HomeMy WebLinkAboutNC0020940_Permit Issuance_20031126NPDES DOCUMENT $CANNINO COVER SHEET
NPDES Permit:
NC0020940
Murphy WWTP
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Report
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
November 26, 2003
This document is printed on reuse paper - ignore any
content on the reirer8e side
Ms. Anna Payne
Town Manager
P.O. Box 130
'Murphy, North Carolina
Dear lbls. Payne:
ScA
NCDENR
28906
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
November 26, 20(13
Subject: Issuance of NPDES Permit NC0020940
Murphy WWTP
Cherokee County
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 final permit includes no major changes from the draft permit sent to you on August 27, 2003.
If any parts, measurement frequencies or sampling requirements contained in this permit are unacceptable to
you, you have the right to an adjudicators 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 150B of the North Carolina
General Statutes, and filed with the Office of Administrative Hearings (67 1 I 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 rcissuance 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 Mike 'Templeton at telephone number (919)
733-5083, extension 541.
cc: Centrall:iles
Asheville Regional Office/Water Quality Section
NPI)I?S I nit
Aquatic Toxicology ,gy Unit
Madt'lyn T)ominv, EPA
N. C. Division of Water Quality I NPDES Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
Internet: h2o.enr.state.nc.us
Sincerely.
uo0aldu►al-31amoo
M9 o3NO1S 1dNIOMO
Alan W. Klimek, P.15.
Phone: (919) 733-5083
fax: (919) 733-0719
DENR Customer Service Center: 1 800 623-7748
Permit NC0020940
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, the
Town of Murphy
is hereby authorized to discharge wastewater from a facility located at the
Murphy WWTP
Payne Street
Murphy
Cherokee County
to receiving waters designated as the Hiwassee River in the Hiwassee 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 January 1, 2004.
This permit and authorization to discharge shall expire at midnight on August 31, 2007.
Signed this day November 26, 2003.
ORIGINAL SIGNED BY
Michael E. Templeton
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit NC0020940
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Pcrmits 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,
terms, and provisions included herein.
The Town of Murphy is hereby authorized to:
1. Continue to operate a 0.925 MGD wastewater treatment facility that includes
the following components:
> Extended aeration plant in parallel with an Aeromod unit
> Flow splitters
> Clarifiers
> Effluent chlorination and dechlorination units
> Flow measurement
> Aerobic sludge digestion
> Sludge drying beds
2. After receiving an Authorization to Construct (ATC) from the Division,
construct facilities such that the treatment capacity at the above -referenced
facility is 1.4 MGD
3. Discharge from said treatment works at the location specified on the attached
map into the Hiwassee River, classified C waters in the Hiwassee River Basin.
Town of Murphy WWTP
Latitude: 35°05'5 I" Sub -Basin: 04-05-02
Loneitude: 84°02'29"
USGS Ouad: Murphy, N.C.
Stream Class:
Receiving Stream: Hiwassee River
Permitted Flow: 1.4 MGD
Facility
Location
North
NC0020940
Permit NC0020940
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS (0.925 MGD)
During the period beginning on the effective date of this permit and lasting until expansion above 0.925 MGD or
expiration. the Permittee is authorized to discharge from outfall 001. Such discharges shall be limited and
monitored by the Permittee as specified below:
EFFLUENT
CHARACTERISTICS
LIMITS
MONITORING REQUIREMENTS
Monthly
Average
Weekly
Average
Daily
Maximum
Measurement
Frequency
Sample
Type
Sample Location
Flow
0.925 MGD
Continuous
Recording
Influent or Effluent
BOD, 5-day (20°C)1
30.0 mg/L
45.0 mg/L
3/Week
Composite
Effluent, Influent
Total Suspended Solids1
30.0 mg/L
45.0 mg/L
3/Week
Composite
Effluent Influent
NH3 as N
3/Week
Composite
Effluent
pH
Between 6.0 and 9.0 standard units
3/Week
Grab
Effluent
Fecal Coliform
(geometric mean)
200 / 100 mL
400 / 100 mL
3/Week
Grab
Effluent
Total Residual Chlorine
28 µg/L
3/Week
Grab
Effluent
Temperature (°C)
Daily
Grab
Effluent
Total Cyanide
343 µg/L
22 µg/L
Weekly
Grab
Effluent
Total Mercury2
0.8 µg/L
Weekly
Grab
Effluent
Total Silver
Weekly
Composite
Effluent
Total Nitrogen (NO2 + NO3 + TKN)
Semi -Annually
Composite
Effluent
Total Phosphorus
Semi -Annually
Composite
Effluent
Chronic Toxicity3
Quarterly
Composite
Effluent
Notes:
1. The monthly average BOD5 and Total Suspended Solids concentrations shall not exceed 15% of
the respective influent value (85% removal).
2. Total mercury shall be analyzed using EPA Method 1631.
3. Chronic Toxicity (Ceriodaphnia) P/F at 1.5%; tests shall be conducted in March, June, September
and December [see A. (3) for further details]. Chronic toxicity sampling shall coincide with metals
sampling.
There shall be no discharge of floating solids or visible foam in other than trace
amounts.
