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WQ0039916_Issuance of Permit_20180413
ROY COOPER Govei noi MICHAEL S. REGAN Secy etni y LINDA CULPEPPER Intel PH Du ecta Water Resources ENVIRONMENTAL QUALITY April 13, 2018 W.T. Bass, IV, P.E. Assistant Director of Public Works City of Wilson P.O. Box 10 Wilson, NC 27894 Subject: Permit No. WQ0039916 City of Wilson Eagle Farm Subdivision Section Fifteen Wastewater Collection System Extension Permit - Wilson County Dear Mr. Bass: In accordance with your application received March 2, 2018, we are forwarding herewith Permit No. WQ0039916 dated April 13, 2018, to the City of Wilson (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 This permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions and limitations as specified therein.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 permit modification request for a name change must first be approved by this office Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any individual system-wide collection system permit issued to the Permittee. It shall be the 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. 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. Division of Water Resources,Raleigh Regional Office,Watei Quality Operations Section www ncwaterquality org 1628 Mail Service Center,Raleigh,NC 27699-1628 Phone.(919)791-4200 I,ncatinn: '1800 Ran•ett Drive Raleigh NC 77609 Fa,, (Mal 7QQ_7i 60 City of Wilson Permit No.WQ0039916 If you need additional information concerning this matter, please contact Ted Cashion at (919) 791-4254 or via e-mail at ted.cashion@ncdenr.gov.y,i, Sincerely, L_ -1/ (//2A-: i-"7-21 for Linda Culpepper Interim Director, Division of Water Resources by S. Daniel Smith, Regional Supervisor Water Quality Regional Operations Section Raleigh Regional Office Division of Water Resources, NCDEQ cc: Ronnie L.Sutton, P.E., Herring-Sutton &Associates, P.A. (via email: rsutton@herring- sutton.com) Wilson County Health Department Raleigh Regional Office Files Water Resources Central Files Page 2 of 8 , North Carolina Department of Environmental Quality • STATE OF NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF 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 Wilson Wilson County for the construction and operation of approximately 830 linear feet of 8-inch gravity sewer to serve 20 three-bedroom homes as part of the Eagle Farm Subdivision Section Fifteen project, and the discharge of 7,200 gallons per day of collected domestic wastewater into the City of Wilson's existing sewerage system, pursuant to the application received March 2, 2018 and in conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 and updated in March 2008, as applicable; the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 and updated March 2008, 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-froe date of issuance until rescinded and shall be subject to the specified conditions a d limitation co- aine�er--ein. 4/',12 / , ,49?-1.X Linda Culpepper Interim Director, Division of Water Resources By Authority of The Environmental Management Commission Permit Number: WQ0039916 Permit Issued: April 13, 2018 Page 3 of 8 SUPPLEMENT TO PERMIT COVER SHEET The City of Wilson 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 Wilson's Hominy Swamp Water Reclamation Facility in accordance with Permit Number NC0023906. Permitting of this project does not constituie an acceptance of any part of the project that does not meet 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 and updated March 2008, as applicable; and the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 and updated March 2008, 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 NONE 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.0104; 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 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 and updated March 2008, as applicable; the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 and updated March 2008, 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 operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual permit is not required,the following performance criteria shall be met: [15A NCAC 02T .0108(b)]: Page 4 of 8 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 fora 