NC0020214_Wasteload Allocation_19850325

Engineer Datp Re .
NPDES WASTE LOAD ALLOCATION
Facility Name: �' Lyf# W c�7 Th w N og Date • 22 $5'�
Existing
Proposed O Permit No.: Nc. da 202 t 4 , Pipe No . :
601
County: ACAC S d M
Design Capacity (MGD) : Industrial of Flow) : ® Ibmestic (% of Flow) :
Receiving Stream: SC-OTT-5 CMS'-Eer_ Class:
Reference USGS Quad: p, - O_tk eA ( Please attach)
160
C — Tit-o u,'r Sub -Basin: ( -rN 6 Z
Requestor : X /t.A_- Nj es : Regional Office / P,6
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design 'Imp •
ze Drainage Area (mil) : , 7 Avg. Streamf low (cfs) :_ C 1-7 c
7Q10 (cfs) Winter 7Q10 (cfs) 30Q2 (cfs)
Location of D.O. minimum (miles below outfall) :
0, 1
Slope (fpm)
velocity (fps) : D 5 Kl (base e, per day) : e , k-1 .Z K2 (base e , ner day) q
i-8y
Effluent
Characteristics
Monthly
Average
Comments
0
G
Effluent ':)nthly
Characteristics L'_verage Comments
Original Allocation O Comments:
Revis ocation ©'40
on O
�% ed B
g Date: ��' S
c`... �.� .,C �Review y
epared y; #

Reooest Nn^ � �12 7
---------------------
WASTELOAD
ALLOCATION APPROVAL FORM '--------------------
Facility Name
�
TOWN OF SYLVA
Type Of Waste
DOMESTIC
Receiving Stream
SCOTTS CREEK
��tream Class
|
C-TR
Subbas1n
+
040402
County
JACKSON
Regional Office
t
ARO
Reouestor
+
RICK MIERS
Drainage Area (so mi)
51
7010 (cfs)
�
25
Winter 7010 (cfs)
+
3002 (cfs)
45^2
------------------------- RECOMMENDED EFFLUENT LIMITS --------------------------
Wasteflow (mid)
�
~5
5-Day BOD (mg/1)
+
30
Ammonia Nitrogen
(mg/l)�
PH (GU)
9
Fecal Coliform (/100m1)�
1000
TSG (mg/1)
RES^ CL- (M8/L)
�
�
3O
.O66
-----------------------------------
COMMFNTS --------------------------����------
RE8^ CL BASED ON 7Q1O°
9k "
FACILITY IS PROPOSED ( ) EXlSTING NEW ( )
LIMITS ARE REVISION ( ~ CONFIRMATJON ( ) OF THOSE PRFVJOUSLY J�SUEAT.
RECOMMENDED BY**� - kTE|
REVIEWED BY�
��
SUPERVISOR, TECH. SUPPORT �-'�� -'�DATE �_��������~~�
REGIONAL SUPERVISOR - --� .7������r�l..DATE �.
Approval is ( ) preliminary fi l
^~�
PERMITS MANAGER DATE

