NC0034860_Regional Office Historical File Pre 2018 (15)

NPDES WASTE LOAD. ALLOCATION
N.C. DEPT. OF
PERMIT NO.: NCO034860 ENVIRONMENT. HEAr.7
& NATURAL RESOUPci
PERMIITEE NAME: Schneider Mills, Inc.
FACILITY NAME:
Schneider Mills, Inc. JUH 8 1995
Facility Status: Existing 91"I°ulMF E;IFIRORI€NTAt ' ANAGBIEI
Permit Status: _Renewal HOR SVItt€ REGIONAL OFFICE
Major
Minor
Pipe No.: 001
Design Capacity: 0.780 MGD
Domestic (% of Flow):
Industrial (% of Flow):
1%
Comments:
See effluent guideline limitations attached
RECEIVING STREAM: Muddy Fork Creek
Class: C
Sub -Basin: 03-08-32
Reference USGS Quad: D 14 NW (please attach)
County. Alexander
Regional Office: Mooresville Regional Office
Previous Exp. Date: 6/30/95 Treatment Plant Class: 11
_Classification changes within three miles:
None
�A , )
Requested by: Greg Nizick, 5 I"
Prepared bye"` ' —
Reviewed by:
?ibS7.�. 58'6 ��•z5
Date: 12/2/94
Date: z mmy, , n
Date:
Modeler
Date Rec.
#
nd
l -
8 4 (o
Drainage Area (mi2): 8.0 Average Streamflow (cfs): 8.8
s7Q10 (cfs): 1.4 w7Q10 (cfs): 2.2 30Q2 (cfs): 3.0
Toxicity Limits: Chronic (Ceriodaphnia) P / F 46
March, June, September, and December
Upstream Location: at least 50'.above outfall
Downstream. Location: SR 1313
Parameters: temperature, dissolved oxygen, fecal coliform,
. conductivity.
Monthly Average
Wasteflow :.
0.780 mgd
-BODb : ik:,H rAL
mg/I'
aFL vp X2 ,n (230 Ibs/day)
NH3N (April 1. - October 31):
1.9 mg/I
NH3N (Novemberl - March3l ):
4.7 mg/I
DO:
5.0 mg/I
Total Suspended Solids :
125 Ibs/day
COD:
685 Ibs/day
pH:
Total Phosphorus :
monitor.
Total Nitrogen :
monitor
Cadmium:
monitor
Lead :
monitor
Mercury :
monitor
Nickel :
monitor
Silver:
monitor
Zinc:
monitor
Daily Maximum
68.4 mg/I
(445 Ibs/day)
Daily Average
275 Ibs/day
1,065 Ibs/day
6-9
There shall be no discharge of floating solids or visible foam in other
than trace amounts.

Effluent Guideline Calculations -
Schneider Mills, Inc
- 5 o 5 Z NCO034860
Effluent Characteristics
Monthly
Average lbs/day
Daily
Maximum lbs/day
Comments
BODS
230 03.36
445 (ba,y (
BPT
COD
685 -
1065 ✓
BPT
TSS
125 -
275 -
BPT
H6to.9
Loads tiave.reaucea since previous permit aue to proaucuon rate arop rrom oi,vvv iosiaay
Type of Product Produced
Lbs/Day Produced
Effluent Guideline Reference
Weaved Cloth
50,000
CFR Part 410 Subpart C - Water Jet Weaving_

�xs IHO& S Tv,)INH3&L o i,ugaM
gueow
1pav a
aua
AG =KatAaM
LOOM
MW
-13"10M MOI3 04M=MOa Vaoprppg pw m=mwlnbeg appataS. ids
lonmj ftMqt " uoo g oq A= luanW uz OW 3O sia�ai H 'ft= �ncoa
30 qMOM xccs xsn a% m satnsaz aAuYsod A SUT&C* M pm (Bj.I:) `ao�ea t Ut
'Mn*=== oq u nt ssass� � $uuo3�ow panupou asojawaql (staiad pep ZI - S 'a'F) `doS =mpm
u p (a E III p tin3 jo auttl qfroao.P�"OTry IOU PMOM ML
'ZG6I lwaimns suOMOTA aO:) AUM , t,66I `AluI WIMP$& duo
qWM)MQ rang 3o ftmmimd Moad :sr laAPa.L woq p=ui srA paUccaxad oq PMW ZQQ adrd .wX
CMO'dd3'uoT.lat IPTA a=puodsarm luqm gmAh)
°16 9ir :(OA) OBI
1b)x tI Q
:per OdDj,
8 9 '(sue
b6 ZZI
.
ttbd�2t
Vt :(g*) QIOL JMuiM
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p'T :(�)0I0�G�u=S
�
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J �3 +ppnnn
mains"i`III
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OMM aid
an 17M I -j f'wJ
M•d 6iF�GMISTST
n I kin T I nzic 1 I T nwrin ?Ma I HM I.ma 1.lrl)4-1 TT -TT
n I . a-1-1 T r. YggWM XW�4=Zrr wn>4 a ) .7 2 T. T.
CTw� T.�J

