NC0005266_wasteload allocation_19840411

NPDES DOCYNENT SCANNING COVER :MEET
NPDES Permit: NC0005266
Document Type: Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Staff Report
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date: April 11, 1984
Thin document ie printed on reuwe paper-ignore any
content on the resrerBe Bide

Engineer Date Rec . #
NPDES WASTE LOAD ALLOCATION r c- Ic,- (—I %
g> Facility Name: �' �' �J Date: J��3
v
Existing Q✓ ��,�26 Pi Q / Count Permit No. : � Pe No. : Y:
w Proposed
CU
Y
Design Capacity (MGD) :
Industrial (% of Flow) : `i '� Domestic (% of Flow) : i
Receiving Stream: Y, 7.�74 ''J 7� '.r;; D Class: Sub-Basin:
LI
Reference USGS Quad: (Please attach) Requestor: �t Regional Office
O- (Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp. : Drainage Area: V., Z Avg. Streamflow:
7Q10: Winter 7Q10: 30Q2:
CU y Location of D.O.minimum (miles below outfall) : Slope: 3'� �`� -
H Velocity (fps) : Kl (base e, per day, 200C) : K2 (base e, per day, 200C) :
0
ca
0
y Effluent Monthly Do" Effluent Monthly
d Characteristics Average V112 Comments Characteristics Average CommentsGa
_1
� �7 .� •7ZcV I��h i lbs�c�n 1
L
'211Vi�1 3zi57 IbS'�)G
>> i
a �� 6- `I SU ------- - ---- -- -�
V
.0
L
Gi
Original Allocation
Revised Allocation Q Date(s) of Revision(s)
(Please attach previous allocation)
.Confirmation
Prepared By: � h1 tit Reviewed By: r' "t, ei'Y ��� �`iii..� Date: �`r

y
For Appropriate Dischargers; List Complete Guideline Limitations Below
Effluent Maximum Daily
e
Characteristics Average Comments
o : 1 � I
n
Type of Product Produced Lbs/Day Pa®roducep�d Effluent Guideline Reference
41Y

REQUEST NO . : 1063
k M•A YkkK K* *** KK* WASTEKOAD AI.. LOCATTON APPROVAL. FORM * k *** *** *** *** K!Y
FACILITY NAME : ABITIBI. PRICE CORP .
TYPE OF WASTE : INDUSTRIAL
COUNTY : WILKES
REGIONAL OFFICE : WINSTON-SALFM REOUFSTOR : DAVE ADKINS
RECEIVING STREAM : YADKIN RIVER SUBBAST.N : 030701.
701.0 : 237 CFS W7010 : CFS 3002 : CFS
DRAINAGE AREA 600 SC1 .MI . STREAM CLASS : C
RECOMMENDED EFFLUENT LIMITS
Dewy 011
Aqj-_ d`kc
WASTEFLOW (S) ( MGD ) : 1. . 0 BPI L_TMITED .
BOD- ; *M4a : 9207 1.7641
NH3 -N ( MG/L7 :
D . G . ( S �- ECEIVE `
!-'Fi ( SU ) 6-9
FECAL COLIFORM ( /100ML ) :
TSS 21169 32097
c
(FACILITY IS : PROPOSED { ) EXISTING ( � NEW ( )
LIMITS ARE : REVISION ( ✓ CONFIRMATION ( i OF THOSE PRFVTOUSIY ISSUED
REVIEWED AND RECOMMENDED BY :
MODELER : __ 11R!^ ...Qg ""'-01! .._ ...DATE : . 3t& 8 {-
5L1PF..RVLSCfirMODF..I._ING GROUP
REGIONAL SUPERVISOR DATE : ._T.. � /���. ..
PERMITS MANAGER /f�ItATF.. : ..

