HomeMy WebLinkAboutNC0021628_Permit (Issuance)_20040213 NPDES DOCUMENT SCANNIMG COVER SHEET
NPDES Permit: NC0021628
Norwood WWTP
Document Type:' r ermit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Speculative Limits
201 Facilities Plan
Instream Assessment (67B)
Environmental Assessment (EA)
Permit
History
Document Date: February 13, 2004
Thi6 documeat i6 priatea oa reXROM paper-laZWOWe say
coateat oa the reire ne Bide
' O= wAT��pG Michael F.Easley,Governor
State of North Carolina
William G.Ross,Jr.,Secretary
r_ Department of Environment and Natural Resources
Alan W.Klimek,P.E.,Director
Division of Water Oualitv
February 13,2004
Mr. Greg Morris
P.O. Box 697
Norwood, North Carolina 28128
Subject: Issuance of NPDES Permit NCO021628
Town of Norwood W WTP
Stanly County
Dear Mr.Morris:
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 July 30,2003.
This permit includes a TRC limit that will take effect on September 1,2005. If you wish to install
dechlorination equipment, the Division has promulgated a simplified approval process for such projects.
Guidance for approval of dechlorination projects is attached.
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 150B 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 Toya Fields at telephone number(919) 733-5083,extension 551.
Sincerely,
ORIGINAL SIGNED BY
Tom Belnick
Alan W. Klimek, P.E.
cc: Central Files
Mooresville Regional Office/Water Quality Section
NPDES Unit
North Carolina Division of Water Quality tova fields@ncmail net - (919)733-5083 x551
1617 Mail Service Center FAX(919)733-0719
Raleigh, North Carolina 27699-1617 On the Internet at http://h2a.enr.state.nc.us/
NCO021628
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 Norwood
is hereby authorized to discharge wastewater from a facility located at
Norwood Wastewater Treatment Plant
U.S. Highway 52 South
Norwood
Stanly County
to receiving waters designated as Rocky River in the Yadkin —Pee Dee 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 March 1, 2004.
This permit and authorization to discharge shall expire at midnight on January 31, 2009.
Signed this day February 13, 2004.
ORIGINAL SIGNED BY
Tom BeInick
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
NC0021628
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,terms,and provisions included
herein.
Town of Norwood is hereby authorized to:
1. Continue to operate an existing 0.75 MGD wastewater treatment facility with the
following components:
Flow splitter box
Dual bars screens (one mechanical and one manual)
Grit chamber
• Parshall flume
Ultrasonic flow recorder with totalizer
• Dual aeration basins with floating surface aerators
Dual secondary clarifiers
Chlorine contact basin with gaseous disinfection facilities
Two sludge drying beds
Stand-by power generator
The facility is located at Norwood WWTP, U.S. Highway 52 South, Norwood, Stanly
County.
2. Discharge from said treatment works at the location specified on the attached map into
the Rocky River, which is classified C waters in the Yadkin— Pee Dee River Basin.
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Norwood WWTP - NCO021628 Facility N
Location 'j
USGS Quad Name: Mt. Gilead West Lat.: 35'11'35"
Receiving Stream: Rocky River Long.: 80006'45" -f
Stream Class: C Not to SCALE
L�Subba'sin: Yadkin -03-07-14 �Ort�h F =
NC0021628
A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is
authorized to discharge from outfall(s) serial number 001. Such discharges shall be limited and monitored by the
Permittee as specified below:
EFFLUENT . LIMITS - MONITORING REQUIREMENTS.
CIIARACTERISTICS ..
Monthly+ Weekly, Daily Measurement Sample Sample
`Average Average Maximum Frequency., Type _ Location)
Flow 0.75 MGD Continuous Recording I or E
BOD52 30.0 mg/1 45.0 mg/l 3/Week Composite E,I
Total Suspended Solids2 30.0 m /I 45.0 rr /1 3/Week Composite E,I
N1713-N Weekly Composite E
Fecal Coliform 200/100 ml 400/100 ml 3/Week Grab E
(geometric mean)
Total Residual Chlorine 3 28 µ /L Weekly Grab E
Temperature'C 3/Week Grab E
1-11 3/Week Grab E
Total Nitrogen Quarterly Composite E
(NO2 +NO3 +TKN)
Total Phos horus Quarterly Composite E
Chronic Toxicity' Quarterly Composite E
Notes:
1. Sample Locations: E - Effluent, I—Influent
2. The monthly average effluent BODS and Total Suspended Solids concentrations shall not exceed 15% of
the respective influent value (85% removal)
3. The TRC limit shall take effect on September 1,2005.
4. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
5. Chronic Toxicity(Ceriodaphnia) P/F at 2.7%; March,June,September, and December;See Special
Condition A (2) of the Supplement to Effluent Limitations.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
NCO021628
SUPPLEMENT TO EFFLUENT LIMITATIONS
AND MONITORING REQUIREMENTS
SPECIAL CONDITIONS
A (2). CHRONIC TOXICITY PERMIT LIMIT(QUARTERLY)
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant mortality to Ceriodnphnin
dubia at an effluent concentration of 2.7%.
The permit holder shall perform at a minimum,_quarterly monitoring using test procedures outlined in the "North Carolina
Ceriodnphnin Chronic Effluent Bioassay Procedure," Revised February 1998, or subsequent versions or "North Carolina Phase
11 Chronic Whole Effluent Toxicity Test Procedure" (Revised-February 1998) or subsequent versions. The tests will be
performed during the nronths 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 lest 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 11 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 TI-IP3B
for the Chronic Value. Additionally,DWQ Form AT-3(original) is to be sent to the following address:
Attention: Environmental Sciences Branch
North Carolina Division of
Water Quality
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.