MAY-01-1995 11:28 FROM DEHNR MOORESVILLE TO 19197339919.
'. 03 14qq
. v..
TO=PSfb=ALSfC0NVMM01r AL PARAN�E W
TM CC Taxictty Tess: C=ia (Cwodapb w PIP
E*wfing Lbatt: 46'%
ReaammeaQed JAWe 46 %
MasiiO AS &bo&ft Mmd4 Jm0 Sqx m'ber, aad I7o=W
P-Angu3.T 4-4ts tests (sue) Lbs / day
'Vira�tdba►• MoatWy Av=ge Ddly Maximam Moodgy Avmaga Matimma
=
43.2 g!t 83.5 mg/l 281 $43
Ma-N (ill - o mw 3l):.
1.9 mgR
Mb N (Mm=bw t - Mm M 31k
4►7 mjA
S�xndod So]ids :
�335
ig�35
x bK*ved oxygo :
5.0 tt�g/1(Dally Average)
pH:
TOW Pbospbom :
6'9SU
mcmitlir (M9A)
Tow Ni; om :
maohor (mom
addbsm i
»motor %glo
I,
mowkxr
331yer
mvaitat (E1,�!)
thwbnt of gmWg solids or visible tb= in other tom, tmm ==Is.
Uoats (specify) Lbs / day
, Wasoaflaa.
Mnathly Average Lily Maxlm= Moatt:tly Average Doy hbximm
0,780 mgd
�NH3 N (Ag4# - CWobe r 3I):
13A mg/1
-1.9 M64
m 31�
mgA
-' TOW Scor ads-
✓COD
-
;,..� -Diesdved Oxygen ,
� �6g5 r1�065 '
(DBity 5.0 mgn Average)
"pH:
-TOW Phosphow:
-6-95CJ
�r
mo>� (fin') . -.
'Moray:
woaitor )
.,2bc :
,
Mm ftU be to dime of aouiog WAft or mAble loam m oam than trace as 0=0,
ijok:. Fed u&b" in or qi&-r o n . oE� C'44heW 6VId,I hf rr¢/VLP�ri
r tiled vr-'. d � loads r DD
M
faftwlu $>s�ty litAitCd. Fot sao� parameters, the avai�blp lged capa�ty of tbC �
*'Sw wM be C0m1tlt iL 7bls MY affect fut= water city bwW Multations
cmum a fat atonal
ft6aw= within thin portion of ft w8wxzbod.
No Pis"wRWc MUW IWted, but this dirge may afrm au= �7tmdoas.

il•GV
11\VI I,
LL.1111\ IIVVI\t_'.JV1LLl. ..14:V
- iJ1JIJVJJiJ
1 .V`Y
PPF1-iJJ�./
27-i9-95 11.,1.2
FROM
DEM WATER OURLITY SECTION TO-
MRU
r.F144e�i
Ca mittaa:
lax, »tod, Cw
5.7 -
mot rough data for W- eat esdshrcq - MOW'! � t 4WV= eat
Allovmblc Cw
4.9
one value above d�ct9oa;1.5 µ A Vach is apFm*mft1y cage*dit ar ailawabl
Irach
M= LCw
64
toot dati for sgreadsbrd t+eq is - contiaae M0Ufttb4 r *&Umg t
AlkmaW Cw
519
b3gbest value above detxtlon; 10 µgli which fs qppXWWW =&Dfth of
allowable --
qQyi
Max. Prod Car
0.0
tlot ugh data tear mrtfid raqui %=% • =jjmm=nhD&g nqWramt
Allow* Cw
0.03
to values aba" dsbc&m level
Nicbel
Max. Fxed Cw.
Allowabk Cw
375
189.9
not moo data far sgrmLgxetr wts - coat w maWtoftmeat
one valve above detediaa; M }> 1 wbkh is Iess Om ane4&t o€sIlvwable
S31ver:
Max, PtW Cw
0.0
not enough data for apceadsbeetregWM=ts . cavntitwe M=Wdmg =Pinmmt
Allowable Cw.
0.1
na values.above detxdou level
zhim
11b& Fred Cw:.
WO.7
a%enough data ft spreaBabeet req ss - o mdm mmbxwg mqwmmt .
A➢owable Cw
107.9
numet ass wars atve allowable
Max: Pmd Cw
. 71J
51 sampbg all above detoWm
VAR-1411,05
AItowable Cw,
2.2
t ubun value of 19.75 X44 on Peonmy14.1994
WEREAM M4Ni'I'QR1NNG REQUIF,DOM
tXpstce am i,oc t3on: at Ieast W above oat£all
I>oanstte�m Lumdom. SR 1313
Foam t8:WK tmpmtm, disealved oxygen, =ducdtviW
$pedal tmsum mcaofto bcaa s or mgn wdcg froq=ix es:
bUSCEi.LANEOUS RVORMATION do SP =4L CONDITIONS
Hm me bany dmawmw me abltftyto meet ft p WOW new limits with rxi�g tr�et t fac s2
Yes_ NO
Him; wlileh pmwmm comabemin?
woo a-*ghjftS to* *f ttte new limits be gvmp ? Yea No,
If ^ pime ptovkb a aaWme (and basis for that scbe") WM the re�o�lofiice
VAN- meodatim
WasWbad seat to EPA? (MAc c) (Y or N)
Qtm On act M vpdatad.rm1Uatkm of ftility, inOlnftg toxins sFoadsbm modelfatg mdysisif modeled at
COMA food &Mrfpdm ofhary it fits into basinwide plan)
AddhicWInfonnationamwhW. (Y or N) if yes, 9Vlain with ate.

