NC0020451_PERMIT ISSUANCE_20060215

NPDES DOCUMENT SCAMMIMO COVER SMEET
NPDES Permit:
NC0020451
West Jefferson WWTP
Document Type: ;
Permit Issuance
a
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Correspondence
Instream Assessment (67b)
Environmental Assessment (EA)
Permit
History
Document Date:
February 15, 2006
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
February 15, 2006
Mr. Kenneth McFadyen, Town Manager
Town of West Jefferson
P.O. Box 490
West Jefferson, North Carolina 28694
Subject: Issuance of NPDES
Permit NCO020451
West Jefferson WWTP
Ashe County
Dear Mr. McFadyen:
Alan W. Klimek, P.E. Director
Division of Water Quality
Division personnel have reviewed and approved your application for renewal of the subject permit. Accordingly, we are
forwarding the attached NPDES discharge permit. This permit is issued pursuant to the requirements of North Carolina
General Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the U.S. Environmental
Protection Agency dated May 9, 1994 (or as subsequently amended). This permit contains no significant changes
from the from the draft permit sent to you on December 7, 2005.
If any parts, measurement frequencies or sampling requirements contained in this permit are unacceptable to you, you
have the right to an adjudicatory hearing upon written request within thirty (30) days following receipt of this letter. This
request must be in the form of a written petition, conforming to Chapter 150E of the North Carolina General Statutes, and
filed with the Office of Administrative Hearings (6714 Mail Service Center, Raleigh, North Carolina 27699-6714). Unless
such demand is made, this decision shall be final and binding.
Please note that this permit is not transferable except after notice to the Division. The Division may require modification
or revocation and reissuance of the permit. This permit does not affect the legal requirements to obtain other permits
which may be required by the Division of Water Quality or permits required by the Division of Land Resources, the
Coastal Area Management Act or any other Federal or Local governmental permit that may be required. If you have any
questions concerning this permit, please contact Bob Guerra at telephone number [phone], extension 539.
Sincerely,
Alan W. Klimek, P.E.
cc: Winston-Salem Regional Office 1 Surface Water Protection
SNpDES-Unit�
PERCS Unit
Aquatic Toxicology Unit
Central Files
tCarolina
crrallY
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet h2o.enr.state.nc.us 512 N. Salisbury St, Raleigh, NC 27604 FAX [phone]
An Equal OpportunitylABirmaiive Action Employer — 50°% Rocyctedll0°% Post Consumer Paper

Permit NCO020451
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of.North Carolina General Statute 143-215.1, other
lawful standards and regulations promulgated and adopted by the North Carolina
Environmental Management Commission, and the Federal Water Pollution Control
Act, as amended,
Town of West Jefferson
is hereby authorized to discharge wastewater from a facility located at the
West Jefferson Wastewater Treatment Facility
335 Clear Water Drive
West Jefferson, Ashe County
to receiving waters designated as Unnamed Tributary to Little Buffalo Creek in the
New River Basin.
in accordance with effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, II, III and IV hereof. .
This permit shall become effective April 1, 2006.
This permit and authorization to discharge shall expire at midnight on March 31,
2011.
Signed this day February 15, 2006.
0h Ali W..Klimek, P.E., Director
Ptvision of Water Quality
y Authority of the Environmental Management Commission

Permit NCO020451
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or
discharge are hereby revoked. As of this permit issuance, any previously issued
permit bearing this number is no longer effective. Therefore, the exclusive authority
to operate and discharge from this facility arises under the permit conditions,
requirements, teams, and provisions included herein.
Town of West Jefferson is hereby authorized to:
1. Continue to operate an existing 0.500 MGD extended aeration wastewater
treatment system with the following components:
■ A 2 foot wide mechanical bar screen, ,
■ A 1.5 foot wide manual bar screen bypass channel,
■ Chain and bucket grit removal,
■ An influent pump station with three (3) 434 GPM pumps,
■ An influent mag meter,.
■ . A dual channel concentric oxidation ditch with dual 30 HP rotors,
• A 45 foot diameter secondary clarifier with 12 feet of sidewater depth,
■ Dual traveling bridge tertiary filters,
■ In -channel ultra violet disinfection with two banks of lamps having a total
of 8 lamps,
■ A post aeration basin with diffused air,
■ Conversion of an existing aeration basin to aerobic digestion, two (2) 50 HP
890 scfm blowers,
■ Two new 521 GPM return sludge pumps with VFD's,
■ A 50 KW standby generator,
■ Associated yard pipe, site work and electrical work and
■ Water Reclamation Spray Irrigation system.
The facility is located in the Town West Jefferson at 335 Clearwater Drive in Ashe
County.
2. Discharge from said treatment works at the location specified on the attached
map into an unnamed Tributary of Little Buffalo Creek, which is classified C-
Trout + waters in the New River Basin.

is Downstream Bridge ;� r
P. Sampling Point
36° 24" 39' N "-
810 29" 251 tiV �
7777
Di
' " a Outfall 001 ..c
F Upstream Sampling Point
` '' s : • t 360 24" 29' N
810 29" 25' W
••• w L � Y J" itc 4, ,
•a y
"t se'y? •• :..fir 3I3ARI
O ; Q
gA
w i
3200
a
0 - - ,3� M ways • /
J Ch
Town of West Jefferson
. West Jefferson WWTP
Latitude: 360 24' 35" N State Grid: Jefferson
Longitude: 800 29' 26" W Permitted Flow: 0.500 MGD
Receiving Stream: UT Liltle Buffalo Creek Drainage Basin: New River Basin
Stream Class: C- Trout+ Sub -Basin: 05-07-02
SIM9211I I

Permit NCO020451
A. (L)EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning on the effective date of this permit and lasting until expiration, the Permittee is
authorized to discharge from outfall 001. Such discharges shall be limited and monitored by the Permittee as
specified below:
°EFFLUENTS M1M1 i
CHARACTERISTICS
INonthly
Average
LIMITSMONITORINGfREQUIREM�NTS
WAdubeYekly Daily lMeasuremerit.
Averag aMaximum; f req eu ncy�
1Sample S mple Locatianz
T pe
Flow
0.500 MGD
Continuous
. Recording
I or E
BOD, 5-day (20°C)3
(April 1-October 31
5.0 mg/L
7.5 mg/l
3/Week
Composite
I & E
BOD, 5-day (20°C)3
November 1-March 31
10.0 mglL
15.0 mgA
3/Week
Composite
I & E
Total Suspended Solids3
10.0 mgA
15.0 mg/l
3/Week
Composite
I & E
NH3 as N
(April 1— October 31
2.0 mgA
6.0 mgA
Week
Composite
E
NH3 as N
November 1— March 31
4.0 mg/l
12.0 mg/l
3/Week
Composite
E
Dissolved Oxygen4
3/Week
Grab
E, U & D
Fecal Coliform
(geometric mean
200 1100 ml
400 / 100 ml
3/Week
Grab
E, U & D
pH$
3/Week
Grab
E
Cadmium
0.7 pgA
2.1 pgA
Weekly
Composite
E
Temperature (°C)
Daily
Grab
E
Temperature °C
31Week
Grab
U & D
Conductivity
Week
Grab
E
Total Nitrogen
(NO2�03+TKN)
Semi -Annually
Composite
E
Total Phosphorus
Semi -Annually
Composite
E
Chronic Toxic46
Quarterly
Composite
E
Mercury?
0.021 ug / I
Weekly
Composite
E
Copper
Monthly
Composite
E
Zinc
Monthly
Composite
E
Pollutant Analysis8
Annually
Composite
E
Total Residual Chlorines
28 ugA
2/Week
Grab
Effluent
Footnotes:
1 Reference A. (4.) Monitoring Frequency
2 Sampling Locations: E - Effluent, I - Influent, U - Upstream approximately 50 feet above discharge point, D -
Down stream at the bridge. Stream samples shall be collected three times per week during June, July,
August, and September and once per week during the remaining months of the year.
3 The monthly average BODs and Total Suspended Solids shall not exceed 15% of the respective influent value
(85%) removal. .
4 The daily average Dissolved Oxygen effluent concentration shall not be less than 6.0 mg/L.
s The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
6 Chronic Toxicity (Ceriodaphnia dubia) @ 56.4%; January, April, July, and October. See A (2) Special
Conditions of the Supplement to the Effluent Limitations.
7 Low-level mercury analysis using EPA method 1631 for all effluent sampling is required.
8 Refer to Special Condition A (3) regarding pollutant scan.
9 Limits and monitoring for total residual chlorine will apply only if chlorine is added to the waste stream
during the treatment process.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
Other parameters of concern shall be monitored through the facility's Long Term Monitoring Plan.

Permit NCO020451.
A. (2.) QUARTERLY CHRONIC TOXICITY PERMIT LIMIT (0.5 MGD)
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant . .
mortality to Ceriodaphnia dubia at an effluent concentration of 56.4%.
The permit holder shall perform at a minimum, 4uarterlu monitoring using test procedures outlined
in the "North Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised February 1998,
or subsequent versions or "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure"
(Revised -February 1998) or subsequent versions. The tests will be performed during the months of
January, April, July, and October. Effluent sampling for this testing shall be performed at the NPDES
permitted final effluent discharge below all treatment processes.
If the test procedure performed as the first test of any single quarter results in a failure or ChV below
the permit limit, then multiple -concentration testing shall be performed at a minimum, in each of the
two following months as described in "North Carolina Phase II Chronic Whole Effluent Toxicity Test
Procedure" (Revised -February 1998) or subsequent versions.
The chronic value for multiple concentration tests will be determined using the geometric mean of the
highest concentration having no detectable impairment of reproduction or survival and the lowest
concentration that does have a detectable impairment of reproduction or survival. The definition of
"detectable impairment," collection methods, exposure regimes, and further statistical methods are
specified in the "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -
February 1998) or subsequent versions.
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form (MR-1) for the months in which tests were performed, using the
parameter code TGP313 for the pass/fail results and THP313 for the Chronic Value. Additionally, DWQ
Form AT-3 (original) is to be sent to the following address:
Attention: NC DENR / DWQ / Environmental Sciences Branch
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Branch no
later than 30 days after the end of the reporting period for which the report is made.
Test data shall be complete, accurate, include all supporting chemical/physical measurements and
all concentration/response data, and be certified by laboratory supervisor and ORC or approved
designate signature. Total residual chlorine of the effluent toxicity sample must be measured and
reported if chlorine is employed for disinfection of the waste stream.
Should there be no discharge of flow from the 'facility during a month in which toxicity monitoring is
required, the permittee will complete the information located at the top of the aquatic toxicity (AT)
test form indicating'the facility name, permit number, pipe number, county, and the month/year of
the report with the notation of "No Flow" in the comment area of the form. The report shall be
submitted to the Environmental Sciences Branch at the address cited above.
Should the permittee fail to monitor during a month in which toxicity monitoring is required:,
monitoring will be required during the following month.
Should any test data from this monitoring requirement or tests performed by the North Carolina
Division of Water Quality indicate potential impacts to the receiving stream, this permit may be re-
opened and modified to include alternate monitoring requirements or limits. '
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum
control organism survival, minimum control organism reproduction, and appropriate environmental
controls, shall constitute an invalid test and will require immediate follow-up testing to be completed
no Iater than the last day of the month following the month of the initial monitoring.

Permit NCO020451
A. (3.) EFFLUENT POLLUTANT SCAN
The Permittee shall perform an annual Effluent Pollutant Scan for all parameters listed in the attached table.
The analytical methods shall be in accordance with 40 CFR Part 136 and shall be sufficiently sensitive to
determine whether parameters are present in concentrations greater than applicable standards and criteria.
Samples shall represent seasonal variations. Unless otherwise indicated, metals shall be analyzed as "total
recoverable."
Ammonia (as N)
Trans-1,2-dichlomethylene
Bis (2-chloroethyl) ether
Chlodne (total residual, TRC)
1,1-dichloroethylene
Bis (2-chloroisopropyl) ether
Dissolved oxygen
i,2-dichloropropane
Bis (2-ethylhexyi) phthalate
NitratelNitrite
1,34chloropropylene
4-bromophenyl phenyl ether
Kjeldahl nitrogen
Ethylbenzene
Butyl benzyl phthalate
Oil and grease
Methyl bromide
2-chloronaphthalene
Phosphorus
Methyl chloride
4-chl6rophenyl phenyl ether
Total dissolved solids
Methylene chloride
Chrysene
Hardness
1,1,2,2-tetrachloreethane
Di-n-butyl phthalate
Antimony .
Tetrachloroethylene
Di-n-W phthalate
Arsenic
Toluene
Dibenzo(a,h)anthraeene
Beryllium
11,1-trichloroethane
1,24chlorobenzene
Cadmium
1,1,2-trichloroethane
1,3-dichlorobenzene
Chromium
Trichloroethylene
1,4-dirhlorobenzene
Copper
Vinyl chloride
3,3-dichlorobenzidine
Lead
Acid -extractable compounds:
Diethyl phthalate
Mercury
P-chloro-m-creso
Dimethyl phthalate
Nickel
2-chlorophenol
2,4-dinitrotoluene
Selenium
2,4-dichlorophenol
2,6-dinitrotoluene
Silver
2,4-dimethylphenol
1,2-diphenylhydrazine
Thallium
4,6-dinitro-o-cresol
Fluoranthene
Zinc
2,4-dinitrophenol
Fluorene
Cyanide
2-nitrophenol
Hexachlorobenzene
Total phenolic compounds
4-nitrophenol
Hexachlorobutadiene
Volatile orcank compounds:
Pentachlorophenol
Hexachtorocyclo-pentadlene
Acrolein
Phenol
Hexachloroethane
Aaylonitrile
2,4,6-trichlomphenol
Indeno(1,2,3-od)pyrene
Benzene
Base -neutral compounds:
Isophorone
Bromoform
Acenaphthene
Naphthalene
Carbon tetrachloride
Acenaphthytene
Nitrobenzene
Chlorobenzene
Anthracene
N-nitrosodi-n-propylamine
Chlorodibromomethane
Benzidine
N-nitmsodimethylamine
Chloroethane
Benzo(a)anthracene
N-nitmsodiphenylamine
2-chlomethylvinyl ether
Benzo(a)pyrene
Phenanthrene
Chloroform
3.4 benzottuoranthene
Pyrene
Dichlorobromomethane
Benzo(ghi)perylene
1,2,4-trichlorobenzene
1,1-dichbroethane
Benzo(k)fluoranthene
1,2-dichloroethane
Bis (2-chloroethoxy) methane
Test results shall be reported to the Division in DWQ Form- A MR-PPA1 or in a form approved by the Director
within 90 days of sampling.
The report shall be submitted to the following address:
NC DENR 1 DWQ 1 Central Files, 1617 Mail Service Center, Raleigh, North Carolina 27699-1617.

Permit NC0020451
A. (4.) MONITORING FREQUENCY
The Town of West Jefferson WWTF shall monitor this permit under Class III facility monitoring
frequencies, which are (3x-week).
The Town of West Jefferson WWTF may apply for a monitoring frequency change to a Class II facility
monitoring frequency after 12 months of data have been collected and reported. This Monitoring
Frequency change will be evaluated for compliance with all terms and conditions of the permit.
This Monitoring Frequency request change must be made in writing with all supporting
documentation to the Winston-Salem Regional Office with copies sent to the NC DENR / DWQ / 1617
Mail Service Center, Raleigh, North Carolina 27699-1617.

Draft Permit Review (3)
Subject: Draft Permit Review (3)
From:•John Giorgino <[e-mail]>
Date: Tue, 20 Dec 2005 11:43:01 -0500
To: Bob Guerra <[e-mail]>
Hi Bob, I have reviewed the following:
NCO033251 Camp Highlander
NCO 20451_West-Jefferson7
NCO061182 North Buncombe
I have no comments. Thanks for forwarding them.
John Giorgino
Environmental Biologist
North Carolina Division of Water Quality
Environmental Sciences Section
Aquatic Toxicology Unit
Mailing Address:
1621 MSC
Raleigh, NC 27699-1621
Office: 919 733-2136
Fax: [phone]
Email: [e-mail]
Web Page: http://www.esb.enr.state.nc.us
1 of 1 12/21/2005 7:41 AM

DENR/DWQ
FACT SHEET FOR NPDES PERMIT DEVELOPMENT
NPDES No. NCO020451
Facility Information
Applicant Facility Name:
Town of West Jefferson WWTP
Applicant Address:
P.O. Box 490 West Jefferson. NC 28694
Facility Address:
Clearwater Drive, West Jefferson
Permitted Flow
0.500 MGD
Type of Waste:
Domestic and industrial
Facility/ Permit Status:
Modification and renewal
Facility Classification
III
County:
Ashe
Miscellaneous
Receiving Stream:
UT Little Buffalo
Creek
Regional Office:
Winston-Salem
Stream Classification:
C Tr +
USGS To o Quad:
Jefferson Quad
303 d Listed?:
Yes
Permit Writer:
Bob Guerra
Subbasin:
05-07-02
Date:
December 05, 2005
Drainage Area mil :
1.8
•
Summer 7Q 10 cfs
0.6
Winter 7Q10 (cfs):
0.9
Average Flow cfs :
4.0
IWC % .
56%
Primary SIC Code:
4952
SUMMARY OF FACILITY:
West Jefferson has been operating a 0.369 MGD wastewater treatment plant. On
January 1, 2003 the DWQ accepted the Engineers Certification that indicated the facility was
built and was now operating under a design flow of 0.500 MGD. The wastewater treatment
plant discharges into a UT to Little Buffalo Creek, which is a tributary to the New River. The
West Jefferson WWTP has a full pretreatment program through the Division of Water Quality's
Pretreatment Unit. This program will continue to be implemented in accordance with the
permit.
The expansion project consisted of the following improvements/modifications:
■ A 2 foot wide mechanical bar screen,
■ A 1.5 foot wide manual bar screen bypass channel,
• Chain and bucket grit removal,
■ An influent pump station with three (3) 434 GPM pumps,
■ An influent mag meter,
■ A dual channel concentric oxidation ditch with dual 30 HP rotors; construction
of a second 45 foot diameter secondary clarifier with 12 feet of sidewater depth,
■ Dual traveling bridge tertiary filters,
■ In -channel ultra violet disinfection with two banks of lamps having a total of 8
lamps,
■ A post aeration basin with diffused air,
• Conversion of an existing aeration basin to aerobic digestion, two (2) 50 BP 890
scfm blowers,
• Two new 521 GPM return sludge pumps with VFD's
• A 50 KW standby generator,
■ Associated yard pipe, site work and electrical work AND
■ On -Site Reclaimed/Reuse Spray Irrigation.
West Jefferson discharges into UT Little Buffalo Creek in the New River Basin. Little
Buffalo Creek, from the source to Buffalo Creek (4.4 miles) is Impaired due to a poor
bioclassification and listed on the 2000 303d list for impaired streams in North Carolina. It is
rated partially supporting its waters, with an unknown cause for the biological impairment.
Potential sources for the impairment include a minor municipal point source, urban
runoff/ storm sewers.
West Jefferson WWTP Fact Shect
NPDES Renewal (12-05-05)
Nse I