Draft Permit Reviews (2)
Subject: Draft Permit Reviews (2)
From: John Giorgino <john.giorgino@ncmail.net>
Date: Thu, 29 Jan 2004 16:22:04 -0500
To: Toya Fields <Toya.Fields@ ncmail.net>
Hi LeToya, I have reviewed the following draft permits :
Town of (Norwood-WWTP—(NC0.02.1 26 8 and have no comments concerning the
tox sections.
Town of Oakboro (NC0043532) . Pipe 001 has a chr lim of 30% on page
A. (2 ) . I believe the limit should be 19% . Please check on that .
Thank you for forwarding the drafts to our unit for review.
John Giorgino
Environmental Biologist
North Carolina Division of Water Quality
Aquatic Toxicology Unit
John.Giorgino@ncmail .net
http: //www. esb. enr . state . nc .us
Mailing Address :
1621 MSC
Raleigh, NC 27699-1621
Office: 919 733-2136
Fax: 919 733-9959
1 of 1 1/29/2004 4:33 PM
The Knight Publishing Co., Inc.
Charlotte, NC
North Carolina ) ss Affidavit of Publication
Mecklenburg County)
THE CHARLOTTE OBSERVER
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Ea Amamoaru MANAaerrsnr couu¢ssaNiNPOES uAM
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R.,a.,NC M99-1617
NCDENR/OWO/BUDGET OFFICE NmFICAhM Or 1WTen TO ISSUE A NPOES WAanvuren P rr i
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i sases 14321.Publi IMF 92-600 and aaWs rct refitACCOUNTS PAYABLE
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maY tledtla to hold a publec meWiig far Me Proposed perms should
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REFERENCE: 30019881 i 1,liar cmr dpgyfamaFnhasr�WMA,repr ad VistthmQmaal
the mw.e etlM1ess or CUB his, Stepflers of p1m 7 5p410,en
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°ny commuaicatgn.Interested a . Blae met me Civic..of
l - Water Quality at 512 N.Salsbury 51reeL Nalmgtn.NC z169b1148 Oe-
hmot me hotns of 9:00 am.antl 5:00 AM.he renew kGornnmbn an
Before the undersigned, a Notary Public of said j 'The City of Hamlet,North Carolina has applied for rerieFraalvof NPOES
County and State, duly authorized to administer I ftw�ry eischar,fora strikes mafewma,ro Manes creek The
oaths affirmations, etc., personally appeared, l 'hodya Deeh.areavn u,rrently ammonia oa n.lwo,and foal
.reniroe Dee Rim Beath.curieNylimiled.TMdl BOO,
duly sworn or affirmed according to law, l •are mkxarwts n,me pollen aline weershad.
.The RtctatoM County timar DCn sh,inReakinghen,NOM Car-
doth depose and say that he/she Is a l aemhasappkadbnereaceciNPDESpanurthIm12a1brRsniN-
m County Winer Tremmenhmeaty Rlctnrlarld Cautery ThispC�MINtl
representative of the Knight Publishing Company a l :txitity dismatga that Jim becomm as m to
.-me Pee Doe River m 9e YadkkuPee Dee flher Boa.Curtenlly Coal
corporation organized and doing business under the
restdum cnlonte is weer RumM limMd.The deatmga men ec1 a.
P 9 9 sere mkcmiws it has portion of me wmerehetl,
laws of the State of Delaware, and publishing a j The Cry of Rockirghvn(514 Roddrtghmn load,RaddsMmn,29379)
newspaper known as The Charlotte Observer in the j has aoyedwrerewmd NPDEs.This- achatifarorma Rmk�
:nem NWIP In Richnrontl County.Ri in shaVa lard'Po dbcher
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shal set of North Carolina and that as such he/she is j 'brntbsin mil potion oMe yemtiriPee Deeirvwrn�Sin...,,I,.
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business of said Corporation and by reference to rgtlltirvPea Dee RNuaasn No okMMAMre are`u�rreammhry morQaary
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the files Of said publication TIe CItymMorel:.Mavae W0RO!.PO.Box69,Monea.NC2m11,
the attached advertisement was inserted. The j ;ha epplcabrrenewmam NPOE94bnrat No.NCGQWKG dbdlergkla
roud n waslowaler a ma IWhadsm Gaek In rM VatlkvMw Dee
following is correctly copied from the books and l Rem eoos,m°,tonu,fetUl mNorm,restlam cakakw,lead."
files of the aforesaid Corporation and l cymlde,auome,arldsalerMasWare wmerweny handed.Trvs May m-
feet kreets
Co nttUarges wo)AA des roman of i basin.