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4adIGA.,,, (ZwL�
03o7bf
1
� J! IITi. 3s
i 6A 13l
7/ro = 4 3
GSt 7Q IU = Z S-7 C rS
OR _ IKo �4L 1%21.W f
afro = 28o Eoo4
.�— R z
7(o 3
7ho 4o� 131
6(o�t 3, 4 _(7ew, 0, ( ' ?
(3P1 = R2o7 Ala = 1I04 +, (Q wb V(E
USIA 54,VAe �ulr �6�1, raf� a'fi Out� (`nr✓

+-TIMBER PRODUCTS s7604
135:U665
process wastewater pollutants into §429.52 Effluent limitations representing hardboard products using the wet
navigable.waters.. the degree of effluent reduction attainable matting process for forming the board
by the application of the best conventional mat.
429.44 New source performance pollutant control technology(BCT).
standards(NSPS). (Reserved]Any new source subject to this §429.61 Effluent limitations representing
subpart must achieve the following new' §429.53 Effluent limitations representing degree of effluent reduction attainable
source performance standards(NSPS): the degree of effluent reduction attainable by the application of the best practicable
There shall be no discharge of process by the application of the best available control technology currently available
wastewater pollutants into navigable technology economically achievable(BAT). (BPT).
waters. Except as provided in 40 CFR 125.30- Except as provided in 40 CFR 125.30-
32,any existing point source subject to .32,any existing point source subject to
§429.45 Pretreatment standards for this subpart must achieve the following this subpart must achieve the following
existing sources(PSES) effluent limitations representing the effluent limitations representing the
Any existing source subject to this degree of effluent reduction attainable degree of effluent reduction attainable
subpart which introduces process by the application of the best available by the application of the best
wastewater pollutants into a publicly technology economically achievable practicable control technology currently
owned treatment works must comply (BAT):There shall be no discharge of available.(BPT):
with 40 CFR Part 403• process wastewater pollutants into (a)The following limitations apply to
P w
§429,46 Pretreatment standards for new
navigable waters. plants which produce smooth-one-side
sources(PSNS). §429.54 New source performance (SSS)hardboard:
Any new source subject to this standards(NSPS) Subpart E(S1S)
subpart which introduces process Any new source subject to this
wastewater pollutants into a publicly sub must achieve the folio ePr MOM Uaft k m
owned treatment works must art comply P wing new �
with 40 CFR Part 403. source performance standards(NSPS): Poaoent or pouuftM verege'ot
There shall be no discharge of process °10p M.�y°7 "i d.�,f0f dm �v3i'0'—
wastewater pollutants into navigable �"d""de
waters.
kg/kkg pb/1000 @)of grws
Subpart D—Dry Process Hardboard $429.55 Pretreatment standards for p1°di"b"1�
Subcategory existing sources(PSES). soon.._._. -�_ _ Q.37
1o.il
§429.50 Applicability;description of the y existing source subject to this psi....... j sfffl
dry process hardboard subcategory, subpart which introduces process
This subpart applies to discharges to wastewater pollutants into,a publicly Awon ft mry e.o to 9.0 at all
um &
waters of the United States and to the owned treatment works must comply (b)The following limitations apply to
introduction of process wastewater with 40 CFR Part 403: plants which produce smooth-two-aides
pollutants into publicly owned treatment §429.56 pretreatment standards for new (S2S)hardboard:
works from any plant that produces sources(PSetr
hardboard using the dry matting process Subpart E(S2S)
for forming the board mat. Any new source subject to this
subpart which introduces process 9Pr EtNueM Umed"
§429.51 Effluent limitations representing wastewater pollutants into a publicly PoWWnt or WkMM Average of.
the degree of effluent reduction attainable owned treatment works must comply prop" Motnwm for error
by the application of the beat practicable with 40 CFR Part 403 am 1 der aonsecu-
.
control technology currently available d"
(OPT).
Except as provided in 40 CFR 125.30- Subpart E—Wet Process Hardboard WkN Obv i of�
32,any existing point source subject to Subcategory
this subpart must achieve the following BODS„—~- -- 329 21A
effluent limitations representing the §429.60 Applicability;description of the pH—
degree s+? 97..
degree of effluent reduction attainable
wet process hardboard subcategory. t t
by the application of the best This subpart applies to discharges to I wim um range 6.0 to 9.0'at an tkees
practicable control technology(BPT): waters of the United States and to the
There shall be no discharge of process introduction of process wastewater § 429.62[Removed and reserved]
wastewater pollutants into navigable pollutants into publicly owned treatment [429.62 removed and reserved by 47 FR
waters. . works from any plant which produces 6836, February 17, 1982]
[Sec. 429.621
5-21-82 Published by THE BUREAU OF NATIONAL AFFAIRS, INC., WASHINGTON, D.C. 20037 107