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 Raleigh Regional Office, telephone number (919) 791-4200, 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: Page 5 of 8 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 Voice mail messages or faxed information is permissible, but this shall not be considered as the initial verbal report. Overflows and spills occjrring 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 Il 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 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. If the permit is issued to a private entity with an Operational Agreement,then a copy of the Articles of-Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately filed with the applicable County's Register of Deeds office shall be submitted with the certification. 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, including travel timeframes, shall be provided. Page 6 of 8 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 pipe length increases 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-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 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 2T;the Division's Gravity Sewer Design Criteria adopted February 12, 1996 and updated March 2008, as applicable; the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Station and Force Mains adopted June 1, 2000 and updated March 2008 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 .0104; 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 may be required by the Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)] Page 7 of 8 FAST TRACK SEWER ENGINEERING CERTIFICATION PERMITTEE: City of Wilson PERMIT#: WQ0039916 PROJECT: Eagle Farm Subdivision Section Fifteen ISSUE DATE: April 13, 2018 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 manner that 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 (n periodically, n weekly, n full time) the construction of the project name 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 construction 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 and updated March 2008, as applicable; the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 and updated March 2008, as applicable; and other supporting materials. North Carolina Professional Engineer's Seal w/signature & date: Final n Partial (include description) Certification Comments/Qualifiers (attach if necessary): Division of Water Resources,Raleigh Regional Office,Water Quality Opeiations Section www.newaterquality org 1628 Mail Service Center,Raleigh,NC 27699-1628 Phone.(919)791-4200 T,.o:,,i,,, :RCM Ra„•att TIrixt. P,,1�1rt1, ')-7(410 P,,,,• (0101 71ZQ_71 S0 ` , State of North Carolina Department of Environmental Quality Division of Water Resources �`" " _ -= r 15A NCAC 02T.0300—FAST TRACK SEWER SYSTEM EXTENSION APPLICATION Division of Water Resources FTA 04-16&SUPPORTING DOCUMENTATION Application Number: `"" OQ 3"6-I,1 () (to be completed by DWR) All items must be completed or the application will be returned I. APPLICANT INFORMATION: 1. Applicant's name: CITY OF WILSON(company,municipality,HOA,utility,etc.) 2. Applicant type: El Individual ❑ Corporation ❑ General Partnership ❑Privately-Owned Public Utility ❑Federal ❑ State/County ®Municipal ❑ Other 3. Signature authority's name:W.T.(Bill)Bass,N.PE per 15A NCAC 02T.0106(b) Title:ASSISTANT DIRECTOR OF PUBLIC WORK 4. Applicant's mailing address:POST OFFICE BOX 10 . ' cs as City:WILSON State:NORTH CAROLINA Zip:27894- agH 5. Applicant's contact information: o O Phone number:(252)399-2467 Email Address:bbass@wilsonnc.org a O 8^+q. 0 H. PROJECT INFORMATION: • 4:40> 1. Project name:EAGLE FARM SUBDIVISION SECTION FIFTEEN o =) 2. Application/Project status: ®Proposed(New Permit) ❑Existing Permit/Project a If a modification,provide the existing permit number:WQ00 N/A and issued date: N/A v ce If new construction but part of a master plan,provide the existing permit number:WQ000 Z 3. County where project is located:WILSON 4. Approximate Coordinates(Decimal Degrees):Latitude: 35.77118° Longitude: -77.93591° 5. Parcel ID(if applicable): 3713-57-9600 (or Parcel ID to closest downstream sewer) III. CONSULTANT INFORMATION: 1. Professional Engineer:RONNIE L. SUTTON,P.E. License Number: 10180 Firm:HERRING-SUTTON AND ASSOCIATES,P.A. Mailing