Permit NC0020940
A. (2) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS (1.4 MGD)
During the period beginning upon expansion above 0.925 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:
EFFLUENT
CHARACTERISTICS
LIMITS
MONITORING REQUIREMENTS
Monthly
Average
Weekly
Average
Daily
Maximum
Measurement
Frequency
Sample
Type
Sample Location
Flow
1.4 MGD
Continuous
Recording
Influent or Effluent
BOD, 5-day (209C),
30.0 mg/L
45.0 mglL
3/Week
Composite
Effluent, Influent
Total Suspended Solids'
30.0 mg/L
45.0 mg/L
3/Week
Composite
Effluent, Influent
NH3 as N
3/Week
Composite
Effluent
pH
Between 6.0 and 9.0 standard units
3/Week
Grab
Effluent
Fecal Coliform
(geometric mean)
200 / 100 ml
400 / 100 ml
3/Week
Grab
Effluent
Total Residual Chlorine
_
28 µg/L
3/Week
Grab
Effluent
Temperature (°C)
Daily
Grab
Effluent
Total Cyanide
228 µg/L
22 µg/L
Weekly
Grab
Effluent
Total Mercury2
0.6 µg/L
Weekly
Composite
Effluent
Total Silver
Weekly
Composite
Effluent
Total Nitrogen (NO2 + NO3 + TKN)
Semi -Annually
Composite
Effluent
Total Phosphorus
Semi -Annually
Composite
Effluent
Chronic Toxicity3
Quarterly
Composite
Effluent
Notes:
1. The monthly average BOD5 and Total Suspended Solids concentrations shall not exceed 15% of
the respective influent value (85% removal).
2. Total mercury shall be analyzed using EPA Method 1631.
3. Chronic Toxicity (Ceriodaphnia) P/F at 2.2%; tests shall be conducted in March, June, September
and December (see A. (4) for further details). Chronic toxicity sampling shall coincide with metals
sampling.
There shall be no discharge of floating solids or visible foam in other than trace
amounts.
Permit NC0020940
A. (3) CHRONIC TOXICITY PERMIT LIMIT (Quarterly at 0.925 MGD)
The effluent discharge shall at no time exhibit observable inhibition of reproduction or
significant mortality to Ceriodaphnia dubia at an effluent concentration of 1.5%.
The permit holder shall perform at a minimum, quarterly 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 March, June, September and December. 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 TGP3B for the pass/fail results and THP3B for the Chronic Value. Additionally, DWQ
Form AT-3 (original) is to be sent to the following address:
Attention: North Carolina Division of Water Quality
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 later than the last day of the month following the month of the initial monitoring.
Permit NC0020940
A. (4) CHRONIC TOXICITY PERMIT LIMIT (Quarterly at 1.4 MGD)
The effluent discharge shall at no time exhibit observable inhibition of reproduction or
significant mortality to Ceriodaphnia dubia at an effluent concentration of 2.2%.
The permit holder shall perform at a minimum, quarteriq 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 March, June, September and December. 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 TGP3B for the pass/fail results and THP3B for the Chronic Value. Additionally, DWQ
Form AT-3 (original) is to be sent to the following address:
Attention: North Carolina Division of Water Quality
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 later than the last day of the month following the month of the initial monitoring.
Permit NC0020940
A. (5.) EFFLUENT POLLUTANT SCAN
The Permittee shall perform an annual Effluent Pollutant Scan for all parameters listed in the
attached table. 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-dichloroethytene Bis (2-chloroethyl) ether
Chlorine (total residual, TRC) 1,1-dichloroethytene Bis (2•chloroisopropyl) ether
Dissolved oxygen 1,2-dichloropropane Bis (2•ethylhexyl) phthalate
Nitrate/Nitrite 1,3-dichloropropylene 4-bromophenyl phenyl ether
KOtdahl nitrogen Ethylbenzene Butyl benzyl phthalate
Oil and grease Methyl bromide 2-chloronaphthatene
Phosphorus Methyl chloride 4-chlorophenyl phenyl ether
Total dissolved solids Methylene chloride Chrysene
Hardness 1,1,2,2-tetrachloroethane Di-n-butyl phthalate
Antimony Tetrachloroethylene Di-n-octyl phthalate
Arsenic Toluene Dibenzo(a,h)anthracene
Beryllium 1,1,1-trichloroethane 1,2-dichlorobenzene
Cadmium 1,1,2-trichloroethane 1,3-dichlorobenzene
Chromium Trichtoroethylene 1,4-dichlorobenzene
Copper Vinyl chloride 3,3-dichlorobenzidine
Lead Acid -extractable compounds: Diethyl phthalate
Mercury P-chloro-m-creso Dimethyl phthalate
Nickel 2-chtorophenol 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 organic compounds: Pentachlorophenol Hexachlorocyclo-pentadiene
Acrolein Phenol Hexachloroethane
Acrylonitrile 2,4,6-trichlorophenol Indeno(1,2,3-cd)pyrene
Benzene Base -neutral compounds: Isophorone
Bromoform Acenaphthene Naphthalene
Carbon tetrachloride Acenaphthylene Nitrobenzene
Chlorobenzene Anthracene N-nitrosodi•n-propylamine
Chlorodibromomethane Benzidine N-nitrosodimethylamine
Chtoroethane Benzo(a)anthracene N-nitrosodiphenylamine
2-chloroethytvinyl ether Benzo(a)pyrene Phenanthrene
Chloroform 3,4 benzofluoranthene Pyrene
Dichlorobromomethane Benzo(ghi)perylene 1,2,4-trichlorobenzene
1,1-dichloroethane 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 / DWQ / Central Files, 1617 Mail Service Center, Raleigh, North Carolina 27699-1617.