135:066t FEDERAL REGULATIONS
§.429.63 Effluent limitations representing. §429.72 Effluent limitations representing" method;processes that use the vapor
the degree of effluent reduction attainable the degree of effluent'reduction attainable drying process as the predominant
by the application of the best available by the application of the beat conventional conditioning method;direct steam
technology economically achievable(BAT). pollutant eontrol.teehnology(OCT). conditioning processes which use the
[Reserved] [Reserved] same retort to treat with both salt and
§429.64 New source performance §429.73 Effluent limitations representing oil type preservatives;and steam
standards(NSPS). " • - the7 degree of effluent reduction attainable conditioning processes which apply both
For purpose of this,new source by the application of the best available salt type and oil type preservatives to
performance standard only,"new technology economically achievable(BAT). the same stock..
source"means a source which Is Except as provided in 40 CFR 125.30-
32,an existing Point source sub ect to § e deg Effluent Imitations representing
constructed at a site at which no other, this subpart m stachieve the following �s degree of effluent reduction attainable
source covered'by this Part is located. P g by the application of the best practicable
effluent limitations representing the control technology currently available
Any new source subject to this degree of effluent reduction.attainable (OPT).
subpart must achieve the following new by the application of the best available Except as provided in 40 CFR 125.30-
source performance standards(NSPS): technology economically achievable .32,any existing point source subject to
There shall be no discharge of process (BAT):There shall be no discharge of this subpart must achieve the following
wastewater pollutants into navigable process wastewater•pollutants into effluent]imitations representing the
waters. navigable waters..' degree of effluent reduction attainable
[429.64 amended by 46 FR 57287, No- §429.74 New source performance by the application of the best
vember 23, 1981] standards(NSPSN practicable control technology currently
§429.65 Pretreatment standards for Any new source subject to this available(BM:
existing sources(PSESN subpart must achieve the following new Subpart G
Any existing source subject to this source performance standards(NSPS):
subpart which introduces process There shall be no discharge of process " e
wastewater pollutants into a publicly wastewater pollutants,into navigable
Aver-
waters.owned treatment works must comply wa ponutaM porgy tea- aged
with 40 CFR.Part 403. §429.75 Pretreatment standards for mum for values-
existing sources(PSES). any 1 for 30
§429.68 Pretreatment standards for new day 1%
sources(PSN% Except as provided in 40 CFRA03.7" se cud"
Any new source subject to this " and 403.13,any existing source subject days
subpart which introduces process " to this'subpart which introduces process �� a -
wastewater pollutants into a publicly wastewater pollutants-into a publicly or prod�i _�n
owned treatment works must comply
owned treatment works must comply P y „.„„.„.„......„„..„„........._ • --'
with 40 CFR Part 403. with-40 CM Part 403 and achieve the roo.._..„...._... 99.5 34.5 l.
following pretreatment standards for Oil no16"""-" ' „w„"'�'�"„-- - .6 ..04
75
Oil end Grease.._„..._.....„._.................„.. 1.5 .75
existing sources(PSES):There shall be pH-»----„-• ----•---- (') (1)
no introduction of process wastewater
Subpart F—Wood Preserving—Water Metre units lkai
Borne or Nonpressure Subcategory pollutants into publicly owned treatment 1000 cu m of
works. produoq
§429.70 Applicability;description of the §429.78 Pretreatment standards for new „ »„»»»»»»--»»„»»----» 1•100 sso
wood preserving-water home or sources(PSNS). 2.1e As
nonpresaure subcategory, ai and Grease....„ _„.„._...._..__ 24.0 1&0
This subpart applies to discharges and Except as provided in 40 CFR 403.7, (') (`)
to the introduction of process any new source subject to this subpart WdNn tM range of 6.0 to 9.0 at all time&
wastewater pollutants into publicly which introduces process wastewater
owned treatment works from all pollutants into a publicly owned
nonpressure wood preserving treatment treatment works must comply with 40 §429.82 Effluent Ilmltations representing
processes and all pressure wood CFR Part 403 and achieve the following the degree of effluent reduction attainable
preserving treatment processes pretreatment standards for new sources by the application of the beat conventional
employing waterborne inorganic seats. (PSNS):There shall be no introduction pollutant control technology(OCT).
of process wastewater pollutants into [Reserved]
§429.71 Effluent limitations representing publicly owned treatment works.
the degree of effluent reduction attainable §429.83 Effluent limitations representing
by the application of the best practicable Subpart d—Wood Preserving Steam Me degree of effluent reduction attainable .
control technology currently available 'Subcategory by the application of the best available
(BpTM technology economically achievable(BAT).
Except as provided fh 40 CFR 125:30- §429.80 Applicability;description of the [Reserved]
.32,any existing point source subject to wood proserving—steam subcategory. 1429.84 New source performance
this subpart must achieve the following This subpart applies to discharges to standards(NSPSN
effluent limitations representing the waters of the United States and to the Any new source subject to this
degree of reduction attainable by the Introduction of process"wastewater subpart must achieve the following new
application of the best practicable pollutants into publicly owned treatment source performance standards(NSPS):
control technology(BPT):There shall be works from wood preserving processes There shall be no discharge of process
no discharge of process wastewater that use direct steam impingment on wastewater pollutants into navigable
pollutants into navigable waters. wood as the predominant conditioning waters. r
i
i
Environment Reporter [Sec.429.841 108
j