address:2201 NASH STREET,NW City: WILSON State:NC Zip:27896-2201 Phone number: (252)291-8887 Email Address:rsutton@herring-sutton.com IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION: 1. Facility Name:HOMINY SWAMP WWTP Permit Number:NC 0023906 Owner Name: CITY OF WILSON V. RECEIVING DOWNSTREAM SEWER INFORMATION(if different than WWTF): 1. Permit Number(s): WQ-0016250 Downstream(Receiving)Sewer Size: 8-inch System Wide Collection System Permit Number(s)(if applicable): WQCS00021 Owner Name(s):CITY OF WILSON FORM:FTA 04-16 Page 1 of 5 a VI. •GENERAL REQUIREMENTS , 1. If the Applicant is a Privately-Owned Public Utility,has a Certificate of Public Convenience and Necessity been attached? ❑Yes ❑No ®N/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 ®N/A 3. If the Applicant is a Home/Property Owners'Association,has an Operational Agreement(FORM:HOA)been attached? ❑Yes ❑No ®N/A 4. Origin of wastewater:(check all that apply): ®Residential Owned ❑Retail(stores,centers,malls) ❑ Car Wash ❑Residential Leased LI 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 15A NCAC 02T.0103(20)) >Is there a Pretreatment Program in effect? ❑Yes ❑No 6. Has a flow reduction been approved under 15A NCAC 02T.0114(f)? ❑Yes ®No ➢ lives,provide a copy of flow reduction approval letter 7. Summarize wastewater generated by project: Establishment Type(see 02T.0114(f)) Daily Design Flow a'b No.of Units Flow SINGLE FAMILY RESIDENTAL 3-BR 360 gal/day 20 7,200 GPD gal/ GPD gal/ GPD gall GPD gal/ GPD gal/ GPD Total 7,200 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-4). b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 021.0114] shall be determined using available flow data,water using fixtures,occupancy or operation patterns,and other measured data. 8. Wastewater generated by project:7,2000 GPD(per 15A NCAC 02T.0114) ➢ 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)-02T.0305&MDC(Gravity Sewers): • 1. Summarize gravity sewer to be permitted: Size(inches) Length(feet) Material 8 665 SDR-35 PVC 8 165 Ductile Iron > Section II&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 sewer(s) ➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC VIII. PUMP STATION DESIGN CRITERIA(If Applicable)—02T.0305&MDC(Pump Stations/Force Mains): COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT 1. 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)(1): ❑ Standby power source or pump with automatic activation and telemetry- 15A NCAC 02T.0305(h)(1)(B): ➢ 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): > It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant(draft 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 stations' storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, 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(f)): 1. Does the project comply with all separations found in 15A NCAC 02T.0305(f)&(g) ®Yes ❑No > 15A NCAC 02T.0305(f)contains minimum separations that shall be provided for sewer systems: 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-I waters of Class I or Class II impounded reservoirs used as a source of drinking water 100 feet **Waters classified WS(except WS-I or WS-V),B, SA,ORW,HQW,or SB from normal high 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 02T.0305(g)contains alternatives where separations in 02T.0305(f)cannot be achieved. D **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage D If noncompliance with 02T.0305(f)or(g), see Section X of this application 2. Does the project comply with separation requirements for wetlands?(50 feet of separation) ❑Yes ❑No ®N/A D See the Division's draft separation requirements for situations where separation cannot be meet D 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 15A NCAC 02B .0200? ®Yes ❑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? D 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 streambanks that is subject to erosion that undermines or deteriorates the sewer. El Yes ®No ❑N/A D 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 permittee or its representative at least once every six-months and inspections documented per 15A NCAC 02T.0403(a)(5)or the permitee's individual System-Wide Collection permit. FORM:FTA 04-16 Page 4 of 5 :, • X. • CERTIFICATIONS: , 1. Does the submitted system comply with 15A NCAC 02T,the Minimum Design Criteria for the Permitting of 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 Fast Track Application and supporting documents. 