PUBLIC NOTICE
STATE OF
NORTH CAROLINA
ENVIRONMENTAL
MANAGEMENT
COMMISSION /
NPDES UNIT
1617MAIL
SERVICE CENTER
RALEIGH NC27699-1617
NOTIFICATION OF
INTENT TO ISSUE A
NPDES WASTEWATER
. PERMIT
On the basis of thorough
staff review and applica-
tion of NC General Statute
143.21, Public law 92-500
and other lawful "stan-
dards, and regulations, the
North Carolina Environ-
mental Management
Commission proposes to
issue a National Pollutant
Discharge Elimination
System (NPDES) waste-
water discharge permit to
the person(s) listed below
effective 45 days from the
publish date of this notice.
Written comments regard-
ing the proposed permit
will be accepted until 30
days after the publish date
of this notice. All com-
ments received prior to
that date are considered in
the final determinations
regarding the proposed
permit. The Director of
the NC Division of Water
Quality may decide to hold
a public meeting for the
proposed permit should
the Division receive a sig-
nificant degree of public
interest.
Copies of the draft permit
and other supporting in-
formation on file used to
determine conditions pre-
sent in the draft permit are
available upon request
and payment of the costs
of reproduction. Mail
comments and/or requests
for information to the NC
Division of Water Quality
at the above address or
call Ms. Valery Stephens
at (919) 733-5083, extension
520. Please include the
NPDES permit number
(attached) in any com-
munication Interested
persons may also visit the
Division of Water Quality
at 512 N. Salisbury Street.
Raleigh, NC 27604-1148 be-
tween the hours of 8:00 am
and 5:00 pm to review in-
formation on file.
The. Town of Murphy
(P.O. Box 130, Murphy,
NC 28906) has applied for
renewal of NPDES permit
NC0020940for its WWTP in
Cherokee County. This
permitted facility dis-
charges treated wastewa-
ter to the Hiwassee River
in the Hiwassee River Ba-
sin. Currently cyanide,
mercury and total residual
chlorine are water quality
limited. This discharge
may affect future alloca-
tions in this portion of the
Hiwassee River.
August 30, 2003
(6115)
AFFIDAVIT OF PUBLICATION
BUNCOMBE COUNTY
SS.
NORTH CAROLINA
Before the undersigned, a Notary Public of said
County and State; duly commissioned, qualified and
authorized by law to administer oaths, personally
appeared Darryl Rhymes, who, being first duly
sworn, deposes and says: that he is the Legal
Billing Clerk of The Asheville Citizen -Times,
engaged in publication of a newspaper known as
The Asheville Citizen -Times, published, issued,
and entered as second class mail in the City of
Asheville, 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 The Asheville Citizen -
Times on the following date: August 30, 2003.
And that the said newspaper in which said notice,
paper, document or legal advertisement were
published were, at the time of each and every
publication, a newspaper meeting all of the
requirements and qualifications of Section 1-597 of
the General Statues of North Carolina and was a
qualified newspaper within the meaning of Section
1-597 of the General Statues of North Carolina.
Signed this 3rd day of Sept ber, 2003
(S _na re of perso aking affidavit)
Sworn to and subscribed before me the 3rd day of
September, 2003
�C d
es the 20th day of June 2005.
PAr
DENR/DWQ
FACT SHEET FOR NPDES PERMIT DEVELOPMENT
NPDES Permit NC0020940
Facility Information
Applicant/Facility Name:
Town of Murphy/ Murphy WWTP
Applicant Address:
P.O. Box 150; Murphy, North Carolina 28802
Facility Address:
Payne Street; Murphy, North Carolina 28337
Permitted Flow
0.925 MGD/1.4 MGD (phased permit)
Type of Waste:
Domestic (90%) and industrial (10%) with pretreatment program
Facility/Permit Status:
Class III /Active; Renewal
County:
Cherokee County
Miscellaneous
Receiving Stream:
Stream Classification:
Hiwassee River
C
Regional Office:
State Grid / USGS Quad:
Asheville (ARO)
G2SE
303(d) Listed?
No
Permit Writer:
Natalie V. Sierra
Subbasin:
04-05-02
Date:
August 20,2003
Drainage Area (mi2):
956
s7Q10 (cfs)
96.9
w7Q10 (cfs)
113
30Q2 (cfs)
245
Average Flow (cfs):
956
IWC (%):
1.5/2.2
Lat. 35° 05' 51" N Long. 84° 02' 29" W
BACKGROUND
The Murphy WWTP (Class III) has a phased permit with permitted flows of 0.925 MGD and 1.4
MGD. The permit was originally issued on May 5, 2000 and expired on December 31, 2002.
The Permittee submitted EPA Form 2A on July 2, 2002 in order to request renewal of the permit.
Since this was prior to the full implementation of EPA renewal forms and associated pollutant
analyses, these data are not necessary for this renewal, though they will be required for
subsequent renewals.
Murphy currently has a modified pretreatment program with the Division of Water Quality's
Pretreatment Unit, but is in the process of implementing a full pretreatment program. This full
program will be implemented in the new permit term.
Prior to the last renewal, the Permittee requested and received permission for an expansion to 1.4
MGD. An Authorization to Construct (ATC) for this project was issued in March 2001. The
Permittee anticipated completion in July 2002, but the Division received no engineering
certification.
Instream Monitoring, Verification of Existing Conditions and DMR Data Review
This facility discharges to subbasin 04-05-02 in the Hiwassee River. At the point of discharge,
the receiving waters bear a C classification. The Hiwassee River is not on the 2002-303(d) list.
