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HomeMy WebLinkAboutNC0048861_Permit (Issuance)_20021231NPDES DOCUINIENT SCANNIN. COVER SHEET NPDES Permit: NC0048861 Creswell WWTP Document Type: 'Permit Issuance Wasteload Allocation Authorization to Construct (AtC) Permit Modification Complete File - Historical Engineering Alternatives (EAA) Correspondence Owner Name Change Instream Assessment (67b) Speculative Limits Environmental Assessment (EA) Document Date: December 31, 2002 This document is printed on reuse paper - ignore any content on the re-srerse side NN A r&)5, 4A NCDENR Mayor W.J. White, Jr. Town of Creswell P.O. Box 68 Creswell, North Carolina 27928 Dear Mayor White: 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 December 31, 2002 Subject: Issuance of NPDES Pertnit NC0048861 Creswell WWTP Washington 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 October 30, 2002. The Scuppernong River is listed as an impaired stream on North Carolina's 303(d) list. This means that the stream does not meet all water quality standards. The Division is working toward the improvement of water quality in the Scuppernong River. If the current permit limits for facilities discharging to the Scuppernong River do not result in improved water quality, removal of discharges to the Scuppernong River may be necessary for the health of the stream. The Division believes both existing discharges and non -point sources are contributing to the degradation of the Scuppernong River; therefore, we will continue to closely monitor compliance at your facility. If noncompliance with your permit's effluent limits is shown to be a direct cause of stream degradation, the Division will recommend removal of your facility's discharge. Part III of your permit requires you to "continually evaluate all wastewater disposal alternatives and pursue the most environmentally sound alternative of the reasonably cost effective alternatives" to surface water discharge. Such an evaluation may help you find an alternative to surface water discharge that is more appropriate for your facility. The Division is currently in the process of implementing a Water Quality Standard for Total Residual Chlorine (TRC) and expects to introduce permit limits statewide in April 2003. Although TRC is not currently limited in this permit, the Division recommends that you prepare a budget and schedule construction of facility upgrades to restrict the discharge of TRC (or explore alternative methods of disinfection). Future renewals of this permit will include a TRC limit of between 17 mg/L and 28 pg/L. 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 Charles Weaver at telephone number (919) 733-5083, extension 511. cc: Central Files NPDES Unit Washington Regional Office/Water Quality Section N. C. Division of Water Quality / NPDES Unit 1617 Mail Service Center, Raleigh, NC 27699-1617 Internet: h2o.enr.state.nc.us Sincerely, DRIGINAL SIGNED BY SUSAN A. WILSON Alan W. Klimek, P.E. Phone: (919) 733-5083, extension 511 Fax: (919) 733-0719 e-mail: charles.weaver@ncmailnet Permit NC0048861 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 Creswell is hereby authorized to discharge wastewater from a facility located at the Creswell WWTP NCSR 1155 south of Creswell Washington County to receiving waters designated as the Scuppernong River in the Pasquotank River Basin in accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II and III hereof. This permit shall become effective February 1, 2003. This permit and authorization to discharge shall expire at midnight on December 31, 2007. Signed this day December 31, 2002. DRIGINAL SIGNED BY SUSAN A. WILSON Alan W. Klimek, P.E., Director Division of Water Quality By Authority of the Environmental Management Commission Permit NC0048861 SUPPLEMENT TO PERMIT COVER SHEET The Town of Creswell is hereby authorized to: 1. Operate a 0.064 MGD wastewater treatment system that includes the following components: I) Three lagoons in series • V-notch weir This facility is located at the Creswell WWTP off NCSR 1155 south of Creswell in Washington County. 2. Discharge from said treatment works at the location specified on the attached map into the Scuppernong River, a class C-Swamp water in the Pasquotank River Basin. I WO/ Of. i iI : % it .? ! - , . . ft- • ..... • _ Creswell q i• i * ........-•••• / M. ..... • ..r........ 41, / • •:,. „............St DIA& I . 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". f• • .1116 .111. • ••••• am MP. mom -1 my. m. 4,„ ate. 01r • 00 ••• I ROAD CLASSIFICATION LAW-0131Y ROAD RARO OR ouniovE0 suRFitE IJNAVROVED ROAD .111MM. MM. IIMP Latitude 35°51'28" Longitude 76°23'43" Map # 1333SW Sub -basin 30153 Stream Class Discharge Codes 01 Receiving Stream Scuppernong River Design 0 tom MGDMIIIIIPIIIMM C-Swamp SCALE 1.24 000 116!••••••••01 1 0 Fi&w:..••14 1 KILOMETER to...4411 • CONTOUR INTERVAL 5 FEET • Creswell WWTP NC0048861 Washington County • mmi . • Permit NC0048861 A (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS During the period beginning on the effective date of this permit and lasting until expiration, the Permittee is authorized to discharge from outfall 001. Such discharges shall be limited and monitored by the Permittee as specified below: EFFLUENT CHARACTERISTICS DISCHARGE LIMITATIONS MONITORING REQUIREMENTS Monthly Average Weekly Average Daily Maximum Measurement Fre9uency Sample Type Sample Location Flow . 0.064 MGD Continuous Recording Influent or Effluent BOD, 5-Day, 20°C' , 30.0 mg/L 45.0 mg/L 2/Month Composite Influent and Effluent Total Suspended Solids 90.0 mg/L 135.0 mg/L 2/Month Composite Effluent NH3 as N Monthly Composite Effluent Fecal Coliform (geometric mean) 200 / 100 ml 400 / 100 ml 2/Month Grab Effluent . Total Residual Chlorine Daily Grab Effluent Temperature Weekly Grab Effluent Total Phosphorus Quarterly Composite ' Effluent Total Nitrogen (NO2+NO3+TKN) Quarterly Composite Effluent pH3 , 2/Month Grab Effluent NOTES: 1. The monthly average effluent BOD5 concentration shall not exceed 35% of the influent value (65% removal). 2. Monitoring is required only if chlorine is used for disinfection. 3. The pH shall not be less than 6.0 standard units or greater than 9.0 standard units. There shall be no discharge of floating solids or visible foam in other than trace amounts. 15:31 ROANOKE BEACON NORTH CAROLINA WASHINGTON COUNTY. A.FFEDAVIT OF PUBLICATION Before the undersigned. a Notary Public of said County and State, duly ct>ounissioned, qualified, and authorized by law adrninister oaths, perSOnally appeared who being first duly sworn. deposes and says: that he is pub- lisher of The Roanoke Beacon engaged in the publication of a newspaper known as The Roanoke Beacon. published, is- sued. and entered as periodical mail in the Town of Plymourh. in said County and State: that hc is authorized to make this affidavit and sworn statement; that the notice or other legal advenisement, a true copy of which is attached hereto. W aa published in The Roanoke Beacon on the following dates: and that said newcpaper in which such notice, papesr, dom. merit, or legal advertiSernent was published was, at the tiMe of each and every such publication. a newspaper meeting all of the requirements and qualifications of Section 1-597 of the General Statutes of North Carolina and was a qualified newspaper within the meaning of Section 1-597 of the Gen- eral Statutes of North Carolina. Thi -Ek-• ona, Sworn t d subscribed before me, this day of ,20 0 Notary Public tiktIllta 1 %44q/plaSSi LOi,11(4410. itnie 7. 7044 . .... 0 . . toTAR1,. ID=2527935365 _ puBLjc NOTICE • siATE:oF NORTH CAROLINA ENVIRONMENTALAIANAGEr'. MENtOOMMISsioN/Nin*S. • • • UNIT .• • 1617:11AR; SERVICE•dENTER RAIAIOH, NO 17009-4617.— NOTIFICATION OF INTENT TO ISSUE A N ROES ,WASTEWA- -TEFt PERMIT •'Ort the basis of thorough staff revieweind applicatiOn of NC Gen- eral *Stafide 143:21, Public lowy 92-500 and other lawful standards and regylations, theNarth 'Caro- . lina Environmental. Management Commission propoSeStd iisue a ,- National Pollutant DIsCharge Elimination SYstem (NP6gS): wasteWater' discharge...Permit to the person(s) listed below effec- tive 45 days frorrithe publish data of this notice. Written comments regarding the proposed permit will be accepted until 30 days afterthe pUblish.date of this notice. All corntrenti re- ceived prior to that date arecon- sid e red in the final determinations regarding the :Propooed pennit. The DireCtOr ofthe NO DiVjdien of Water Quality may decide to'hold a public treating forthe proposed permit should the Divisionreceive a significant :degree. ot Nom In- terest. • Copies of the draft perm. it and other supporting information on file used to determine conditions present in the draft permit are available upon request and pay- ment of the costs otreproduction. Mail comments and/or. requests for information to.tho NO Division of Water Quality at•the,aboye ad- dress:or; call Ms. Valery•Stegthens al (919)7334333, extanSion 520. 'Please include the NPppaperrrift number (attached) In anji cOm- munIcatIon. Interested 'persons P02/0 may also *it the blvidian.of vya- tor Quality At 512 .N., Street, Raleigh; :NC 27604-110 between the hours. of 8:00 and 5:0g p.M. ter.reiviow irtoni- tion • • : ATTACHMENT • •.• • WOE§ Perwitt Alumbse " NC00411/181 • • Town;of Creswell (WWTP), P.O.. Bo* .88. Creswelly•-NC 27928 has applied for a peernit renewal for a facility located in. Washington. County;.dischergIng treated wastewater into the ouri7.-., pemeria River in the Pasayotirk-.. Wyk Currently no beirarct7: eters are waterqualfty limited. That discharga,may.stffittet futura.allg7- cations. in this portion of the ro7, ceiving stream: • NPUES ParmIt Number , • NCO:Meal 5. : Town otRoper (WWTP), P.O,tilpx217, ; NC 2797.0 has ar4plied fbr Perinit reneWp1- for a facilitylocated in Washing..., ton County disCharging treated wantowatcr intpthe.l.lainCanalba-. Kendriolt Oreek in pie pa6guotg5k: River Batin. Currently BOD and, m oni sif!ratrogia n are wata r fitted-, ity limited. This discharge may affect; future allocations .In this portion otthe receiving stream. • PAS U Name & Description r • hv asin r pstrtj. Wetera for vvhlob Mina are required. Total CIiui Index # SubbasIn Miles the Cause of Impairment miles gem Approach Potential Sources Priotitv (Acres) Rating TMDL Status Llttk River C Sw 30-541) 30152 11,8 PS LOW Ihisolved Oxygen 11.8 "I'MDL Land Development ow Nonirrigated Crop Production Off -fitful Animal Holding/Managernent Area Onsite Wastewater Systems (Septic Tanks) Note: Swamp conditions combined with agricultural ninoffrire thought to be contributing to the impairment. Prior to TMDL development. DWQ will detennine whether low DO is due to nahual conditions. This river is on the priori*. target Iist for the attention by the NPS team. Kendrick Creek (Marker( Creek) C Sw 30-9-(1) 30153 13.2 PS pH 13.2 TMI)L Municipal Point Sources hoot. From source to US. Hwy. 64 at Roper Nonirrigated Crop Production Off-fann Animal HoldManagement Area Note: It is likely that pR and DO values an due to natural conditions. Prior to TIvIDI. development, DWQ will determine whether DO and pH values are due to natural conditions. Clean Winer Management Tmst Fund Projeet to clerin.up tmci preserve 4 water greertuny pmperty of 10,000 linear int 410111/ Kendrick Creek is underway. Front source to rrsnith of Halls Creek Kendrick Creek (Mackeys Creek) C Sw 30-941) 30153 13.2 PS Low Dissolved Oxygen 13.2 i'MDL Municipal Point Sources Lzy From source to U.S. Hwy. 64 at Roper Nonirrigated Crop Production Off-fann Animal Holding/Management Area Note: It is likely that pH' and DO values are due to natural conditions. Prior to TMDL development, DWQ &si1 determioe whether DO and pH values are due to natural conditions. Clean Water Management Trust Fund Project to elean-up and preserve a water greenway inoperty of 10,000 linear feet (Ilona Kendrick Creek is underway. Scuppernong River C Su, 30.14-441) 30153 15.2 PS pH 13.2 ThIDL Municipal Point Sources Loa, From source to mouth of Riders Creek Noninigated Crop Production (First Creek) Off-fann Animal Holding/Management Arco Specialty Crop Production Note: This river seaman is located in o swampy arta. Prior to TMDL development, DWQ will determine whether DO and pH values are due to natural conditions. Scuppernong River C Sw 30-14441) 30153 15.2 PS Low Dissolved Oxygen 15.2 "I'MI)L Municipal Point Sources From source to mouth of Riders Creek Mott Creek) NON: .:This rivet segmtnit is located inn !swampy aren. Prior to TMDL develOpment, DVVQ will determine whethe.r DO andpfl whim am due to natural conditions. Nonirrigated Crop Production Off-fann Aoimal Holding/Management AMU Specially Crop Production awarsor.41•••••••.....msa1.0........40.00.4•00410.••••••••••000.e...•••••0.•••1 km, April 3, 2000 North Carolina's 2000 § 303(d) List Part 1, PASQUOTANK, Page 27 of 112 PRINCIPLE: Organizational systems and processes are driven by Customer Focus and Satisfaction. Quality is judged by the customer (whether internal or external). All product and service attributes that contribute. value to the customer should be the foundation for the organization's quality system. Customer -driven quality is thus a strategic concept. It demands constant sensitivity to emerging customer requirements and measurement of the factors that drive customer satisfaction. It also demands awareness of developments in technology, and rapid and flexible response to customer requirements. Customer Focus and Satisfaction Objectives 1. Define customer requirements. The organization defmes near -term (1-2 years) and long-term (3 years or more) require- ments and expectations of customers. 2. Effectively manage and improve customer relationships. The organization provides effective management of its customer relationships and uses information gained from customers to improve customer relationship management processes. 3. Commit to customer satisfaction. The organization provides commitments (e.g. guaranties, warranties, and promises to customers regarding its products/services and the commitments are evaluated and improved. 4. Effectively determine customer satisfaction. The organization has effective methods for determining customer satisfaction; these methods are evaluated and improved. 5. Monitor customer feedback. Trends in the organization's customer satisfaction and trends in key indicators of customer dissatisfaction are tracked. 6. Compare customer satisfaction with similar providers. The organization compares its customer satisfaction with those of similar providers. Customer Expectations: Current and Future Customer Relationship Management Commitment to Customers Customer Satisfaction Determination Customer Satisfaction Results Customer Satisfaction Comparison To: Permits and Engineering Water Quality Section Attn: Charles Weaver Date: October 3, 2002 NPDES STAFF REPORT AND RECOMMENDATION Washington County Pennit No. NC00413861 PART 1- GENERAL INFORMATION 1. Facility and Address: Town of Creswell Wastewater Treatment Plant PO Box 68 Cromwell, NC 27928 2. Date of Investigation: August 14, 2002 3. Report Prepared By Ed Warren 4. Person(s) Contacted and Telephone Number(s): James Davenport, ORC, (252) 797-4852 5. Directions to Site: Travelling on SR 1155 approximately 0.25 miles south of Creswell, turn left onto an access path to the treatment plant lagoons. 6. Discharge Point(s): Latitude: 35° 51' 28" Longitude: 76° 23' 43" Attach USGS map extract and indicate treatment facility site and discharge point on map. USGS Quad No. USGS Quad Name: Creswell 7. Site size and expansion area consistent with application? Yes No If "No", explain: There is nothing on the application regarding expansion area. 8. Topography (relationship to flood plain included): Plant is located approximately 6 feet above MSL 9. Locafion of nearest dwelling: Nearest dwelling is approximately 200 feet from the closest lagoon. 10. Receiving stream or affected surface waters: Scuppernong River a. Classification: C-Sw b. River Basin and Subbasin No.: 03-01-53 c. Describe receiving stream features and pertinent downstream uses: Uses include fishing and boating PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS 1. a Volume of Wastewater to be Permitted: 0.064 MGD (Ultimate Design Capacity) b. Current Permitted Capacity: 0.064 MGD c. Actual Treatment Capacity: 0.064 MGD (Current Design Capacity) d. Date(s) and construction allowed by Authorizations to Construct issued in past two years: None e. Description of existing or substantially constructed wastewater treatment facilities: Three stabilization lagoons in series, effluent structure with V-Notch weir, discharge pipe to the Scuppemong River. f. Description of proposed wastewater treatment facilities None g. Possible toxic impacts to surface waters: None known h. Pretreatment Program (POIVVs only): In development Approved Should be required Not needed X Z Residuals Handling and Utilization/Disposal Scheme a - If residuals are being land applied, specify DEM permit number. Residuals Contractor: Telephone Number: b. Residuals Stabilization: PSRP PFRP Other c. Landfill: d Other disposal/utilization scheme (specify): 3. Treatment Plant Classification (attach completed rating sheet): Class 1 4. SIC Code(s): 4952 Wastewater Code(s): Primary 01 Secondary 00 Main Treatment Unit Code: 300 0 PART III - OTHER PERTINENT INFORMATION 1. !sibs facility being constructed with Construction Grant Funds, or are any public monies involved (municipals only)? NA 2. Special monitoring or limitations (induding toxicity) requests: 3. Important SOC, JOC, or Compliance Schedule dates Activity Date Submission of Plans and Specifications Begin Construction Complete Construction Achieve Compliance with Final Limits 4. Alternative Analysis Evaluation: Has the facility evaluated all of the nondischarge options available? Provide Regional perspective for each option evaluated. Spray Irrigation: Connection to Regional Sewer System: Subsurface Disposal: Other Disposal Options: 5. Other Special Item PART IV - EVALUATION AND RECOMMENDATION The Town requests that the effluent pH !knits be changed to a range of 6 to 9.5. The Regional Office recommends that the permit be reissued. Signature of Report Preparer (c- Quality Regional Supervisor /61316 2_ Date TOWN OF CRESWELL • .• 104 SOUTH 6TH STREET • P 0 BOX 68 • CRESWELL, NC 27928 Phone 257-797-4852 • Fax 252-797-7281 MAYOR COMMISSIONERS W.J. White, Jr. Victor Alexander ID. Melton TOWN CLERK Jack Patrick Penny Chapman Mn Cheryl Swain August 5, 2002 Mrs. Valery Stephens Point Source Branch 1617 Mail Service Center Raleigh, NC 27699-1617 Dear Mrs. Stephens: IJU AUG - 9 2002 rEUR - WATER OUALITY BRANCH This letter is in response to your letter of July 24, 2002 requesting a description of sludge handling and disposal for our town. We are currently operating a three lagoon sewer system which has been in service for a number of years. At this time we have had no need to implement sludge handling and disposal operations for the facility. However, as the need arises such procedures will be put in place. If further information is needed, please contact my office at your convenience. Yours truly, W.I. White, Jr. Mayor MAYOR W.J. White, Jr. TOWN CLERK Penny Chapman TOWN OF CRESWELL ••• 104 SOUTH 6T1-I STREET • P 0 BOX 58 • CRESWELL, NC 27928 Phone 252-797-4852 Fax 252-797-72E31 June 26, 2002 Mrs. Valery Stephens NC DENR/Water Quality/Point Source Branch 1617 Mail Service Center Raleigh, NC 27699-1617 Dear Mrs. Stephens: COMMISSIONERS Victor Aleocander J.D. Melton Jack Patrick Ann Cheryl Swain The Town of Creswell is requesting renewal of the NPDES Permit NC0048861. Their has been no changes at the facility since issuance of last permit. If you should have any questions, please feel free to contact my office at 252-797-4852. Yours truly, 74g..'"k4 W. J. White, Jr. Mayor pfc FACIUTY NAME AND PERMIT NUMBER: Creswell WWTP NC,0048861 PERMIT ACTION REQUESTED: Renew RIVER BASIN: Pasquotank • - . s.:......, i,i7..'• -4 .7.,..;t• -• • •70.'i •! • 7,-". ', • . ' •'• "...«''''...-.4:r..0,:...-•:',:oi•,*: .• ;....: ....,-;..g. ;I..- 7 % — T,.;;:•:- ''' • . - ';". - . — 4. : • . B4sic.AppupATioN:INFoRmATio ---,-- -.- - -v..— . .: --",i.it444f4?-, •I' , , .. ,. _,, • , .. , -. . ..:,. . -:.,.....„..-„,:-;.:„....,:;......,: r:4;.: f.;...;:j,.,! ,,,;,.:•::14,:rj.7;,::',`:. 4 '..:., -: %.;:*it.444,,f, ..,.*15: il %..102eii,;-.., 1. , .. , • '..47,17ZI •,"*:.:.,. : : . :.. . • .. • • . ! PART A. BASIC APPUCATiON INFORMAT.ION:FOKALL-APPLICANT tV4s, • 4e:i.-..<. . '•-•'-:-.F.p-f•‘-., :':i.,•: ' - • • - : : . All treatment works must complete questions A.1 through All of this Basic Application information Packet. A.1. Facility information. . Facility Name Creswell WWTP Mailing Address PO Box 68 Creswell, NC 27928 Contact Person . James M. Davenport Trtie Water and Wastewater Supt. Telephone Number (252) 797-4852 . Facility Address Fourth Street at NCSR 1155 (not P.O. Box) Creswell, NC 27928 A.2. Applicant Information. If the applicant Is different from the above, provide the following: Applicant Name Creswell WWTP 104 South Sixth Street Mailing Address Creswell, NC 27928 Contact Person W. J. White, Jr. Title Mayor Telephone Number c252) 797-4852 Is the applicant the owner or operator (or both) of the treatment works? a owner 1:1 operator . Indicate whether correspondence regarding this permit should be directed . • to the facility or the applicant. existing environmental permits that have been issued to the treatment works PSD 121 facility • applicant A.& ExisUng Environmental Permits. Provide the permtt number of any (include state -issued permits). NPDES NC0048861 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 inforrnation on the type of collection system (combined vs. separate) and its ownership (municipal, private, etc.). Name Population Served Type of Collection System Ownership Creswell 500 Sanitary Sewer Town of Creswell Low pressure Total population served less 500 EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 2 of 22 FACILITY NAME AND PERMIT NUMBER: Creswell WWTP NC0048861 PERMIT ACTION REOUESTED: Renew .... • RIVER BASIN: Pasquotank A.5. Indian Country. a. ISthe treatment works located in Indian Country? Yes 11 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 CY No A.6. Flow. Indicate the design flow rate of the treatment plant (Le., 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 12th month of this year occurring no more than three months prior to this application submittal. a. Design flow rate .064 mgd b. Annual average daily flow rate c. Maximum daily flow rate Two Years Aoo Last Year This Year .033 .036 .024 .153 .258 .056 A.T. Collection System. Indicate the type(s) of collection system(s) used by the treatment plant. Check all that apply. Also estimate the percent conhibution (by miles) of each. In Separate sanitary sewer 1 00 a 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 0 No If yes, list how many of each of the following types of discharge points the treatment works uses: I. Discharges of treated effluent 1 0 11. Discharges of untreated or partially treated effluent Combined sewer overflow points iv. Constructed emergency overflows (prior to the headworks) v. Other 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.? a Yes If yes, provide the following for each surface Impoundment: Location: 0 0 RI No Annual average daily volume discharge to surface impoundment(s) 0 mgd Is discharge a continuous or EI intermittent? c. Does the treatment works land -apply treated wastewater? a Yes M No If yes, provide the following for each land aoolication site: Location: Number of acres: Annual average daily volume applied to site: 0 mgd Is land application 0 continuous or a intermittent? d. Does the treatment works discharge or transport treated or untreated wastewater to another treatment works? 0 Yes X3 No EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 3 of 22 FACIUTY NAME AND PERMIT NUMBER: Creswell map •. NC0048861 i PERMIT ACTION REQUESTED: Renew RIVER BASIN: Pasquotank If yes, describe the mean(s) by wfilch 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 f 1 For each treatment works that receives this discharae, 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): El Yes El No If yes, provide the following for each disposal methoct Description of method (including location and size of site(s) ff applicable): Annual daily volume disposed by this method: Is disposal through this method 0 continuous Of El intermittent? EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 4 of 22 FACILITY NAME AND PERMIT NUMBER: Creswell WWTP NC0048861 PERMIT ACTION REQUESTED: Renew RIVER BASIN: Pasquotank WASTEWATER DISCHARGES: If you answered "Yes" to Question A.8.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 &Ur, go to agl, "Additional Application Information for Applicants with a Design Flow Greater than or Equal to 0.1 mgd." A.9. Description of Outfall. a. OutfaII number nni b. Location CreSWell 27,42R (City or town. If applicable) Washington NC (Zip Code) (County) (State) 350 51' 28” 76 23' 431' (Latitude) (Longitude) c. Distance from shore (if applicable) IN) ft. d. Depth betow surface (if applicable) N ft. e. Average daily flow rate .022 mgd f. Does this outfall have either an intermittent or a periodic discharge? 0 Yes rx No (go to A.9.9.) If yes, provkle the following Information: Number f times per year discharge occurs: N I A Average duration of each discharge: N itct Average flow per discharge: N mgd Months in vittich discharge occurs: Pr g. Is outletl equipped with a diffuser? 0 Yes al No A.10. Description of Receiving Waters. a. Name of receiving water Scuppernong River b. Name of watershed (if known) United States Soil Conservation Service 14-digit watershed code (if known): c. Name of State Management/River Basin (if known): Pasquotank United States Geological Survey 8-digit hydrologic cataloging unit code (if known): d. Critical low flow of receiving stream (if applicable) acute \Pt cfs chronic cfs e. Total hardness of receiving stream at critical low flow (if applicable): NI Pc mg/1 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: Creswell WW'I'P NC0048861 A.11. Description of Treatment a. Whitt level of treatment are provided? Check all that apply. 0 Primary X:1 Secondary 0 Advanced 0 Other. Describe: b. Indicate the following removal rates (as applicable): PERMIT ACTION REQUESTED: Design E3005 removal 91 Design CI3005 removal Design SS removal — Net removal after allowance for algae growth in system Design P removal Design N removal Other Renew RIVER BASIN: Pasriurtank 88 45 N/A N/A c. What type of disinfection is used for the effluent from this outfall? If disinfection varies by season. please describe: Natural Die -off Inherent in 3 -Cell Lagoon If disinfection is by chlorination is dechlorination used for this outran? 0 Yes ICJ No Does the treatment plant have post aeration? 1:1 Yes E3 No A.12. Effluent Testing Information. All Applicants that discharge to waters of the US must provide effluent testing data for the following parameters. Provide the indicated effluent testing required by the permitting authority for each outfall through which effluent is discharged. Do not include information on combined sewer overflows In this section. All information reported must be based on data collected through analysis conducted using 40 CFR Part 138 methods. In addition, this data must comply with OA/QC requirements of 40 CFR Part 138 and other appropriate CIAJQC requirements for standard methods for anaiytes 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. Outten number: oni = • • PARAMETER pH (Minimum) pH (Maximum) Flow Rate Temperature (Winter) Temperature (Summer) .phiAiiii0010*IyALUE. . 5 ,,DSLP • VERAGE DAILY VALUE •• • nl•:,. D Value:- 9.3 .0a0, U, aLo. ' Units- • rrC- c, • Number of Samples / 3CD 1 I 3 • For pH please report a minimum and a maximum daily value .mkamuisa DISCHARGE:: •. , • :AVERAGE DAILYDISCHARGE. • bona: Unl CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS BIOCHEMICAL OXYGEN DEMAND (Report one) BOD5 CBOD5 • 3. Boa adC, ; Cone;'. • as As t`'• • • Ixado° • Number of ' Samples ANALYTICAL METHOD smsa. io - PIFItoorniS me loom Ot-i TOTAL SUSPENDED SOLIDS (TSS) 6`b '4A5\ 4L-1- FECAL COUFORM -.,• e0.aq- SfY1 1Y1F-11001.4i. rno ENO: 00 PART . . •.. . • . •, . • 'REFER TO THE APPLICATION. OVERVIEW- (PAGE 71) TO. DETERMINE WHICH OTHER PARTS - sL OF FORM 2A YOU MUST COMPLETE • • • EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 6 of 22 FACILITY NAME AND PERMIT NUMBER: Creswell WWTP , NC0048861 PERMIT ACTION REQUESTED: Renew RIVER BASIN: Pasquotank . • • • . ...,.. . . . , . • •.,. , • A s ° . ' BASIC APPLICATION INFORMATION .. -.'• , . ' ' - . • Iv : : • ' • - -. ' - • .`. :. . . . PART C. CERTIFICATION ' '. •,: . - ,- : ' - ''. ''' • ' • ' --- .'..' - — - - - 1 ' ' .. . PART - AU applicants must complete the Certification Section. Refer to instructions to determine who is an officer for the purposes of this codification. 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 codification 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: L3/ Basic Application Information packet Supplemental Application Information packet: s Part D (Expanded Effluent Testing Data) 0 Part E (Toxicity Testing: Biomonitoring Data) 0 Part F (Industrial User Discharges and RCRA/CERCLA Wastes) • Part G (Combined Sewer Systems) ' . - - • . ' . • • " ' . • ; ALCAPPLICANTS MUST COMPLETE THE•FOLOWING CiFITIFICAT1014::4:••• .... . . . . 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 properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the information, the information is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false Information, including the possibility of fine and imprisonment for knowing violations. Name and official title W. J. Whit Jr. Mayor Signature 719.-2G , Telephone number i 252)797-4852 *Date signed 'RIM 27, 2002 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 & 7550-22. Page 9 of 22