The unnamed tributary of Little Buffalo Creek has a stream classification of C Trout t.
The plus (+) symbol identifies the receiving stream as being subject to a special management
strategy to protect downstream waters designated as ORW (outstanding resources water). West
Jefferson's WWTP is located upstream of the segment of the New River that has been
reclassified as ORW.
As stated in the previous fact sheet (dates January 30, 2001) The Division of Water
Quality (DWQ) has specific management strategies for the New River that have been approved
to protect the exceptional resource waters. This strategy includes designated limitations for
new and expanded dischargers, stormwater controls, 50% of the total Instream flow not to be
exceeded by total volume of upstream discharges, and safety factors for toxics and toxicity to be
protected at the ORW segment. The specific action recommended for the South Fork New and
New Rivers ORW area per 15A NCAC 2B.0225 (e)(4)(B) and (C) states that "new or expanded
NPDES permitted discharges located upstream of the designated ORW" will comply with limits
for oxygen consuming wastes of BOD5 of 5 mg/1 and NH3-N of 2 mg/1. A dissolved oxygen limit
of 6 mg/i and a fecal coliform limit of 200/ 100ml were required. In addition, a limit for total
suspended solids of 10 mg/l was applied to all discharges to trout waters. Therefore, the
following effluent limitations for tertiary treatment were applicable to future expansions for the
West Jefferson facility:
Summer
Winter
BOD5
5 mg/1
10 mg/l
NH3-N
2 mg/1
4 mg/1
DO
6 mg/l
6 mg/1
TSS
10 Mg/1
10 Mg/1
Fecal
200/100ml
200/100ml
Chlorine
28 pg/l
28 pg/l
The increase in wasteflow to 0.500 MGD should not increase the pollutant loading of
BOD5, TSS, or NH3 in the UT Little Buffalo Creek due to the tertiary limits that will be
assigned.
BASIN WIDE MANAGEMENT PLAN:
The 2005 Draft New River Basin Wide Water Quality Plan is currently out to public
review and comment with comments due by August 15, 2005. Little Buffalo Creek has
historically received a Poor and/or Fair bioclassification and is likely impacted by the WWTP
effluent. In 2002, the Town of West Jefferson completed upgrades to their WWTP. Using nearly
$3 million, an ultraviolet (UV) treatment process was added along with an oxidation ditch.
Discharge was increased to 0.5 MGD. The current bioclassification is based on benthic data
collected in 2003. Water quality improvements associated with the upgrades to the WWTP were
likely overshadowed by a two-year (2001-2002) drought, which may have exacerbated the
effluent impacts on the stream.
Other point sources that may have also contributed to the current bioclassification
include: a glue spill from Catawissa Lumber; and overflow of a recycling pond at Cardinal
Stone; and a 100-gallon gasoline spill in the tributary just above the WWTP. Little Buffalo
Creek will remain on the list of impaired waters for 2006. DWQ will continue to monitor the
creek and work with the Town of West Jefferson to minimize impacts from the WWTP
discharge. In addition, DWQ will assist local officials in identifying funding sources in order to
raise awareness in the community on the importance of riparian zones and impacts associated
with stormwater runoff.
TOXICITY TESTING:
Current Requirement: Chronic Ceriodaphnia @ 45% Jan Apr July Sept
Proposed Requirement upon expansion: Chronic Ceriodaphnia @ 56% Jan Apr July Sept
All PASS in 2001 — 2005.
West Jefferson WWTP Fact Sheet
NPDES Renewal (12-05-05)
Page 2

Compliance Summar:
TOWN OF WEST JEFFERSON ENFORCEMENT HISTORY 2002 / 2005
■ 182 Documented violations
■ 88 No action, BPJ, DMR Conversion, Data error, B1MS Pre -production error.
■ 7 Proceed to NOV
■ 82 Proceed to Enforcement Case
■ 25 Enforcement Cases Initiated
• $48,463.97 Fines Collected
Parameter
Date
Description
% Over Limit
Action
BOD5
6/30/05
Monthly Avg
23
Proceed to Enf
6/ 18/05
Weekly Avg
38
Proceed to Enf
5/31/05
Monthly Avg
2
Proceed to NOV
5/21/05
Weekly Avg
14
Proceed to NOV
6/ 19/04
Weekly Avg
4
Proceed to NOV
6/30/04
Monthly Avg
13
Proceed to NOV
5 / 31 / 04
Monthly Avg
4
Proceed to Enf
04/30/04
Monthly Avg
4
Proceed to Enf
05/03
Monthly /Weekly
641/ 1565/33/36
Proceed to Enf
02/03
Avg
6 / 6
Proceed to Enf
Weekly Avg
Temp
6/4/05
5 x week
Freq. Violation
Proceed to Enf
Monitoring
Cadmium
12/04
Daily Max/
47 / 128
Proceed to Enf
12/25/04
Weekly Avg
342
Proceed to Enf
05/04
Daily Max
133/81 / 1314/600/442
Proceed to Enf
04/04
Daily Max
561/371/485/228/1885/
Proceed to Enf
03/04
/Weekly Avg
28
Proceed to Enf
02/04
Daily Max
42/71/95/328/414/28/ 1
Proceed to Enf
01 / 04
/ Weekly Avg
71
Proceed to Enf
09/03
Daily Max
100
Proceed to NOV
06/03
/Weekly Avg
114
Proceed to Enf
04/03
Weekly Avg
15
Proceed to Enf
03/03
Weekly Avg
33 /300
Proceed to Enf
02/03
Weekly Avg
71 /57
Daily Max
100
10,819 9 32,657 228
FLOW
02/04
Design flow
9.5
Proceed to Enf
04/03
violation
12
Proceed to Enf
Design flow
violation
Fecal
11/03
Weekly Geo
148
Proceed to Enf
Coliform
05/03
Weekly /Monthly
114/ 1400/305
Proceed to Enf
02/03
Geo
894
Proceed to Enf
12 / 02
Weekly Geo
181
Proceed to Enf
09 / 02
Weekly Geo
1334
Proceed to Enf
Weekly Geo
Nitrogen as
07/03
Weekly Avg
149
Proceed to Enf
NH3
05/03
Monthly Avg
140
Proceed to Enf
Mercury,
05/03
Daily Max
19,423
Proceed to Enf
Total
04/03
Daily Max
58,471 / 2,280
Proceed to Enf
03 03
Daily Max
852
Proceed to Enf
TSS
05/03
Monthly /Weekly
945. 2622
Proceed to Enf
02/03
Avg
1.7/66
Proceed to Enf
Monthly / Weekly
Avg
West Jefferson WWTP Fact Sheet
NPDES Renewal ( 12-U5-05)
Page 3

Enforcement
Case #
Date
Violation Category
Total
Dollars
Assessed
LV-2002-0045
10
01
2001
Pre Bims
$1403.72
LV-2002-0173
01
O 1
2002
Pre Bims
$322.15
LV-2002-0274
02
O1
2002
Pre Bims
$385.22
LV-2002-0343
03
O1
2002
Pre Bims
$385.22
LV-2002-0379
04
O1
2002
Pre Bims
$385.22
LV-2002-0440
05
O1
2002
Pre Bims
$697.72
LV-2002-0548
06
O1
2002
Pre Sims
$410.22
LV-2002-0641
08
O1
2002
Pre Bims
$2435.22
LV-2003-0029
09
01
2002
Pre Bims
$1085.22
LV-2003-0089
10
01
2002
Pre Bims
$410.22
LV-2003-0132
11
01
2002
Pre Bims
$1098.50
LV-2003-0192
12
O1
2002 i
Pre Bims
$761.00
LV-2003-0230
01
01
2003
Pre Bims
$586.00
LM-2003-0307
02
O1
2003
Cadmim,BOD,TSS,Tem
$2986.00
LM-2003-0310
03
01
2003
Cadmium, Hg, Temp
$1336.00
LM-2003-0317
04
01
2003
Cadmium, H , Temp, Flow
$4278.00
LM-2003-0325
05/01/2003
Cadmium, BOD,TSS,Temp,Hg,Fecal
Coliform, N as Ammonia
$9550.00
LV-2003-0326
06
01
2003
Cadmium, Fecal, Nitrogen, Phos hrus
$1686.00
LV-2003-0334
07
O1
2003
N as Ammonia, Temp
$1686.00
LV-2004-0105
02
O1
2004
Cadmium, Flow
$722.00
LV-2004-0247
03
O1
2004
Cadmium
$3797.00
LV-2004-0137
04
O1
2004
Cadmium, BOD
$7597.00
LV-2004-0390
05
O1
2004
Cadmium, BOD
$6097.00
LV-2005-0112
12
01
2004
Cadmium
$1097.00
LV-2005-0038
06
01
2005
BOD, Temp
$1197.00
TOTAL FINES IMPOSED 2002-2005 $48 463.97
DMR Data Review:
Table 1: Summary of 2002-2005 Monthly Average DMR Data
Monthly Geo.
Fecal (#/',l00
ml)
:Weekly�Geo
Fecal R(# J 100
Monnthly
BOD
m 1
„ Weekly s
BOD .:
m 1"
; �
Flaw
m d
INFLUENTT
SS
(mg/1
.EFFLUENT
m 1
Avg
24.40
114.99
5.05
4.90
0.278
163.33
5.04
Max
428.48
3949.05
37.05
21.73
0.548
340.07
104.58
Min
1.00
1.00
1.05
1.20
0.165
83.00
0.40
Limit
200/ 100
400/ 100
�30.Omg/1145.Omg/l
0.369
Removal Rate 69.2%
30m 1 45m 1
INSTREAM MONITORING:
The existing NPDES Permit designates sampling locations as U - Upstream
approximately 50 feet above the discharge point and D - Downstream at the mouth of the
tributary. DMR data indicate that the facility has been sampling upstream in compliance with
the permit but have been sampling downstream 50 feet from the discharge point until June
2002 and changed the downstream sampling point to 200 feet downstream from the discharge.
The DMR's indicate that the facility did not comply with the Downstream sampling
requirement stating that the downstream sampling point should be at the mouth of the
tributary.
During the 12-01-05 inspection with George Smith of the Winston-Salem RO, questions
regarding this downstream sampling issue were asked and answered. The facility did not
sample at the mouth of the tributary as required by the 2001 permit because this site was 4
miles downstream and had numerous smaller feeder streams entering the UT. The facility has
been sampling at a bridge located 100 feet downstream of the discharge point, prior to a feeder
stream entering the UT. GIS coordinates for all three sampling points, Upstream, Downstream
and the Effluent discharge were obtained by GIS and incorporated into this permit renewal.
Nest Jefferson V, WTP Fact Sheet
`PD S Renewal (12-05-05)
Pogo 4

There have been no documented violations of the Instream DO standard of 6 mg/1
upstream or downstream of West Jefferson. For the past three years, average upstream values
have ranged from 8.03 - 11.92 mg/ 1. Average downstream values have ranged from 7.60 to
12.35 mg/l with an average value of 9.9 mg/l. The lowest downstream DO value was 7.6 mg/l.
In 33 of 37 sampling events, the downstream DO was lower than the upstream DO, which
shows that the tributary is impacted by the discharge.
In addition, upstream and downstream fecal coliform values are above the 200/ 100ml
standard. The upstream fecal values averaged 330.60/ 100 and downstream fecal values
averaged 331.70/ 100ml. The upstream range was 79 - 910/ 100ml. The downstream range
was 70 - 992/ 100ml. These numbers still exceed the standard and indicate some stream
degradation.
Recommend the continuation of Instream monitoring for temperature, DO, and
fecal coliform because of the high Instream values and the 303d listing of Little Buffalo
Creek.
PROPOSED CHANGES:
The following modifications have been made to the permit:
• Delete Effluent page relating to previous Design flow of 0.396 and add Effluent Page
denoting Design Flow of 0.500 MGD.
• Change downstream sampling point from "the mouth of the tributary" to "The Bridge"
which is approximately I00 feet from the discharge point per Region input.
PROPOSED SCHEDULE FOR PERMIT ISSUANCE:
Draft Permit to Public Notice: 12/7/2005
Permit Scheduled to Issue: 03/ 15/2006
STATE CONTACT:
If you have any questions on any of the above information or on the attached permit, please
contact Bob Guerra at [phone] ext. 539.
NAME:
DATE:
REGIONAL OFFICE COMMENT:
NAME: DATE: ! —/L —O S'
NPDES SUPERVISOR COMMENT:
NAME: DATE:
West Jeficrson \VWTP Fact Sheet
NPDES Renewal (12-05-05)
Page 5

NORTH CAROLINA
FORSYTH COUNTY
AFFIDAVIT OF PUBLICATION
Before the undersigned, a Notary Public of said County and State, duly
commissioned, qualified, and authorized by law to administer oaths, personally
appeared D.H. Stanfield, who being duly sworn, deposes and says: that he is
Controller of the Winston-Salem Journal, engaged in the publishing of a newspaper
known as Winston-Salem Journal, published, issued and entered as second class mail
in the City of Winston-Salem, in said County and State: that he is authorized to
make this affidavit and sworn statement: that the notice or other legal advertisement,
a true copy of which is attached hereto, was published in Winston-Salem Journal on
the following dates:
December 1.0, 2005
and that the -said newspaper in which such notice, paper document, or legal
advertisement was published was, at the time of each and every such publication, a
newspaper meeting all the requirements and qualifications of Section 1-597 of the
General Statutes of North Carolina and was a qualified newspaper within the
meaning of Section 1-597 of the General Statutes of North Carolina,
60 k,.,1,2
This 12th day of December, 2005
(signature of person king affidavit)
Sworn to and subscribed before me, this 12th day of December, 2005
=___s,.r.
My Commission expires: September 28, 2010
OFFICIAL SEAL
Nolary Public, North Carolina
r COUNTY OF FORSYTH
KIMALEY OH ON
:r. emission Expires�'.lGJa
- •-- ^�-�.-mot./ ZI"�'
PUf3taC
nSTATE OF NORTH CAROLIW--' ,
'i ENYiRONMENTAL MANAGEMENT COMMISSIONlNPDES UNIT.'i,•�
.'��� ;t;, ,•. 1517 MAIL SERVICE CENTER:,!;,-
A ,. t:PALEIGH, NC 2?M1617
NOTIFICATION OF INTENT TO ISSUE` "
';;11;,,,�;�.. "•,yiw t: "A NPOES WASTEWATER PERMIT'' _•^' �.,
Dntha basis of thorough staff rev vw and application of NC General Stat- t
ite:•t43.21. Public Law 82-500 and other lavvU standards and regula• �
c0afty the North Carolina Environmental Management Commission pro-1
LposesAo,Lssue a:Nallonal.PcllutaM;DischarO'E6minatbn'System1
={NPQES) wastswater,disdtarae permit to the person(s) listed below oVl
., five 45 days from the publish date of this notice: - r ,,+ ,
i:aWptten comments reeggarding the proposed permitwM be accepted urMd
^' 30 days after the publkstr date of this natice. All comments received prior
to that date ere considered In the final determinations ragending ft pea '
�, ipasad permit. The Director of rho NO Division of Water Quality may de•
#,tide to hold apLbic meeting for theyroposed permit should the DI ydo-
Lmceive a slgr Acant degree of public interest.., "r' yr.'
Copies of the draft permit and other sTpoding Information on 1qe used
to determinecondioonts present inthe draltpermit ane avaifableupon ra t
quest and payment of the Costs of reprodug ort MWI oommertis erdlor
Ir'requesrs for ,inforrnation to the NC Divisiom of Water Owdly at the ebo4e
address or call the Poird Source- at'[phone], erdenslon
. 520 or 363, Please indude the NPDES permit numbs` {attached) In arty
mmimuri cation. Interested pparsons may also visit the of Waterj
f c QuaSty at 512 N. Salisbury SVeet: Ral01 hl NC 27604-t 146 betneeit the
(; hairs.of 5:00 a m: and 5:00 p.m: to rev ew irtonnalron on Na-CS,:;:tya
-The Torrn"of West Jefferson: Po fio i ABO: WeM'Jeffamn`NC 2969a.4
ne are water quality llmted: Thk
in INs portion of the river basin
December 10, 2006 ''+
0.5D MUD domesticdndustrial.
y to Little Buffalo Creek In the,
)Na,.DO,;fecal colhorm, ands
harge may affect future alloca•�,

Table 1 Project Information Table 2. Parameters of Concern
Name Type Chronic Modifier Acute . PQL Units
Facility Name
WWTP Grade
NPDES Permit
Outfali
Flow, Qw (MGD)
Receiving Stream
Stream Class
7Q1 Us (cfs)
7Q10w (cfs)
30Q2 (cfs)
QA (cfs)
Time Period
Data Source(s)
Town of West jefferson
III
NCOO20451
001
0.5
UT to Little Buffalo Creek
C Trout +
0.6 .
0.0
1.3
AUG 2003 - JULY 2005
Par01
Par02
ParO2
ParO4
Par05
ParOE
Par07
ParO8
ParO9
Parl0
Parl 1
Parl2
Parl3
Parl4
Par15
Cadmium
NC
0.4
2.1
ug/L
Copper
NC
7
AL
7.3
ug/L
Nickel
NC
88
261
ug/L
Zinc
NC
50
AL
67 '
ug/L
Mercury
NC
0.012
0.0002
ug/L
i
Town of West Jefferson rpal(11-30-05), input
12/7/2005