Effluent DMR data from January 2001 through May 2003 were reviewed; the Permittee is not
re uired to collect instream data. Data for conventional earameters are summarized in Table 1.
Avera • e
Maximum
Minimum
Flow
(MGD)
0.6461
0.9224
0.402
Temperature
(°C)
17.81
25.22
10.48
BOD TSS (mg/L) Fecal
(mg/L) (#/100 mL)
11.78
21.06
1.5
22.69
51.89
6.29
12.74
130.54
1.17
Table 1. NC0020940 Conventional Data (January 2001-May 2003)
l 'i Sli t
♦1'I�I.ti \i .0l(i_'(ri'iddf Rcnewal
As can be seen by the maximum Total Suspended Solids (TSS) value, the Permittee had several
violations of its TSS monthly average limit during the permit term. These will be discussed
further in the Correspondence section.
This facility also collects data for total nitrogen, total phosphorus, and ammonia nitrogen (NH3-
N). These are summarized in Table 2. Values for these pollutants of concern appear typical for
this type of facility. Since August 2002, the facility has been achieving excellent ammonia
nitrogen removal.
Maximum
Minimum
NH3-N Total Nitrogen Total
(mg/L) (mg/L) Phosphorus
(mg/L)
4.65
10.9
0.03
12.13
15
7.4
1.15
2.5
0.22
Table 2. NC0020940 Nutrient Data (January 2001— May 2003)
A review of the metals (from both the DMRs and Pretreatment data) and toxicants was also
performed. With the exception of total residual chlorine (TRC), these are discussed in the
Reasonable Potential Analysis section. TRC was not detected in the period of review.
Correspondence
The Asheville Regional Office (ARO) conducted several site visits during this permit term to
evaluate compliance. ARO states that the plant is well operated, but is aging. The inspections
also note deficiencies in the implementation of the Pretreatment Program, for which Murphy has
received several Notices of Violation (NOVs) and a civil penalty assessment.
In addition to the NOVs noted above, Murphy has received four NOVs for violations of the Total
Suspended Solids monthly average limit (between 7/00 and 4/01). No additional NOVs were
noted in the correspondence file review and it appears that the facility has been completely in
compliance since the last violation in April 2001.
PERMITTING STRATEGY
Waste Load Allocation (WLA)
The Division prepared the last WLA for the previous permit renewal. The previous and current
effluent limits were based on guidelines and water quality standards. The Division has judged
previous parameters and limits to be appropriate for renewal with some exceptions. Changes to
toxicant monitoring are discussed in the Reasonable Potential Analysis section.
The Instream Waste Concentration (IWC) used for the 1.4 MGD flow in the existing permit was
calculated incorrectly. The actual IWC is 2.2%. Toxicity testing language will be changed
accordingly.
An annual pollutant scan will be added such that the Permittee can collect the necessary data
required by EPA Form 2A throughout the permit term. This condition is now standard on all
major municipal permits in North Carolina.
Reasonable Potential Analysis (RPA)
The Division conducted EPA -recommended analyses to determine the reasonable potential for
toxicants to be discharged by this facility, based on DMR data from January 2000-May 2003.
Calculations included parameters listed in the previous permit and pre-treatment documents to
include: arsenic, cadmium, chromium, cyanide, lead, mercury, nickel, silver, selenium, copper,
and zinc. Results suggest no reasonable potential for the facility to discharge arsenic, cadmium,
chromium, lead, nickel, selenium, copper, and zinc any of these parameters. Those that are
currently monitored through the NPDES permit may be eliminated from the permit, as they will
continue to be monitored on a monthly basis through the pretreatment program.
iaci sheet
\ I' I ) I \ (002O940 Renewal
Page 2
Reasonable potential to exceed water quality criteria was found for cyanide, mercury and silver.
All are currently monitored through the NPDES permit, but mercury and cyanide are not limited.
Mercury will have an increased monitoring frequency of weekly and a daily maximum limit of
0.8 µg/L at 0.925 MGD and 0.614/L at 1.4 MGD. Cyanide will also have an increased
monitoring frequency of weekly. At 0.925 MGD, cyanide will have a weekly average limit of
34314/L and a daily maximum average of 2214/L. At 1.4 MGD, cyanide will have a weekly
average limit of 228 µg/L and a daily maximum limit of 22 µg/L. Silver will continue to be
monitored at a weekly frequency.
SUMMARY OF PROPOSED CHANGES
In keeping with Division policies, the following will be incorporated into the permit:
• Annual pollutant scan
• Elimination of the monitoring requirements for cadmium, chromium, cyanide, lead, nickel,
copper, and zinc
• Addition of daily maximum limit and increase to weekly monitoring for mercury
• Addition of weekly average and daily maximum limits (and increase to weekly monitoring)
for cyanide
• Change to IWC for toxicity test at 1.4 MGD
New Weekly Average and Daily Maximum limits are derived from the latest NC/EPA policies
considering/ FAVs and allowable concentrations based on reasonable potential.
PROPOSED SCHEDULE FOR PERMIT ISSUANCE
Draft Permit to Public Notice:
Permit Scheduled to Issue:
August 27, 2003
October 20, 2003
Attachments: DMR data summary, RPA summary (0.925 MGD and 1.4 MGD)
NPDES DIVISION CONTACT
If you have questions rerding any of the above information or on the attached permit, please contact
Natalie Sierra at (9 9)73 5083 ext. 551.