_Arson County UNitla in Vyedasbom,Npm CUrctks ties atered rw ;
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I Rim Basin Gureonrt,amtar%sWN c b ne aemmtn� .hint
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l Norwood WUYBP(11 S H4h a 52 Nawootl,NC,29128),SarM Cote
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Me facady discharges tremetl wastawmer to the Rocky Rarer to me
. Yedkln Pee Gee River Ba4ru Currently BOD is wmer auakty lltMed.Tars
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PUBLISHED ON: 12/23 l "rerery.BOD,annmanla n"oh,and tom hir id"ddodne we worker
gqyy timitad.Tfts dcdnerge may affect lubae allocations ro has par-
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AD SPACE: :180 LINE l
FILED ON:/ r 12/30/03 l ry/
__._. __�_ .___. 7 --------
NAME: lA--\v TITLE: l../C/
DATE: /z-may�jj
In Testimony Whereof I have hereunto set my hand and affixed my seal, the
day and .year aforesaid. .1
Note 1p <` _My Commission Expires:
COfgfi998i0i1 E%pflOS May 271 2006
NCDENR/DWQ
FACT SHEET FOR NPDES PERMIT DEVELOPMENT
Town of Norwood WWTP - NCO021628
Facility Information
(1.) Facility Name: Norwood WWTP
(2.) Permitted Flow (MGD): 0.750 (6.) County: Stanly
(3J Facility Class: : III (7.) Regional Office: Mooresville
(4.) Pretreatment Program: Inactive since 1992 (8.) USGS Topo Quad: E15SE6
(5.) Permit Status: Renewal (9.) USGS Quad Name: Mount Gilead,
West
Stream Characteristics
(1.) Receiving Stream: Rocky River (7.) Drainage Area (mi2): 1403
(2.) Sub-basin: 03-07-14 1 (8.) Summer 7Q10 (cfs): 42
(3J Stream Index Number: 13-17 (9.)Winter 7Q10 (cfs): 74
(4J Stream Classification: C (10.1 30Q2 (cfs): ill
(SJ 303(d) Status: Not listed J (11.)Average Flow (cfs): 1403
(6.) 305(b) Status: 1.(12.) IWC%: 2.7
1.0 Proposed Changes Incorporated into Permit Renewal
• It appears that the sub-basin for the discharge location has been inaccurately identified.
While the facility itself, located north of the outfall, may be in 03-07-13, the outfall is in 03-07-
14. The Rocky River does not travel through sub-basin 03-07-13.
• A TRC limit will be added
• Expiration date will be changed to January 31,2009 in accordance with the basin schedule.
2.0 Summary
The Town of Norwood is requesting renewal of the existing permit for its wastewater treatment
facility. The facility discharge to the Rocky River, stream class C. The segment receiving
Norwood's discharge is not on the 303(d) list, however there is an upstream segment rated as
nonsuppporting for fecal coliform, turbidity, and sediment. The only impaired segments of the
Rocky River are in Mecklenburg County.
Norwood treats a combination of domestic and industrial wastes. The permittee has several
industrial users, however none are SIUs. Norwood Yarns (1000 gpd), AeroQuip (4000 gpd), and
Michelin Tire(9748 gpd)all discharge flows to the WWTP.
3.0 Compliance Summary
WET Testing
The facility is required to perform quarterly chronic toxicity testing at an effluent concentration of
2.7%. There was one test failure in September, 2002.
NPDES Permit Fact Sheet- 12/11/03 Town of Norwood
Page 2 NCO021628
Correspondence File Review
The facility seems to be well operated and maintained. A 2001 Notice of Deficiency recommends
that the facility incorporate MLSS tests in the process control program. In 2002 it was observed
that the permittee was using a leveled area adjacent to the sludge drying beds as temporary
storage for scum/grease. In 2003 the inspector recommended that the town consider construction
of a sludge storage tank to facilitate sludge wasting.
DMRs
This facility has never been required to perform instream monitoring due to the lack of a
downstream sampling point providing the necessary access to the river(1994 WLA recommends
sampling 2 miles downstream of the discharge point). According to a previous fact sheet, the size
of the receiving stream and amount of dilution further diminish the need for instream sampling.
A summary of the effluent monitoring data is included in the table below. All effluent
concentrations appear to be well below the allowable limits. The facility's average flow for the
past three years is .44 MGD,which is below the design flow of.750 MGD. Norwood is at nearly
59%capacity. The facility was at 71%capacity in the previous permit cycle.
Total
Residual
Flew Temp Chlorine 'SOD N113-N TSS Fecal 01100 D.O. TN Tr
Date (MGD) (de Q (u L) (m L) (m L) (m L) mL) (m L) (m L) (m L)- TKN.
Average 0.4396 17.39 705.45 4.06 1.98 6.03 2.84 614 7.75 1.18 1.57
Maximum 0.7150 24.90 836.00 6.80 6.00 20.80 8.30 7.64 16.00 2.50 3.10
Minimum 0.2750 9.6 602 2 0.2 2.2 0.08 5.12 0.2 0.1 0.8
Limit .75 45 45 200
4.0 Proposed Schedule for Permit Issuance
Draft Permit to Public Notice:
Permit Scheduled to Issue:
5.0 State Contact Information
If you have any questions on any of the above information or on the attached permit, please
contact Toya Fields at(919) 733-5083,extension 551.