REASONABLE POTENTIAL ANALYSIS
Cadmi-
Copper
Dab
D.I.
BDL.IUDL R...
Dw
Dm
BDL-112 Room
1 9rJr"2
05
03 Srd V-.
21.19M
1 &52003
510
250.0 SU
0 0000
2 &W2002
0.5
0.3 Mess
2.]462
2 WI=3
5[Al
250.0 Meer
250.00DO
4 9112yXAz
0.5
03
77161
3 0N2003
5[9
250.0 C.V.
0.0000
n
111
9 1On12003
5[q
250.0 n
37
5 W3W2002
05
03
511-*003
&'0
250.a
6 10/712002
0 5
0 3 MUR Fww -
235406
6 12=3
&'0
250.0 MOF.. -
1 0000
11W14f2002
1
13 M-VA-
229.3 wrL
711&2004
Sr.)
250.a M. V.-
2600 up'L
6 1 W I1AG2
05
03 Ma Prod ox
5397,7 '.9L
8 ZW2004
500
250,0 Mm, Pred Cw
260 0 �NL
9 10/]B2W2
0.5
03
9 W12004
500
250.0
10 1114R002
05
0 3
+0 41512664
90
�'
2506
t1 IIIt312002
12 111192D02
05
0 4
03
0 9
It 4AV2664
12 &412004
$(C
i rce
250.0
256.0
13 112&2002
00 S
0.3
13 SL1112004
go
250.0
14 11272M
1
1.0
14 &212004
go
250.0
55 t21&2D02
05
0.5
15 71v2004
&C
250.a
1: 1Zl 0l=12
0.5
0.3
i6 7!&2004
5(C
250.0
i] 1V17=2
0.5
0.5
17 &v2004
5(C
250.0
19 1v2YA02
0.5
0.5
19 91612004
U0
250.0
191V312002
20 1P2003
0.5
0.5
0.3
0.3
19 W72004
20 10/42004
5(p
Slp
250D
2500
21 1114*003
ad
0.8
21 111112004
500
250.0
22 +2Nzog3
0.7
0.7
22 1111112004
so
250.0
23 +,282003
0.5
03
27 11/2512004
go
250.0
24 v4lXA3
229.3
229.3
24 11262004
so
Z50.0
25 v1212D03
0.5
03
25 lil&ZOOi
&o
260.0
25 v1af2003
23
23
26 12242ppq
641
250.0
27 212&2003
0.5
0.3
27 12272004
&q
250.0
m 3142003
0.5
0.a
28 t213+200e
60
250.0
24 &112003
0.5
0.3
29 t132605
Sao
2600
30 3r1212003
0.5
0.3
w v12005
GOD
2500
31 3r1&2003
0.5
0.3
3111f2005
so
2500
32 32512DD
1.4
14
32 Y252005
SW
2500
33 4012003
all
Do
33 414=5
go
2%,
34 461'2003
06
05
m S=Cs
go
250.0
35 411&20D3
1 2
1.2
35 &1l21W5
5110
250.6
36 412L20D3
1.1
1.1
36 714=5
So
250.0
37 4f291"
0.5
06
37 7152005
--
Sim
250.0
36 SMV2003
0.9
0.9
39 5113'2003
0.5
0.3
r
40 520/2003
0.6
0.3
41 &2&2003
0.5
0.a
42 &3/2003
26
25
43 6102003
06
6 a
44 &1712003
05
0 3
45 &3412003
05
03
46 71V2003
05
03
47 714fA03
05
03'
4e 71&2003
05
03
49 7f152003
0.5
03
}
5D 722=13
05
03
51 72972003
0.5
0.3
52 915✓ M
0.5
0.3
53 W1212003
ci 0.5
0.3
' I
54 &1'N
0.5
0.3
r
55 t5262003
05
0.3
55 wlI 3
0.5
0.3
57 6Vn
0.5
0.3
' 1
59 9'92003
0.6
0.a
% 9'18l2003
0.5
0.3
w 9723f2003
8+ 6%2003
0.8
6.5
0.8
03
62 10/72003
0.5
0.3
63 1WI412pp3
0.5
0.3
64 +02112p03
6.5
-.-
CS t02&2003
0.5
0.3
6611142003
0.5
0.3
+
67111t2]2003
05
03
651111 t1]Xg3
05
03
r
r
69 11,25^2003
05
0 3
m12212003
71 1v 03
a
05
03
03
'r
�
7212117P2003
05
03
m122v2003
741v30/X 63
0 5
05
0 3
03
. I
"� S
751151vp4
05
03
1
1
76 1f1v2004
0.5
03
77 1n I2004
aS
0.3
7a 112M2004
1 5
L5
'
79 222004
1.4
1.4
1
W 2@2004
a.5
a 3
Bt v1YA04
0.5
0.3
,
B] Z INP04
0.5
0,3
03 3n2004
3
3,0
.
B< 31&2061
36
36
e5 &15/2fp4
09
09
96 32v2004
1,9
1,9
�
97 3292DD4
4.1
4.1
t
99 4152004
89 4lA2004
23
0.1
23
0.3
+
1
I
90 411Y2004
13.9
13.9
j
91 4R0200!
0.9
0.9
9Z 4Z=
0.5
89
B3 5'4]2004
..9
4.9
M 511 W2004
3.8
3.8
65 Sr1920D4
0.5
0.3
9fi 524/2004
0.5
0.3
97 53112004
0.s
0.3
w tY111004
0.5
0.3
1
99 &]2004
0.5
03
1w Wise
0.5
0.3
101 92V2004
05
0.3
102 afldr2004
1,
0.3
103 71122004
0.5
0 3
109 7.812004
0.5
0.3
1
106 71132004
0.5
13
De 711'YA04
0.5
03
'
1D7 7f28209 0
05
03
106 &2004
0.6
0.3
1
109 &4200.
0.6
0.3
110 &18200.
0.5
03
111 &23+2664
05
6 3
1:
112 5f3012004
0.5
0 3
113 91&d]01
05
0 3
If
114 9f12004
0.5
03
I15 W1412004
0.5
03
116 921/2004
0.5
03
1
117 W71
0.5
03
lamW W-Jere,4 r"l �11�451. ea.
-t-
12f72005

REASONABLE POTENTIAL ANALYSIS
Nickel
Zinc
Mercury
D..
13-
WL•12DL Ruul.
044.
D.1.
6OL-IML R..uu
Dm
D.I.
Wl,V2DL
Rum.
1 8rY2003
J 1 W
50.0 Sid Dw.
O. W W
1 &512m3
500
2m D Sm Pe+.
OOOm
1 &&2W 3
- 02
0.1
Sid Day. 0.2448
2 &127P03
�7� 1Do
50.0 Meal
50.Op00
2 9'Ir 3
500
250.a Mean
2WOmb
2 8,1212W3
02
0.1
Mean 0.2704
3 9,192003
100
50.0 G.Y.
0.pppC
3 9r32m3
500
2m❑ C.V,
0O0m
3 &1912W3
02
0.1
CY. 09055
4 9257.W3
100
50.0 n
115
4 f0211200:i
sm
2500 n
37
4 &262W3
02
0.1
n 103
5 9/Y2W3
1W
50.0
5 111412m3
�� SW
2m.0
5 44112W3
69'92W3
1W
50.0 M lF..-
i0000
612/412003
5W
2m.0 Mull Faclny
100m
69•'412W3
00075
00
MA F.0 - 1.6"
7 &1&2W3
1W
50.0 M. vd-
m0 4'4'L
7 1/5120O1
SW
250.0 Mtt Vale.
2mO
7 9 2UD3
- aU29
00
Mu Yelu. 05 -L
6 10232m3
100
50.0 M. Aee Cw
W 0 .L
8 21212001
5W
2m C M. Prod C.
Sm0 w1L
8 &,712003
0 003
00
Mu Prod Cw 0 8 -A
9 1073WAg3
1m
SO
9 3/112004
500
250.0
9 912""o
00015
10 luTI 3
It 1w192003
m50.0
1W
50.0
1041512m4
I1 4&DOOi
500
500
2m.0
250.0
10101112W3
11 t018rzol
a"0
00044
12 11l21129W
1W
50.0
12 514120aY
< 500
2500
12 I&162003
00125
13 i1Imm
IW
so
1a 5r31;71M4
Sm
2m.0
1311L21=3
OW25
14 11l4IM3
1W
50.0
14 &212004
Sm
2500
14 1=8,2003
00031
151Il12 P03
1W
50.0
15 712R
5W
2500
15111820p3
0W77
1W
500
1670612W4
5W
2m0
161111272003
0.m2
;612,212W3
17 1?J 512M
1W
500
17 &212W6
5W
2500
1711212W3
0.01W
d,222W3
1W
m0
159152004
IN
2500
181125 3
0.0953
t9 12&2003
100
$0.0
19 9R12004
5W
2500
IS 1T7Y2003
O.m25
i0 1Vt712003
1W
m.0
2010412004
EW
2500
20 12/102W3
Owl
21 I2312W3
1m
50.0
21 111112004
5m
2m.0
1.
21 12/1]2W0
O.WI
2t7Im W3
1m
m.0
2211111R064
em
2m
22 122y2WJ
0.0174
23 11512
1W
m.0
ZS 11125"
Sm
250.0
23 121S,I]DOJ
AI1v2/2004
1W
SD
2. 11126'2m9
500
2m.0
24 IW20O4
{Owls
05
25212112W4
1W
Soo
26 lm,W4
E00
250.0
251113r2OM
2522&2W4
272712W4
1W
iW
50.0
50.0
26122420a
271y27r2004
5W
5W
2m0
2500
M IM,2O04
2? 1212W4
Om13
1
�9.W14
05
za z191zme
1m
5D.9
za Iv3lrzoaa
5m
2m0
2e v3r2a64
29 31I62004
1m
50.0
m 17312m5
Sm
2m 0
29 21112W4
00515
30 31xY2W4
tm
m.0
30 2/12W5
5m
2m0
30 Ll&2009
OW5
31 311/2004
im
50.0
31 3l12m5
5m
2m0
31 y2d2W4
0. D025
32 &&2004
lW
Wo
32 3252005
5W
2m0
32 3l212CO1
1
0.5
33 3,1&2004
tW
50.0
3; 4N2005
SOO
2m 0
33 35.2OM
' 1
0.5
31 412V2004
v00
WO
34 &&2005
500
2500
34 NI72m4
C.W21
35 4!2&2004
IN
50.0
35 &112005
5m
2m 0
35 3232009
1
0.5
W 41`l2004
1m
50.0
W TW2005
Em
2m 0
36 31302O04
ei 1
05
37 4FY2004
I W
m.0
37 7/5720a5
500
2m 0
37 4M2m4
Doll
35 41122004
1W
50.0
-
'
38 d1812W4
39612]12004
1W
50.0
39411412W4
0D018
90 51262004
1Do
50.0
40 4fXN2Wq
0 W25
41 5i412W4
1 W
50.0
41 42712m4
0 0041
42 &t 012W4
tW
ma
42 5141x004
0.0015
43 5119/2004
1m
m.a
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43 &1112W4
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m.0
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0.0044
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0.0048
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100
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46 S`132 Dpq
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b&1&2004
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456'912004
0.0278
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-
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m 52![OW
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cmm
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62 90120a1
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1W
500
113 V412W5
119 1181 6
100
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11512&2005
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116 7119'IW5
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117 712512WS
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177112W5

REASONABLE POTENTIAL ANALYSIS
Town of West Jefferson
Time Period AUG 2003 - JULY 2005
Ow (MGD)
0.5
701 OS (cfs)
0.6
701OW (cfs)
0
3002 (cfs)
1.3
Avg. Stream Flow, OA (cfs)
0
Rec'ving Stream UT to Little Buffalo Creek
NC0020451
WWTP Class III
IWC (%) @ 70 WS 56.3636364
( 7010W 100
@ 3002 37.3493976
@ QA NIA
Stream Class C Trout +
Outfall 001
Qw=0.5MGD
STANDARDS R CRITERIA (2)
PARAMETER
TYPE
PQL
Units
REASONABLE POTENTIAL RESULTS
RECOMMENDED ACTION
NC woS I % FAV I Acute
n 9 Def. Max Pred Cw Allowable Cw
n)
Chronic
Acute: 2
Continue Limit and Monitoring requirement
Cadmium
NC
0.4 2.1
uglL
117 32
5397.7
---;--
------------------
Chronic:
Acute: 7
Continue Monitoring
Copper
NC
TO AL 7.3
uglL
37 p
250A
----
Chronic: tit
------------------
Acute: 261
Delete Limit and Monitoring requirement
Nickel
NC
68 261
uglL
115 0
50.0
Chronic: 156 -
._..
Acute: 67
Conlinu6 Monitoring
Zine
NC
50 AL fi7
uglL
37 0
250.0
Chronic:_—_------_—_t39
............._-----
Acute: NIA
Continue with Permit Limits
Mercury
NC
0.012
0.0002
uglL
103 68
0.8
Chronic- 0
-----------__..---Y--
Town of West Jefferson rpa 1 (11-30-05). rpa
1217/2005

Month
Year Param Class
UoM Value
9
2003-Flow`1
mgd
0.2962
10
2003 Flow
mgd
0.271258
11
2003 Flow
mgd
0.441667
12
2003 Flow
mgd
0.368419
1
2004 Flow
mgd
0.296839
2
2004 Flow
mgd
0.547759
3
2004 Flow
mgd
0.36371
4
2004 Flow
mgd
0.2742
5
2004 Flow
mgd
0.241484
6
2004 Flow
mgd
0.333867
7
2004 Flow
mgd
0.245161
8
2004 Flow
mgd
0.220032
9
2004 Flow
mgd
0.4202
10
2004 Flow
mgd
0.278935
11
2004 Flow
mgd
0.270167
12
2004 Flow
mgd
0.241419
1
2005 Flow
mgd
0.234
2
2005 Flow
mgd
0.246857
3
2005 Flow
mgd
0.287387
4
2005 Flow
mgd
0.287333
5
2005 Flow
mgd
0.232258
6
2005 Flow
mgd
0.237933
7
2005 Flow
mgd
0.234161
8
2005 Flow
mgd
0.201
9
2005 Flow
mgd
0.1647
7.236946
0!27.8-MGD-.i CALCULATED -MONTHLY -AVERAGE
0:54. 8 = MONTHLY MAXIMUM
0.165-MGID= MONTHLY -MINIMUM

Month
Day
Year Commer Parameter
Value Cell Type
9
7
2002 <2.0
00310 - BOD^S-Day (20-Deg.-C)
3.3 CAWKLAVG
9
14
2002 <2.0
00310 - BOD, 5-Day (20 Deg. C)
3,033333 CAWKLAVG
9
21
2002 <2.0
00310 - BOD, 5-Day (20 Deg. C)
3.266666 CAWKLAVG
9
28
2002 <2.0
00310 - BOD, 5-Day (20 Deg. C)
2.1 CAWKLAVG
9
2002 <2.0
00310 - BOD, 5-Day (20 Deg. C)
2.7 CAMONAVG
9
2002 <2.0
00310 - BOD, 5-Day (20 Deg. C)
2.1 CAWKLAVG
10
5
2002 <2.0,<2.5,�
00310 - BOD, 5-Day (20 Deg. C)
CAWKLAVG
10
12
2002 <2.0,<2.5,t 00310 - BOD, 5-Day (20 Deg. C)
1.766666 CAWKLAVG
10
19
2002 <2.0,<2.5,� 00310 - BOD, 5-Day (20 Deg. C)
1.933333 CAWKLAVG
10
26
2002 <2.0,<2.5,<00310 - BOD, 5-Day (20 Deg. C)
0.433333 CAWKLAVG
10
2002 <2.0,<2.5,-
00310 - BOD, 5-Day (20 Deg. C)
0.433333 CAWKLAVG
11
2
2002 <2.0
00310 - BOD, 5-Day (20 Deg. C)
2.366666 CAWKLAVG
11
9
2002 <2.0
00310 - BOD, 5-Day (20 Deg. C)
CAWKLAVG
11
16
2002 <2.0
00310 - BOD, 5-Day (20 Deg. C)
CAWKLAVG
11
23
2002 <2.0
00310 - BOD, 5-Day (20 Deg. C)
2.1 CAWKLAVG
11
30
2002 <2.0
00310 - BOD, 5-Day (20 Deg. C)
2.1 CAWKLAVG
11
2002 <2.0
00310 - BOD, 5-Day (20 Deg. C)
2.1 CAWKLAVG
12
7
2002 <2.0
00310 - BOD, 5-Day (20 Deg. C)
CAWKLAVG
12
14
2002 <2.0
00310 - BOD, 5-Day (20 Deg. C)
11.8 CAWKLAVG
12
21
2002 <2.0
00310 - BOD, 5-Day (20 Deg. C)
7.933333 CAWKLAVG
12
28
2002 <2.0
00310 - BOD, 5-Day (20 Deg. C)
4.9 CAWKLAVG
12
2002 <2.0
00310 - BOD, 5-Day (20 Deg. C)
4.9 CAWKLAVG
1
4
2003 <2.0
00310 - BOD, 5-Day (20 Deg. C)
21.73333 CAWKLAVG
1
11
2003 <2.0
00310 - BOD, 5-Day (20 Deg. C)
2.033333 CAWKLAVG
1
18
2003 <2.0
00310 - BOD, 5-Day (20 Deg. C)
2.4 CAWKLAVG
1
25
2003 <2.0
00310 - BOD, 5-Day (20 Deg. C)
6.8 CAWKLAVG
1
2003 <2.0
00310 - BOD, 5-Day (20 Deg. C)
6.8 CAWKLAVG
2
1
2003 <2.0
00310 - BOD, 5-Day (20 Deg. C)
4.166666 CAWKLAVG
2
8
2003 <2.0
00310 - BOD, 5-Day (20 Deg. C)
4 CAWKLAVG
2-
15
2003 <2.0
00310 - BOD, 5-Day (20 Deg. C)
2.533333 CAWKLAVG
2
22
2003 <2.0
00310 - BOD, 5-Day (20 Deg. C)
15.9 CAWKLAVG
2
2003 <2.0
00310 - BOD, 5-Day (20 Deg. C)
15.9 CAWKLAVG
3
1
2003
00310 - BOD, 5-Day (20 Deg. C)
15.8 CAWKLAVG
3
8
2003
00310 - BOD, 5-Day (20 Deg. C)
3.733333 CAWKLAVG
3
15
2003
00310 - BOD, 5-Day (20 Deg. C)
5.166666 CAWKLAVG
3
22
2003
00310 - BOD, 5-Day (20 Deg. C)
3.3 CAWKLAVG
3
29
2003
00310 - BOD, 5-Day (20 Deg. C)
7.833333 CAWKLAVG
4
5
2003 <2.0
00310 - BOD, 5-Day (20 Deg. C)
4.433333 CAWKLAVG
4
12
2003 <2.0
00310 - BOD, 5-Day (20 Deg. C)
8.666666 CAWKLAVG
4
19
2003 <2.0
00310 - BOD, 5-Day (20 Deg. C)
3.933333 CAWKLAVG
4
26
2003 <2.0
00310 - BOD, 5-Day (20 Deg. C)
4.466666 CAWKLAVG
5
3
2003
00310 - BOD, 5-Day (20 Deg. C)
4.966666 CAWKLAVG
5
10
2003
00310 - BOD, 5-Day (20 Deg. C)
124.9333 CAWKLAVG
5
17
2003
00310 - BOD, 5-Day (20 Deg. C)
9.233333 CAWKLAVG
5
24
2003
00310 - BOD, 5-Day (20 Deg. C)
3,866666 CAWKLAVG
5
31
2003
00310 - BOD, 5-Day (20 Deg. C)
10.2 CAWKLAVG
6
7
2003 <2
00310 - BOD, 5-Day (20 Deg. C)
7.1 CAWKLAVG
6
14
2003 <2
00310 - BOD, 5-Day (20 Deg. C)
CAWKLAVG
6
21
2003 <2
00310 - BOD, 5-Day (20 Deg. C)
2.433333 CAWKLAVG
6
28
2003 <2
00310 - BOD, 5-Day (20 Deg. C)
7.5 CAWKLAVG
7
5
2003 <2.0
00310 - BOD, 5-Day (20 Deg. C)
5.366666 CAWKLAVG