2. Pro sion Engineer's Certification: L. _ c; _4, (( � .. attest that this application for (Professional Engineer's name from Application Item III.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. I 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. • - •---...1011.i11111111ti,.. North Carolina Professional Engineer's seal,signature,and date: • \`\\�=0��SSS�N//•�9•,��i A .,....s r1, 1 07 e il z C.� s0 < �0%FivGltl�-< ,� • /lilt!► 1ff1111qoo 3. Applicant's Certification per 15A NCAC 02T.0106(b): ' / I, 0,f&,,e7 st, i kiikti. Pirldve a at Wk. Oc✓k-S attest that this application for (Signature Authority's name&title from Application Item I.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. I 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$10,000 as well as civil penalties up to$25,000 per violation. Signature: l ,�� Date: f tic" (1/ FORM:FTA 04-16 Page 5 of 5 r,,......:::,, iv_...,..„...,,, ') ./'i . .....R r'• • . \ a0-'1-- . . ':-- I • 1-n , .. -, • 135 1 j' �=� -.11..`. �,�t f•• .d111 � `, -c .�\. \ "" _.....,...:".,7.7....../..._..--C: -:� _.%yam. /''` . **-"\.----.. �. . ''11 i, .i l.J;;••—• �._ (114c-: �, Nippy �, \�I � . P .:::::::_7(;:i.., `a % ' SII~ t. 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A 6,./.9/7 33 234 135 235 155• 237 138 I '39aa° SCALE 1:24 000 INTERIOR-GEOLOGICAL SURVEY.RESTON.VIRGINIA• T 0 5 0 KILOMETERS 1 2 ROAD CLASSIFICATION 0 METERS 1000 2000 ■ Primary highway Light-duty road,hard c 0 5 0 1 NC Dhard surface Improved surface Secondary hiahwav 40 . .. ■ Eagle Farm Section Fifteen Sanitary Swer Extension Fi / j t ` �/ ` i. , / / ■ , - § | . ` Ilit ! | } . * i 2 . /' : \ \ '\ fi, iiiilk . k 4141pp - 4 1447 N,, 1- , . / l . f li / } , - ! / �.!\ \ . ; 4 ' \ / �& \v { , il& R. ■). 2y » , ^ ©~ ` & ¥ � 2 \ ! , pcT. < *® 2 , / < - /\ % N | §e. �/ za y ® \ J �' . 7. - � ` %'% ; i � � #± /J£' °# % y �� w Approximate location of proposed sewer main is represented by red line NC Dept of Environmental Quality Mt a 0 2 2010 State of North Carolina x� Department of Environmental Quality ' . Division of Water Resources �' Raleigh Regional Office Division of eater Resources Flow Tracking/Acceptance for Sewer Extension Applications (FTSE 04-16) Entity Requesting Allocation: City of Wilson Project Name for which flow is being requested: Eagle Farm Subdivision Section Fifteen 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. I. Complete this section only if you are the owner of the wastewater treatment plant. a. WWTP Facility Name: Hominy Swamp Water Reclamation Facility b. WWTP Facility Permit#: NC 0023906 All flows are in MGD c. WWTP facility's permitted flow 14 MGD d. Estimated obligated flow not yet tributary to the WWTP 0.939465 MGD e. WWTP facility's actual avg. flow 8.77 MGD f. Total flow for this specific request 0.0072 MGD g. Total actual and obligated flows to the facility 9.716665 MGD h. Percent of permitted flow used 69.4% 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, Average Daily Approx. Not Yet Total Current Pump Station Firm Flow** Current Tributary Flow Plus (Name or Capacity, * (Firm/pf), Avg. Daily Daily Flow, Obligated Available Number) MGD MGD Flow,MGD MGD Flow Capacity*** Longview 12.960 5.184 2.91 0.20218 3.11 2.072 Stantonsburg 16.128 6.451 3.01 0.23598 3.24 3.20698 * 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(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 is<0. Downstream Facility Name(Sewer): Hominy Creek Water Reclamation Downstream Permit Number: NC 0023906 Page 1 of 6 FTSE 04-16 • III. Certification Statement: I W. T. Bass IV certify to the best of my knowledge that the addition of the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity related sanitary sewer overflows or overburden any downstream pump station en route to the receiving treatment plant under normal circumstances, given the implementation of the planned improvements identified in the planning assessment where applicable. This analysis has been performed in accordance with local established policies and procedures using the best available data. This certification applies to those items listed above in Sections