Copies of the following are attached to provide further information on the permit development:
• Draft permit
NPDES Recommendation by:
Signature Date
2
NC0021628
Facility: Norwood WWTP
Discharge to: Rocky River, C
Residual Chlorine Ammonia as NH3
(summer)
7Q10 (CFS) 42 7Q10 (CFS) 42
IDESIGN FLOW (MGD) 0.75 DESIGN FLOW (MGD) 0.75
DESIGN FLOW (CFS) 1.1625 DESIGN FLOW (CFS) 1.1625
STREAM STD (UG/L) 17.0 STREAM STD (MG/L) 1.0
UPS BACKGROUND LEVEL (UG/L) 0 UPS BACKGROUND LEVEL (MG/L) 0.22
IWC (%) 2.69 IWC (%) 2.69
Allowable Conc. (ug/1) 631.19 Allowable Concentration (mg/1) 29.18
Ammonia as NH3
(winter)
7010 (CFS) 835
Fecal Limit 200/100ml DESIGN FLOW (MGD) 0.75
Ratio of 36.1 :1 DESIGN FLOW (CFS) 1.1625
STREAM STD (MG/L) 1.8
UPS BACKGROUND LEVEL (MG/L) 0.22
IWC (%) 0.14
Allowable Concentration (mg/1) 1136.68
For Minor domesticFor Minor domestic-tie facilities facilities:
Minimum of 2 mg/1 (summer) NH3-N; 4 mg/I (winter) NH3-N
lorine:
Residual chlorine must be capped at 28 ug/I to protect for acute toxicity effects
NPDES/Non-Discharge Permitting Unit Pretreatment Information Request Form
NPDES OR NONDISCHARGE PERMITTING UNIT COMPLETES THIS PART:
Date of Request /O L 3 COMMENTS TO PRETREATMENT UNIT:
Facility
Permit#
Region I
Recluestor (t,
Pretreatment A-F Towns-Dana Folley (ext.523)
Contact Glv1 Towns-Jon Risgaard(ext.580)
N-Z-Z wns-Deborah Gore (ext.593)
PRETREATMENT UNIT COMPLETES THIS PART:
Status of Pretreatmen Frogram.(circle.all.that apply)
1)the facility has no SIU's and does have a Division approved Pretreatment Program that is INACTIVE/
faa iry has no SIU's and does not have a Division approved'Pretreatment•Program
3)the facility has(or is developing)a Pretreatment Program
3a)is Full Program with LTMP or 3b)is Modified Program with STMP
4)the facility MUST develop a Pretreatment Program- Full Modified
5)additional conditions regarding Pretreatment attached or listed below
now Permitted MGD Actual MGD STMP time frame:
Industrial most recent
Domestic next cycle
Pollutant
(S) Check List POc din to
NPDESINon- STMP LTMP
T Discharge Required Required by Frequency at Frequency at
MP Permit Limit by EPA' 503 Sludge- PDC due W SW- Sites inc POC(Provide Ev lanatlon" .moan) effluent
BOD 4 Q M
TSS 4 Q M
NH3 4 Q M
Arsenic 4 Q M
Catlrnium 5' 4 Q M
mm Chroiu ; 4 Q M
Coope(�Af;E' "• 4 Q M
Cyanide 4 Q M
Lead;, <14r.,.�a:� 4 Q M
Mercury 4 Q M
Molybdenum 4 Q M
Nicker f":; 4 Q M
Silver 4 Q M
Selenium 4 Q M
Zinc'." 4 Q M
4 Q M
4 Q M
4 Q M
4 O M
4 Q M
4 Q M
'Always in the LTMP
"Only in the LTMP if the Portly land applies sludge all LTMP/STMP effluent data
••.Only in LTMP while the SIU is connected to the POTW on DMRs?
"'Only in LTMP when tho pollutant Is a specdtt concem to the POTW(ex Chlorides fora POTW who accepts Tenile waste) Yes
M-Monthty No (attach data)
N Comments: �A . . ,�,. . ct . available Inspreadsheet?
7... yc Z. S j -bD Yes_ No -
version 101WW t:> r�.� �.t/V-q� q.,Q—�S,��-f aeWj
V
NPDES Prelreatmenrrequest.lorm.031009 `1 _`1 , . CG �1 1 V 's e d `
Revised'.AugUS14,2000 1_ .l
YADKIN RIVER BASIN
Name of Stream Subbasin Stream Index Number Map Number Class
Rocky Creek YAD15 13-25-30-(0.3) F19SW1 C
Rocky Creek YAD15 13-25-30-(0.5) F19SW5 C HOW
Rocky Creek (Rocky River) YAD06 12-108-11 C14SW6 C
Rocky Face Branch YAD06 12-108-4 D14NE4 WS-II HOW
Rocky Ford Creek YAD10 13-20-15-1 H18NE4 C
Rocky Fork Creek (Mill stone Lake) - YAD16 13-39-8 G20SW5 WS-III
Rocky Meadow Branch YAD04 12-123-1 E18Nw3 C
Rocky River YAD10 13-17 E15SE6 C
Rocky River YAD11 13-17 E15SE6 Cy Rock River_ YAD12 _ 13-17 E15SEG C
Ocky River YAD14 13-17 _ E15SEG C
u Rocky Spring Branch YAD07 12-113-6-1 D17SE9 C—
Roten Creek YADO1 12-40-2-1 B13SE1 WS-II Tr HQW
Running Creek YAD13 13-17-31-5-2 F17SE1 C
Rushing Branch YAD10 13-20-2 H18NW7 C
Rutledge Creek YAD03 12-72-10 A16SE9 C
Saddle Mountain Creek YAD02 12-62-5 B15NW2 B Tr ORW
Sage Creek YAD02 - 12-63-4 B15NE2 WS-II Tr HOW
Salem Creek (Middle Fork Muddy Creek) 'YAD04 12-94-12-(4) - C18SW2 C
Salem Creek (Middle Fork Muddy Creek, Salem YAD04 12-94-12-(1) C18SW3 WS-TIT CA
Lake(
Sam Branch YA1506 12-108'-16-2=1 C15NW7 WS-III
Sams Creek 'YAD15 13-25-23 F19SE1 C
Sand Branch YAD04 12-117-2-1 E17SE4 C .