7
12
2003 <2.0
00310 - BCD, 5-Day (20 Deg. C)
3.433333 CAWKLAVG
7
19
2003 <2.0
00310 - BCD, 5-Day (20 Deg. C)
3.833333 CAWKLAVG
7
26
2003 <2.0
00310 - BCD, 5-Day (20 Deg. C)
CAWKLAVG
8
2
2003
00310 - BCD, 5-Day (20 Deg. C)
2.033333 CAWKLAVG
8
9
2003
00310 - BCD, 5-Day (20 Deg. C)
3.233333 CAWKLAVG
8
16
2003
00310 - BOD, 5-Day (20 Deg. C)
5.7 CAWKLAVG
8
23
2003
00310 - BCD, 5-Day (20 Deg. C)
3.433333 CAWKLAVG
8
30
2003
00310 - BOD, 5-Day (20 Deg. C)
5.433333 CAWKLAVG
9
6
2003 <2.0
00310 - BCD, 5-Day (20 Deg. C)
4.166666 CAWKLAVG
9
13
2003 <2.0
00310 - BOD, 5-Day (20 Deg. C)
3.466666 CAWKLAVG
9
20
2003 <2.0
00310 - BCD, 5-Day (20 Deg. C)
CAWKLAVG
9
27
2003 <2.0
00310 - BCD, 5-Day (20 Deg. C)
1.7 CAWKLAVG
10
4
2003 <2.0
00310 - BCD, 5-bay (20 Deg. C)
1.438333 CAWKLAVG
10
11
2003 <2.0
00310 - BCD, 5-Day (20 Deg. C)
1.466666 CAWKLAVG
10
18
2003 <2.0
00310 - BCD, 5-Day (20 Deg. C)
1.866666 CAWKLAVG
10
25
2003 <2.0
00310 - BOD, 5-Day (20 Deg. C)
0.866666 CAWKLAVG
11
1
2003 <2
00310 - BCD, 5-Day (20 Deg. C)
1.3 CAWKLAVG
11
8
2003 <2
00310 - BCD, 5-Day (20 Deg. C)
4.633333 CAWKLAVG
11
15
2003 <2
003'10 - BOD, 5-Day (20 Deg. C)
3.2 CAWKLAVG
11
22
2003 <2
00310 - BOD, 5-Day (20 Deg. C)
1.933333 CAWKLAVG
11
29
2003 <2
00310 - BCD, 5-Day (20 Deg. C)
1.933333 CAWKLAVG
12
6
2003 <2.0
00310 - BCD, 5-Day (20 Deg. C)
2.366666 CAWKLAVG
12
13
2003 <2.0
00310 - BCD, 5-Day (20 Deg. C)
0.766666 CAWKLAVG
12
20
2003 <2.0
00310 - BCD, 5-Day (20 Deg. C)
1.3 CAWKLAVG
12
27
2003 <2.0
00310 - BCD, 5-Day (20 Deg. C)
1.2 CAWKLAVG
1
3
2004 <2.0
00310 - BCD, 5-Day (20 Deg. C)
1.766666 CAWKLAVG
1
10
2004 <2.0
00310 - BCD, 5-Day (20 Deg. C)
2.933333 CAWKLAVG
1
17
2004 <2.0
00310 - BOD, 5-Day (20 Deg. C)
CAWKLAVG
1
24
2004 <2.0
00310 - BCD, 5-Day (20 Deg. C)
CAWKLAVG
1
31
2004 <2.0
00310 - BCD, 5-Day (20 Deg. C)
2.633333 CAWKLAVG
2
7
2004 <2.0
00310 - BCD, 5-Day (20 Deg. C)
2.233333 CAWKLAVG
2
14
2004 <2.0
00310 - BCD, 5-Day (20 Deg. C)
6 CAWKLAVG
2
21
2004 <2.0
00310 - BCD, 5-Day (20 Deg. C)
3.733333 CAWKLAVG
2
28
2004 <2.0
00310 - BCD, 5-Day (20 Deg. C)
2.533333 CAWKLAVG
3
6
2004 <2.0
00310 - BCD, 5-Day (20 Deg. C)
0.666666 CAWKLAVG
3
13
2004 <2.0
00310 - BCD, 5-Day (20 Deg. C)
2.566666 CAWKLAVG
3
20
2004 <2.0
00310 - BCD, 5-Day (20 Deg. C)
2.233333 CAWKLAVG
3
27
2004 <2.0
00310 - BCD, 5-Day (20 Deg. C)
2.4 CAWKLAVG
4
3
2004
00310 - BOD, 5-Day (20 Deg. C)
2.833333 CAWKLAVG
4
10
2004
00310 - BCD, 5-Day (20 Deg. C)
5.133333 CAWKLAVG
4
17
2004
00310 - BCD, 5-Day (20 Deg. C)
3.633333 CAWKLAVG
4
24
2004
00310 - BCD, 5-Day (20 Deg. C)
6.833333 CAWKLAVG
5
1
2004
00310 - BCD, 5-Day (20 Deg. C)
5.133333 CAWKLAVG
5
8
2004
00310 - BCD, 5-Day (20 Deg. C)
4.566667 CAWKLAVG
5
15
2004
00310 - BOD, 5-Day (20 Deg. C)
4.466667 CAWKLAVG
5
22
2004
00310 - BOD, 5-Day (20 Deg. C)
5.833333 CAWKLAVG
5
29
2004
00310 - BCD, 5-Day (20 Deg. C)
5.933333 CAWKLAVG
6
5
2004
00310 - BCD, 5-Day (20 Deg. C)
4.533333 CAWKLAVG
6
12
2004
00310 - BCD, 5-Day (20 Deg. C)
5.9 CAWKLAVG
6
19
2004
00310 - BCD, 5-Day (20 Deg. C)
7.766666 CAWKLAVG
6
26
2004
00310 - BCD, 5-Day (20 Deg. C)
5.466666 CAWKLAVG
7
3
2004 <2.0
00310 - BOD, 5-Day (20 Deg. C)
4.633333 CAWKLAVG

7
10
2004 <2.0
00310 - BOD, 5-Day (20 Deg. C)
2.833333 CAWKLAVG
7
17
2004 <2.0
00310 - BOD, 5-Day (20 Deg. C)
2.666666 CAWKLAVG
7
24
2004 <2.0
00310 - BOD, 5-Day (20 Deg. C)
3 CAWKLAVG
7
31
2004 <2.0
00310 - BOD, 5-Day (20 Deg. C)
5.533333 CAWKLAVG
8
7
2004 <2.0
00310 - BOD, 5-Day (20 Deg. C)
3.533333 CAWKLAVG
8
14
2004 <2.0
00310 - BOD, 5-Day (20 Deg. C)
3.833333 CAWKLAVG
8
21
2004 <2.0
00310 - BOD, 5-Day (20 Deg. C)
3.6 CAWKLAVG
8
28
2004 <2.0
003'10 - B0D, 5-Day (20 Deg. C)
4.333333 CAWKLAVG
9
4
2004 <2.0
00310 - BOD, 5-Day (20 Deg. C)
4.633333 CAWKLAVG
9
11
2004 <2.0
00310 - B0D, 5-Day (20 Deg. C)
3.775 CAWKLAVG
9
18
2004 <2.0
00310 - BOD, 5-Day (20 Deg. C)
4.333333 CAWKLAVG
9
25
2004 <2.0
003,10 - BOD, 5-Day (20 Deg. C)
5.733333 CAWKLAVG
10
2
2004
00310 - BOD, 5-Day (20 Deg. C)
5.033333 CAWKLAVG
10
9
2004
00310 - BOD, 5-Day (20 Deg. C)
5.9 CAWKLAVG
10
16
2004
00310 - BOD, 5-Day (20 Deg. C)
5.266666 CAWKLAVG
10
23
2004
00310 - BOD, 5-Day (20 Deg. C)
5.266666 CAWKLAVG
10
30
2004
00310 - BOD, 5-Day (20 Deg. C)
3.966666 CAWKLAVG
11
6
2004 <2.0
00310 - BOD, 5-Day (20 Deg. C)
1.9 CAWKLAVG
11
13
2004 <2.0
00310 - BOD, 5-Day (20 Deg. C)
5.366666 CAWKLAVG
11
20
2004 <2.0
00310 - BOD, 5-Day (20 Deg. C)
1.066666 CAWKLAVG
11
27
2004 <2.0
00310 - BOD, 5-Day (20 Deg. C)
4.6 CAWKLAVG
12
4
2004 <2
00310 - BOD, 5-Day (20 Deg. C)
2.533333 CAWKLAVG
12
11
2004 <2
00310 - BOD, 5-Day (20 Deg. C)
3.233333 CAWKLAVG
12
18
2004 <2
00310 - BOD, 5-Day (20 Deg. C)
2.266666 CAWKLAVG
12
25
2004 <2
00310 - BOD, 5-Day (20 Deg. C)
4.233333 CAWKLAVG
1
1
2005
00310 - BOD, 5-Day (20 Deg. C)
6.8 CAWKLAVG
1
8
2005
00310 - BOD, 5-Day (20 Deg. C)
3.666666 CAWKLAVG
1
15
2005
00310 - BOD, 5-Day (20 Deg. C)
5.666666 CAWKLAVG
1
22
2005
00310 - BOD, 5-Day (20 Deg. C)
3.2 CAWKLAVG
1
29
2005
00310 - BOD, 5-Day (20 Deg. C)
3.466666 CAWKLAVG
2
5
2005 <2.0
00310 - BOD, 5-Day (20 Deg. C)
2.366666 CAWKLAVG
2
12
2005 <2.0
00310 - BOD, 5-Day (20 Deg. C)
3.7 CAWKLAVG
2
19
2005 <2.0
00310 - BOD, 5-Day (20 Deg. C)
9.566666 CAWKLAVG
2
26
2005 <2.0
00310 - BOD, 5-Day (20 Deg. C)
4.666666 CAWKLAVG
3
5
2005 <2.0
00310 - BOD, 5-Day (20 Deg. C)
4.8 CAWKLAVG
3
12
2005 <2.0
00310 - BOD, 5-Day (20 Deg. C)
5.5 CAWKLAVG
3
19
2005 <2.0
00310 - BOD, 5-Day (20 Deg. C)
3.966667 CAWKLAVG
3
26
2005 <2.0
00310 - BOD, 5-Day (20 Deg. C)
5.266667 CAWKLAVG
4
2
2005 <2
00310 - BOD, 5-Day (20 Deg. C)
5.966667 CAWKLAVG
4
9
2005 <2
00310 - BOD, 5-Day (20 Deg. C)
2.466667 CAWKLAVG
4
16
2005 <2
00310 - BOD, 5-Day (20 Deg. C)
3.666667 CAWKLAVG
4
23
2005 <2
00310 - BOD, 5-Day (20 Deg. C)
3.866667 CAWKLAVG
4
30
2005 <2
00310 - BOD, 5-Day (20 Deg. C)
2.5 CAWKLAVG
5
7
2005 < 2.0
00310 - BOD, 5-Day (20 Deg. C)
3.6 CAWKLAVG
5
14
2005 < 2.0
00310 - BOD, 5-Day (20 Deg. C)
6.1 CAWKLAVG
5
21
2005 < 2.0
00310 - BOD, 5-Day (20 Deg. C)
8.566667 CAWKLAVG
5
28
2005 < 2.0
00310 - BOD, 5-Day (20 Deg. C)
1.9 CAWKLAVG
6
4
2005
00310 - BOD, 5-Day (20 Deg. C)
4.233333 CAWKLAVG
6
11
2005
00310 - BOD, 5-Day (20 Deg. C)
6.433333 CAWKLAVG
6
18
2005
00310 - BOD, 5-Day (20 Deg. C)
10.36667 CAWKLAVG
6
25
2005
00310 - BOD, 5-Day (20 Deg. C)
6.08 CAWKLAVG
7
2
2005 <2
00310 - BOD, 5-Day (20 Deg. C)
3.1 CAWKLAVG

7 9
2005 <2
00310 - BOD, 5-Day (20 Deg. C)
4.3 CAWKLAVG
7 16
2005 <2
00310 - BOD, 5-Day (20 Deg. C)
4.533333 CAWKLAVG
7 23
2005 <2
00310 - BOD, 5-Day (20 Deg. C)
2.6 CAWKLAVG
7 30
2005 <2
00310 - BOD, 5-Day (20 Deg. C)
5.8 CAWKLAVG
8 6
2005
00310 - BOD, 5-Day (20 Deg. C)
3.8 CAWKLAVG
8 13
2005
00310 - BOD, 5-Day (20 Deg. C)
5.833333 CAWKLAVG
8 20
2005
00310 - BOD, 5-Day (20 Deg. C)
6.3 CAWKLAVG
8 27
2005
00310 - BOD, 5-pay (20 Deg. C)
4.133333 CAWKLAVG
9 3
2005 <2
00310 - BOD, 5-Day (20 Deg. C)
4.866667 CAWKLAVG
9 10
2005 <2
00310 - BOD, 5-Day (20 Deg. C)
4.166667 CAWKLAVG
9 17
2005 <2
00310 - BOD, 5-Day (20 Deg. C)
2.566667 CAWKLAVG
9 24
2005 <2
00310 - BOD, 5-Day (20 Deg. C)
4.233333 CAWKLAVG
820.5933
4.90.-Calculated--Weekly Average?
2'1,73-VVeekIy-Maximum
1.20-Wee kiy-M i n im u m,

Month Day
10
11
12
1
2
3
4
5
6
7
8
9
10
11
12
1
2
3
4
5
6
7
8
9
10
11
12
1
2
3
4
5
6
7
8
9
Year Comment Parameter
Value Cell Type
2002 <2.0,<2.5,<00310 - BOD,.5_Day-(20-Deg. C)
1.392857 CAMONAVG
2002 <2.0
00310 - SOD, 5-Day (20 Deg. C)
1.05 CAMONAVG
2002 <2.0
00310 - BOD, 5-Day (20 Deg. C)
9.753846 CAMONAVG
2003 <2.0
00310 - BOD, 5-Day (20 Deg. C)
4.123077 CAMONAVG
2003 <2.0
00310 - BOD, 5-Day (20 Deg. C)
9.558333 CAMONAVG
2003
00310 - BOD, 5-Day (20 Deg. C)
4.923077 CAMONAVG
2003 <2.0
00310 - BOD, 5-Day (20 Deg. C)
5.392857 CAMONAVG
2003
00310 - BOD, 5-Day (20 Deg. C)
37.05833 CAMONAVG
2003 <2
00310 - BOD, 5-Day (20 Deg. C)
4.438462 CAMONAVG
2003 <2.0
00310 - BOD, 5-Day (20 Deg. C)
2.671429 CAMONAVG
2003
00310 - BOD, 5-Day (20 Deg. C)
4.45 CAMONAVG
2003 <2.0
00310 - BOD, 5-Day (20 Deg. C)
2 CAMONAVG
2003 <2.0
00310 - BOD, 5-Day (20 Deg. C)
1.601154 CAMONAVG
2003 <2
00310 - BOD, 5-Day (20 Deg. C)
2.925 CAMONAVG
2003 <2.0
00310 - BOD, 5-Day (20 Deg. C)
1.5 CAMONAVG
2004 <2.0
00310 - BOD, 5-Day (20 Deg. C)
1.391667 CAMONAVG
2004 <2.0
00310 - BOD, 5-Day (20 Deg. C)
3.625 CAMONAVG
2004 <2.0
00310 - BOD, 5-Day (20 Deg. C)
2.14 CAMONAVG
2004
00310 - BOD, 5-Day (20 Deg. C)
5.183333 CAMONAVG
2004
00310 - BOD, 5-Day (20 Deg. C)
5.2 CAMONAVG
2004
00310 - BOD, 5-Day (20 Deg. C)
5.66 CAMONAVG
2004 <2.0
00310 - BOD, 5-Day (20 Deg. C)
3.508333 CAMONAVG
2004 <2.0
00310 - BOD, 5-Day (20 Deg. C)
3.942857 CAMONAVG
2004 <2.0
00310 - SOD, 5-Day (20 Deg. C)
4.642857 CAMONAVG
2004
00310 - BOD, 5-Day (20 Deg. C)
5.1 CAMONAVG
2004 <2.0
00310 - SOD, 5-Day (20 Deg. C)
3.314286 CAMONAVG
2004 <2
00310 - SOD, 5-Day (20 Deg. C)
3.815385 CAMONAVG
2005
00310 - SOD, 5-Day (20 Deg. C)
4 CAMONAVG
2005 <2.0
00310 - BOD, 5-Day (20 Deg. C)
5.172727 CAMONAVG
2005 <2.0
00310 - BOD, 5-Day (20 Deg. C)
5.1 CAMONAVG
2005 <2
00310 - BOD, 5-Day (20 Deg. C)
3.125 CAMONAVG
2005 < 2.0
00310 - SOD, 5-Day (20 Deg. C)
4.961538 CAMONAVG
2005
00310 - SOD, 5-Day (20 Deg. C)
6.175 CAMONAVG
2005 <2
00310 - SOD, 5-Day (20 Deg. C)
4.308333 CAMONAVG
2005
00310 - SOD, 5-Day (20 Deg. C)
4.986667 CAMONAVG
2005 <2
00310 - SOD, 5-Day (20 Deg. C)
3.766667 CAMONAVG
181.9581
5-D5-Calcuh3ted-Month iy-Average7
37.Q5--Monthly-Maximum
1.05nthly-Minimu�m_

TSS INFLUENTIEFFLUENT
Month
Year
Comment Parameter UoM
Value Loc
9
2002
00530 - Solids, Total mg/l
340.0769 Influent
10
2002
00530 - Solids, Total mgll
239.4286 Influent
11
2002
00530 - Solids, Total mgll
253.75 Influent
12
2002
00530 - Solids, Total mgll
223.9231 Influent
1
2003
00530 - Solids, Total mgll
230.0769 Influent
2
2003
00530 - Solids, Total mg/1
169.5 Influent
3
2003
00530 - Solids, Total mgll.
161.9231 Influent
4
2003
00530 - Solids, Total. mg/1
181.3571 influent
5
2003
00530 - Solids, Total . mgll
296.3333 Influent
6
2003
00530 - Solids, Total. mg/1
157.0769 Influent
7
2003
00530 - Solids, Total mg/1
107.2857 Influent
8
2003
00530 - Solids, Total mg/l
103.6667 Influent
9
2003
00530 - Solids, Total mgll
227.0714 Influent
10
2003
00530 - Solids, Total mgll
157.2308 Influent
11
2003
00530 - Solids, Total mg/I
195.8333 Influent
12
2003
00530 - Solids, Total mgll
112.8571 Influent
1
2004
00530 - Solids, Total mgll
138.75 Influent
2
2004
00530 - Solids, Total mgll
137 Influent
3
2004
00530 - Solids, Total mgll
125.3333 Influent
4
2004
00530 - Solids, Total mgll
191.75 Influent
5
2004
00530 - Solids, Total mgll
240.25 Influent
6
2004
00530 - Solids, Total mg/1
122.5333 Influent
7
2004
00530 - Solids, Total mgll
123.1667 Influent
8
2004
00530 - Solids, Total. mg/1
183.6429 Influent
9
2004
00530 - Solids, Total - mgll
83 Influent
10
2004
00530 - Solids, Total. mg/1
132.8333 Influent
11
2004
00530 - Solids, Total mgll
143.1429 Influent
12
2004
00530 - Solids, Total mgll
90,92308 Influent
1
2005
00530 - Solids, Total mg/1
133.5385 Influent
2
2005
00530 - Solids, Total mgll
100.5455 Influent
3
2005
00530 - Solids, Total mgll
96.13333 Influent
4
2005
00530 - Solids, Total mg/1
111 Influent
5
2005
00530 - Solids, Total mg/1
124.3077 Influent
6
2005
00530 - Solids, Total mgll
141.2857 Influent
7
2005
00530 - Solids, Total mgll
119.5 Influent
8
2005
<20 00530 - Solids, Total mg/l
199.8667 Influent
9
2005
00530 - Solids, Total , mgll
147.3333 Influent
6043.227
163.33MGIL -•CAL-CUI_ATED•MONTHLY AVERAGE
340.07_MGIL.-.MONTHLY MAXIMUIW
83.00'MGIL=-MO.NTHLY_MINIMU.M�

Month Year Comment
9 2002 <2.0
10 2002 <2-0,<1,<2,<1,<2,<1,<1.6,<1.0
11 2002 <1,<2,<1
12 2002 <1.0
1 2003 <2.0
2 2003 <1.0
3 2003
4 2003 <1.0
5 2003
6 2003 <1.0
7 2003 <2,<1,<2,<1,<2,<1
8 2003 <2.0
9 2003 <2.0
10 2003 <2.0
11 2003 <2,4
12 2003 <2.0
1 2004 <2.,<4,<2,
2 2004 <2,<4,<2
3 2004 <2.0
4 2004 <2
5 2004 <2.0
6 2004 <4,<2
7 2004 <2.0
8 2004 <2.0
9 2004
10 2004 <2.0
11 2004 <2.0,<1.0
12 2004 <2
1 2005 <2.0
2 2005 <2.0
3 2005 <2.0„5.0
4 2005 <2
5 2005 < 1.0, 2.0
6 2005 <2
7 2005 <1
8 2005 <2
9 2005 <2
Parameter UoM Value Loc
00530--•Solids,T5ta mmg/i-55.307692 Effluent
00530 - Solids, Total
mg/1
0.5 Effluent
00530 - Solids, Total
mg/1
1.75 Effluent
00530 - Solids, Total
mg/1
11 Effluent
00530 - Solids, Total
mgll
3.461538 Effluent
00530 - Solids, Total
mgll
10.16667 Effluent
00530 - Solids, Total
mgll
3.923077 Effluent
00530 - Solids, Total
mgll
2.542857 Effluent
00530 - Solids, Total
mgll
104.5833 Effluent
00530 - Solids, Total
mgll
3.615385 Effluent
00530 - Solids, Total
mgll
1 Effluent
00530 - Solids, Total •
mgll
2.083333 Effluent
00530 - Solids, Total
mgll
0.357143 Effluent
00530 - Solids, Total
mgll
0.230769 Effluent
00530 - Solids, Total
mgll
1.5 Effluent
00530 - Solids, Total
mgll
1.071429 Effluent
00530 - Solids, Total
mgll
0 Effluent
00530 - Solids, Total
mgll
1 Effluent
00530 - Solids, Total
mgll
2.266667 Effluent
00530 - Solids, Total
mgll
3.166667 Effluent
00530 - Solids, Total
mgll
4.416667 Effluent
00530 - Solids, Total
mgll
3.706667 Effluent
00530 - Solids, Total
• mgll
0.916667 Effluent
00530 - Solids, Total
mgll
1.285714 Effluent
00530 - Solids, Total
• mgll
0.642857 Effluent
00530 - Solids, Total
• mgll
3.75 Effluent
00530 - Solids, Total
• mgll
1.357143 Effluent
00530 - Solids, Total
• mgll
1.230769 Effluent
00530 - Solids, Total
• mgll
1.615385 Effluent
00530 - Solids, Total
• mgll
0.636364 Effluent
00530 - Solids, Total
mgll
0.4 Effluent
00530 - Solids, Total
mgll
0.916667 Effluent
00530 - Solids, Total
mgll
1.076923 Effluent
00530 - Solids, Total
mg/l
2.214286 Effluent
00530 - Solids, Total
mgll
1.666667 Effluent
00530 - Solids, Total
mgll
0.933333 Effluent
00530 - Solids, Total
mgll
0.166667 Effluent
186.4593
5.04•MGIL-- CAL-CUL-ATED•MONTHLY-AVERAGE
4.58 MGIL-MONTHLY- MAXIM UM,
010.4L-
•MG/-MONTHL'-Y-MINIMUM j
Average TSSIBOD removal rate for 9-0219-05
Influent TSS = 6043.227
Effluent TSS = 186.4593
Average f!T!nt-Removal-Rate =-q 2%~

Month Day
Caid15ited=Monthly-Geometric
Year Comment Parameter UoM
9
2002
10
2002
<1
11
2002
<1
12
2002
1
2003
<1
2
2003
<1
3
2003
5
2003
6
2003
<1
7
2003
<1
8
2003
<1
9
2003
<1
10
2003
<1
11
2003
<1
12
2003
<1
1
2004
<1
2
2004
<1
3
2004
<1
4
2004
<1
5
2004
<1
6
2004
<1
7
2004
<1
8
2004
<1
9
2004
<1
10
2004
<1
11
2004
<1
12
2004
<1
1
2005
<1
2
2005
<1
3
2005
<1
4
2005
<1
5
2005
<
6
2005
<1
7
2005
<1
8
2005
<1
9
2005
<1
31616 cCOliform,-Fecal.MF,_#1.100ml
31616 - Coliform, Fecal MF,
#1100ml
31616 - Coliform, Fecal MF,
#1100ml
31616 - Coliform, Fecal MF,
#1100ml
31616=-COliform, Fecal MF,
#1100ml
31616 - Coliform, Fecal MF,
#1100ml
31616 - Coliform, Fecal MF,
#1100ml
31616 - Coliform, Fecal MF,
#1100ml
.0
31616 - Coliform, Fecal MF,
#1100ml
.0
31616 - Coliform, Fecal MF,
#1100ml
.0
31616 - Coliform, Fecal MF,
#1100ml
31616 - Coliform, Fecal MF,
#1100ml
.0
31616 - Coliform, Fecal MF,
#1100ml
31616 - Coliform, Fecal MF,
#1100ml
A
31616 - Coliform, Fecal MF,
#1100ml
A
31616 - Coliform, Fecal MF,
#1100mi
.0
31616 - Coliform, Fecal MF,
#1100mi
31616 - Coliform, Fecal MF,
#1100ml
.0
31616 - Coliform, Fecal MF,
#1100ml
31616 - Coliform, Fecal MF,
#1100ml
31616 - Coliform, Fecal MF,
#1100ml
31616 - Coliform, Fecal MF,
#1100ml
31616 - Coliform, Fecal MF,
#1100ml
31616 - Coliform, Fecal MF,
#1100ml
31616 - Coliform, Fecal MF,
#1100ml
31616 - Coliform, Fecal MF,
#1100ml
31616 - Coliform, Fecal MF,
#1100ml
31616 - Coliform, Fecal MF,
#1100ml
31616 - Coliform, Fecal MF,
#1100ml
31616 - Coliform, Fecal MF,
#1100ml
31616 - Coliform, Fecal MF,
#1100ml
1
31616 - Coliform, Fecal MF,
#1100ml
31616 - Coliform, Fecal MF,
#1100ml
31616 - Coliform, Fecal MF,
#1100ml
31616 - Coliform, Fecal MF,
#1100ml
31616 - Coliform, Fecal MF,
#1100ml
24.40 Cal culated-Month ly-Geometric.AV6rage
428-.48-Mo.nthly Maximum
1.00-M� onthly-Minimum-- ,�
Value Cell Type
51.32471 CAMONGEO
6.279403 CAMONGEO
13.07707 CAMONGEO
79.08561 CAMONGEO
10.5349 CAMONGEO
51.345 CAMONGEO
5.351807 CAMONGEO
428.4748 CAMONGEO
70.94036 CAMONGEO
3.641405 CAMONGEO
17.00008 CAMONGEO
4.011414 CAMONGEO
1.054766 CAMONGEO
48.25588 CAMONGEO
2.706491 CAMONGEO
1.771315 CAMONGEO
1.417845 CAMONGEO
1.395353 CAMONGEO
1.122462 CAMONGEO
2.053452 CAMONGEO
23.50884 CAMONGEO
5.079242 CAMONGEO
4,511652 CAMONGEO
3.801086 CAMONGEO
1CAMONGEO
1.280887 CAMONGEO
2,652648 CAMONGEO
2.27051 CAMONGEO
2.941415 CAMONGEO
1.495834 CAMONGEO
1.357028 CAMONGEO
2,856165 CAMONGEO
1.747676 CAMONGEO
10.55951 CAMONGEO
6.03456 CAMONGEO
6.361553 CAMONGEO
878.3027

Moth Day
9
10
11
12
1
2
3
3
3
3
3
4
4
4
4
5
5
5
5
5
6
6
6
6
7
7
7
7
8
8
8
8
8
9
9
9
9
10
10
10
10
11
11
11
11
11
12
12
12
12
1
8
15
22
29
5
12
19
26
3
10
17
24
31
7
14
21
28
5
12
19
26
2
9
16
23
30
6
13
20
27
4
11
18
25
1
8
15
22
29
6
13
20
27
Cacl I teau d-Meekly-Geometric
Year Comment
Parameter
UoM
Value Cell Type
2002
31616 - Coliform,.Fecal,MF;_#/100ml
21.68703 CAWKLGEO
2002 <1
31616 - Coliform, Fecal MF,
#1100ml
10.39117 CAWKLGEO
2002 <1
31616 - Coliform, Fecal MF,
#/100ml
5.313292 CAWKLGEO
2002
31616 - Coliform, Fecal MF,
#/100ml
83.06624 CAWKLGEO
2003 <1
31616 - Coliform, Fecal MF,
#1100ml
3.634241 CAWKLGEO
2003 <1
31616 - Coliform, Fecal MF,
#1100ml
68.42753 CAWKLGEO
2003
31616 - Coliform, Fecal MF,
#1100ml
3979.057 CAWKLGEO
2003
31616 - Coliform, Fecal MF,
#1100ml
12.14636 CAWKLGEO
2003
31616 - Coliform, Fecal MF,
#1100ml
4.217163 CAWKLGEO
2003
31616 - Coliform, Fecal MF,
#/100ml
1 CAWKLGEO
2003
31616 - Coliform, Fecal MF,
#/100ml
28.0136 CAWKLGEO
2003 <1.0
31616 - Coliform, Fecal MF,
#/100ml
1.587401 CAWKLGEO
2003 <1.0
31616 - Coliform, Fecal MF,
#1100ml
46.74893 CAWKLGEO
2003 <1.0
31616 - Coliform, Fecal MF,
#/100ml
8.995882 CAWKLGEO
2003 <1.0
31616 - Coliform, Fecal MF,
#/100ml
24.4966 CAWKLGEO
2003
31616 - Coliform, Fecal MF,
#/100ml
2 CAWKLGEO
2003
31616 - Coliform, Fecal MF,
#1100ml
6000 CAWKLGEO
2003
31616 - Coliform, Fecal MF,
#/100ml
1622.178 CAWKLGEO
2003
31616 - Coliform, Fecal MF,
#/100ml
36.87712 CAWKLGEO
2003
31616 - Coliform, Fecal MF,
#1100ml
93.9062 CAWKLGEO
2003 <1.0
31616 - Coliform, Fecal MF,
#1100ml
1 CAWKLGEO
2003 <1.0
31616 - Coliform, Fecal MF,
#1100ml
28.849 CAWKLGEO
2003 <1.0
31616 - Coliform, Fecal MF,
#1100ml
1803.45 CAWKLGEO
2003 <1.0
31616 - Coliform, Fecal MF,
#1100ml
224.8766 CAWKLGEO
2003 <1.0
31616 - Coliform, Fecal MF,
#1100ml
47.15806 CAWKLGEO
2003 <1.0
31616 - Coliform, Fecal MF,
#1100ml
7.306143 CAWKLGEO
2003 <1.0
31616 - Coliform, Fecal MF,
#1100ml
2 CAWKLGEO
2003 <1.0
31616 - Coliform, Fecal MF,
#1100ml
2.924017 CAWKLGEO
2003 <1.0
31616 - Coliform, Fecal MF,
#/100ml
1.259921 CAWKLGEO
2003 <1.0
31616 - Coliform, Fecal MF,
#1100ml
2.962496 CAWKLGEO
2003 <1.0
31616 - Coliform, Fecal MF,
#/100ml
17.26684 CAWKLGEO
2003 <1.0
31616 - Coliform, Fecal MF,
#/100ml
42.06114 CAWKLGEO
2003 <1.0
31616 - Coliform, Fecal MF,
#/100ml
38.81968 CAWKLGEO
2003 <1
31616 - Coliform, Fecal MF,
#/100ml
55.8918 CAWKLGEO
2003 <1
31616 - Coliform, Fecal MF,
#/100ml
1.587401 CAWKLGEO
2003 <1
31616 - Coliform, Fecal MF,
#1100ml
2.1544344 CAWKLGEO
2003 <1
31616 - Coliform, Fecal MF,
#1100ml
3.419951 CAWKLGEO
2003 <1.0
31616 - Coliform, Fecal MF,
#1100ml
1 CAWKLGEO
2003 <1.0
31616 - Coliform, Fecal MF,
#1100ml
1 CAWKLGEO
2003 <1.0
31616 - Coliform, Fecal MF,
#1100ml
1 CAWKLGEO
2003 <1.0
31616 - Coliform, Fecal MF,
#1100ml
1 CAWKLGEO
2003 <1
31616 - Coliform, Fecal MF,
#1100ml
1.259921 CAWKLGEO
2003 <1
31616 - Coliform, Fecal MF,
#1100ml
993.018 CAWKLGEO
2003 <1
31616 - Coliform, Fecal MF,
#1100ml
127.5866 CAWKLGEO
2003 <1
31616 - Coliform, Fecal MF,
#1100ml
33,96999 CAWKLGEO
2003 <1
31616 - Coliform, Fecal MF,
#1100m1
1.259921 CAWKLGEO
2003 <1.0
31616 - Coliform, Fecal MF,
#/100ml
1.81712 CAWKLGEO
2003 <1.0
31616 - Coliform, Fecal MF,
#/100ml
13.20006 CAWKLGEO
2003 <1.0
31616 - Coliform, Fecal MF,
#/100ml
4,344481 CAWKLGEO
2003 <1.0
31616 - Coliform, Fecal MF,
#/100ml
1 CAWKLGEO

1
3
2004 <1.0
31616 - Coliform, Fecal MF,
#/100ml
1 CAWKLGEO
1
10
2004 <1.0
31616 - Coliform, Fecal MF,
#/100ml
1.259921 CAWKLGEO
1
17
2004 <1.0
31616 - Coliform, Fecal MF,
#/100ml
7.813389 CAWKLGEO
1
24
2004 <1.0
31616 - Coliform, Fecal MF,
#/100ml
1 CAWKLGEO
1
31
2004 <1.0
31616 - Coliform, Fecal MF,
#/100ml
1 CAWKLGEO
2
7
2004 <1.0
31616 - Coliform, Fecal MF,
#/100ml
1 CAWKLGEO
2
14
2004 <1.0
31616 - Coliform, Fecal MF,
#/100ml
4.04124 CAWKLGEO
2
21
2004 <1.0
31616 - Coliform, Fecal MF,
#/100ml
1 CAWKLGEO
2
28
2004 <1.0
31616 - Coliform, Fecal MF,
#/100ml
1 CAWKLGEO
3
6
2004 <1
31616 - Coliform, Fecal MF,
#/100ml
1 CAWKLGEO
3
13
2004 <1
31616 - Coliform, Fecal MF,
#1100ml
1 CAWKLGEO
3
20
2004 <1
31616 - Coliform, Fecal MF,
#/100ml
4.198336 CAWKLGEO
3
27
2004 <1
31616 - Coliform, Fecal MF,
#/100ml
1 CAWKLGEO
4
3
2004 <1.0
31616 - Coliform, Fecal MF,
#1100ml
1.259921 CAWKLGEO
4
10
2004 <1.0
31616 - Coliform, Fecal MF,
#1100ml
1.587401 CAWKLGEO
4
17
2004 <1.0
31616 - Coliform, Fecal MF,
#1100ml
1 CAWKLGEO
4
24
2004 <1.0
31616 - Coliform, Fecal MF,
#1100ml
1 CAWKLGEO
5
1
2004 <1
31616 - Coliform, Fecal MF,
#1100ml
1 CAWKLGEO
5
8
2004 <1
31616 - Coliform, Fecal MF,
#1100ml
4.179339 CAWKLGEO
5
15
2004 <1
31616 - Coliform, Fecal MF,
#1100ml
1 CAWKLGEO
5
22
2004 <1
31616 - Coliform, Fecal MF,
#1100ml
1 CAWKLGEO
5
29
2004 <1
31616 - Coliform, Fecal MF,
#1100ml
4.254321 CAWKLGEO
6
5
2004 <1
31616 - Coliform, Fecal MF,
#1100ml
1.442249 CAWKLGEO
6
12
2004 <1
31616 - Coliform, Fecal MF,
#/100ml
21.84533 CAWKLGEO
6
19
2004 <1
31616 - Coliform, Fecal MF,
#/100m1
24.6204 CAWKLGEO
6
26
2004 <1
31616 - Coliform, Fecal MF,
#/100ml
70.89995 CAWKLGEO
7
3
2004 <1
31616 - Coliform, Fecal MF,
#/100m1
130.5617 CAWKLGEO
7
10
2004 <1
31616 - Coliform, Fecal MF,
#/100m1
19.57434 CAWKLGEO
7
17
2004 <1
31616 - Coliform, Fecal MF,
#/100ml
1 CAWKLGEO
7
24
2004 <1
31616 - Coliform, Fecal MF,
#/100ml
9.781946 CAWKLGEO
7
31
2004 <1
31616 - Coliform, Fecal MF,
#/100ml
3.476026 CAWKLGEO
8
7
2004 <1
31616 - Coliform, Fecal MF,
#1100ml
10.57915 CAWKLGEO
8
14
2004 <1
31616 - Coliform, Fecal MF,
#/100ml
3,239612 CAWKLGEO
8
21
2004 <1
31616 - Coliform, Fecal MF,
#1100ml
7.862224 CAWKLGEO
8
28
2004 <1
31616 - Coliform, Fecal MF,
#1100ml
4.198336 CAWKLGEO
9
4
2004 <1
31616 - Coliform, Fecal MF,
#1100ml
1.709975 CAWKLGEO
9
11
2004 <1
31616 - Coliform, Fecal MF,
#1100ml
31.27811 CAWKLGEO
9
18
2004 <1
31616 - Coliform, Fecal MF,
#1100ml
1 CAWKLGEO
9
25
2004 <1
31616 - Coliform, Fecal MF,
#1100ml
1.259921 CAWKLGEO
10
2
2004 <1
31616 - Coliform, Fecal MF,
#1100ml
4.834588 CAWKLGEO
10
9
2004 <1
31616 - Coliform, Fecal MF,
#1100ml
1 CAWKLGEO
10
16
2004 <1
31616 - Coliform, Fecal MF,
#1100ml
1 CAWKLGEO
10
23
2004 <1
31616 - Coliform, Fecal MF,
#/100ml
1 CAWKLGEO
10
30
2004 <1
31616 - Coliform, Fecal MF,
#/100ml
1 CAWKLGEO
11
6
2004 <1
31616 - Coliform, Fecal MF,
#/100ml
3.174802 CAWKLGEO
11
13
2004 <1
31616 - Coliform, Fecal MF,
#1100ml
1 CAWKLGEO
11
20
2004 <1
31616 - Coliform, Fecal MF,
#/100ml
1 CAWKLGEO
11
27
2004 <1
31616 - Coliform, Fecal MF,
#1100ml
1 CAWKLGEO
12
4
2004 <1
31616 - Coliform, Fecal MF,
#/100ml
3.301927 CAWKLGEO
12
11
2004 <1
31616 - Coliform, Fecal MF,
#/100m1
4.702669 CAWKLGEO
12
18
2004 <1
31616 - Coliform, Fecal MF,
#/100ml
4.414004 CAWKLGEO
12
25
2004 <1
31616 - Coliform, Fecal MF,
#/100ml
1 CAWKLGEO