NAME: / i / AiAr- DATE: ,/1/ " 6 ,5
REGIONAL OFFICE COMMENTS
NAME:
DATE:
SUPERVISOR:
DATE:
Fact Shcet
NPI)l:S NC'(>U'O44O Rcnev•al
Pac 3
Facility Nacre =
Qw (MGD) =
WWTP Classification
NPDES # =
Receiving Stream
/WC (%) =
Final Resells:
Town of Murphy
1.4
3
NC0020940
Hiwassee River
2.19
Reasonable Potential Summary
Stream Classification
7Q10s (cfs)=
30Q2 (cfs)
Qavg (cfs)
1°
2°
30
4°
c
96.9
245
1 1
Arsenic
Max. Pred Cw
Allowable Cw
2.5 µg/I
2282.7 µg/1
'Implementation
!Are all reported values less than?
'Is the detection limit acceptable?
Yes
Yes
Limit?
Monitor?
No
No
I
!Monitoring
' Frequency None
Cadmium
Max. Pred Cw
Allowable Cw
17.3 µg/1
91.3 g/I
!Implementation
!Are all reported values less than?
iIs the detection limit acceptable?
No
Yes
Limit?
Monitor?
No
No
!Monitoring
;Frequency None
'
1/2 FAV (non Trout)!
15.0g/l
;
Chromium
Max. Pred Cw
Allowable Cw
5.1 µg/1
2282.7 g/I
Implementation
'Are all reported values less than?
ils the detection limit acceptable?
No
Yes
Limit?
Monitor?
No
No
!Monitoring
i Frequency None
'
1/2 FAVI
1022I Lg/1
1
Copper
Max. Pred Cw
Allowable Cw
44.9 µg/1
319.6 g/1
!lniplementation
'Are all reported values less than?
ils the detection limit acceptable?
No
Yes
Limit?
Monitor?
No
No
1
!Monitoring
i Frequency None
$
1/2FAVI
7.31µg/1
s
Cyanide
Max. Pred Cw
Allowable Cw
379.9 µg/I
228.3 g/l
!Implementation
!Are all reported values less than?
iIs the detection limit acceptable?
No
Yes
Limit?
Monitor?
Yes
Yes
1
'Monitoring
i Frequency Weekly
1/2 FAVI
22.01 tg/1
•
Lead
Max. Pred Cw
Allowable Cw
55.5 µg/1
1141.4 g/1
!Implementation
lAre all reported values less than?
iIs the detection limit acceptable?
No
Yes
Limit?
Monitor?
No
No
I
'Monitoring
i Frequency None
1
1/2 Favl
33.8lµg/l
•
Mercury
Max. Pred Cw
Allowable Cw
49.3390 µg/I
0.5479 µg/I
!Implementation
!Are all reported values less than?
:Is the detection limit acceptable?
No
Yes
Limit?
Monitor?
Yes
Yes
I
!Monitoring
Frequency Weekly
Nickel
Max. Pred Cw
Allowable Cw
37.5 µg/I
4017.E g/l
!Implementation
!Are all reported values less than?
ils the detection limit acceptable?
No
Yes
Limit?
Monitor?
No
No
i
1
! Monitoring
'Frequency None
'
1/2 FAVI
261.0Lg/1
Silver.
Max. Pred Cw
Allowable Cw
47.3 µg/1
2.7 g/1
'Implementation
!Are all reported values less than?
ils the detection limit acceptable?
No
Yes
Limit?
Monitor?
No
Yes
1
I Monitoring
i Frequency Weekly
1/2 FAVI
1.2jg/1
'
Selenium
Max. Pred Cw
Allowable Cw
149.0 µg/I
228.3 µg/I
, Implementation
!Are all reported values less than?
;Is the detection limit acceptable?
No
Yes
Limit?
Monitor?
No
No
I Monitoring
;Frequency None
Zinc
Max. Pred Cw
Allowable Cw
236.3 µg/1
2282.7 g/l
'Implementation
,Are all reported values less than?
Its the detection limit acceptable?
No
Yes
Limit?
Monitor?