I and II plus all attached planning assessment addendums for which I am the responsible party. Signature of this form indicates acceptance of this wastewater flow. 4 - _ itA Signing Official Signature ate Page 2 of 6 FTSE 04-16 I " II a 46. � r I I i Govet no, MICHAEL S REGAN Seo etaty LINDA CULPEPPER Into un Du ectot Water Resources ENVIRONMENTAL QUALITY April 16, 2018 Jay T. Meyers, P.E., Public Utilities Director Town of Fuquay-Varina 401 Old Honeycutt Road Fuquay-Varina, NC 27526 Subject: Permit No. WQ0039919 'Town of Fuquay-Varina Highland Forest Subdivision Wastewater Collection System'Extension Permit Wake County Dear Mr. Meyers: In accordance with your application received March 1, 2018, and additional information received on April 12, 2018, we are forwarding herewith Permit No. WQ0039919 dated April 16, 2018, to the Town of Fuquay-Varina (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 1.1: This permit shall become voidable unless the agreement between the Town of Fuquay- Varina and Harnett County for the collection and final treatment of wastewater is in full force and effect. Condition 11.1: This permit shall not be automatically transferable; a permit modification request for a name change must first be approved by this office. Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any individual system-wide collection system permit issued to the Permittee. It shall be the 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. 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 Division of Water Resources,Raleigh Regional Office,Water Quality Operations Section www newaterquality.org 1628 Mail Service Center,Raleigh,NC 27699-1628 Phone (919)791-4200 1 ocation: 9800 Rarrctt Drive Raleigh NC 27609 Fax (9191 788-7159 Town of Fuquay-Varina Permit No.WQ0039919 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 Ted Cashion at (919) 791-4254 or via e-mail at ted.cashion@ncdenr.gov. Sincerely, / 57-, Z .2 if r,"7 ) for Linda Culpepper Interim Director, Division of Water Resources by S. Daniel Smith, Regional Supervisor Water Quality Regional Operations Section Raleigh Regional Office Division of Water Resources, NCDEQ cc: Thomas Spaulding, P.E., Spaulding & Norris, PA(via email:tom@spauldingnorris.com) Steve Ward, Director of Harnett Co. Public Utilities (via email: sward@harnett.org) Wake County Health Department Raleigh Regional Office Files Water Resources Central Files Johnathan Watts, Fayetteville Regional Office, (via email:johnathan.watts@ncdenr.gov) Page 2 of 8 North Carolina Department of Environmental Quality STATE OF NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF 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 Town of Fuquay-Varina Wake County for the construction and operation of approximately 4,813 linear feet of 8-inch gravity sewer to serve 90 single family homes as part of the Highland Forest Subdivision project,and the discharge of 27,000 gallons per day of collected domestic wastewater into the Town of Fuquay-Varina's and Harnett County's existing sewerage system, pursuant to the application received March 1, 2018, and additional information received on April 12, 2018 and in conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 and updated in March 2008, as applicable; the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 and updated March 2008, 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 frohe date of issua ce until rescinded and shall be subject to the specified conditions and,. itations co ai therein. S ,, , a r\ Linda Culpepper i Interim Director, Division of Water Resources By Authority of The Environmental Management Commission Permit Number: WQ0039919 Permit Issued: April 16, 2018 Page 3 of 8 SUPPLEMENT TO PERMIT COVER SHEET The Town of Fuquay-Varina 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 North Harnett Regional Wastewater Treatment Facility in accordance with Permit Number NC0021636. Permitting of this project does not constitute an acceptance of any part of the project that does not meet —15A-NCAC-2T;-the Division's Gravity Sewer Minimum-Design Criteria adopted February-12;1996 and —updated March 2008, as applicable; and the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 and updated March 2008, 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 