Federal. Register / Vol. -47,_ No. 223 / .Thursday, November 18, 1982 -/ Rules and. Regulations 52027
SUBPART.E.
SAT effluent limitations
Maxkraum for any 1 day
Ponutant or pollutant property Kg/kkgper
1.()000)) iA;ttigrams/liter
of
prey
Pemacnta►ophenol a00087 (0.029)(7.Z/y
Trichlorophenol.._.�_____._ 0.00030 (0.010)(72)/y
y=wmstewater discharged in kgal per Ion rof product
§ 430.55 New source performance
standards (NSPS)
Any new source subject to this
subpart must achieve the following new
source performance standards (NSPS),
except that non -continuous dischargers
shall not be- subject to the maximum day
and average of 30 consecutive days
effluent limitations for BOD5 and TSS,
but shall be subject to annual average
effluent limitations determined by
dividing the average of 30 consecutive
days limitations for BOD5 by L91 and
TSS by 1.90. Also; for non -continuous
dischargers,- concentration limitations
(mg/1) shall apply, where provided.
Concentration limitations will only
apply to non -continuous dischargers.
Only facilities where chlorophenolic-
containing biocides are used shall be
subject to-pentachlorophenol- and
trichlorophenol.limitations. Permittees
not using chlorophenolic-containing `
biocides must certify to the permit -
issuing authority that they are not using
these biocides.
SUBPART E
tNoncorrrugating medium furnished subdivision)
Maximum
for any 1
day
Pollutant or pollutant property NSPS Average of
for 30
consecutive
days
Kg/kkg (or pounds per
1,000 lb) of product
Boos ......... _.....� is 1.4
TSS..__..._.._. _........_..._........_ 3.5 1.8
,
Maximum for any 1 day
Kg/kkg
(pounds
1,0 o per ib) rnilugmms/Rer
of
product
Pentachloropherwt._...--...--..-j 0.00067 J (0.065)(32)/y
Trichlorophenol ........ ... ................ I 0.00030 ! (0.023)(3.2i/y
y = wastewater discharged in kgal per ton of product
Within the range of 5.0 to 9.0 at all times.
SUBPART E
[CornigahN medium furnish subdivision]
a�ge of
PoOutant.or pogutant property
Maximum
� u s..
for any 1
for 30
Clay
{{lain
_
days
Kg/kkg or po"Is per
1.000 tb of product
BOD5__...._. _
3.9
2.1
TSS._
4.4
2.3
pH .._._........
(1)
(')
Maximum for any 1 day
Kg/kkg
(pounds
1,00000 tb) M;0'igrams/titer
Of
product
Pentachtorophend 1 0.00087 1 (0-065)(3 41y
Trichtorophertol-.-........... _. ___ 0.00030 (0.023)(3.2)/y
y=wastewater discharged in kgal per ton of product.
Within the range of 5.0 to 9.0 at aN times.
§ 430.56 Pretreatment standards for
existing sources (PSE%.
ja) Except as.provided in 40 CFR 403.7
and 403.13,any existing source subject
to this. subpart that introduces pollutants
into a publicly owned treatment works
must [1) cflmpiyrwith 40 CFR Part 403
and (2) -achieve the following -
pretreatment standards for existing
sources (PSESj if it -uses chlorophenolic-
containing biocides. Permittees not
using -chlorophenolic-containing
biocides must certify to the permit -
issuing authority that they are not using
these biocides. PSES must be attained
on or before July 1, 1984.
SUBPART E
PSEs
Pollutant or poqutani property
AAaximum for any 1 day
IVIDgrarrrs per titer (mg/i)
Pentachlorophenol ...__....... _ .._...++ ("32)(7.2)/y
Trichlorophenol.._.__. _ .__._____.J (0.010)(7.2)/y
y=wastewater discharged in kgal per ton of product
(b) In cases when POTWs find it
necessry to impose mass effluent
limitations, the following equivalent
mass limitations are provided as
guidance:
SUBPART E
Ins
Pollutant or po&Aant property
Maximum for any 1 day
Pentachiorophenoi0.00096
Trichlorophenol............................... 0.00030
l
§ 430.57 Pretreatment standards for new
sources (PSNS�
(a) Except as.provided in 40 CFR
403.7, any new source subject to this
subpart that introduces pollutants into a
publicly owned treatment works must
(1) comply.with-40.CFRPart 403.and-{2)-__ -
achieve the following pretreatment .
standards for new sources (PSNS) if it
uses chlorophenolic-containing.biocides.
Permittees not using chlorophenolic-
containing bioides must certify to the
permit -issuing authority that they are _
not using these -biocides.
SUBPART E
PSNs
PoUutant or poltutarit property
liAawmn for any 1 day
MdthTama per lifer (mg/
0
Pentachtorophend_.•-.---_...._...___.` (0.07M.2)/y
T6chtorophenol_......__-__..__1 (0.423H A/ly
y=wastewater discharged in kgal per ton of product.
(b) In cases when POTWs find it
necessary to impose mass effluent
limitations; the following equivalent
mass limitations are provided as
guidance:. -
.SUBPART E
PSNs"
PciRrierst or pofMt4at3'propertr -
Mwdmum for any-1 dah.
KgAds for pots Per
1A00 ib)of product
Perttachlorophenol _. 0.00096
Tnd*m*herxA _ _ 0.00030
Subpart F-Dissolving Kraft
Subcategory
§ 430.60 Applicability; description of the
dissolving kraft subcategory.
The provisions of this subpart are
applicable to discharges resulting from
the production of dissolving pulp at kraft
mills.
§ 430.61 Specialized definitions.
For the purpose of this subpart, the
general definitions, abbreviations, and
methods of analysis set forth in 40 CFR
401 and 430.01 shall apply to this
subpart.
§ 430.62 Effluent limitations representing
the degree of effluent reduction attainable
by the application of the best practicable
control technology currently available
(BPT�
(a) Except as provided in 40 CFR
125.30-125.32, any existing point source
subject to this subpart must achieve the
following effluent limitations
representing the degree of effluent