1 1
2005 <1
31616 rColiform,_Fecal-MF,-#1100m1�
1 CAWKLGEO
1 8
2005 <1
31616 - Coliform, Fecal MF,
#1100ml
2.571281 CAWKLGEO
1 15
2005 <1
31616 - Coliform, Fecal MF,
#1100ml
4.776856 CAWKLGEO
1 22
2005 <1
31616 - Coliform, Fecal MF,
#1100ml
2.843866 CAWKLGEO
1 29
2005 <1
31616 - Coliform, Fecal MF,
#1100ml
1 CAWKLGEO
2 5
2005 <1
31616 - Coliform, Fecal MF,
#1100ml
1 CAWKLGEO
2 12
2005 <1
31616 - Coliform, Fecal MF,
#1100ml
3.583047 CAWKLGEO
2 19
2005 <1
31616 - Coliform, Fecal MF,
#1100ml
1 CAWKLGEO
2 26
2005 <1
31616 - Coliform, Fecal MF,
#1100ml
14.581 CAWKLGEO
3 5
2005 <1
31616 - Coliform, Fecal MF,
#1100ml
1 CAWKLGEO
3 12
2005 <1
31616 - Coliform, Fecal MF,
#I100ml
1 CAWKLGEO
3 19
2005 <1
31616 - Coliform, Fecal MF,
#1100ml
1.912931 CAWKLGEO
3 26
2005 <1
31616 - Coliform, Fecal MF,
#1100ml
3.914868 CAWKLGEO
4 2
2005 <1
31616 - Coliform, Fecal MF,
#1100ml
1 CAWKLGEO
4 9
2005 <1
31616 - Coliform, Fecal MF,
#1100ml
1 CAWKLGEO
4 16
2005 <1
31616 - Coliform, Fecal MF,
#1100ml
3.391211 CAWKLGEO
4 23
2005 <1
31616 - Coliform, Fecal MF,
#I100ml
1 CAWKLGEO
4 30
2005 <1
31616 - Coliform, Fecal MF,
#1100ml
1 CAWKLGEO
5 7
2005 < 1
31616 - Coliform, Fecal MF,
#1100ml
1 CAWKLGEO
5 14
2005 < 1
31616 - Coliform, Fecal MF,
#1100ml
16.66111 CAWKLGEO
5 21
2005 < 1
31616 - Coliform, Fecal MF,
#1100ml
4.497941 CAWKLGEO
5 28
2005 < 1
31616 - Coliform, Fecal MF,
#I100m1
1.259921 CAWKLGEO
6 4
2005 <1
31616 - Coliform, Fecal MF,
#I100ml
1 CAWKLGEO
6 11
2005 <1
31616 - Coliform, Fecal MF,
#1100ml
1 CAWKLGEO
6 18
2005 <1
31616 - Coliform, Fecal MF,
#1100m1
1 CAWKLGEO
6 25
2005 <1
31616 - Coliform, Fecal MF,
#1100ml
1 CAWKLGEO
7 2
2005 <1
31616 - Coliform, Fecal MF,
#1100ml
13.5358 CAWKLGEO
7 9
2005 <1
31616 - Coliform, Fecal MF,
#1100ml
2.22398 CAWKLGEO
7 16
2005 <1
31616 - Coliform, Fecal MF,
#1100ml
15.98958 CAWKLGEO
7 23
2005 <1
31616 - Coliform, Fecal MF,
#1100ml
4.101566 CAWKLGEO
7 30
2005 <1
31616 - Coliform, Fecal MF,
#1100ml
85.24267 CAWKLGEO
8 6
2005 <1
31616 - Coliform, Fecal MF,
#1100ml
1 CAWKLGEO
8 13
2005 <1
31616 - Coliform, Fecal MF,
#I100ml
5.828477 CAWKLGEO
8 20
2005 <1
31616 - Coliform, Fecal MF,
#1100ml
32.91899 CAWKLGEO
8 27
2005 <1
31616 - Coliform, Fecal MF,
#1100ml
12.51678 CAWKLGEO
9 3
2005 <1
31616 - Coliform, Fecal MF,
#I100ml
3.332222 CAWKLGEO
9 10
2005 <1
31616 - Coliform, Fecal MF,
#/100ml
17.48543 CAWKLGEO
9 17
2005 <1
31616 - Coliform, Fecal MF,
#1100ml
8,443688 CAWKLGEO
9 24
2005 <1
31616 - Coliform, Fecal MF,
#1100ml
3.391211 CAWKLGEO
16214.54.
1t14:99�Caidu Iated;Weekfy-Geomettic_Average
13979:05=Weekly-Maximum
I XO-Monthly-Minimum—

�c) (3o
P-o
NPDESINon-Discharge Permitting Unit Pretreatment Information Request Form
NPDES OR NONDISGE PERMITTING UNIT COMPLETES THIS PART:
Date of Request /Q f 0 COMME
Facility 5 f.
Permit # G 0 U S
Region S e
Requestor ►-f
Pretreatment A-F Towns- Dana Folley (ext. 523)
Contact G-M Towns- Jon Risgaard (ext. 580)
N-2 Towns- Deborah Gore (exi. 593)
TO PRETREATMENT UNIT:
PRETREATMENT UNIT COMPLETES THIS PART:
Status of Pretreatment Program (circle all that apply)
1) the facility has no S1U's and does have a Division approved Pretreatment Program that is INACTIVE
ili hasna SIU's and d ' ' ion a roved Pretreatment
Programcility
dt� has a Pretreatment Program
3a) Is u ragram with L P or 3b is MOdltied Program with
STMP
4) the facility MUST develop a Pretreatment Program - Full o lflecl
5) additional conditions regarding Pretreatment attached or listed below
Flow
Permitted MGD ctual MGD STMP timIndustrial
�"tdE'�
"yj
9 0. C� j ""Qmost recelft
0-k
Domestic
.Q
d 3 7&q 9 next c cle
g-liQ03-
�-
Pollutant
L
Check List
POC due to
(S)
NPDESRJon-
STMP
LIMP
T
Discharge
Required
Required by
Frequencya
Frequency at
MP
Permit Limit
by EPA'
5,03 Sludge—
POC due to SIU—
Site specific POC (Provide Explanation)'• efTlucnl
effluent
BOD
V
L
4
Q M
TSS
4
Q M
✓
NH3
4
Q M
✓
Arsenic
4
Q M
C0R6m a
V
L
4
O M
EhFtimiiarii
11-
4
Q M
V
L
4
Q M
v
Cyanide
4
Q M
L1`ead9� A,M
T✓
V
4
Q M
✓
Mercury
L.
4
Q M
Molybdenum
4
O M
Nick6l . ;i,
V
L
4
Q M
V
Silver
4
Q M
✓
Selenium .
✓
4
Q M
ZinC1I<��,
L
4
Q M
O{-(Y-
i
4
Q M
65
4
Q M
4
Q M
4
Q M
4
Q M
4
Q M
'glways in the LTMP
"Only in the LTMP if the POTW land applies sEudge
all LTMPIST a fluent data
— Only in LTMP white the SIU is connected to the POTW
on DMRs?
—'Only in LTMP when the
pollutant is a specdic concern to the POTW (ex -Chlorides for a POTW who accepts Textile waste)
Yes
Q= Quarterty
MuMonthly
NO (attach data).
Comments:
available in spreadsheet?
Yes No
version 1(113703
Inrc�Q 9
NPL)ES_Pretreatrnent.request.torm, 031000
Revised: August 4, 20M

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— 1J
WSRO File NOV 2 2005
14
L
,,,'QTJ.i f
NPDES STAFF REPORT AND RECOMMENP4TION 'J
To: NPDES Unit
Attention: Charles Weaver
Date: Octobe• 25, 2005
County: Ashe
Permit No.: NCO020451
PART I -GENERAL INFORMATION
I. Facility and Address: Town of West Jefferson, P.O. Box 490, West Jefferson, 28694
2. Date of Investigation: October 6, 2005
3. Report Prepared by: George Smith
4. Persons Contacted and Telephone Number: Mr. David Hamilton, 336-246-3558
5. Directions to Site: From Winston-Salem, Hwy 421 north through Wilkesboro, then
Hwy 16 north, go on Hwy 163 toward West Jefferson. Go straight through the light into
Town, go right on Main street, left at the light at the funeral home. Follow the street and
it will merge on Hwy 221, go approximately A mile and make a left on Clear Water Dr
down the hill you will see the POTW.
6. Discharge Point(s), List for all discharge points:
Latitude: 360 24' 30" Longitude: 810 29' 24"
Attach a USGS map extract and indicate treatment facility site and discharge point on map.
U.S.G.S. Quad No. R13NW U.S.G.S. Quad Name Jefferson

7. Site size and expansion area consistent with application ?
X Yes — No If No, explain:
8. Topography (relationship to flood plain included):
Facility is located in a valley on the flood plain adjacent to Naked Creek.
9. Location of nearest dwelling: Within 300 feet.
10. Receiving stream or affected surface waters: UT to Little Buffalo Creek
a. Classification: C trout f
b. River Basin and Subbasin No.: New; 05-07-02
c. Describe receiving stream features and pertinent
downstream uses: Pasture land, fishing, wildlife, and agriculture.
PART 11 - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Current permitted capacity of the Waste Water Treatment facility? 0.500 MGD
b. Date(s) and construction activities allowed by previous Authorizations to Construct
issued in the previous two years: ATC was issued and expansion from 0.369 to 0.500
MGD was completed during September 2003.
c. Please provide a description of existing or substantially constructed wastewater
treatment facilities: Mechanical 0.25-inch screen; Grit removal, Pre -aeration; Four
(4) influent pumps; Oxidation ditch; Two (2) secondary clarifiers; Traveling bridge
tertiary filter; UV disinfection; post aeration, and effluent flow device.
d. Please provide a description of proposed wastewater treatment facilities: NIA
e. Possible toxic impacts to surface waters: No toxic impacts are expected.
f. Pretreatment Program (POTWs only):
in development— approved__X
should be required_ not needed
2. Residuals handling and utilization/disposal scheme:
a. If residuals are being land applied, please specify the permit no.W0 0003992
Residuals Contractor: Town of West -Jefferson Telephone No. (336) 246-355R
b. Residuals stabilization: Class B (lime stabilization)
c. Landfill: N/A
d. Other disposal/utilization scheme (Specify): NONE
3. Treatment plant classification (based on flow): Class III

PART III - OTHER PERTINENT INFORMATION
l . Is this facility being constructed with Construction Grant Funds or are any public
monies involved. (municipals only)? Yes, grant monies were received. Plant upgrade
is complete.
2. Special monitoring or limitations (including toxicity) requests: NONE
3. Important SOC, JOC or Compliance Schedule dates: (Please indicate)
Tate
Submission of Plans and Specifications nLa
Begin Construction Ilia
Complete Construction nLa
4. Alternative Analysis Evaluation: Has the facility evaluated all of the available non -
discharge options? Please provide regional perspective for each option evaluated.
Spray Irrigation: NIA
Connection to Regional Sewer System: NIA
Subsurface: NIA
Other disposal options: Spray discharge system to nearby field, but it is not installed.
5. Other Special Items: NONE
PART IV - EVALUATION AND RECOMMENDATIONS
Recommend permit be renewed.
George Smr h
Steve W. Tedder, Regional Supervisor
-
lD /),
SUS'
Date
D !�
Date

MIWOR:
Dale Baldwift
TOWN ATTORNEY:
Jimmy D. Reeves
TOWN INIANAGER:
Ken Md7adyen
CI LIEF OF POLICE:
James Williams
9/27/05
`Town of West Jefferson
"Prosperity, Growth, Achievement"
Charles H. Weaver, Jr.
NC DENR / Point Source Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Mr. Weaver:
ALDERMEN:
%rI I fu��ru�t
Poh R9cCoy
Furl HrAleill
G 71171f Price
I�refl stlnrJllcy
OCT 3 2005
Ou"jiii
Please find enclosed the application information and request for renewal of the
Wastewater Permit # 0020451 for the Town of West Jefferson. If you have any questions
or need further information, please let me know.
Sincerely;
David Hamilton
Town of West Jefferson
336-246-3558
email- [e-mail]
Post Office Box 490 • 01 South Jefferson Avenue • West Jefferson, NC 28694
Phone: [phone] • E-Mail: [e-mail]

A .
MAYOR:
Dale Redelwi71
II'OWN ATTORNEY:
,%imruy D. Reeves
TOWN MANIA(; ER:
KCII MCFI-Idye�,
CFIIEF OF POLICE:
James H"illiains
`Town of West Jefferson
"Prosperity, Growth, Achievement"
SLUDGE MANAGEMENT PLAN
The Town of West Jefferson has three aerobic digesters that are used for storage and
assimilation. Total storage ability is approximately 192,000 gallons. One of the units is
designated for lime application and the transfer of stabilized sludge in a 1500 gallon
tanker truck for Surface Land Application. Thorough aeration and mixing occur within
this digester using coarse air diffusers. The capacity of the lime stabilization digester is
30,000 gallons.
ALDERNIF.N:
TW Hit i,rrrn
Bob lLlrGoy
1•:url A1rNv1!
Brett Su,nmey
Measurement of PH is performed using a Sension One portable PH meter. An activity log
is kept documenting dates of lime application, pounds of lime applied, holding times, and
PH measurement of the sludge at various times to verify satisfaction of PSRP and Vector
attraction reduction criteria. Samples are analyzed on the sludge per 503 regulations and
soil samples are taken on the application sites annually.
Once the contents of the digester meet PSRP and Vector attraction criteria, sludge is
removed from the unit and land applied by surface method. Sludge from either of the
other two digesters can be transferred to this unit by pump to prepare a new batch of
stabilized sludge for surface application.
Post Office Sox 490 • 01 South Jefferson Avenue • West Jefferson, NC 28694
Phone: [phone] • E-Mail: [e-mail]

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
WEST JEFFERSON WWTP, NC 0020451 1 RENEWAL I NEW RIVER
FORM
2A
NPDES
APPLICATION OVERVIEW
Form 2A has been developed in a modular format and consists of a "Basic Application Information" packet
and a "Supplemental Application Information" packet. The Basic Application Information packet is divided
into two parts. All applicants must complete Parts A and C. Applicants with a design flow greater than or
equal to 0.1 mgd must also complete Part B. Some applicants must also complete the Supplemental
Application Information packet. The following items explain which parts of Form 2A you must complete.
BASIC APPLICATION INFORMATION:
A. Basic Application Information for all Applicants. All applicants must complete questions A.1 through A.8. A treatment works
that discharges effluent to surface waters of the United States must also answer questions A.9 through A,12.
B. Additional Application Information for Applicants with a Design Flow z 0.1 mgd. All treatmentworks that have design flows
greater than or equal to 0.1 million gallons per day must complete questions 6.1 through B.6.
C. Certification. All applicants must complete Part C (Certification).
SUPPLEMENTAL APPLICATION INFORMATION:
D. Expanded Effluent Testing Data. A treatment works that discharges effluent to surface waters of the United States and meets
one or more of the following criteria must complete Part D (Expanded Effluent Testing Data):
1. Has a design flow rate greater than or equal to 1 mgd,
2. Is required to have a pretreatment program (or has one in place), or
3. Is otherwise required by the permitting authority to provide the information.
E. Toxicity Testing Data. A treatment works that meets one or more of the following criteria must complete Part E (Toxicity Testing
Data):
Has a design flow rate greater than or equal to 1 mgd,
2. Is required to have a pretreatment program (or has one in place), or
3. is otherwise required by the permitting authority to submit results of toxicity testing.
Industrial User Discharges and RCRAICERCLA Wastes. A treatment works that accepts process wastewater from any
significant industrial users (SIUs) or receives RCRA or CERCLA wastes must complete Part F (industrial User Discharges
and RCRAICERCLA Wastes). SIUs are defined as:
Al industrial users subject to Categorical Pretreatment Standards under 40 Code of Federal Regulations (CFR) 403.6 and
40 CFR Chapter I, Subchapter N (see instructions); and
2. Any other industrial user that:
a. Discharges an average of 25,000 gallons per day or more of process wastewater to the treatment works (with certain
exclusions); or
b. Contributes a process wastestream that makes up 5 percent or more of the average dry weather hydraulic or organic
capacity of the treatment plant; or
C. Is designated as an SIU by the control authority.
G. Combined Sewer Systems. A treatment works that has a combined sewer system must complete Part G (Combined Sewer
Systems).
ALL APPLICANTS MUST COMPLETE PART C (CERTIFICATION)

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
West Jefferson WWTR NC 0020451
Renewal
New River
M.
BASIC -APPLICATION INFORMATION
PART -'A. BASIC'APPLICATION INFORMATION FOR ALL APPLICANTS:
All treatment works must complete questions A.1 through XO of this Basic Application Information Packet.
A.1. Facility Information.
Facility Name West Jefferson Wastewater Treatment Plant
Mailing Address P.O. Box 490
West Jefferson NC 28694
Contact Person David Hamilton
Title ORC
Telephone Number [phone] _
Facility Address 335 Clearwater Drive
(not P.O. Box) West Jefferson, NC 28694 _
A.2. Applicant Information. If the applicant is different from the above, provide the following:
Applicant Name Town of West Jefferson
Mailing Address P.O. Box 490
West Jefferson, NC 28694
Contact Person Kenneth McFadyen _
Title Town Manager
Telephone Number [phone] _
Is the applicant the owner or operator (or both) of the treatment works?
® owner ® operator
Indicate whether correspondence regarding this permit should be directed to the facility or the applicant.
® facility ❑ applicant
A,3. Existing Environmental Permits. Provide the permit number of any existing environmental permits that have been issued to the treatment works
Include state -issued permits).
NPDES NC 0020451
UIC Other WQ 0003992
RCRA Other
A.4. Collection System Information, Provide information on municipalities and areas served by the facility. Provide the name and population of each
entity and, if known, provide information on the type of collection system (combined vs. separate) and its ownership (municipal, private, etc.).
Name Population Served Type of Collection System Ownership
Town of West Jefferson 1133 Sanitary Town of West Jefferson
Total population served 1133

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
West Jefferson WWTR NC 0020451 Renewal New River
If yes, describe the mean(s) by which the wastewater from the treatment works is discharged or transported to the other treatment works
(e.g., tank truck, pipe).
N/A
If transport is by a party other than the applicant, provide:
Transporter Name
Mailing Address
Contact Person
Title
Telephone Number
For each treatment works that receives this discharge, provide the following:
Name
Mailing Address
Contact Person
Title
Telephone Number
If known, provide the NPDES permit number of the treatment works that receives this discharge
Provide the average daily flow rate from the treatment works into the receiving facility. mgd
e. Does the treatment works discharge or dispose of its wastewater in a manner not included
in A.B. through A.8.d above (e.g.. underground percolation, well injection): © Yes ® No
If yes, provide the following for each disposal method:
Description of method (including location and size of sho(s) if applicable):
Annual daily volume disposed by this method: _
Is disposal through this method © continuous
or ❑ intermittent?