Sand Branch YAD09 13-2-10-2 E19SW4 C
Sand Branch YAD09 13-2-19-1-(1) F19NW4 C
Sand Branch YAD09 13-2-19-1-(2) F19NW4 WS-IV
Sand Branch ,YAD15 13-25-36-2 G19NE2 'C
Sandy Creek =01 12-40-3-3 C13NE2 WS-II Tr HOW
Sandy Creek YAD04 12-100-2 D17SE4 C
Sandyberry, Creek YAD02 12-55 C15NE2 C
Sarrett Branch =01 12-19-17 C12SE9 C Tr
Savannah Branch YAD17 13-47-1-1 H17SEG C
Savannah Creek YAD10 13-26 H19NW1 WS-IV
Sawmill Branch YAD04 12-94-13-2 C18SW6 C
Sawmill Branch YAD05 12-102-7 C16SE7 C
Scaly Bark Creek YAD13 13-17-31-2 F18SW4 C
Scott Branch YAD15' 13-25-2-1 E19NE7 C
Seaburn Branch YAD16 13-36 H19NE1 C
Second Creek YAD04 12-117-2 E17SW9 C
Second Creek YAD09 13-2-6 E19SW1 C
Second Creek (North Second Creek) YAD06 12-108-21 E16NE4 C
Second Creek Arm of High Rock Lake YAD04 12-117-(1) E17SE1 WS-V&B
Second Creek Arm of High Rock Lake YAD04 12-117-(3) E17SE2 WS-IV&B
Seed Cane Creek YAD03 12-72-7 B16NE1 C
Setman Branch YAD06 12-108-21-4-1 E16NE2 C
Setzer Creek YAD01 12-15-1 C12SE7 C Tr
Shallow Ford Lakes YAD02 12-82-1 C17SW2 WS-IV
Shaw Creek YAD17 13-47-2-4 H18NW8 C
Sheek Creek YAD02 12-89 C17SW7 WS-IV
Shell Creek YADO1 12-26-8 C13NW9 C
Sherman Branch YAD12 13-17-17-1 G16NE1 C
Shinns Creek YAD06 12-108-21-3-1-3 E15NE5 C
Sides Branch YAD04 12-94-13-6 C17SE9 C
Page 21 of 27
Report Date: 12110103
North Carolina Waterbodies Listed by Subbasin Records Found: 114
Search Parameters:
Note:Waterbodies are listed in more than one Subbasin if(hey cross Subbasin boundaries.
Subbasin: 03-07-74
Class:
Name:
Desc:
Index#:
Name of Stream Description Curr.Class Date Prop.Class Basin Stream Index#
Subbasin#03.07-14 ^:
Rocky River From source to Pee Dee River C 08/03/92 Yadkin 13-17
Island Creek From source to Rocky River C 09/01/74 Yadkin 13-17-26
Cumcumber Creek From source to Island Creek C 09/01/74 Yadkin 13-17-26-1
Crisco Branch From source to Rocky River C 08/03/92 Yadkin 13-17-27
Coldwater Branch From source to Rocky River C 08/03/92 Yadkin 13-17-28
Gilberts Creek From source to Rocky River C 09/01/74 Yadkin 13-17-29
Long Creek From source to Rocky River C 09/01474. .Yadkin 13-17-31 _
Murray rroni source tc Rocky Piver' 04/n1'/7t _ Yadkin 13-17-32'.
Alligator Branch From-source to Murray Branch -C 04/O1/71 Yadkin - 13-17-32-1 '
HaWlBranch From source'to Alligator C 04/O1%71 Yadkin 13-17-32-1-1
Branch '. ..
Stillhouse Branch From source to Rocky River C 04/01/71 Yadkin 13-17-33
Spears Branch From source to Rocky River C 04/01/71. Yadkin 13-.17-34 . '
Cedar Branch . From source to Rocky River C 04/01/71 Yadkin 13-17,35
Richardson Creek From source to a point 0.2 WS-IV 08/03/92 _ .Yadkin. 13-17-36-(1)
mile downstream of mouth
of Beaverdam Cr. '
.Adams Branch From source to Richardson WS-IV 08/03/92 Yadkin 13-17-36-2
Creek . .
Beaverdam Creek From source to Richardson WS-IV 08/03/92 Yadkin 13-17-36-3
Creek
Richardson From a point 0.2 mile WS-IV;CA 08/03/92 Yadkin 13-17-36-(3.5)
Creek (Lake Lee) downstream of mouth of -'-- '
Beaverdam Creek to Monroe
Water Supply Dam
Little Richardson From source to a point 0.6 WS-IV 08/03/92 Yadkin 13-17-36-4-(0.5)
Creek (Lake mile upstream of Buck Branch
Monroe)
Buck Branch From source to a point 0.5 WS-IV 08/03/92 Yadkin 13-17-36-4-1-(l)
mile upstream of mouth
Buck Branch From a point 0.5 mile WS-IV;CA 06/03/92 Yadkin 13-17-36-4-1-(2)
upstream of mouth to
Little Richardson Creek
Little Richardson From a point 0.6 mile WS-IV;CA 08/03/92 Yadkin 13-17-36-4-(2)
Creek (Lake upstream of Buck Creek to
Monroe) Richardson Creek
Page I of 5
SOC Priority Project: No
To: Permits and Engineering Unit
Water Quality Section
Attention: Charles Weaver
Date: October 21, 2003
NPDES STAFF REPORT AND RECOMMENDATIONS
County: Stanly
NPDES Permit No.: NCO021628 �—
MRO No.: 03-90 iI J
OCT 2 3 2003
PART I - GENERAL INFORMATION
1. Facility and address: Town of Norwood WWTP —{-
Post Office Box 697
Norwood, N.C. 28128
2. Date of investigation: September 24, 2003
3. Report prepared by: Michael L. Parker, Environmental Engineer II
4. Person contacted and telephone number: Mr. Morris Greg, ORC; 704-474-4191 (WWTP)
5. Directions to site: The WWTP site is located on the left (east) side of Highway 52, approx.
0.3 miles south of the junction of Highway 52 and SR 1768, south of the Town of Norwood.
6. Discharge point(s), list for all discharge points: -
Latitude: 350 11' 35"
Longitude: 800 06' 45"
Attach a USGS map extract and indicate treatment plant site and discharge point on map.
USGS Quad No.: G 18 NE
7. Size (land available for expansion and upgrading): There is limited area available for the
construction of additional W WT facilities, if necessary.
8. Topography (relationship to flood plain included): Rolling, 3-8% slopes. The WWTP site is
not located within a flood plain area.
9. Location of nearest dwelling: The nearest dwelling is approximately 1000+ feet from the
WWTP site.