DISCHARGER ABITIBI PRICE
RECEIVING STREAM 1 YADKIN RIVER
n,
WASTEFLOW 1 1 .0 MGD 66 '�
I SEG NO I REACH I SEG MI I DO I CROD I NROD I FLOW I
I 1 I 1 1 0.001 7. 601 30 . 681 0.001 238.551
I 1 1 1 1 0.201 7 .471 30 .501 0.001 238 . 631
I 1 1 1 1 0. 401 7.351 30.311 0. 001 238 . 711
I 1 1 1 1 0.601 7 .231 30. 131 0 .001 238. 791
I 1 1 1 1 0.801 7. 1,21 29.951 0.001 238.871
I 1 1 1 1 1 . 001 7.011 29.771 0 .001 238.951
I 1 1 1 1 1 . 201 6.921 29.591 0.001 239.021
I 1 1 1 1 1 .401 6.821 29. 411 0.001 239. 101
1 1 1 1 1 1 .601 6. 731 29.241 0.001 239. 181
1 1 1 2 1 1 .601 6.871 25. 091 0 . 001 282. 181
1 1 1 2 1 2. 101 6.731 24. 741 0. 001 282.381
1 1 1 2 1 2.601 6.611 24 .391 0.001 282.581
1 1 1 2 1 3. 101 6.511 24 .051 0.001 282 .771
1 1 1 2 1 3.601 6.421 23.711 0.001 282 . 971
1 1 1 2 1 4 . 101 6.351 23 .381 0.001 283. 171
1 1 1 2 1 4. 601 6.291 23.051 0. 001 2R3 . 371
1 1 1 2 1 5. 101 6.241 22.731 0.001 283 .561
1 1 1 2 1 5. 601 6. 191 22. 411 0.001 2B3.761
1 1 1 2 1 6. 101 6. 161 22. 1,01 0.001 283. 961
1 1 1 2 1 6.601 6. 141 21. . 791 0 . 001 284 . 161
1 1 1 2 1 7. 101 6. 121 21 . 491 0 . 001 284 . 351
1 1 1 2 1 7 .601 6. 111 21 . 191 0.001 284.551
1 1 1 2 1 8. 101 6. 101 20.891 0.001 284. 751
1 1 1 2 1 8.601 6 . 101 20.601 0. 001 284 . 951
1 1 1 2 1 9. 101 6. 101 20.311 0.001 285 . 141
1 1 1 2 1 9.601 6. 101 20 . 031 0 . 001 285 . 341
1 1 1 2 1 10. 101 6. 111 19 . 751 0 . 001 285 . 541
1 1 1 2 1 10.601 6 . 121 19 . 471 0.001 285 . 741
1 1 1 2 1 11. . 101 6. 131 19.201 0.001 285.931
1 1 1 2 1 11 . 601 6. 1.51 18.931 0.001 286. 131