MAY-01-1995 11:29 FROM DEHNR MOORESUILLE TO 19197339919
APR-27-1995 11!12 FROM DEM WATER QUALITY SECTION TO MRO
P.05 "�-q
P.05/09
Facility Name Schneider 1V.Iilis, Incorporated Permit # NCO034860-001
CHRONIC T020CI'f'SC PASSMAII, PERMIT LEWIT (QRTRLY)
The effluent discharge shall At no time exhibit ohmnic tDgCity using test procedums outlined in:
1.) The North Carolina, CeAodApjjUk chronic effluent bioassay procedure MOM Carolina Chror
Bioassay Procedure - Revised *September 1989) or subsequent versions.
1'he eftmt Mcent mlion at which them may be no observable inhibition of mproductxati or sigitma
mortality is 46 % (doiinned as treatment two; in the North Carolina procedum document). The pert
1101d" $W PftfOrM Vadub monitoring using this procure to establish compHa= with dw Per:
condition. 7U rat test will be performed aver thinly clays from the effective date of tids permit dwi
Ad tenths of Morey Jan., Sep., and Dec Effluent sampling for ties testing sha11 ba performed
the NPDES pcnmitted final eftluek d=harge below ad1 treatment processes:
All tlmdcity testing MWIts Mquir ed as part of this Wraf t condition will be entemd on the Eff uM Dischsr
Monitoriug Form (MR-1) fot .the month in which it was performed, Using the pmumewr code TCP3
Additionally, DEM Farm AT x .0tisinal) is to be sent to the following address:
Au=om Environmental Sciences Branch
North, Carolina Division of
Fmvir�mental 4401 Reedy Creek RoMaztasenterttad
Raleigh, N.C. 27607
Test data shall be oompleto and accurate and include ail suppppoorong ehemieavphydcal measurama
performmed in association with the to�dcity tests, as well 0 all d6w1respvnse data. Total residual chlori
of the Gfftueat toxicity sample must be measured and reported if chlorine is employed for disinfection
the *Ute stream.
Should any shWe .quarterly moanor* indicate a Mum to meet spediW limits, then M00thly moait0d
will begin immediately undl sash time that a single test is passed, Upon► Feasts, this monthly U
mgairement will revert m gaarterly in the months $pacified above,
Should any hest data from this moniuning Mquk ment or tests performed b3' the Nos'#i Carolina bivi.si
of Environmental A a"ernent medicate potential impacts to We deceiving stream, this permit may be r
opened and modified to include alternate monitoring requitements or limits.
NOTE: Failune'po achieve test conditions as specified in the cited do =ant, such as minimum pomp
organism survival and pro priate envuonmeatal controls, shalt constitute as invalid and will requ;
ttun 30 days of initial'
retesting � monitoring event). Failure to submit suimbl � test results a
constitute noncomp with monitoring rc iuinements.
7Q10
PaTmitted Now
Basin & Sub -basin
Receiving.Sttzam
County
= F/F version "I
1.4 . cfs .
0.780 MOD
46 %
03.08.32 .
Muddy Forh Creek
Alder
Recommended
F&A14 Kwup