the Town of Fuquay-Varina and Harnett County for the collection and final treatment of wastewater is in full force and effect. [15A NCAC 02T.0304(h)] 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.0104; 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 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 and updated March 2008, as applicable; the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 and updated March 2008, 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 operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual permit is not required,the following performance criteria shall be met: [15A NCAC 02T.0108(b)]: Page 4 of 8 • 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 fora 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 Raleigh Regional Office, telephone number (919) 791-4200, 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: Page 5 of 8 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 pu'rrms, line blockage or breakage, etc.; or b. Any S5O and/or spill over 1,000 gallons; or c. Any SSO and/or spill, regardless of volume, that reaches surface water 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 II 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 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. If the permit is issued to a private entity with an Operational Agreement,then a copy of the Articles of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately filed with the applicable County's Register of Deeds office shall be submitted with the certification. 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 cr 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, including travel timeframes, shall be provided. Page 6 of 8 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 pipe length increases 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-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 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 2T;the Division's Gravity Sewer Design Criteria adopted February 12, 1996 and updated March 2008, as applicable; the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Station and Force Mains adopted June 1, 2000 and updated March 2008 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.0104; 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 may be required by the Division or any other Federal,State, of Local government agencies. [G.S. 143-215.1(b)] Page 7 of 8 FAST TRACK SEWER ENGINEERING CERTIFICATION PERMITTEE: Town of Fuquay-Varina i, PERMIT#: WQ0039919 PROJECT: Highland Forest Subdivision ISSUE DATE: April 16, 2018 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 manner that 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 ENGINEER'S CERTIFICATION I, , as a duly registered Professional Engineer in the State of North Carolina, having been authorized to/observe (n periodically, n weekly, I I full time) the construction of the project name 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 construction 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 and updated March 2008, as applicable; the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 and updated March 2008, 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): Division of Water Resources,Raleigh Regional Office,Water Quality Operations Section www.ncwaterquahty.org 1628 Mail Service Center,Raleigh,NC 27699-1628 Phony(919)791-4200 T nratinn• '152nn Rarratt Tlriva Ra1r.ir,hNr')7(,(10 F'v•/Q101 74R-71 SO State of North Carolina Department of Environmental Quality ' = Division of Water Resources 15A NCAC 02T.0300—FAST TRACK SEWER SYSTEM EXTENSION APPLICATION -Division of Water Resources FTA 04-16&SUPPORTING DOCUMENTATION Application Number: td/k.