Page Two
10. Receiving stream or affected surface waters: Rocky River
a. Classification: C
b. River basin and subbasin No.: Yadkin 03-07-13
C. Describe receiving stream features and pertinent downstream uses: The receiving
stream is of considerable size (15-20 yards wide x 1-4 feet deep) at the point of
discharge. The surrounding area is generally Waal with agriculture being the primary
use. The river receives a significant amount of domestic and industrial wastewater
from permitted point source dischargers upstream. There are no known water intakes
located on this river.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. �'olu, ,e of wastewater: 0.750 MGD (Design Capacity)
b. Current permitted capacity: 0.750 MGD.
C. Actual treatment capacity: 0.750 MGD.
d. Description of existing treatment works: The existing W WT facilities consists of a
flow splitter box followed by dual bar screens (one mechanical and one manual), a
grit chamber, a parshall flume, an ultrasonic flow recorder with totalizer, dual
aeration basins (concrete lined) with floating surface aerators, dual secondary
clarifiers, a chlorine contact basin with gaseous disinfection facilities, two (2) sludge
drying beds and a stand-by power generator.
e. Description of proposed treatment works: None proposed at this time.
f. Possible toxic impacts to surface waters: The Town has been very successful in
passing toxicity test performed at this facility. The prevalent toxic constituents
identified in the waste stream were copper and zinc although not at levels considered
to be toxic. Chlorine is used for disinfection.
g. Pretreatment program (POTWs only): Not required.
2. Residuals handling and disposal scheme: Residuals are removed from the drying beds and
placed in a dumpster furnished by the Uwharrie Environmental Landfill located in Troy, NC.
When the dumpster is full, the residuals are transported back to Troy for disposal in the
landfill.
6. Treatment plant classification: Less than 5 points; no rating.(include rating sheet). Class III
7. SIC code(s): 4952 Wastewater code(s): 01 MTU code(s): 02008
Page Three
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grants funds (municipals only)? This
facility was constructed with public monies.
2. Special monitoring requests: None at this time.
3. Additional effluent limits requests: None at this time.
PART IV - EVALUATION AND RECOMMENDATIONS
The WWT facility serving the Town of Norwood was well operated and maintained on the
day of the site inspection. The ��,�WTP is currently averaging = 50% of its hydraulic capaci y. All
WWT units were in good operational condition at the time of the site visit.
The Town does not propose any changes to the WWTP and/or Permit at this time. Upon
receipt and review of the draft permit, there may be a need for additional WWT facilities should the
draft incorporate additional and/or more stringent effluent limitations.
Pending a final review/approval of this request by the NPDES Unit, it is recommended that
the NPDES Permit for this facility be renewed.
Signature of Report Prepazer Date
�i l"z o
Water Quality Regi nal Supervisor Date
hAdsr\dsr03\nor ood.sr
TOWN OW NORWOOD
R b
116 South Main Street; P.O. Box 697 tr
Nonwood, North Carolina 28128 �?
(704)474-3416; FAX: (704) 474-3201 AUG z (off
E-mail: townofnonvoodalltel.net 7[7Q3
(a�.
De;R
O --// PDi,;T SDUR'FI DU+tlry
"p" LE 6RlN,L'R
ADMINISTRATOR
August 14, 2003
NCDENR/Water Quality/Point Source Branch
1617 Mail Service Center
Raleish. NC 27699-1617
Attn: Mrs. Valery Stephens
Dear Mrs. Stephens:
Please accept Norwood's application to renew the permit for the Norwood wastewater facility.
The only changes at the facility have been those in maintenance. Over 10,000 ft. of new 18-inch
outfall line was installed from the plant to the Norwood town limits.
1 feel the plant is operating satisfactorily, and the personnel are conscientious of their
responsibilities and do a good job.
If we have completed the application incorrectly, or if it is incomplete, please let us know and we
will gladly correct any mistakes or remit more information.
Sincerely,
WIGHT SMITH
Town Adminisfrafor
D.S/p!
Enclosure
ToWN ow NoftwoOD
116 South Main Street; P.O. Box 697
Norwood,North Carolina 28128
(704) 474-3416; FAX: (704) 474-3201
E-mail: townofnorwood(a).alltel.net
O�tcc o�:
ADMINISTRATOR
August 14, 2003
NCDENR/Water Quality/Point Source Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Attn: Mrs. Valery Stephens
Dear Mrs. Stephens:
The sludge at the Norwood wastewater plant is stored until it is dried, and then it is placed in a
dumpster furnished by the Uwharrie Environmental Landfill located in Troy, North Carolina.
Troy is approximately 18 miles from Norwood.
The sludge is deposited at the landfill in Troy at a price of approximately $35.00 per ton plus
hauling fees.
Norwood officials hope to find a better way of handling sludge in the future, such as land
application. At the present time, the landfill seems to be the best option.
Sincerely,
DWIGHT SMITH
Town Adminirfrafor
DS/pl
Enclosure
,FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
NORWOOD WWTP--NCO021628 RENEWAL YADKIN/PEE DEE
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.B. 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>_0.1 mgd. All treatment works that have design flows
greater than or equal to 0.1 million gallons per day must complete questions B.1 through B.6.
C. Certification. All applicants must complete Part G(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):
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 submit results of toxicity testing.
F. 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:
1. All 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).
y
Ytx LL APP_LIC NTS MUST}COMPLETEIPART C!(CERTIFICATION
-ti
EPA Form 3510-2A(Rev. 1.99). Replaces EPA forms 7650-6&7550-22. Page 1 of 22
FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
NORWOOD WW -- RENEWAL YADKIN—PEE DEE
�A1(0 EU
All treatment works must complete questions A.1 through A.8 of this Basic Application Information Packet.