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
West Jefferson WWTP, NC 0020451 Renewal New River
WASTEWATER DISCHARGES:
If you answered "Yes" to question A.B.a, complete questions A.9 through A_12 once for each outfalt (including bypass points) through
which effluent is discharged. Do not include information on combined sewer overflows in this section. If you answered "No" to question
A.B.a, go to Part B, "Additional Application Information for Applicants with a Design Flow Greater than or Equal to 0.1 mgd."
A.9. Description of Outfall.
a. Outfall number 001
b. Location West Jefferson 28694
(City or town, if applicable) (Zip Code)
(County)
(State)
36"24'20"
80"29'24"
(Latitude)
(Longitude)
C. Distance from shore (if applicable) 0
ft.
d. Depth below surface (if applicable) 0
ft.
e. Average daily flow rate 0.2475 MGD
f. Does this outfall have either an intermittent or a periodic discharge? ❑ Yes
® No (go to A.9.g.)
If yes, provide the following information:
Number f times per year discharge occurs:
Average duration of each discharge:
Average flow per discharge:
mgd
Months in which discharge occurs: 12
g. Is outfall equipped with a diffuser? ❑ Yes
® No
A.10. Description of Receiving Waters.
a. Name of receiving water Unknown Tributary of Little Buffalo Creek
b. Name of watershed (if known) NEW RIVER BASIN
United States Soil Conservation Service 14-digit watershed code (if known):
C. Name of State Management/River Basin (f known): NEW RIVER
United States Geological Survey 8-digit hydrologic cataloging unit code (if known):
d. Critical low flow of receiving stream (if applicable)
acute 6 cfs chronic
e. Total hardness of receiving stream at critical lovr flow (if applicable): _
050500001010040
cfs
mgll of CaCO3

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
West Jefferson WWTP, NC 0020451
Renewal
New River
A.11, Description of Treatment
a. What level of treatment are provided? Check all that apply.
® Primary ® Secondary
❑ Advanced ® Other. Describe Pro -aeration, Tertiary Sand Fitters, Post Aeration
b. Indicate the following removal rates (as applicable):
Design BOD5 removal or Design CBOD5 removal 85 %
Design SS removal 85 %
Design P removal 85°%
Design N removal 85°%
Other NIA
C. What type of disinfection is used for the effluent from this outfall? If disinfection varies by season, please describe:
Ultra Violet Disinfection
If disinfection is by chlorination is dechlorination used for this outfall? © Yes ® No
Does the treatment plant have post aeration? ® Yes ❑ No
A.12. Effluent Testing Information. All Applicants that discharge to waters of the US must provide effluent testing data for the following
parameters. Provide the indicated effluent testing required by the permitting authority for each outfall through which effluent is
discharged. Do not include information on combined sewer overflows in this section. All information reported must be based on data
collected through analysis conducted using 4D CFR Part 136 methods. In addition, this data must comply with QAIQC requirements of
40 CFR Part 136 and other appropriate QAlQC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a
minimum, effluent testing data must be based on at least three samples and must be no more than four and one-half years apart.
Outfall number: 001
MAXIMUM DAILY VALUE
AVERAGE DAILY VALUE
PARAMETER
Value
Units
Value
Units
Number of Samples
pH (Minimum)
6.29
S.U.
pH (Maximum)
7.81
S.U.
Flow Rate
1.203
MGD
0.2658
MGD
608
Temperature (Winter)
19.0
Degrees
Celsius
12.9
Degrees
146
Celsius
Temperature (summer)
22.8
Degrees
21.5
Degrees
211
Celsius
Celsius
For eH eleaso report a minimum and a maximum daily value
MAXIMUM DAILY
AVERAGE DAILY DISCHARGE
POLLUTANT
DISCHARGE
ANALYTICAL
MLIMDL
Conc.
Units
Conc.
Units
Number of
METHOD
Samples
CONVENTIONAL AND NON CONVENTIONAL_ COMPOUNDS
BIOCHEMICAL OXYGEN
BOD5
13.1
PAGIL
4.6
MG/L
247
SM-5210B
2.0
DEMAND (Report one)
CBODS
CFU'SI
GEOM
FECAL COLIFORM
3400
3.5
ETRIC
245
SM-9222D
1
100M LS
ly EqN
TOTAL SUSPENDED SOLIDS (rSS)
16.0
MGIL
3.0
MGlL
245
SM-2540D
1

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
WEST JEFFERSON VVVVTP, NC 0020451
RENEWAL
NEW RIVER
BASIC APPLICATION INFORMATION
PART B. ADDITIONAL APPLICATION INFORMATION FOR APPLICANTS WITH A DESIGN FLOW GREATER THAN OR
EQUAL TO 0.1 MGD (100,000 gallons per day).
All applicants with a design now rate 2 0.1 mgd must answer questions B.1 through B.6. All others go to Part C (Certification).
B.1. Inflow and Infiltration. Estimate the average number of gallons per day that flow into the treatment works from inflow andfor infiltration.
50,000 gpd
Briefly explain any steps underway or planned to minimize inflow and infiltration.
CHECKING FOR LEAKS VISUAL INSPECTIONS, SMOKE TESTING OF LIMES
B.2. Topographic Map. Attach to this application a topographic map of the area extending at least one mile beyond facility property boundaries. This
map must show the outline of the facility and the following information. (You may submit more than one map it one map does not show the entire
a rea.)
a. The area surrounding the treatment plant, including all unit processes.
b. The major pipes or other structures through which wastewater enters the treatment works and the pipes or other structures through which
treated wastewater is discharged from the treatment plant. Include outfalls from bypass piping, if applicable_
c. Each well where wastewater from the treatment plant is injected underground.
d. Wells, springs, other surface water bodies, and drinking water wells that are: 1) within A mile of the property boundaries of the treatment
works, and 2) listed in public record or otherwise known to the applicant.
e. Any areas where the sewage sludge produced by the treatment works is stored, treated, ar disposed.
f. If the treatment works receives waste that is classified as hazardous under the Resource Conservation and Recovery Act (RCRA) by truck, rail,
or special pipe, show on the map where the hazardous waste enters the treatment works and where it is treated, stored, and/or disposed.
B.3. Process Flow Diagram or Schematic. Provide a diagram showing the processes of the treatment plant, including all bypass piping and all
backup power sources or redunancy in the system. Also provide a water balance showing all treatment units, including disinfection (e.g.,
chlorination and dechlorination). The water balance must show daily average flow rates at influent and discharge points and approximate daily flow
rates between treatment units. Include a brief narrative description of the diagram.
BA Operation/Maintenance Performed by Contractor(s).
Are any operational or maintenance aspects (related to wastewater treatment and effluent quality) of the treatment works the responsibility of a
contractor? ❑ Yes ® No
If yes, list the name, address, telephone number, and status of each contractor and describe the contractor's responsibilities (attach additional
pages it necessary).
Name:
Mailing Address:
Telephone Number:
Responsibilities of Contractor:
B.S. Scheduled improvements and Schedules of Implementation. Provide information on any uncompleted implementation schedule or
uncompleted plans for improvements that will affect the wastewater treatment, effluent quality, or design capacity of the treatment works. If the
treatment works has several different implementation schedules or is planning several improvements, submit separate responses to question B.5
for each. (If none, go to question B.6.)
a. List the outfall number (assigned in question A.9) for each outfall that is covered by this implementation schedule.
b. Indicate whether the planned improvements or implementation schedule are required by local. State, or Federal agencies.
0 Yes ❑ No

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
WEST JEFFERSON WWTP, NC 0020451
RENEWAL
NEW RIVER
C. Ifthe answer to B.S.b is "Yes," briefly describe, including new maximum daily inflow rate (if applicable).
d. Provide dates imposed by any compliance schedule or any actual dates of completion for the implementation steps listed below, as
applicable. For improvements planned independently of local, State, or Federal agencies, indicate planned or actual completion dates, as
applicable. Indicate dates as accurately as possible.
Schedule Actual Completion
Implementation Stage MMIDDIYYYY MM1DD1YYYY
Begin Construction 1 ! 1 !
End Construction J 1 1 !
Begin Discharge J 1 ! !
Attain Operational Level ! 1 1 1
e. Have appropriate permits/clearances concerning other FederallState requirements been obtained? 0 Yes 0 No
Describe briefly:
B.6. EFFLUENT TESTING DATA (GREATER THAN 0.1 MGD ONLY).
Applicants that discharge to waters of the US must provide effluent testing data for the following parameters. Provide the indicated
effluent testing required by the permitting authority for each outfall through which effluent is discharued. Do not include information
on combine sewer overflows in this section. All information reported must be based on data collected through analysis conducted
using 40 CFR Part 136 methods. In addition, this data must comply with QAIQC requirements of 40 CFR Part 136 and other appropriate
QAJQC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a minimum effluent testing data must be
based on at least three pollutant scans and must be no more than four and on -half years old.
Outfall Number: 001
MAXIMUM DAILY
AVERAGE DAILY DISCHARGE
DISCHARGE
ANALYTICAL
POLLUTANT
METHOD
MUMDL
Conc.
Units
Conc.
Units
Number of
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
AMMONIA (as N)
6.76
MGIL
0.55
MGJL
247
SM4500 F
A
CHLORINE (TOTAL
NIA
RESIDUAL, TRC)
DISSOLVED OXYGEN
8.2
MG1L
6.98
MGIL
347
SM4500-0 G
6.0
TOTAL KJELDAHL
NITROGEN (TKN)
NITRATE PLUS NITRITE
5.17
MGIL
3.55
MGIL
4
SM-4500-NORGB
NITROGEN -
SM-0500•NO3 E
.2
OIL and GREASE
PHOSPHORUS (Total)
2.28
MGIL
1.1
MGIL
4
SM-4500-P B
1
TOTAL DISSOLVED SOLIDS
298
MGJL
294
MGIL
3
TOTAL
1
(IDS)
DISSOLVE
OTHER
END OF PART B.
REFER TO THE APPLICATION OVERVIEW (PAGE 1 ) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
WEST JEFFERSON WWTP, NC 0020451
RENEWAL
NEW RIVER
BASICAPPLICATION�INFORMATION
..:.. ,.;
:,PART Ci `•dERTIFICATIO.N
All applicants must complete the Certification Section. Refer to instructions to determine who is an officer for the purposes of this
certification. All applicants must complete all applicable sections of Form 2A, as explained in the Application Overview. Indicate below which
parts of Form 2A you have completed and are submitting. By signing this certification statement, applicants confirm that they have reviewed
Form 2A and have completed all sections that apply to the facility for which this application is submitted.
Indicate which parts of Form 2A you have completed and are submitting:
® Basic Application Information packet Supplemental Application Information packet:
I$ Part D (Expanded Effluent Testing Data)
® Part E (Toxicity Testing: Siomonitoring Data)
® Part F (Industrial User Discharges and RCRAlCERCLA Wastes)
❑ Part G (Combined Sewer Systems)
ALL APPILICANTS MUST COMPLETE THE FOLLOVANG CERTIFICATION.
certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system
designed to assure that qualified personnel property gather and evaluate the information submitted. Based on my inquiry of the person or persons who
manage the system or those persons directly responsible for gathering the information, the information is, to the best of my knowledge and belief, true,
accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment
for knowing violations.
Name and official title Kenneth jocFadven —'Toown Manager_
Signature �-
Telephone number [phone]
Date signed Z �>
Upon request of the permitting authority, you must submit any other information necessary to assure wastewater treatment practices at the treatment
works or identity appropriate permitting requirements.
SEND COMPLETED FORMS TO:
NCDENR! DWQ
Attn: NPDES Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
WEST JEFFERSON WWTP, NC 0020451
RENEWAL
NEW RIVER
'SUPPLEMENTAL APPLICATION INFORMATION
PART D. EXPANDED'EFFLUENT TESTING DATA
Refer to the directions on the cover page to determine whether this section applies to the treatment works.
Effluent Testing: 1.0 mgd and Pretreatment Works. If the treatment works has a design flow greater than or equal to 1.0 mgd or it has (or is required
to have) a pretreatment program, or is otherwise required by the permitting authority to provide the data, then provide effluent testing data for the fallowing
pollutants. Provide the indicated effluent testing information and any other information required by the permitting authority for each outfall_through which
effluent is discharned. Do not include information on combined sewer overflows in this section. All information reported must be based on data collected
through analyses conducted using 40 CFR Part 136 methods. In addition, these data must comply with QA1QC requirements of 40 CFR Part 136 and
other appropriate QA1QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. Indicate in the blank rows provided below
any data you may have on pollutants not specifically listed in this form. Al a minimum, effluent testing data must be based on at least three pollutant
scans and must be no more than four and one-half years old.
Outfall number: 001 (Complete once for each outfali discharging effluent to waters of the United States.)
MAXIMUM DAILY DISCHARGE
AVERAGE DAILY DISCHARGE
POLLUTANT
ANALYTICAL
METHOD
MLIMDL
Conc.
Units
Mass
Units
Conc.
Units
Mass
Units
Number
of
Samples
METALS (TOTAL RECOVERABLE), CYANIDE, PHENOLS, AND HARDNESS.
EPA
ANTIMONY
<,006
MGIL
<_006
MGIL
3
.006
200.7
EPA
ARSENIC
<01
MGIL
<0.01
MGIL
3
.010
200.7
EPA
BERYLLIUM
<.002
MGIL
<002
MGlL
3
002
200.7
EPA
CADMIUM
<.002
MGIL
<.002
MGIL
3
.002
200.7
CHROMIUM
<.005
MGlL
<,005
MGlL
3
.005
EPA
COPPER
.008
MGIL
007
MGIL
3
.004
200.7
EPA
LEAD
.036
MGIL
.035
MGIL
3
.01
200.7
EPA
MERCURY
.0618
UGIL
.0038
UGIL
83
.001
1631
SM-3111 B
NICKEL
<500
UGIL
<500
UGIL
83
500
EPA
SELENIUM
<.008
MGIL
<.006
MGIL
3
.008
200.7
EPA
SILVER
<.003
MGIL
<.003
MGIL
3
.003
200.7
EPA
THALLIUM
<.032
MGIL
<,032
MGIL
3
.032
200.7
EPA
ZINC
0,098
MGIL
.076
MGIL
3
200.7
.004

CYANIDE
006
MGIL
.005
MGIL
3
EPA
335.2
.005
TOTAL PHENOLIC
COMPOUNDS
.033
MG/L
.017
MG/L
3
EPA 420.1
.01
HARDNESS (as CaCO3)
86.2
MGIL
685.7
MGIL
3
EPA 130.2
.8
Use this space (or a separate sheet) to provide information on other metals requested by the permit writer

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
WEST JEFFERSON WWTP, NC 0020451
RENEWAL
NEW RIVER
Outfall number: 001 (Complete once for each outfall discharging effluent to waters of the United States.)
MAXIMUM DAILY DISCHARGE
I
AVERAGE DAILY DISCHARGE
POLLUTANT
ANALYTICAL
MLlMDL
Number
ConC.
Units
Mass
Units
Conc.
Units
Mass
Units of
METHOD
Samples
VOLATILE ORGANIC COMPOUNDS
EPA
ACROLEIN
<.05
MGIL
<.05
MG1L
3
.05
624 EXP
EPA
ACRYLONITRILE
<.01
MGIL
<.01
MGIL
3
.01
624 EXP
EPA
BENZENE
<.001
MG1L
<.001
MGIL
3
.001
624 EXP
BROMOFORM
<.001
MG1L
<.001
MGIL
3
EPA 624 EXP
.001
CARBON
<.001
MGIL
<.001
MGIL
3
EPA 624 EXP
.001
TETRACHLORIDE
EPA 624 EXP
CHLOROBENZENE
<.001
MGIL
<.001
MGIL
3
.001
CHLORODIBROMO-
<.001
MGIL
<.001
MG1L
3
EPA 624 EXP
.001
METHANE
CHLOROETHANE
<.001
MGIL
<.001
MGIL
3
EPA 624 EXP
.001
2-CHLOROETHYLVINYL
<.05
MGIL
<.05
MG1L
3
EPA 624 EXP
.05
ETHER
CHLOROFORM
<.005
MGIL
<.005
MGIL
3
EPA 624 EXP
.005
DICHLOROBROMO-
<.001
MGIL
<.001
MGIL
3
EPA 624 EXP
METHANE
.001
1,1-DICHLOROETHANE
<.001
MGIL
<.001
MGIL
3
EPA 624 EXP
.001
1,2-DICHLOROETHANE
<.001
MGIL
<.001
MGIL
3
EPA 624 EXP
.001
TRANS-I,2-DICHLORO-
<.001
MG1L
<.001
MGIL
3
EPA 624 EXP
ETHYLENE
.001
1,1-DICHLORO-
<,001
MGIL
<.001
MG/L
3
EPA624 EXP
ETHYLENE
.001
1,2-DICHLOROPROPANE
C001
MGIL
<.001
MGIL
3
EPA 624 EXP
.001
1,3-DICHLORO-
<.001
MG1L
<.001
MGIL
3
EPA 624 EXP
PROPYLENE
.001
ETHYLBENZENE
<.001
MGIL
<.001
MG/L
3
EPA 624 EXP
.001
METHYL BROMIDE
<.001
MGIL
<.001
MGIL
3
EPA 624 EXP
.001
METHYL CHLORIDE'
<.001
MGIL
<.001
MGIL
3
EPA 624 EXP
.001
METHYLENE CHLORIDE
.018
MGIL
.009
MGIL
3
EPA 624 EXP
.0.005
1,1,2,2-TETRA-
<,001
MGIL
<.001
MGIL
3
EPA 624 EXP
CHLOROETHANE
.001
TETRACHLORO-
<,q01
MGIL
<.001
MGIL
3
EPA 624 EXP
001
ETHYLENE