°0 51q 'T (to be completed by DWR) All items must be completed or the application will be returned L APPLICANT INFORMATION: 1. Applicant's name: Town of Fuquay-Varina(company,municipality,HOA,utility,etc.) 2. Applicant type: ❑Individual ❑ Corporation ❑ General Partnership ❑Privately-Owned Public Utility ❑Federal 0 State/County ®Municipal ❑Other 3. Signature authority's name:Jay T.Meyers,PE per 15A NCAC 02T.0106(b) Title:Public Utilities Director 4. Applicant's mailing address:401 Old Honeycutt Road City:Fuquay-Varina State:NC Zip:27526- 5. Applicant's contact information: Phone number: (919)567-3911 Email Address:jmeyers@fuquay-varina.org2. cY ,`St. B. PROJECT INFORMATION: O' 0 77, tg 1. Project name:Highland Forest Subdivision CD ® e, 2. Application/Project status: ®Proposed(New Permit) ❑Existing Permit/Project ®` "'4 5 If a modification,provide the existing permit number:WQ00 and issued date: 673 If new construction but part of a master plan,provide the existing permit number:WQ001.712 n � 3. County where project is located:Wake 4. Approximate Coordinates(Decimal Degrees):Latitude: 35.559754° Longitude:-78.800703° `C 5. Parcel ID(if applicable): 20680 (or Parcel ID to closest downstream sewer) III. CONSULTANT INFORMATION: 1. Professional Engineer:Thomas Spaulding License Number:019375 Firm: Spaulding&Norris,PA Mailing address:972 Trinity Rd City:Raleigh State:NC Zip:27607- Phone number: (919) 854-7990 Email Address:tom(@,,spauldingnorris.com • IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION: 1. Facility Name:Harnett County WTTP Permit Number: 4oZ1473(P Pt- Owner Name:Harnett County V. RECEIVING DOWNSTREAM SEWER INFORMATION(if different than WWTF): 1. Permit Number(s):WQCS00166 Downstream(Receiving)Sewer Size: 366,inch System Wide Collection System Permit Number(s)(if applicable):WQCS 0 0{-! ?2>/ Owner Name(s):Harnett County Public Utilities ' FORM:FTA 04-16 Page 1 of 5 V[. GENERAL REQUIREMENTS 1. If the Applicant is a Privately-Owned Public Utility,has a Certificate of Public Convenience and Necessity been attached? ❑Yes ❑No ®N/A 2. If the Applicant is a Developer of lots to be sold,has a Developer's Operational Agreement(FORM:DEVI been attached? ❑Yes ❑No ®N/A 3. If the Applicant is a Home/Property Owners'Association,has an Operational Agreement(FORM:HOA)been attached? ❑Yes ❑No ®N/A 4. Origin of wastewater:(check all that apply): ®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 15A NCAC 02T.0103(20)) >Is there a Pretreatment Program in effect? ❑Yes ❑No 6. Has a flow reduction been approved under 15A NCAC 02T.0114(f)? El Yes ®No > If yes,provide a copy of flow reduction approval letter 7. Summarize wastewater generated by project: Establishment Type(see 02T.0114(f)) Daily Design Flow°'b No.of Units Flow Single Family Home 300 gal/day 90 27,000 GPD gal/ GPD gal/ GPD gal/ GPD gal/ GPD gal/ GPD Total 27,000 GPD a See 15A NCAC 02T .0114(b), (d),(e)(l)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 ofthe Atlantic Intracoastal Waterway to be used as vacation rentals as defined in G.S.42A-4). b Per 15A NCAC 02T.0114(c),design flow rates for establishments not identified[in table 15A NCAC 02T.01141 shall be determined using available flow data,water using fixtures,occupancy or operation patterns,and other measured data. 8. Wastewater generated by project:27,000 GPD(per 15A NCAC 02T.0114) _ > 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)-02T.0305&MDC(Gravity Sewers): 1. Summarize gravity sewer to be permitted: Size(inches) Length(feet) Material 8 4,091 PVC 8 722 DIP D Section II&III of the MDC for Permitting of Gravity Sewers contains information related to design criteria D. Section III contains information related to minimum slopes for gravity sewer(s) D Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC VIII. PUMP STATION DESIGN CRITERIA(If Applicable)—02T.0305&MDC(Pump Stations/Force Mains): COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT 1. 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 I5A NCAC 02T.0305(h)(1): D 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 D 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): D It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant(draft agreement) and is compatible with the station. D If the portable power source or pump is dedicated to multiple pump stations,an evaluation of all the pump stations'storage capacities and the rotation schedule of the portable power source or pump,including travel timeframes,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(1)): 1. Does the project comply with all separations found in 15A NCAC 02T.0305(f)&(g) ®Yes 0 No ➢ 15A NCAC 02T.0305(f)contains minimum separations that shall be provided for sewer systems: Setback Parameter* Separa:ion 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) 111 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-I waters of Class I or Class II impounded reservoirs used as a source of drinking water 100 feat **Waters classified WS(except WS-I or WS-V),B,SA,ORW,HQW,or SB from normal high 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 > i5A NCAC 02T.0305(g)contains alternatives where separations in 02T.0305(f)cannot be achieved. ➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage > If noncompliance with 02T.0305(f)or(g).see Section X of this application 2. Does the project comply with separation requirements for wetlands?