.92 30.27
1 1 1.60 7.49 6.59 0.90 30.45
1 1 2.00 7.52 6.47 0.88 30.62
1 1 2.40 7.56 6.35 0.86 30.80
1 1 2.80 7.58 6.23 0.84 30.98
1 1 3.20 7.61 6.11 0.83 31.15
1 1 8.60 7.68 5.99 0.81 31.33
1 1 4.00 7.65 5.88 0.80 31.50
1 1 4.40 7.67 5.77 0.78 31.68
1 1 4.80 7.69 5.66 0.77 31.86
1 1 5.20 7.70 5.56 0.75 32.03
1 1 5.60 7.71 5.46 0.74 32.21
1 1 6.00 7.73 5.36 0.72 32.38
1 1 6.40 7.74 5.26 0.71 32.56
1 1 6.80 7.75 5.16 0.70 32.74
Seg # | Reach #! ( Seg Mi D.O. CBOD NBOD Flow <

Discharger
Receiving Stream
SUMMER
MODEL RUN TO CHECK FOR NEEDE
CONCENTRATION BASED LIMITS
---------- MODEL RESULTS —~--------
: WAYNE POULTRY (DIV.OF CONTINENTAL GRAIN)
: FISHER RIVER
The End D.O. is 7.74 mg/l.
The End CBOD is 5.25 mg/l.
The End NBOD is 0.71 mg/l.
Segment 1
Reach 1
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/l) (mg/l) (mg/1) (mgd)
7.42
0.00 1
2068.30 0.00 0.00 0.04800

SUMMER
MODEL RUN TO CHECK FOR NEEDE
CONCENTRATION BASED LIMITS
Seg # Reach # | Seg Mi D.O. CBOD NBOD | Flow |
1 1 0.0O 7.42 7.29 1.00 29.07
1 1 0.40 7.46 7.15 0.98 29.25
1 1 0.80 7.49 7.01 0.96 29.43
1 1 1.20 7.52 6.87 0.94 29.60
1 1 1.60 7.55 6.74 0.92 29.78
1 1 2.00 7.57 6.61 0.90 29.95
1 1 2.40 7.59 6.48 0.88 30.18
1 1 2.80 7.61 6.85 0.86 30.31
1 1 3.20 7.62 6.23 0.84 30.48
1 1 3.60 7.64 6.11 0.83 30.66
1 1 � 4.00 7.66 6.00 0.81 30.83
1 1 4.40 7.67 5.88 0.79 31.01
1 1 4.80 7.68 5.77 0.78 31.19
1 1 5.20 7.69 5.66 0.76 31.36
1 1 5.60 7.71 5.56 0.75 31.54
1 1 6.00 7.72 5.45 0.78 31.71
1 1 6.40 7.73 5.35 0.72 81.89
1 1 6.80 7.74 5.25 0.71 32.07
Seg # | Reach #!| Seg Mi D.O. CBOD NBOD Flow <

Pad (o'. of Coacic nt 6k c ( )
Qw= 0,4 groycl
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&frh4kc tA-: 04fi
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iss
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