A.1. Facility Information.
Facility Name NORWOOD WASTE WATER TREAMENT PLANT
Mailing Address P.O. BOX 697
NORWOOD,NORTH CAROLINA 28128
Contact Person GREG MORRIS
Tale ORC
Telephone Number (704) 474-4191
Facility Address 6896 HWY 97 CnTTTtT
(not P.O.Box) NORWOOD NORTH CAROLINA 28128
A.2. Applicant Information. If the applicant is different from the above,provide the following:
Applicant Name '
Mailing Address
Contact Person
Title
Telephone Number ( )
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 0021628 PSD
UIC Other
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
Total population served
EPA Form 3510-2A(Rev. 1-99). Replaces EPA forms 7550.6 8 7550-22. - Page 2 of 2'
FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
NORWOOD WWTP 14CO021628 RENEW PERMIT YA12KIN-PRE
A.5. Indian Country.
a. Is the treatment works located in Indian Country?
❑ Yes {]h No
b. Does the treatment works discharge to a receiving water that is either in Indian Country or that is upstream from(and eventually flows
through)Indian Country?
❑ Yes El No
A.B. Flow. Indicate the design flow rate of the treatment plant(i.e.,the wastewater flow rate that the plant was built to handle). Also provide the
average daily flow rate and maximum daily flow rate for each of the last three years..Each year's data must be based on a 12-month time period
with the 12' month of"this year''occurring no more than three months prior to this application submittal.
a. Design flow rate 2 mgd
Two Years Ago Last Year This Year
b. Annual average daily flow rate 0 , 503 0 . 397 0. 390
C. Maximum daily flow rate 0,782 0.605 0 .764
A.7. Collection System. Indicate the type(s)of collection,system(s)used by the treatment plant. Check all that apply. Also estimate the percent
contribution(by miles)of each.
Of Separate sanitaN sewer %
❑ Combined storm and sanitary sewer - % .
A.8. Discharges and Other Disposal Methods.
a. Does the treatment works discharge effluent to waters of the U.S.? F] Yes ❑ No "
If yes,list how many of each of the following types of discharge points the treatment works uses:
1. Discharges of treated effluent
ii. Discharges of untreated or partially treated effluent 0
iii. Combined sewer overflow points 0
iv. Constructed emergency overflows(prior to the headworks) 0
V. Other 0 0
b. Does the treatment works discharge effluent to basins,ponds,or other surface impoundments
that do not have outlets for discharge to waters of the U.S.? ❑ Yes No
If yes,provide the follovng for each surface impoundment
Location:
Annual average daily volume discharge to surface impoundment(s) mgd
Is discharge ❑ continuous or ❑ intermittent?
C. Does the treatment works land-apply treated wastewater? ❑ Yes ® No
If yes,provide the following for each land application site:
Location:
Number of acres:
Annual average daily volume applied to site: mgd
Is land application ❑ continuous or ❑ intermittent?
d. Does the treatment works discharge or transport treated or untreated wastewater to another
treatment works? ❑ Yes 9 No
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 3 of 22
FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
NORWOOD WWT --NCOb21628
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).
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.8-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 site(s)if applicable):
Annual daily volume disposed by this method:
Is disposal through this method ❑ continuous or ❑ intermittent?
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 4 of 22
'FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
NO
WASTEWATER DISCHARGES:
If you answered"Yes"to question A.B.a,complete questions A.9 through A.12 once for each outfall(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
Ap,go to Part "Additional Application Information for Applicants with a Design Flow Greater then or Equal to 0.1 mgd."
A.9. Description of Outfall.
a. Outfall number 001
b. Location T4wv 99 cnTTTE WnRwonn 28128
(City or town,if applicable) (Zip Code)
STANLY NORTH CAROLINA
(County) (State)
35-11-35 80-06-45
(Latitude) (Longitude)
C. Distance from shore(if applicable) h.
d. Depth below surface(if applicable) tt.
e. Average daily flow rate mgd
I. Does this ouHall 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:
g. Is outfall equipped with a diffuser? ❑ Yes ❑ No
A.10. Description of Receiving Waters. -
a. Name of receiving water ROCKY RIVER
b. Name of watershed(if known) YADKIN--PEE DEE RIVER BASIN
United States Soil Conservation Service 14-digit watershed code(if known):
C. Name of State Management/River Basin(if known):
United States Geological Survey 8-digit hydrologic cataloging unit code(if known):
d. Critical low flow of receiving stream(if applicable)
acute cis chronic cis
e. Total hardness of receiving stream at critical low flow(if applicable): mg/I of CaCO3
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 5 of 22
FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
NORWOOD WWTP—NCO'021628 RENEWAL YADKIN—PEE DEE
A.11. Description of Treatment
a. What level of treatment are provided? Check all that apply.
n Primary ❑ Secondary
❑ Advanced ❑ Other. Describe:
b. Indicate the following removal rates(as applicable):
Design SODS removal or Design CB005 removal 85 %
Design SS removal R R %
Design P removal %
Design N removal _/,
Other %
C. What type of disinfection is used for the effluent from this outfall? If disinfection varies by season,please describe:
CHLORINE
If disinfection is by chlorination is dechlodnation 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
it 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 QA/OC 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 .
. � '�w' '+1#, ' ,,-.,., MAXIMUMIDAILY VALUE ` a�`' k' �` °AVERAGE!DA1 YUE � �N'�
,`. e�,r PARAMETER? .o,A.a� :. -a. .'.7 as r.. ,...�
, .s �3„;�;h . •Yts 2, e E,Value" „rn, r xUnit's „ Value ; ,Units Number of Samples`'
pH(Minimum) 6 S.U.
pH(Maximum) ClS.U. ;i M t,
Flow Rate
Temperature(Winter)
Temperature(Summer)
For pH please report a minimum and a maximum dailyvalue
4" E r d r a . - " j"T " 3� `T''"a ..f'U X�"�."I" .....c r' �rVw4--xW.
.j x ^r :fi� ,. .� rrsy,� y �rq MAXIMUM DAILYRAGE DAILY DISCHARG 'yg �'rS• `r"r
a - q `-ice rANALYTICAL `- - r' $ s+Tt
s POLLl7TANT, MUMDL.�.:,
rr'yt'.S ,r3.�METHOD ;t
,JUnitss.,'„ Conc Units'—
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
BIOCHEMICAL OXYGEN SODS
DEMAND(Report one) CBODS
FECAL COLIFORM 400 1
TOTAL SUSPENDED SOLIDS(TSS) 45 .
T'`1.+
REFEF HE APPLICATION OUERYIEW$(PAGE"p1 T0`DETERMINE WHICHtOTHER°PARTS
rF� �qwa�-a..c ET
PL
.' h�� a' �"� OF FORM 2A YOUMUST COMETES v'
�.c
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 6 of 22
FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
NORWOOD WWTP-=NC0021628 RENEWAL YADKIN/PEE DEE
TWAC PP 06 i FOH , ri
+f 'ov5t
` § Zi'8'U' I
` C0�EC �� 0 R
- b t
All applicants with a design flow rate 2 0.1 mgd must answer questions BA through B.6. All others go to Part C(Certification).
B.I. Inflow and Infiltration. Estimate the average number of gallons per day that flow into the treatment works from inflow and/or infiltration.
DO NOT KNOW gpd
Briefly explain any steps underway or planned to minimize inflow and infiltration.
UPDATING CANDELON•. ROAD PUMP STATION
HAVING LINES CLEANED AND MAYBE LINED ON EASTOVER STREET
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 if one map does not show the entire
area.)
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 ouffalls 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 y4 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,or disposed.
I. 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.
B.4. 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 K]` No
If yes,list the name,address,telephone number,and status of each contractor and describe the contractor's responsibilities(attach additional .
pages if necessary).
Name:
Mailing Address:
Telephone Number: ( 1
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 8.5
for each. (If none,go to question B.6.)
a. List the ouffall number(assigned in question A.9)for each curial that is covered by this implementation schedule.
b. Indicate whether the planned improvements or implementation schedule are required by local,State,or Federal agencies.
❑ Yes 9-No
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550.6&7550-22. Page 7 of 22
FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
NORWOOD WWTP--NCO021628 RENEWAL YADKIN-PEE DEE
C. If the answer to B.5.b is'Yes,"briefly describe,including new maximum daily inflow rate(it 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 MM/DD/YYYY MM/DD/YYYY
-Begin Construction
-End Construction
-Begin Discharge
-Attain Operational Level
e. Have appropriate permits/clearances concerning other Federat/State requirements been obtained? ❑ Yes ❑ 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 discharged. 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 QA/QC requirements of 40 CFR Part 136 and other appropriate
QA/QC 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:
uka..li tit t MAJ(IMUM DAILY rri rf,: t'�- +3M:+ " .3'x ," r r€,u'+� -s , ,J r T
}' j;AVERAGE DAILY DISCHARGE =i,'-" '=n,S',a• ''�
T��4POLL ANi��y. `o �'��"DISCHARGES 4�
,�`rx�:^cf . 's dNUmbet'.of }t METMOD3= .��
tConc s Umts � 'raIN
rSamples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
AMMONIA(as N)
CHLORINE(TOTAL
RESIDUAL,TRC)
DISSOLVED OXYGEN
TOTAL KJELDAHL
NITROGEN(TKN)
NITRATE PLUS NITRITE
NITROGEN
OIL and GREASE
PHOSPHORUS(Total)
TOTAL DISSOLVED SOLIDS
(TDS)
OTHER
� '}#T- t•` '".'si`z iA LL"-�;.'° k'�' t `r F`" 3✓yy :aY` .' ' '.F/ j- , 1x , � x' '° L�,` Ti
�`` s to-yk ¢ �v ct r# EN Dj,OFyPARTTBBB�� - t` � c r rn, j
��REFER�TO THE APPLICATION OVERVIEW (PAGEi1�)�TO DETER, MI,NE�WHICH�O�,TFIER�PARTS ..
EPA Form 3510-2A(Rev. 1-99). Replaces EPA forms 7550-6&7550-22. Page 8 of 22
FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
NORWOOD WWTP--NCO021628 RENEWAL YADKIN/PEE DEE
•.BAS ,. � R t)
r•
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:
IN Basic Application Information packet Supplemental Application Information packet:
❑ Part D(Expanded Effluent Testing Data)
❑ Part E(Toxicity Testing: Biomonitoring Data)
❑ Part F(industrial User Discharges and RCRAICERCLA Wastes)
❑ Part G(Combined Sewer Systems) f
M•' yt j451�'i lr4i�.• f fMµ ; T16�R(� l+q Ln `•fi UC ATIO �
�A �4
yALLAPP61Cl�N'fS�1�15.7MPLELE 7H NG'CERTIgCN.✓y r +• i �,
3wua. 1t^.a OI- rKS.ra�w,i.Swx-...e
I 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 gathenng 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 Dwight Smith , Town Admi njstrator , �Town of Norwood., NC
Signature �• e � "�`��
Telephone number { 704) 474-3416
Date signed 8/20/03
Upon request of the permitting authority,you must submit any other information necessary to assure wastewater treatment practices at the treatment
works or identify appropriate permitting requirements. ,.
SEND COMPLETED FORMS TO:
NCDENR/ DWO
Attn: NPDES Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6 8 7550-22. Page 9 of 22