No
No
'
I Monitoring
!Frequency None
1
1/2 FAVI
67.0Ig/1
I
Town of Murphy
NC0020940
Temp. Fecal NH3-N
{) 1p' Flow (MGD) (deg C) BOD (mg/L) 'I'SS (mg/L) (#/100 mL) (mg/L) 'I'N (mg/L) TP (mg/L) TRC (uglL)
Jan-01 0.4854 12.11 1.5 20.1 3.6 5.62 0
Feb-01 0.5803 14.71 8.91 21 1.4 7.11 0
Mar-01 0.5974 13.95 17.93 25.7 2.7 8.78 0
Apr-01 0.5335 16.35 19.38 30.5 2.4 8.85 0
May-01 0.5757 19.8 8.08 24.5 2.1 10.81 0
Jun-01 0.6929 22.92 4.02 8 3.3 10.9 15 0.74 0
Jul-0I 0.6491 24.54 5.93 13 2.4 8.82 0
Aug-01 0.6813 24.13 11.5 19.5 14.5 5.36 0
Sep-01 0.6201 23.55 16.8 20.5 13.3 3.2 0
Oct-01 0.4738 20.63 19.74 22.1 2.8 7.64 0
Nov-01 0.4516 17 19.98 19.15 2.04 5.62 0
Dec-01 0.402 15.57 16.25 17.96 4.99 3.33 7.4 0.22 0
Jan-02 0.543323 11.65 15.65 20.1 1.75 3.33 0
Feb-02 0.506393 11.95 10.93 20.1 1.41 2.996 0
Mar-02 0.569903 13.52 8.86 16.38 2.33 6.59 0
Apr-02 0.648667 16.84 11.18 16.42 4.02 5.79 0
May-02 0.626581 19.13 21.06 25.36 5.71 7.5 0
Jun-02 0.540833 22.31 11.17 26.56 3.52 8.48 0
Jul-02 0.515355 24.11 5.86 6.29 3.77 2.9 0
Aug-02 0.626433 25.22 4.62 17.35 54.84 0.03 0
Sep-02 0.872333 24.27 9.58 8.21 8.61 0.07 0
Oct-02 0.82744 21.79 6.87 38.33 130.54 0.07 0
Nov-02 0.792967 17.14 9.25 16.86 75.69 1.76 0
Dec-02 0.841226 13.92 14.93 51.89 5.76 3.65 14 2.5 0
Jan-03 0.79571 11.92 14.33 34.35 1.17 2.95 0
Feb-03 0.879036 10.48 17.2 49.58 1.82 0.64 0
Mar-03 0.727839 13.33 11.55 14.85 1.72 1.53 0
Apr-03 0.75733 15.38 6.21 19.04 1.696 0.16 0
May-03 0.922419 18.18 12.33 34.25 9.71 0.44 0
Average 0.6461 17.81 11.78 22.69 12.74 4.65 12.13 1.15 0
Maximum 0.922419 25.22 21.06 51.89 130.54 10.9 15 2.5 0
Minimum 0.402 10.48 1.5 6.29 1.17 0.03 7.4 0.22 0
imap://charles.weaver%40dwq.denr.ncmail.net®cros.ncmail.net:143/...
Subject: Town of Murphy
From: Natalie.Sierra@ncmaiLnet
Date: Tue, 26 Aug 2003 14:08:39 -0400
To: charles.weaver@ncmail.net
Charles -
I guess this is how we're doing notice stuff. The attached documents relate
to the Town of Murphy. The water quality limited parameters are mercury
and cyanide.
I usually print out the first page (RPA summary page) of the RP spreadsheets.
There is also a DMR summary page in the DMRS spreadsheet (I'm not sure if
it's labeled on this one, but it is obvious, as it is formatted like a table.
That's it for this one, you can always holler my way if there is something
ambiguous. I'm also going to try to get La Grange and Spruce Pine to you
in a little bit.
(Sorry Mike T. just sent me changes late last night).
Thanks,
Natalie
1 of 1 8/27/2003 6:01 AM
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imap://charles.weaver%40dwq.denr.ncmail.net@cros.ncmail.net:143/...
Subject: comments on permits
From: Mike Templeton <mike.templeton@ncmail.net>
Date: Mon, 25 Aug 2003 19:30:58 -0400
To: Natalie Sierra <Natalie.Sierra@ncmail.net>, Charles Weaver <Charlcs.Weaver@ncmail.net>
Natalie -
Thanks for all the permits - surfs up!
Here are the fcw comments I can offer on the drafts. All appear ready to go forward with little or no
change on your part. Once you have them ready, pis forward them to Charles. I noticed some minor
formatting corrections (odd page breaks, for instance), but I'll leave it to Charles to look at the documents
and make any necessary changes before he prints them out.
Elizabethtown - Looks good - go for it.
Murphy - In the cover letter, you shouldn't have to apologize for past errors. Suggest you word it in a
more straightforward way:
"The Instream Waste Concentration (IWC) for the toxicity limit at 1.4 MGD has been
changed to 2.2% to correct an error in the previous permit renewal."
Spruce Pines - A couple of points in the fact sheet may be worth clearing up: It sounds like the Town
expanded its plant to handle the higher flows caused by I/I rather than fix the I/I problem. Is that
correct? Also, it sounds like all of the industrial users left once the Town started implementing its
pretreatment program. Is that how it went?
La Grange - One minor point - the table on p.1 of the Fact Sheet gives an IWC of "90% for toxicity
purposes." Since there is no tox limit, should this be dropped to avoid confusion?
Contentnea MSD - There is a potential issue regarding "effluent channel" status and their discharge
point - did the Region ever mention the issue? It came up during the 2000 renewal but was never
resolved that I know of. In short, the plant discharges to a man-made channel, several hundred yards
long, that runs to the creek. Our limits are based on the IWC at the creek; it appears they should be
changed to reflect the IWC in the channel (approx. 100%).
That's it. I'll be gone Tuesday, back on Wednesday. See you then (so to speak).
- Mike T
Michael E. Templeton, P.E.
North Carolina Division of Water Quality
NPDES Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
919-733-5083 x541 FAX: 919-733-0719
mailto:mike.templeton@ncmail.net
1 of 1 8/26/2003 11:37 AM
c' oihti of iftlurpbp
Commissioners
William R. Dyer
David C. Hilton
Phillip R. Mattox
William N. Hughes, Mayor
P.O. Box 130
Murphy, North Carolina 28906
(828) 837-2510 • Fax (828) 837-9612
www.townofmurphy@grove.net
DUNE 28, 2002
Mrs. Valery Stephens
NCDENR/Water Quality/Point Source Branch
1617 Mail Service Center
Raleigh, N.C. 27699-1617
Commissioners
Sandra N. Sumpter
Margaret M. Warner
William J. Wells
Li J
J U L 2 2002
IJENR - WATER QUALITY
POINT SOURCE BRANCH
i
Subject: Town of Murphy, NPDES Permit # NC 0020940, Permit Renewal.
The Town of Murphy is requesting renewal of its NPDES wastewater permit. The permit
was modified May 5, 2000 and took affect on June 1, 2000. The permit was modified
because of construction of a new facility. The facility is to be completed around July 1,
2002. All permit effluent limitations and monitoring requirements will take affect when
the new facility receives flow.
Sludge that is generated by the Town of Murphy will be aerated in aerobic digesters until
oxidized and will then be ran through a sludge press. Final disposal of sludge will be in
the Cherokee County Landfill. All analyses and requirements are performed by the Town
of Murphy to ensure local and state regulations are met.
Sincerely,
�Lti1�
Anna Payne
Town Manager
Anna A. Payne, Town Manager— McKeever, Edwards, Davis & Hays, Attorneys
Maim of illg.urpbp
Commissioners
William R. Dyer
David C. Hilton
Phillip R. Mattox
William N. Hughes, Mayor
P.O. Box 130
Murphy, North Carolina 28906
(828) 837-2510 • Fax (828) 837-9612
www.townofmurphy@grove.net
JUNE 28, 2002
Mrs. Valery Stevens
NCDENR/Water Quality/Point Source Branch
1617 Mail Service Center
Raleigh, N.C. 27699-1617
Subject: Pollutant List On Application Form
Commissioners
Sandra N. Sumpter
Margaret M. Warner
William J. Wells
I talked with Jackie Nowell about the parameters in the "pollutant list" sections and she
told me to go ahead and sample for parameters that we do not normally analyze at our
facility. Ms. Nowell said to send the results immediately upon receipt. I should have the
results back on or before August 1, 2002 and will immediately send them to you.
If you have any questions or comments, please call me at 828-837-5035.
Sincerely,
Todd Hiatt
Wastewater ORC
Anna A. Payne, Town Manager — McKeever, Edwards, Davis & Hays, Attorneys
FACILITY NAME AND PERMIT NUMBER:
7.;w14 oft-{ , WANT, NC oa 391
PERMIT ACTION REQUESTED:
RIVER BASIN:
iOLIPtee
SUPPLEMENTAL`APPLICATION INFORMATION
PART•F INDUSTRIAL -MISER DISCHARGES --AND _RCRA/CERCLA 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.1. Pretreatment program. Does the treatment works have, or is subject ot, an approved pretreatment program?
❑ Yes ❑ No
F.2. Number of Significant Industrial Users (Sills) and Categorical Industrial Users (ClUs). Provide the number of each of the following types of
industrial users that discharge to the treatment works.
a. Number of non -categorical Sills.
b. Number of ClUs.
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 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:
Mailing Address: 1 , 0 , /3 0Y
C ),fort /4cecfSran
rpk' 1N,1. 3-1(0b
F.4. Industrial Processes. Describe all the industrial processes that affect
fff ectfor contribute to the SIU's discharge.
(tile MC 41471 rt�'�l fI'}� L 4 /(4.4r[1. i cA1e eleCiffc. 4448/i5
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): ae-Gttk Mrkf 5
Raw materal(s):
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.
Doo
gpd ( continuous or
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.
1 bop
gpd ( ✓ continuous or intermittent)
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits
b. Categorical pretreatment standards
NYes ❑ No
(Yes ❑ No
If subject to categorical pretreatment standards, which category and subcategory?
"to cFR 913, I7
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 18 of 22
. e••...•_. 1 , nhw1e Mw1J renlvu i •runvi r .
1
YCti11/11I HUI IUN HtUUtS I tU:
HIVLH tSASIN:
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 kiz 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 g No (go to F.12)
F.10. Waste transport. Method by which RCRA waste is received (check all that apply):
❑ Truck • Rail 0 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 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.) RI No
F.13. Waste Origin. Describe the site and type of facility at which the CERCLA/RCRA/or 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?
0 Continuous 0 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
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 19 of 22
FACILITY NAME AND PERMIT NUMBER:
ktoft or I1.6), itheAe /tic ovq
PERMIT ACTION REQUESTED:
44, Leg/
RIVER BASIN:
t0.1¢ee
SUPPLEMENTALAPPLICATLON1NFORMATION
PART F INDUSTRIALUSER DISCIIARGESAND RCRA/CERCLA 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.1. Pretreatment program. Does the treatment works have, or is subject ot, an approved pretreatment program?
❑ Yes ❑ No
F.2. Number of Significant Industrial Users (SIUs) and Categorical Industrial Users (ClUs). Provide the number
industrial users that discharge to the treatment works.
a. Number of non -categorical SlUs.
of each of the following types of
b. Number of Gills.
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 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. jJ��
W'
✓i/{
Name: 51 ..
Mailing Address: 1 C C'tW (, ( c
I v
Y
Au ipkv Ai,ci ayyv 6
F.4. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
neltlr�y iklittictit cot a►tuc4c"tr1O{� "l-cii-e ldfi'JeS
("Dim b f!-
P6,4I��
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): S.GP2 u) apt i Jee3
/ / I %� / [ % /
Cello k
,[ ,
Raw material(s): Qc J C h 4i e l� !tA 9?? iv�`r .(; i / fe4� ( (t4' 67/e
11,1;
t f
F.6. Flow Rate. I
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.
9 coo gpd ( V continuous or 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.
---1/ " 6 gpd ( continuous or intermittent)
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits" Yes ❑ No
b. Categorical pretreatment standards 4 Yes 0 No
If subject to categorical pretreatment standards, which category and subcategory?
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 18 of 22
I -AI ILI I Y NAMt ANU FtHMIT NUMBER:
-7;1-011 Attu Alc 016adgc4
41'RA/6?
PERMIT ACTION REQUESTED:
RIVER BASIN:
ig4kssee
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.
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 (check all that apply):
❑ Truck
❑ Rail 0 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 REMEDIATIOWCORRECTIVE 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 CERCLA/RCRA/or 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.
v•r1r,
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
747
�r[kijs1LAP
y . rC�nl
k' riti
e.
4G=
Page19of22
FACILITY NAME AND PERMIT NUMBER:
7w4 tO-Arj////A tiitOrr, flic aela3flt
PERMIT ACTION REQUESTED:
l&iteulec(
RIVER BASIN:
lifibli.Qsee.
SUPPLEMENTAL.APPLICATION INFORMATION i tt �'
-
111ART-F INDUSTRIAE AISER DISCHAR: WDRCL GESCRA/CERA�IVASTES a €s: 4 - . ' * 3
-. .-,4.A.k�..9.'.?-F"SY .. .. _..-.. .. 7 a.� -..t- ., k:S .L-_.1 x. i., :'. -'. s.3 _x M4', ... +
All treatment works
complete part F.
GENERAL INFORMATION:
F.1. Pretreatment
❑ Yes
F.2. Number of
industrial users
a. Number
b. Number
SIGNIFICANT
receiving discharges from significant industrial users or which receive RCRA,CERCLA,
program. Does the treatment works have, or is subject ot, an approved pretreatment program?
❑ No
Significant Industrial Users (SIUs) and Categorical Industrial Users (ClUs). Provide the number
that discharge to the treatment works.
of non -categorical Sills.
or other remedial wastes must
of each of the following types of
questions F.3 through F.8 and
of Gills.
INDUSTRIAL USER INFORMATION:
information for each SIU. If more than one SIU discharges to the treatment works, copy
requested for each SIU.
Supply the following
provide the information
F.3. Significant
as necessary.
Name:
Mailing Address:
F.4. Industrial
60111/
Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
�l a 0X /s - C
/
I 1 / Leo/ f r(1te
`'
1140,(pky /V . ( 9?,de
f
Processes._Describe all the industrial processes that affect or contribute to`j the SIU's discharge.
,1/e adt� g55etir�rle v e(etA(c free% (S
F.5. Principal
discharge.
Principal
Raw material(s):
F.6. Flow Rate.
a. Process
day
b. Non
in
F.7. Pretreatment
a. Local
b. Categorical
If subject
�Qi!'eo,4Ac4
Product(s) and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
jt/�� 44 j f(' ,�
product(s): J('(ari�. ` V R C �— e (2r�Yl(C ,a to ed (S
VVAtety i54eret5 r(/ltl.4 B f((S a corl4x`i s
feefa
/
wastewater flow rate. Indicate the average daily volume of process wastewater discharge into
(gpd) and whether the discharge is continuous or intermittent.
- 0, Z J O gpd ( continuous or intermittent)
the collection system in gallons per
discharged into the collection system
-process wastewater flow rate. Indicate the average daily volume of non -process wastewater flow
gallons per day (gpd) and whether the discharge/is continuous or intermittent.
!' 06 gpd ( v continuous or intermittent)
Standards. Indicate whether the SIU is subject to the following:
limits cit, Yes 0 No
pretreatment standards I. Yes 0 No
to categorical pretreatment standards, which category and subcategory?
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 16of22
FACILITY NAME AND PERMIT NUMBER:
70—W1k f/ y w uJ%, fuc voav 99ts
PERMIT ACTION REQUESTED:
Re Keith(
RIVER BASIN:
16(jJ4 5ee
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?
0 Yes 1p, 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 0 No (go to F.12)
F.10. Waste transport. Method by which RCRA waste is received (check all that apply):
❑ Truck 0 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 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?
0 Yes (complete F.13 through F.15.) 0 No
F.13. Waste Origin. Describe the site and type of facility at which the CERCLA/RCRA/or 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
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 19 of 22
:‹111- !SiF-
SBR PROCESS FLOW DIAGRAM
The "process flow diagram" for the SBR system consists of two SBR treatment tanks
which aerate the incoming wastewater and then is allowed to settle before discharged to
the post equalization tank. Sludge wasting is performed during the discharge sequence.
The system consists of two sludge digesters and a sludge press. The discharged
wastewater in the equalization tank is allowed to settle and is pumped off into the
chlorine contact tank and then sulfur dioxide is added before discharging to the river. A
back-up generator is onsite for any power failure.
Getifm or
Mechanical
Screen
r----1
SBR #1
S
L
LJ
D
G
►t
Digester #1
F
F
L
U
1-----04,
SBR #2
('S1udge'
Press
FILTER PRESS SLUDGE
L
U
D
G
E
N
Post EQ
Tank •
SLUDGE
STJPR.RNATE
Digester #2
Chlorine
Contact
Basin
EFFLUENT
—Sulfur Dioxide
RIVER
R
I
K
S
E
w
A
T
E
R
SUPERNATE
Pump
Station
I
N
F
L
U
E
N
T
Gl'W 5Ot_ 9'O
APPENDIX I
TOWN OF MURPHY WASTEWATER
PROCESS FLOW DIAGRAM