TOLUENE <.005 MGIL <.005 MGIL 3 EPA 624 .005

FACILITY NAME AND PERMIT NUMBER:
WEST JEFFERSON WWTP, NC 0020451
PERMIT ACTION REQUESTED:
RENEWAL
RIVER BASIN:
NEW RIVER
Outfall number: 001 (Complete once for each outfall discharging effluent to waters of the United States.)
POLLUTANT
MAXIMUM DAILY DISCHARGE
AVERAGE
DAILY DISCHARGE
ANALYTICAL
METHOD
MLIMDL
Conc.
Units
Mass
Units.
Colic.
Units
Mass
Units
Number
of
Samples
TRICHLOROETHANE
<.001
MOIL
<.001
MOIL
3
EPA 624 EXP
.001
TRICHLOROETHANE
<.001
MOIL
<.001
MOIL
3
EPA 624 EXP
.001
TRICHLOROETHYLENE
<.001
MOIL
<.001
MOIL
3
EPA 624 EXP
.001
VINYL CHLORIDE
<.001
MOIL
<.001
MOIL
3
EPA 624 EXP
.001
Use this space (or a separate sheet) to provide information on other volatile organic compounds requested by the permit writer
ACID -EXTRACTABLE COMPOUNDS
P-CHLOROQV1-CRESOL
<10
UG/L
<10
UGIL
3
EPA 625 A/8
10
2-CHLOROPHENOL
<10
UG1L
<10
UGIL
3
EPA 625 A/B
10
2,4-0ICHLOROPHENOL
<10
UGIL
<10
UGIL
3
EPA 625 A/B
10
2,4-DIMETHYLPHENOL
<10
UGIL
<10
UGIL
3
EPA 625 NB
10
4,6-DINITRO-0-CRESOL
<10
UGIL
<10
UGIL
3
EPA 625 A/B
10
2,4-DINITROPHENOL
<10
UGIL
<10
UGIL
3
EPA 625 AIB
10
2-NITROPHENOL
<10
UGIL
<10
UGIL
3
EPA 625 AIB
10
4-NITROPHENOL
<10
UGIL
<10
UGIL
3
EPA 625 A/B
10
PENTACHLOROPHENOL
<10
UGIL
<10
UGIL
3
EPA 625 AIB
10
PHENOL
<10
UGIL
<10
UGIL
3
EPA 625 A/B
10
2,4,6-
TRICHLOROPHENOL
<10
UGIL
<10
UGIL
3
EPA 625 A/B
10
Use this space (or a separate sheet) to provide information on other acid -extractable compounds requested by the permit writer
BASE -NEUTRAL COMPOUNDS
ACENAPHTHENE
<10
UGIL
<10
UGIL
3
EPA 625 AIB
10
ACENAPHTHYLENE
<10
UGIL
<10
UGIL
3
EPA 625 A16
10
ANTHRACENE
<10
UGIL
<10
UGIL
3
EPA 625 A/B
10
BENZIDINE
<10
UGIL
<10
UGIL
3
EPA 625 TOP
10
BENZO(A)ANTHRACENE
<10
UG1L
<10
UGIL
3
EPA 625 A/B
10
BENZO(A)PYRENE
<10
UGIL
<10
UG1L
3
EPA 625 A18
10

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
WEST JEFFERSON WWTP, NC 0020451
RENEWAL
NEW RIVER
Outfall number: 001 (Complete once for each outfall discharging effluent to waters of the United States.)
MAXIMUM DAILY DISCHARGE
AVERAGE DAILY
DISCHARGE
POLLUTANT
ANALYTICAL
ML/MDL
i
i
Number
Conc.
Units
Mass
Units
Conc.
Units
Mass
Units
of
METHOD
Samples
3,4 BENZO-
<10
UGIL
<10
UGIL
3
EPA 625 A/B
10
FLUORANTHENE
BENZO(GHDPERYLENE
<10
UGIL
<10
UG/L
3
EPA 625 AIB
10
BENZO(K)
<10
UGIL
<10
UG/L
3
EPA 625 A/B
10
FLUORANTHENE
BIS (2-CHLOROETHOXY)
<10
UG/L
<10
UGIL
3
EPA 625 A!B
10
METHANE
BIS (2-CHLOROETHYL)-
<10
UG/L
<10
UGIL
3
EPA 625 A/B
10
ETHER
BIS (2-CHLOROISO-
<10
UGIL
<10
UGIL
3
EPA 625 A/B
10
PROPYQ ETHER
BIS (2-ETHYLHEXYL)
<10
UGIL
<10
UGIL
3
EPA 625 A/B
10
PHTHALATE-
4-BROMOPHENYL
<10
UG/L /
<10
UG/L
3
EPA 625 A/B
10
PHENYL ETHER
BUTYL BENZYL
<10
UGIL
<10
UG/L
3
EPA 625 A/B
10
PHTHALATE
2-CHLORO-
<10
UG/L
<10
I UG/L
3 1
EPA 625 A)B
10
NAPHTHALENE
4-CHLORPHENYL
<10
UG/L
<10
UG/L
3
EPA 625 A/B
10
PHENYLETHER
CHRYSENE
<10
UGIL
<10
UGIL
3
EPA 625 A/B
10
DI-N-BUTYL PHTHALATE
<10
UGIL
<10
UG/L
3
EPA 625 AIB
10
DI-N-OCTYL PHTHALATE
<10
UGIL
<10
UGIL
3
EPA 625 AIS
10
ANTHRACENE
NTHREN
<10
UG/L
<10
UGIL
3
EPA 625 A/B
10
1,2-0ICHLOROBENZENE
<10
UGIL
<10
UGIL
3
EPA 625 A/B
10
1,3-DICHLOROBENZENE
<10
UGIL
<10
UGIL
3
EPA 625 A!B
10
1,4-DICHLOROBENZENE
<10
UGIL
<10
UGIL
3
EPA 625 A/B
10
3,3-DICHLORO-
BENZIDINE
<10
UG/L
<10
UGIL
3
EPA 625 A/B
10
DIETHYL PHTHALATE
<10
UG/L
<10
UG/L
3
EPA 625 A/B
10
DIMETHYL PHTHALATE
<10
UGIL
<10
UGIL
3
EPA 625 AIB
10
2,4-DINITROTOLUENE
<10
UGIL
<10
UGIL
3
EPA 625 A/B
10
2,6-DINITROTOLUENE
<10
UG/L
<10
UG/L
3
EPA 625 A/B
10
1,2-DIPHENYL-
HYDRAZINE
<10
UG/L
<10
UGIL
3
EPA 625 TOP
10

FACILITY NAME AND PERMIT NUMBER:
WEST JEFFERSON WWTP, NC 0020451
PERMIT ACTION REQUESTED: RIVER BASIN:
RENEWAL NEW RIVER
Outfall number: 001 (Complete once for each outfall discharging effluent to waters of the United States.)
POLLUTANT
MAXIMUM
DAILY DISCHARGE
AVERAGE
DAILY
DISCHARGE
ANALYTICAL
METHOD
MLIMDL
Conc.
Units
Mass
Units
Conc.
Units
Mass
Units
Number
of
Samples
FLUORANTHENE
<10
UGIL
<10
UGIL
3
EPA 625 AIB
10
FLUORENE
<10
UGIL
<10
UGIL
3
EPA 625 A/B
10
HEXACHLOROBENZENE
<10
UGIL
<10
UGIL
3
EPA 625 A/B
10
HEXACHLORO-
BUTADIENE
<10
UGIL
<10
UGIL
3
EPA 626 A/B
10
HEXACHLOROCYCLO•
PENTADIENE
<10
UGIL
<10
UGIL
3
EPA 625 A/B
10
HEXACHLOROETHANE
<10
UGIL
<10
UGIL
3
EPA 625 A/B
10
INDENO(1,2,3-CD)
PYRENE
<10
UGIL
<10
UG1L
3
EPA 625 A/B
10
ISOPHORONE
<10
UGIL
<10
UGIL
3
EPA 625 A/B
10
NAPHTHALENE
<10
UGIL
<10
UGIL
3
EPA 625 A/B
10
NITROBENZENE
<10
UGIL
<10
UGIL
3
EPA 625 AIB
10
N-NITROSODI-N-
PROPYLAMINE
<10
UGIL
<10
UGIL
3
EPA 625 A/B
10
N-NITROSODI-
METHYLAMINE
<10
UGIL
<10
UGIL
3
EPA 625 A/B
10
N-NITROSODI-
PHENYLAMINE
<10
UGIL
<10
UGIL
3
EPA 625 A/B
10
PHENANTHRENE
<10
UGIL
<10
UGIL
3
EPA 625 A/B
10
PYRENE
<10
UGIL
<10
UGIL
3
EPA 625 A/B
10
1,2,9-
TRICHLOROBENZENE
<10
UGIL
<10
UGIL
3
EPA 625 A/B
10
Use this space (or a separate sheet) to provide information on other base -neutral compounds requested by the permit miter
Use this space (or a separate sheet) to provide information on other pollutants (e.g., pesticides) requested by the permit writer
END OF PART D.
REFER TO THE APPLICATION OVERVIEW (PAGE 1 ) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
WEST JEFFERSON WWTP, NC 0020451
RENEWAL
NEW RIVER
SUPPLEMENTAL APPLICATION INFORMATION
PARTF:INDUSTMAL USER DISCHARGES AND RCRAICERCLA WASTES
All treatment works receiving discharges from significant industrial users or which receive RCRA,CERCLA, or other remedial wastes must
complete part F.
GENERAL INFORMATION:
F.I. Pretreatment program. Does the treatment works have, or is subject to, an approved pretreatment program?
® Yes ❑ No
F.2. Number of Significant Industrial Users (SIUs) and Categorical Industrial Users (CIUs). Provide the number of each of the following types of
industrial users that discharge to the treatment works.
a. Number of non -categorical SIUs. 3
b. Number of CIUs. 0
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following information for each SIU. If more than one SIU discharges to the treatment works, copy questions F.3 through Re and
provide the information requested for each SIU.
F,3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: TIGRA USA
Mailing Address 01 TIGER DRIVE
WEST JEFFERSON, NC 28694
FA, industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
MAKER OF CARBIDE LATS FOR SAW BLADES ETC,
F.5. Principal Product(s) and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal product(s): CARBIDE LATS
Raw material(s): CARBIDE MATERIALS
F.6, Flow Rate.
a. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge into the collection system in gallons per
day (gpd) and whether the discharge is continuous or intermittent.
300 gpd ( continuous or X _ intermittent)
b. Non -process wastewater flow rate. Indicate the average daily volume of non -process wastewater flow discharged into the collection system
in gallons per day (gpd) and whether the discharge is continuous or intermittent.
100 gpd continuous or X intermittent)
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits 10 Yes ❑ No
b. Categorical pretreatment standards ❑ Yes ® No
If subject to categorical pretreatment standards, which category and subcategory?

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
WEST JEFFERSON WWTP, NC 0020451
RENEWAL
NEW RIVER
F.8. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems (e.g.,
upsets, interference) at the treatment works in the past three years?
® Yes ❑ No If yes, describe each episode.
DISCHARGING OF METALS IN COLLECTION SYSTEM, TIGRA USA WAS FINED AND PERMITTED FOR THE METALS DISCHARGED,
RCRA HAZARDOUS WASTE RECEIVED BY TRUCK, RAIL, OR DEDICATED PIPELINE:
F.9. RCRA Waste. Does the treatment works receive or has it in the past three years received RCRA hazardous waste by truck, rail or dedicated pipe?
❑ Yes ® No (go to FA 2)
F.10. Waste transport. Method by which RCRA waste is received (check all that apply):
❑ Truck ❑ Rail ❑ Dedicated Pipe
F.ii. Waste Description. Give EPA hazardous waste number and amount (volume or mass, specify units).
it?A_Hazardous Waste Number Amount Units
CERCLA (SUPERFUND) WASTEWATER, RCRA REMEDIATIONICORRECTIVE ACTION
WASTEWATER, AND OTHER REMEDIAL ACTIVITY WASTEWATER:
F,12. Remediation Waste. Does the treatment works currently (or has it been notified that it will) receive waste from remedial activities?
❑ Yes (complete F.13 through F.15.) ® No
F.13. Waste Origin. Describe the site and type of facility at which the CERCLAIRCRAIor other remedial waste originates (or is excepted to origniate in
the next five years).
F.14. Pollutants. List the hazardous constituents that are received (or are expected to be received). Include data on volume and concentration, if
known. (Attach additional sheets if necessary.)
F.15. Waste Treatment.
a. Is this waste treated (or will be treated) prior to entering the treatment works?
❑ Yes ❑ No
If yes, describe the treatment (provide information about the removal efficiency):
b. Is the discharge (or will the discharge be) continuous or intermittent?
© Continuous ❑ Intermittent If intermittent, describe discharge schedule.
END OF PART F.
REFER TO THE APPLICATION OVERVIEW (PAGE 1 ) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RNER BASIN:
WEST JEFFERSON WWTP, NC 0020451
RENEWAL
NEW RIVER
SUPOL' EMENTALAPPLICATION -INFORMATION
PART F.INDUSTRIAL USER DISCHARGES AND RCRAICERCLA WASTES
All treatment works receiving discharges from significant industrial users or which receive RCRA,CERCLA, or other remedial wastes must
complete part F.
GENERAL INFORMATION:
F.9. Pretreatment program. Does the treatment works have, or is subject to, an approved pretreatment program?
E Yes ❑ No
F.2. Number of Significant Industrial Users (SIUs) and Categorical Industrial Users (CIUs). Provide the number of each of the following types of
industrial users that discharge to the treatment works.
a. Number of non -categorical SIUs. 3
b. Number of CIUs. 0
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following information for each SIU. If more than one SIU discharges to the treatment works, copy questions F.3 through F.8 and
provide the information requested for each SILT.
F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: OLDHAM COMPANY
Mailing Address 4 THE PROFFESSIONAL DRIVE
WEST JEFFERSON, NC 28694
FA. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
MAKER OF ROUTER BITS, SAW BLADES ETC. (HAVE STOPPED MANUFACTURING THIS MONTH AND ARE IN THE PROCESS OF
REMOVING ALL MANUFACTURING EQUIPMENT.
F.6. Principal Product(s) and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the Siu's
dischargo.
Principal product(s): SAW BLADES. ROUTER BITS
Raw material(s): MTEALS CARBIDE MATERIALS OILS PAINTS
F.6. Flow Rate.
a. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge into the collection system in gallons per
day (gpd) and whether the discharge is continuous or intermittent.
5000 gpd continuous or X intermittent)
b. Non -process wastewater flow rate. Indicate the average daily volume of non -process wastewater flow discharged into the collection system
in gallons per day (gpd) and whether the discharge is continuous or intermittent.
gpd (- continuous or intermittent)
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits E Yes ❑ No
b. Categorical pretreatment standards ❑ Yes ® No
If subject to categorical pretreatment standards, which category and subcategory?

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
WEST JEFFERSON WWTP, NC 0020451
RENEWAL
NEW RIVER
F.8. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems (e.g.,
upsets, interference) at the treatment works in the past three years?
® Yes ❑ No 1f yes, describe each episode.
DISCHARGING OF METALS IN COLLECTION SYSTEM. (OLDHAM USA WAS FINEp RNp PERMITTED FOR THE METALS
DISCHARGED.
RCRA HAZARDOUS WASTE RECEIVED BY TRUCK, RAIL, OR DEDICATED PIPELINE:
F.9. RCRA Waste. Does the treatment works receive or has it in the past three years received RCRA hazatdous waste by truck, rail or dedicated pipe?
❑ Yes ® No (go to F.12)
F.10. Waste transport. Method by which RCRA waste is received (check all that apply):
❑ Truck ❑ Rail ❑ Dedicated Pipe
P.11. Waste Description. Give EPA hazardous waste number and amount (volume or mass, specify units).
EPA Hazardous Waste Number Amount Units
CERCLA (SUPERFUND) WASTEWATER, RCRA REMEDIATION/CORRECTIVE ACTION
WASTEWATER, AND OTHER REMEDIAL ACTIVITY WASTEWATER:
F.12. Remediation Waste. Does the treatment works currently (or has it been notified that it will) receive waste from remedial activities?
❑ Yes (complete F.13 through F.15.) ® No
F.13. Waste Origin. Describe the site and type of facility at which the CERCLAIRCRAIor other remedial waste originates (or is excepted to origniate in
the next fire years).
F.14. Pollutants. List the hazardous constituents that are received (or are expected to be received). Include data on volume and concentration, if
known. (Attach additional sheets if necessary.)
F.15. Waste Treatment.
a. Is this waste treated (or will be treated) prior to entering the treatment works?
❑ Yes ❑ No
If yes, describe the treatment (provide information about the removal efficiency):
b. Is the discharge (or will the discharge be) continuous or intermittent?
❑ Continuous ❑ Intermittent If intermittent, describe discharge schedule.
END OF PART F.
.REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
WEST JEFFERSON WWTP, NC 0020451
RENEWAL
NEW RIVER
SUPPLEMENTAL,APPLICATION INFORMATION
PART•'FADUSTRIAL USER DISCHARGES AND RCRAlCERCLA WASTES
All treatment works receiving discharges from significant industrial users or which receive RCRA,CERCLA, or other remedial wastes must
complete part F.
GENERAL INFORMATION:
F.I. Pretreatment program. Does the treatment works have, or is subject to, an approved pretreatment program?
® Yes ❑ No
F.2. Number of Significant Industrial Users (SIUs) and Categorical Industrial Users (CIUs). Provide the number of each of the following types of
industrial users that discharge to the treatment works.
a. Number of non -categorical SIUs. 3
b. Number of CIUs. 0
SIGNIF)CANT INDUSTRIAL USER INFORMATION:
Supply the following information for each SIU. If more than one SIU discharges to the treatment works, copy questions F.3 through F.8 and
provide the information requested for each SIU.
F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit addMonal pages
as necessary.
Name: ASHE COUNTY CHEESE
Mailing Address P.O, BOX447
WEST JEFFERSON NC 28894
F.4. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
PRODUCTION OF CHEESE
F.6. Principal Product(s) and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal product(s): CHEESE
Raw material(s): MILK
F.G. Flow Rate.
a. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge into the collection system In gallons per
day (gpd) and whether the discharge is continuous or intermittent.
6800 gpd ( continuous or X intermittent)
b. Non -process wastewater flow rate. Indicate the average daily volume of non -process wastewater flow discharged into the collection system
in gallons per day (gpd) and whether the discharge is continuous or intermittent.
gpd ( continuous or intermittent)
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following'
a. Local limits 0 Yes ❑ No
b. Categorical pretreatment standards ❑ Yes ® No
If subject to categorical pretreatment standards, which category and subcategory?

r FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
WEST JEFFERSON WWTP, NC 002.0451
RENEWAL
NEW RIVER
F.S. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems (e.g..
upsets, interference) at the treatment works in the past three years?
❑ Yes ® No If yes, describe each episode.
RCRA HAZARDOUS WASTE RECEIVED BY TRUCK, RAIL, OR DEDICATED PIPELINE:
F.9. RCRA Waste. Does the treatment works receive or has it in the past three years received RCRA hazardous waste by truck, rail or dedicated pipe?
❑ Yes ® No (go to F.12)
F.10. Waste transport. Method by which RCRA waste is received (chock all that apply):
❑ Truck ❑ Rail ❑ Dedicated Pipe
F.11. Waste Description. Give EPA hazardous waste number and amount (volume or mass, specify units).
EPA Hazardous Waste Number Amount Units
CERCLA (SUPERFUND) WASTEWATER, RCRA REM EDIATIONICORRECTIVE ACTION
WASTEWATER, AND OTHER REMEDIAL ACTIVITY WASTEWATER:
F.12. Remediation Waste. Does the treatment works currently (or hash been notified that it will) receive waste from remedial activities?
❑ Yes (complete F.13 through F.15.) ® No
F.13. Waste Origin. Describe the site and type of facility at which the CERCLAIRCRAIor other remedial waste originates (or is excepted to odgniate in
the next five years).
F.14. Pollutants. List the hazardous constituents that are received (or are expected to be received). Include data on volume and concentration, it
known. (Attach additional sheets if necessary.)
F.15. Waste Treatment.
a. Is this waste treated (or will be treated) prior to entering the treatment works?
❑ Yes ❑ No
If yes, describe the treatment (provide information about the removal efficiency):
b. Is the discharge (or will the discharge be) continuous or intermittent?
❑ Continuous ❑ Intermittent If intermittent, describe discharge schedule.
END OF PART F.
REFER TO. THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE