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HomeMy WebLinkAboutWQ0040984_Permit (Issuance)_20190703 a�STATE" ROY COOPER Governor ,� ~ MICHAEL S.REGAN Secretary LINDA CULPEPPER Director NORTH CAROLINA Environmental Quality July 3, 2019 Hardin Watkins, City Manager City of Burlington 4255 Lexington Avenue Burlington, NC 27216 Subject: Permit No. WQ0040984 City of Burlington Verona Subdivision Wastewater Collection System Extension Permit Guilford County Dear Mr. Watkins: In accordance with your application received June 21, 2019, we are forwarding herewith Permit No. WQ0040984 dated July 3, 2019, to the City of Burlington (Permittee) for the construction and operation upon certification of the subject wastewater collection system extension. This permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions and limitations as specified therein. This cover letter shall be considered a part of this permit and is therefore incorporated therein by reference. Please pay particular attention to the following conditions contained within this permit: Condition 11.1: This permit shall not be automatically transferable; a request must be made and approved. Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained in accordance with 15A NCAC 02T.0403 or any individual system-wide collection system permit issued to the Permittee. Condition 11.7: Upon completion of construction and prior to operation of these permitted facilities,the completed Engineering Certification form with checklist attached to this permit shall be submitted with the required supporting documents to the address provided on the form. Permit modifications are required for any changes resulting in non-compliance with this permit, regulations, or the Minimum Design Criteria. [15A NCAC 02T.0116] It shall be responsibility of the Permittee to ensure that the as-constructed project meets the appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection facilities, and/or referral of the North Carolina-licensed Professional Engineer to the licensing board. Moan.cnaouraaD E dryhnml M EnWrenmenb]Oual� North Carolina Department of Environmental Quality I Division of Water Resources Winston-Salem Regional Office 1 450 W Hanes Mill Road,Suite 300 Winston-Salem, NC 27105 (336)776-9800 City of Burlington Permit No.WQ0040984 If any parts, requirements, or limitations contained in this permit are unacceptable,you have the right to request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This request must be in the form of a written petition, conforming to Chapter 150B of North Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such demands are made,this permit shall be final and binding. If you need additional information concerning this matter, please contact Justin Henderson at (336) 776- 9701 or via e-mail at justin.henderson@ncdenr.gov. Sincerely, EDocuS�igf <nedby: LJti l c. ,ider 145B49E225C94EA... for Linda Culpepper Director, Division of Water Resources by Lon Snider, Regional Supervisor Water Quality Regional Operations Section Winston-Salem Regional Office Division of Water Resources, NCDEQ cc: Homer Wade, P.E.-Borum, Wade &Associates, P.A.- hswade@borum-wade.com Ben Baxley,Town Manager-Town of Gibsonville- bbaxlev@gibsonville.net Winston-Salem Regional Office Files Water Resources Central Files PERCS (electronic copy) Page 2 of 8 �OuoNVL� NORTH CAROLINA Environmental Quality WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the City of Burlington Guilford County for the construction and operation of approximately 7,647 linear feet of 8-inch gravity sewer to serve 30 three-bedroom, 80 four-bedroom, and 30 five-bedroom homes as part of the Verona Subdivision project, and the discharge of 67,200 gallons per day of collected domestic wastewater into the Town of Gibsonville's and City of Burlington's existing sewerage system, pursuant to the application received June 21, 2019, and in conformity with 15A NCAC 02T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting data subsequently filed and approved by the Department of Environmental Quality and considered a part of this permit. This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified conditions and limitations contained therein. EDocuS�igfned<by: LJti l c.Jnder -4'B49E225C94EA... for Linda Culpepper Director, Division of Water Resources By Authority of The Environmental Management Commission Permit Number: WQ0040984 Permit Issued: July 3,2019 Page 3 of 8 SUPPLEMENT TO PERMIT COVER SHEET City of Burlington is hereby authorized to: Construct,and then operate upon certification the aforementioned wastewater collection extension. The sewage and wastewater collected by this system shall be treated in the City of Burlington's Southside Wastewater Treatment Facility in accordance with Permit Number NC0023876. Permitting of this project does not constitute an acceptance of any part of the project that does not meet 15A NCAC 02T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable;and the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable, unless specifically mentioned herein. Division approval is based on acceptance of the certification provided by a North Carolina-licensed Professional Engineer in the application. It shall be the Permittee's responsibility to ensure that the as-constructed project meets the appropriate design criteria and rules. Construction and operation is contingent upon compliance with the Standard Conditions and any Special Conditions identified below. I. SPECIAL CONDITIONS 1. This permit shall become voidable unless the agreement between CITY OF BURLINGTON and TOWN of GIBSONVILLE for the collection and final treatment of wastewater is in full force and effect. [15A NCAC 02T.0304(g)] 2. No flow in excess of the quantity permitted herein, 67,200 GPD,shall be made tributary to the subject sewer system until an application for permit modification for an increase in flow has been submitted to and approved by the Division. [15A NCAC 02T.0304(b)] II. STANDARD CONDITIONS 1. This permit shall not be transferable. In the event there is a desire for the wastewater collection facilities to change ownership, or there is a name change of the Permittee, a formal permit request shall be submitted to the Division accompanied by documentation from the parties involved, and other supporting materials as may be appropriate. The approval of this request shall be considered on its merits and may or may not be approved. [15A NCAC 02T.0116; G.S 143-215.1(d3)] 2. This permit shall become voidable unless the wastewater collection facilities are constructed in accordance with the conditions of this permit; 15A NCAC 02T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials unless specifically mentioned herein. [15A NCAC 02T.0110] 3. This permit shall be effective only with respect to the nature and volume of wastes described in the application and other supporting data. [15A NCAC 02T.0110] 4. The wastewater collection facilities shall be properly maintained and operated at all times. The Permittee shall maintain compliance with an individual system-wide collection system permit for the Page 4 of 8 operation and maintenance of these facilities as required by 15A NCAC 02T .0403. If an individual permit is not required,the following performance criteria shall be met: a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to land or surface waters, and to prevent any contravention of groundwater standards or surface water standards. b. A map of the sewer system shall be developed and shall be actively maintained. c. An operation and maintenance plan including pump station inspection frequency, preventative maintenance schedule, spare parts inventory and overflow response has been developed and implemented. d. Pump stations that are not connected to a telemetry system shall be inspected every day(i.e. 365 days per year). Pump stations that are connected to a telemetry system shall be inspected at least once per week. e. High-priority sewer lines shall be inspected at least once per every six-months and inspections are documented. f. A general observation of the entire sewer system shall be conducted at least once per year. g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina General Statute §143-215.1C. h. A Grease Control Program is in place as follows: 1. For public owned collection systems, the Grease Control Program shall include at least biannual distribution of educational materials for both commercial and residential users and the legal means to require grease interceptors at existing establishments. The plan shall also include legal means for inspections of the grease interceptors, enforcement for violators and the legal means to control grease entering the system from other public and private satellite sewer systems. 2. For privately owned collection systems, the Grease Control Program shall include at least bi- annual distribution of grease education materials to users of the collection system by the permittee or its representative. 3. Grease education materials shall be distributed more often than required in Parts (1) and (2) of this Subparagraph if necessary to prevent grease-related sanitary sewer overflows. i. Right-of-ways and easements shall be maintained in the full easement width for personnel and equipment accessibility. j. Documentation shall be kept for Subparagraphs(a)through (i)of this Rule for a minimum of three years with exception of the map, which shall be maintained for the life of the system. 5. The Permittee shall report by telephone to a water resources staff member at the Winston-Salem Regional Office,telephone number (336) 776-9800, as soon as possible, but in no case more than 24 hours, following the occurrence or first knowledge of the occurrence of either of the following: a. Any process unit failure,due to known or unknown reasons,that renders the facility incapable of adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage or breakage, etc.; or b. Any SSO and/or spill over 1,000 gallons; or c. Any SSO and/or spill, regardless of volume,that reaches surface water Page 5 of 8 Voice mail messages or faxed information is permissible, but this shall not be considered as the initial verbal report. Overflows and spills occurring outside normal business hours may also be reported to the Division of Emergency Management at telephone number (800) 858-0368 or (919) 733-3300. Persons reporting any of the above occurrences shall file a spill report by completing and submitting Part I of Form CS-SSO (or the most current Division approved form) within five days following first knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to ensure that the problem does not recur. Part 11 of Form CS-SSO(or the most current Division approved form) can also be completed to show that the SSO was beyond control. [G.S. 143-215.1C(a1)] 6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater to the surface waters of the State. [15A NCAC 02T.0108(b)] 7. Upon completion of construction and prior to operation of these permitted facilities, the completed Engineering Certification form with checklist attached to this permit shall be submitted with the required supporting documents to the address provided on the form. A complete certification is one where the form is fully executed, and the supporting documents are provided as applicable. Any wastewater flow made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions. A complete certification is one where the form is fully executed, and the supporting documents are provided as applicable. Supporting documentation shall include the following: a. One copy of the project construction record drawings(plan & profile views of sewer lines&force mains) of the wastewater collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD disk) and are defined as the design drawings that are marked up or annotated with after construction information and show required buffers, separation distances, material changes, etc. b. One copy of the supporting applicable design calculations including pipe and pump sizing,velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage, surge protection, detention time in the wet well, and force main, ability to flush low points in force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage capacities and the rotation schedule of the portable power source or pump, include travel timeframes, shall be provided. c. Changes to the project that do not result in non-compliance with this permit, regulations, or the Minimum Design Criteria should be clearly identified on the record drawings, on the certification in the space provided, or in written summary form. Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in non-compliance with this permit (including but not limited to pipe length changes of 10% or greater, increased flow, pump station design capacity design increases of 5% or greater and increases in the number/type of connections), regulations, or the Minimum Design Criteria. Requested modifications or variances to the Minimum Design Criteria will be reviewed on a case-by- case basis and each on its own merit. Please note that variances to the Minimum Design Criteria should be requested and approved during the permitting process prior to construction. After- Page 6 of 8 construction requests are discouraged by the Division and may not be approved, thus requiring replacement or repair prior to certification &activation. [15A NCAC 02T.0116] 8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until corrected. If there is an unforeseen obstacle in the field where all viable solutions have been examined, a slope variance can be requested from the Division with firm supporting documentation. This shall be done through a permit modification with fee. Such variance requests will be evaluated on a case-by-case basis. Resolution of such request shall be evident prior to completing and submitting the construction certification. [ 15A NCAC 02T.0105(n)] 9. A copy of the individual permit and construction record drawings shall be maintained on file by the Permittee for the life of the wastewater collection facilities. [15A NCAC 02T .0116] 10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 02T; the Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Station and Force Mains adopted June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an enforcement action by the Division, in accordance with North Carolina General Statutes§143-215.6A through §143- 215.6C, construction of additional or replacement wastewater collection facilities, and/or referral of the North Carolina-licensed Professional Engineer to the licensing board. [15A NCAC 02T.0108(b-c)] 11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the creation of nuisance conditions,the Permittee shall take immediate corrective action, including those as may be required by this Division, such as the construction of additional or replacement facilities. [15A NCAC 02T.0110; 15A NCAC 02T.0108(b)] 12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes, rules, regulations,or ordinances that may be imposed by the Division any other Federal,State,or Local government agencies which have jurisdiction or obtaining other permits which maybe required by the Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)] Page 7 of 8 CERTIFICATION CHECKLIST To be completed by the certifying engineer prior to operation of the permitted sewers, per 15A NCAC 02T.0116. Certifying Engineer: Certification Review Date: Verona Subdivision: WQ00 Project County: 1) Has permittee information changed since the permit was issued (or last modified): change of mailing address, change of ownership, transfer from developer to HOA/POA, etc. ❑ Yes ❑ No • If yes, please provide either a change of ownership form or new contact information. Note that transfer of permits from the developer to the HOA/POA must occur with the first certification. 2) Have the as-built drawings have been signed,sealed,and dated by an N.C. PE? ❑ Yes ❑ No 3) Final Engineering certification? ❑ Yes ❑ No • If Partial Engineering certification, provide detailed narrative including what is being certified in the current phase,what was previously certified (if applicable),and what is left to be certified. 4) Adequate information related to sewer lines: ❑ Yes ❑ No ❑ N/A • Three feet minimum cover has been provided for all sewers unless ferrous pipe was installed. • Minimum diameters for gravity sewers are 8-inches for public lines and 6-inches for private lines. • Manholes have been installed: At the end of each line, at all changes in grade, size, or alignment, at all intersections, and at distances not greater than 425 feet; minimum diameter shall be 4 feet (48-inches). 5) Adequate information related to pump stations: ❑ Yes ❑ No ❑ N/A • Ensure power reliability option was selected per 15A NCAC 02T.0305(h). 6) Was project construction completed in accordance with all of the following: ❑ Yes ❑ No ❑ N/A • 15A NCAC 02T, Minimum Design Criteria (MDC)for the permitting of Gravity Sewers (latest version), and MDC for the Permitting of Pump Stations and Force Mains (latest version)? If not, a variance approval is required in accordance with 15A NCAC 02T.0105(b), prior to certification and operation. • Contact the Central Office to discuss the variance to determine a course of action. • Applicant must submit two copies of the variance request form, plans, specifications, calculations, and any other pertinent information to the Central Office (one hard copy, one digital copy). • The central office will review the variance request, and if approvable, specific language regarding the variance will be incorporated into the permit, either via a special condition or a supplementary letter. A copy of the reissued permit with variance language or the variance letter must be maintained with the original documents. 7) Does the project contains high priority lines(15A NCAC 02T .0402(2))? ❑ Yes ❑ No • If yes,ensure that the permit already contains the necessary condition related to high priority lines 15A NCAC 02T.0403 (a)(5). If the permit does not include this language,the Fast Track reviewer will reissue the permit with the appropriate language. 8) Are Permit modifications are required for any changes resulting in non-compliance with this permit(including but not limited to pipe length changes of 10%or greater,change in flow,pump station design capacity design change of 5%or greater,and/or change in the number/type of connections)? ❑ Yes ❑ No • If yes, a permit modification request must be submitted to the appropriate Regional Office, and a modified permit with revised certification must be issued prior to certification and operation. NC DWR—Water Quality Regional Operations Section 450 W Hanes Mill Road,Suite 300 Winston-Salem,NC 27105 Winston-Salem Regional Office Phone:(336)776-9800 FAX:(336)776-9797 FAST TRACK SEWER ENGINEERING CERTIFICATION PERMITTEE: CITY OF BURLINGTON PERMIT#: WQ0040984 PROJECT: VERONA SUBDIVISION ISSUE DATE: JULY 3, 2019 This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of this permit until the Division has received this Certification and all required supporting documentation. It should be submitted in a mannerthat documents the Division's receipt. Send the required documentation the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom. Any wastewater flow made tributary to the wastewater collection system extension prior to completion of this Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up until a final certification is received. A Final Certification shall be a complete set of record drawings and design calculations regardless of whether partials have been submitted. PERMITTEE'S CERTIFICATION I,the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant to the applicable standards & requirements, the Professional Engineer below has provided applicable design/construction information to the Permittee, and the Permittee is prepared to operate & maintain the wastewater collection system permitted herein or portions thereof. Printed Name,Title Signature Date ENGINEERS CERTIFICATION I, as a duly registered Professional Engineer in the State of North Carolina, having been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the Verona Subdivision and location as referenced above for the above Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the following construction: for the construction and operation of approximately 7,647 linear feet of 8-inch gravity sewer to serve 30 three-bedroom, 80 four-bedroom, and 30 five-bedroom homes as part of the Verona Subdivision project, and the discharge of 67,200 gallons per day of collected domestic wastewater into the Town of Gibsonville's and City of Burlington's existing sewerage system ; such that the construction was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials. ................................................: North Carolina Professional Engineer's Seal w/signature & date: ❑ Final ❑ Partial (include description) Certification Comments/Qualifiers(attach if necessary): ...............................................: NC DWR—Water Quality Regional Operations Section 450 W Hanes Mill Road,Suite 300 Winston-Salem,NC 27105 Winston-Salem Regional Office Phone:(336)776-9800 FAX:(336)776-9797 ll 1 t V P, NC Department of li n g i n c c.r s Environmental Quality j ��. Planners Received surveyors JUN 21 2019 Borum , 4Vatic and .� .,ociates , P , A . -,`.i Winston-Salem �f Regional Office June 20, 2019 Justin Henderson North Carolina Department of Environment Quality Water Quality Section Winston-Salem Regional Office 450 W. Hanes Mill Road, Suite 300 Winston-Salem, NC 28405 Regarding: Verona Subdivision Hwy 70- Burlington Road Burlington, NC I Dear Mike: Please find attached fast track application for the gravity sewer line for the above referenced project. Included in this package are the following: 1. One original and one copy of the Fast Track Application 2. One check for $480 3. One original and one copy of the Downstream Sewer Flow Tracking/Acceptance Form 4. One original and one copy of the USGS Topographic map and street level map The proposed sanitary sewer extension will serve 30 —three bedroom, 80-four bedroom, 30—five bedroom homes for Verona Subdivision, Phases 1-4 . The project is located on NC Highway 70 (Burlington Road) in Burlington, North Carolina. The sewer extension will tie into the existing Town of Gibsonville's 12" sanitary sewer located near Highway 70. The extension will consist of 7140 linear feet of 8" SDR 35 and 507 linear feet of 8" DIP sanitary sewer line. The proposed extension will be owned and maintained by the City of Burlington. Please call if you have any questions. Very Truly Yours, Matt Williams, P.E. Enclosures 621 F:u?ene Court, Suite 100, Greensboro, NC 27401-2711 ' 110 Box 21882, Greensboro. NC '_74211 1882 Phone 13b-273-0471 • Fax ii6-275-1719 VA'rb,ita- %x u'o_bor a ni o—,, 1,_...:'p_ NC License 4. C 0808 State of North Carolina DWR Department of Environmental Quality Division of Water Resources 15A NCAC 02T.0300—FAST TRACK SEWER SYSTEM EXTENSION APPLICATION Division of Water Resources PTA 04.16&SUPPORTING DOCUMENTATION Application Number: Wk"107KI (tobecompletedbyDWR) All items must be completed or the application will be returned 1. APPLICANT INFORMATION: I. Applicant's name: City of Burlington(company,municipality,HOA,utility,etc.) 2. Applicant type: ❑Individual ❑Corporation ❑General Partnership ❑Privately-Owned Public Utility ❑Federal ❑State/County ®Municipal ❑Other 3. Signature authority's name:Hardin Watkins per 15A NCAC 02T.0I06fb) Title:Manager NC Department of 4. Applicant's mailing address:4255 Lexington Avenue Environmental Quality Received City:Burlington State:NC Zip:27216-_ 5. Applicant's contact information: JUN 21 2019 Phone number:(32 -SN22 Email Address:hwatkins ci.burlington.nc.us Winston-Salem 11. PROJECT INFORMATION: Regional Office - I. Project name: Verona Subdivision 2. Application/Project status: ®Proposed(New Permit) ❑Existing Permit/Project If a modification,provide the existing permit number:W000_ and issued date: If new construction but part of a master plan,provide the existing permit number: W000 3. County where project is located:Guilford 4. Approximate Coordinates(Decimal Degrees): Latitude: 36.076389` Longitude:-79 550278" 5. Parcel ID(if applicable): 103339 (or Parcel ID to closest downstream sewer) Ili. CONSULTANT INFORMATION: I. Professional Engineer:Homer S.Wade License Number: 10771 Firm:Bomm.Wade&Associates.P.A. I Mailing address:621 Eugene Court,Suite 100 City:Greensboro State:NC Zip:2740 1-- Phone number:(216)M-0471 Email Address:hswade rObomm-wade.com IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION: I. Facility Name:Southside WWTP Permit Number:NC 00-23876 Owner Name:City of Burlington V. RECEIVING DOWNSTREAM SEWER INFORMATION(if different than WWTF): I. Permit Number(s):WQ_ Downstream(Receiving)Sewer Size: [&"inch System Wide Collection System Permit Numbers)(if applicable):WQCS_ Owner Name(s):Town of Gibsonville FORM: FTA 04-16 Page I of i VI. GENERAL REQUIREMENTS I. If the Applicant is a Privately-Owned Public Utility,has a Certificate of Public Convenience end Necessity been attached? ❑Yes ❑No NN/A 2. If the Applicant is a Developer of lots to be sold,has a Developer's Operational Agreement(FORM;DEV)been attached? ❑Yes ❑No NN/A 3. If the Applicant is a Home/Pro e�rtv Owners'Association has an Operational Agreement(FORM:HOA)been attached? ❑Yes ❑No NN/A 4. Origin of wastewater:(check all that apply): N Residential Owned ❑Retail(stores,centers,malls) ❑Car Wash ❑ Residential Leased ❑Retail with food preparation/service ❑Hotel and/or Motels ❑School/preschool/day care ❑Medical/dental/veterinary facilities ❑Swimming Pool/Clubhouse ❑Food and drink facilities ❑Church ❑Swimming Pool/Filter Backwash ❑Businesses/offices/factories ❑Nursing Home ❑Other(Explain in Attachment) 5. Nature of wastewater: 100%Domestic/Commercial _%Commercial _%Industrial(See I SA NCAC 02T.0103(20)) "Is there a Pretreatment Program in effect? ❑Yes ❑No 6. Hasa Bow reduction been approved under ISA NCAC 02T.0114(f)? [] Yes N No ➢ If yes.Provide a copy of flow reduction approval letter 7. Summarize wastewater generated by project: Establishment Type(see 02T.0114(111 Daily Design Flow'•b No.of Units Flow Three Bedroom Homes 360 gal/day 30 10,800 GPD Four Bedroom Homes 480 gal/day 80 38,400 GPD Five Bedroom Homes 600 gal/day 30 18,000 GPD i i gaU GPD j gaU GPD gal/ GPD Total 67,200 GPD a See 15A NCAC 02T 0114(b) (d) (e)(1)and(e)(2)for caveats to wastewater design flow rates(i.e.,minimum flow per dwelling;proposed unknown non-residential development uses;public access facilities located near high public use areas; and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined in G.S.42A-41. b Per 15A NCAC 02T.0I 14(c),design Bow rates for establishments not identified[in table ISA NCAC 02T.01141 shall be determined using available flow data,water using fixtures,occupancy oroperation patters,and other measured data. 8. Wastewater generated by project:_GPD(per 15A NCAC 02T.0114) Y Do not include future flows or previously permitted allocations If permitted flow is zero,indicate why: ❑Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line ❑Flow has already been allocated in Permit Number:_ ❑Rehabilitation or replacement of existing sewer with no new flow expected Other(Explain): _ FORM:FTA 04-16 Page 2 of 5 VII. GRAVITY SEWER DESIGN CRITERIA(If Applicable)-O2T.0305&MDC(Gravity Sewers): I. Summarize gravity sewer to be permitted: Size(inches) Length(feet) Material 8" 7140 VCP \ \ 8" 507 DIP I ' Y Section 11& III of the MDC for Permitting of Gravity Sewers contains information related to design criteria Section III contains information related to minimum slopes for gravity sewers) ➢ Overaizing lines to meet minimum slope requirement is not allowed and a violation of the MDC Vlll. PUMP STATION DESIGN CRITERIA(If Applicable)—02T.0305& MDC(Pump Stations/Force Mains): COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT I. Pump station number or name: 2. Approximate Coordinates(Decimal Degrees):Latitude: Longitude: 3. Design flow of the pump station: _millions gallons per day(firm capacity) 4. Operational point(s)of the pump(s): —gallons per minute at—feet total dynamic head(TDH) 5. Summarize the force main to be permitted(for this Pump Station): Size(inches) Length(feet) Material 6. Power reliability in accordance with 15A NCAC 02T.0305(h)(I): ❑ Standby power source or pump with automatic activation and telemetry-15A NCAC 02T.0305(h)(1)(B), D Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day Must be permanent to facility Or if the pump station has an average daily flow less than 15,000 gallons per day: ❑ Portable power source with manual activation,quick-connection receptacle and telemetry- 15A NCAC 02T ,0305(h)(1)(C) or ❑ Portable pumping unit with plugged emergency pump connection and telemetry- 15A NCAC 02T.0305(h)(1)(C): Y It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant(drafl agreement) and is compatible with the station. ➢ If the portable power source or pump is dedicated to multiple pump stations,an evaluation of all the pump slations'slorage capacities and the rotation schedule of the portable power source or pump, including travel timefmmes,shall be provided in the case of a multiple station power outage. FORM:FTA 04-16 Page 3 of 5 IX. SETBACKS&SEPARATIONS-(02B.0200& 15A NCAC 02T.0305(0): I. Does the project comply with all separations found in 15A NCAC 02T.0305(f)&(a) ®Yes [-]No ➢ 15A NCAC 02T.0305 contains minimum separations that shall be prmovided for sewers stems: Setback Parameter* Separation Required Storm sewers and other utilities not listed below vertical 24 inches Water mains vertical-water over sewer including in benched trenches 18 inches Water mains horizontal 10 feet Reclaimed water lines vertical-reclaimed over sewer 18 inches Reclaimed water lines horizontal-reclaimed over sewer 2 feet "Any private or public water supply source,including any wells,WS-1 waters of Class I or Class 11 impounded reservoirs used as a source of drinking water 100 feet **Waters classified W S(except W S-1 or W S-V),B,SA,OR W,HQW,or SB from normal hilith water or tide elevation and wetlands see item IX.2 50 feet **Any other stream,lake,impoundment,or ground water lowering and surface drainage ditches 10 feet Any building foundation 5 feet Any basement 10 feet Top slope of embankment or cuts of 2 feet or more vertical height 10 feet Drainage systems and interceptor drains 5 feet Any swimming pools 10 feet Final earth grade vertical 36 inches ➢ 15A NCAC 0210305(a)contains alternatives where separations in T.0 cannot be achieved. ➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage ➢ if noncompliance with 02T.0305(t)or(a).see Section X of this application 2. Does the project comply with separation requirements for wetlands?(50 feet of separation) ®Yes ❑No ❑N/A ➢ See the Division's draft separation requirements for situations where separation cannot be meet ➢ No variance is required if the alternative design criteria specified is utilized in design and construction ➢ As built documents should reference the location of areas effected 3. Does the project comply with setbacks found in the river basin rules per I SA NCAC 02B.0200? ®Yds ❑No [:)N/A ➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202 4. Does the project require coverage/authorization under a 404 Nationwide or ®Yes [:]No _ individual permits or 401 Water Quality Certifications? ➢ information can be obtained from the 401&Buffer Permitting Branch 5. Does project comply with 15A NCAC 02T.0105(c)(6)(additional permits/certifications)? ®Yes ❑No Per 15A NCAC 02T.0105(c)(6),directly related environmental permits or certification applications are being prepared,have been applied for,or have been obtained. Issuance of this permit is contingent on issuance of dependent permits(erosion and sedimentation control plans,stormwater management plans,etc.). 6. Does this project include any sewer collection lines that are deemed"high-priority?" Per 15A NCAC 02T.0402,"high-priority sewer"means"any aerial sewer,sewer contacting surface waters,siphon,or sewer positioned parallel to streatnbanks that is subject to erosion that undermines or deteriorates the sewer. ❑Yes ®No ❑N/A ➢ If yes,include an attachment with details for each line,including type(aerial line,size,material,and location). High priority lines shall be inspected by the permiltee or its representative at least once every six-months and inspections documented per ISA NCAC 02T.0403(a)(5)or the permitee's individual System-Wide Collection permit. - FORM:FTA 04-16 Page 4 of 5 X. CERTIFICATIONS: I. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permittingof f Pump Stations and Force Mains(latest version),and the Gravity Sewer Minimum Design Criteria(latest version)as applicable? ® Yes ❑No If No,complete and submit the Variance/Alternative Design Request application(VADC 10-14)and supporting documents for review. Approval of the request is required Prior to submittal of the FastTrackAuolication and sunnorting documents. 2. Professional Engineer's Certification: I, mL)7rHEw L . WswZAms--- attest that this application for (Professional Engineer's name from Application Item 111.1.) has been reviewed by me and is accurate,complete and consistent with the information supplied in the plans, specifications, engineering calculations,and all other supporting documentation to the best of my knowledge. 1 further attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers(latest version),and the Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains(latest version). Although other professionals may have developed certain portions of this submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with the proposed design. NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed$10,000,as well as civil penalties up to$25,000 per violation. ,,pnnnrgrrr North Carolina Professional Engineer's seal,signature,and date CAq�� ` Q0FFSS/0, 4 SEAL . 026443 :�: sty• :' LINE �Q 3. Applicant's Certification per 15A NCAC 02T.0106(b): it 6 I q-I I Hardin Watkins, City Manager attest that this application for (Signature Authority's name&title from Application Item 1.3.) has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this application are not completed and that if all required supporting documentation and attachments are not included, this application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non- discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties, injunctive relief,and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition of this permit be violated. 1 also understand that if all required parts of this application package are not completed and that if all required supporting information and attachments are not included, this application package will be returned to me as incomplete. NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed$I0,000 as well as civil penalties up to$25,000 per violation. / Signature: uJ -- Date: FORM: FTA 04-16 Page 5 of 5 State of North Carolina Department of Environment and Natural Resources Division of Water Resources Flow Tracking/Acceptance for Sewer Extension Permit Applications (FTSE 10-18) Enity Requesting Allocation City of Burlington Project Name for which flow is being requested: Verona Subdivision Afore Ilion one FTSE-10107 cony be required for a single project ifthe owner of the IVWTP is not responsible for all pump stations along the route of the proposed wastewater flow. 1. Complete this section only ifyou are the owner of the wastewater treatment plant. a. WWTP Facility Name: South Burlington WWTP b. WWTP Facility Permit#: NCO023876 All flows are in GPD c. WWTP facility's permitted flow 12,000,000 d. Estimated obligated flow not yet tributary to the WWTP 1,628,186 e. WWTP facility's actual avg. flow 7,907,000 f. Total flow for this specific request 67,200 g.Total actual and obligated Flows to the facility 9,602,386 h. Percent of permitted flow used 80.0% 11. Complete this section for each pump station you are responsible for along the route of this proposed wastewater flow. List pump stations located between the project connection point and the WWTP (A) (B) (C) (D)=(B+C) (E)=(A-D) Design Obligated, Average Daily Approx. Not Yet Total Current Pump Station Firm Flow** Current Avg. Tributary Flow Plus (Name or Capacity, (Firm/pf), Daily Flow, Daily Flow, Obligated Available Number) GPD GPD GPD GPD Flow Capacity None The Firm Capacity of any pump station Is defined as the maximum pumped flow that can be achieved with the largest pump taken out of service. "Design Average Daily Flow is the firm capacity of the pumpstation divided by a peaking factor(pf)not less than 2.5. """A Planning Assessment Addendum shall be attached for each pump station located between the project connection point and the WWTP where the Available Capacity s 0. Downstream Facility Name(Sewer) : Gibsonvllle Back creek Outfall Downstream Permit Number: unknown 1 of 2 FTSE 10-18 State of North Carolina Department of Environmental Quality Division of Water Resources Flow Tracking/Acceptance for Sewer Extension Applications (FTSE 04-16) Entity Requesting Allocation: City of Burlington Project Name for which flow is being requested: Verona Subdivision More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump stations along the route of the proposed wastewater flow. 1. Complete this section only if you are the owner of the wastewater treatment plant. a. WWTP Facility Name: Town of Gibsonville Collection System b. WWTP Facility Permit#: WQS 00349 All flows are in MGD c. WWTP facility's permitted flow .750-Gib South Allocation d. Estimated obligated flow not yet tributary to the WWTP .037080-Gib South e. WWTP facility's actual avg. flow .211243 -Gib South f. Total flow for this specific request g. Total actual and obligated flows to the facility .262403 -Gib South It. Percent of permitted flow used 35%of Gib SouthAlloc. II. Complete this section for each pump station you are responsible for along the route of this proposed wastewater flow. List pump stations located between the project connection point and the WWTP: (A) (B) (C) (D)—(B+C) (E)=(A-D) Design Obligated, Pump Average Daily Approx. Not Yet Total Current Station Firm Flow** Current Avg. Tributary Flow Plus (Name or Capacity, * (Firm/pf), Daily Flow, Daily Flow, Obligated Available Number) MGD MGD MOD MOD Flow Capacity*** See Attached *The Firm Capacity of any pump station is defined as the maximum pumped flow that can be achieved with the largest pump taken out of service. **Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor(pi)not less than 2.5. ***A Planning Assessment Addendum shall be attached for each pump station located between the project connection point and the WWTP where the Available Capacity is<0. Downstream Facility Name(Sewer): Gibsonville- Back Creek Outfall Downstream Permit Number: Page 1 of 6 FTSE 04-16 61 jr R, Oct 4 Nx in oe 1 , I f , r I i .y a'+a '-�\[RESCEMTRb / g I � / � -• WON ARK c-.C. W TSE1T RD �.� .l. -�v'• G�11-5•E;NB_IMYRD .a �' X s �� LL �:,13UItLIN(,'I'Ol� v wN� `. `�) %' i iA KaR� USGS MAP GIBSONVILL.E NC \ � f / | % rl , t } � � ` f \ q / # \ � { mw \ {mom / \ r \| a. = , v