DISCHARGER i ABITIBI PRICE
RECEIVING STREAM 1 YADKIN RIVER
= 13 970 Ibs �da�
WASTEFLOW 1 .0 MGD
1 SEG NO I REACH I SEG MI I DO I CBOD I NROD I FLOW 1
I 1 I 1 1 0.001 7 .601 45.521 0. 001 238.551
I 1 I 1 1 0.201 7.391 45.251 0.001 238.631
I 1 I 1 1 0.401 7. 191 44.981 0.001 238.711
I 1 1 1 1 0.601 6.991 44 .711 0.001 238.791
I 1 I 1 1 0 .801 6.81. 1 44. 441 0.001 238.871
I 1 I 1 1 1 .001 6.641 44. 171 0 . 001 238.951
I 1 I 1 1 1 .201 6.481 43.901 0.001 239 .021
I 1 I 1 1 1 .401 6.331 43 .641 0 . 001 2394101
I 1 I 1 1 1 .601 6. 181 43.381 0.001 239 . 181
1 1 1 2 1 1 .601 6. 401 37.071 0. 001 282. 181
1 1 1 2 1 2. 101 6. 1.61 36.551 0.001 282. 3B1
I 1 1 2 1 2.601 5.961 36.041 0.001 282 .581
I 1 1 2 1 3. 101 5.781 35.541 0.001 282.771
I 1 1 2 1 3. 601 5. 631 35.041 0.001 282.971
I 1 1 2 1 4 . 101 5.501 34.551 0.001 283. 171
I 1 1 2 1 4.601 5.391 34 .061 0.001 283. 371
I 1 1 2 1 5. 101 5.291 33.591 0 . 001 283 . 561
I 1 1 2 1 5.601 5. 221 33. 121 0.001 283.761
I 1 1 2 1 6. 101 5. 1.61 32. .691 0. 001 283 . 961
I 1 1 2 1 6.601 5. 111 32.201 0.001 284 . 161
I 1 1 2 1 7. 101 5.071 31 .741 0 .001 2R4 .351
I 1 1 2 1 7.601 5.041 31. 4301 0.001 284.551
I 1 1 2 1 8. 101 5.021 30.861 0.001 284 .751
I 1 1 2 1 8.601 5.011 30. 431 0.001 284 . 951
I 1 1 2 1 9. 101 5.011 30. 001 0.001 285. 141
I 1 1 2 1 9.601 5.011 29 .581 0 .001 285 . 341
I 1 1 2 1 10. 101 5 .011 29 . 171 0 .001 2R5. 541
I 1 1 2 1 10.601 5.021 28.761 0.001 285.741
I 1 1 2 1 11 . 101 5.041 28.361 0.001 285.931
I 1 1 2 1 11 .601 5.061 27 .961 0.001 286. 131

*** MODEL SUMMARY DATA ***
DISCHARGER : ABITIBI PRICE SI.IBBASIN 030701
RECEIVING STREAM : YADKIN RIVER STREAM CLASS: C
7010 : 237 CFS WINTER 7010 : CFS
DESIGN TEMPERATURE : 24 DEGREES C. WASTEFLOW : 1 .0 MGIi
ILENGTHISLOPE I VELOCITY IDEPTH I K1 1 Kn I SOU I K2 I NPtPSI
IMILES IFT/MI 1 FPS I FT I /DAY I /DAY IMG/M2D1 /DAY IMG/L /DI
I I I I I I I I I I
SEGMENT 1 1 1 . 601 3. 901 0.982 1 4.03 1 0.46 1 0.00 1 0.01 3.681 0 . 001
REACH 1 1 1 1 1 1 1 1 1 1 1
-----------------
I I 1 I I I I I I I
SEGMENT 1 1 3. 401 3.901 1 .043 1 4 .26 1 0. 46 1 0.00 1 0.01 3.901 0. 001
REACH 2 1 1 1 1 1 1 1 1 1 1
ALL RATES ARE AT 24 DEGREES C.
*** INPUT DATA SUMMARY ***
I FLOW I CBOD I NBOD I D.O . I
I CFS I MG/L I MG/L I MG/L 1
I I I 1 I
SEGMENT 1 REACH 1 I I I I I
WASTE 1 1 .550 1 WASTE. 1 1 .4.
HEADWATERS1237 .000 1 2 .000 1 0.000 1 7 .650 1
TRIBUTARY 1 0.000 1 0.000 1 0.000 1 0. 000 1
RUNOFF * 1 0 .395 1 2 .000 1 0.000 1 7 .650 1
SEGMENT 1 REACH 2 1 1 1 1 1
WASTE 1 0 .000 1 0 .000 1 0 .000 1 0 .000 1
TRIBUTARY 1 43.000 1 2 .000 1 0.000 1 7 .650 1
RUNOFF * 1 0.395 1 2.000 1 0.000 1 7 .650 1
--------------------------
*- RUNOFF FLOW IS IN CFS/MILE