(50 feet of separation) 0 Yes 0 No 0 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 15A NCAC 02B.0200? ❑Yes ❑No ®N-A > This would include Trout Buffered Streams per I5A NCAC 2B.0202 4. Does the project require coverage/authorization under a 404 Nationwide or E]Yes ❑No individual permits or 401 Water Quality Certifications? > Information can be obtained from the 401 &Buffer Permitting Branch 5. Does project comply with 1SA 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,storrnwater 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 streambanks 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 permittee or its representative at least once every six-months and inspections documented per 15A 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 Permitting of Pump Stations and Force Mains(latest version),and the Gravity Sewer Minimum Design Criteria(latest version)as applicable? EYes 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 Fast Track Application and supporting documents. 2. Professions Engineer's Certification: I, -o/~1gv-5 attest that this application for (Profession gineer's name from Application Item III.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. I 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. NO1'b — 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. Nul North Carolina Professional Engineer's seal,signature,and date: ,,��`� =All C 94''b,,�'!. 1p' SEAL `': .1937 e). • 4,44 /it 111 _... rt_....._..._.. .... j fc; 3. Applicant's Certification per 15A NCAC 02T.0106(b): 1� 1 `5/ £ ?d,b11G 011/i S rre&-FO/� attest that this application for (Si ature 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$10,000 as well as civil penalties up to$25,000 per violation. Signature: � Date: 23 F11 D FORM:FTA 04-16 Page 5 of 5 4,71• .' -.w- \ -- ,. *.k.nalaw / , e , . , I r ? c;)9,kP�'7;'. i" �`� �/ ► \ ,") ,,, ,,rJ coir , • 41 Mak �4 m\�—— ��� 0 irl QAC G, VA q>� ( 01 pGST f` ' ri-/O �ll Y� _—' l ,4.40 1 . 111‘ %.n,,,3.-k ipAr oy:s. `Jotjj% a Ala ill ,„..... itin „mai . v r gi . ,,. v 1 ) , Ilri ►,, 0-, �, , J '--- gli P1 -it) �) .` R• , .► W 46 K1,taA, 44, 1 .., .,__... idi, ,iii s 0 a . ,,),i t Mai , 1 ,,. . .. z m � �� � � o !* 1 . _ ._ ; P)) „ray , c3 ? ,, we . 14— .-- ., _ _ _ ,... \\c .,,, 1-o- p err" -, c,,, ri.,...1177 - 3 eat ,,, os,) , ,, C`' ROGERS RD 11, A 0 J t Nor --} - , .t Defripo ,---. 1,.-(1(_ /), 1 PREPARED FOR: I -- fl "441 1 -- HIG FOREST SEAL: WILBON PROPERTIES, LLC imi \o` \ow0/RD, co �N CA R° WAKE COUNTY,NORTN CAROLINA ac a, SEWER PERMIT DATE : 02/05/2018 `��Q oF�SSii/tiy 3 USGS QUAD 'FUQUAY-VARINA' • S&N FIRM CERT. : C-1875 = s , _ o - co Ln TSSiFiA& : -%�/�A. !co iDesign Consultants BD '�,7 ..'. ` • , co _J 972 Trinity Road 'i i i i t l i L o\\\ Raleigh, Norfh Carolina 27607 PROJECT SURVEYOR: Phone (919) 854-7990 Fox (919) 854-7925 MAULDIN WATKINS 2-5-18 t:of viArF FORM WSCAS-12/07 0 �WATERSHED CLASSIFICATION ATTACHMENT >_ ro �c FOR SEWER SYSTEMS Applicant Name Project Name Town of Fuquay-Varina Highland Forest Subdivision Professional Engineer Name Engineering Firm Name Thomas Spaulding Spaulding & Norris Location River Waterbody Stream Waterbody ID Name of Waterbody' County Basin Index No. Classification 1 Kenneth Creek Wake Cape Fear 18-16-1-(1) C 1 If unnamed,indicate"unnamed tributary to X',where X is the named waterbody to which the unnamed tributary joins. geg I certifythat as a Registered Professional Engineer in the State of V, %;�%'''%%' '! i' % . ' North Carolina that I have diligently followed the Divisions instructions / �1,0444/1, ��tt�l►}thli'ir�iryr .,�/ for classifying waterbodies and that the above classifications are i/im��f�/ (;4rot�,.,, r,l ;pi,inclusive of the stated project, complete and correct to the best of my „/; /f, ,� ,..44,, ;,,z >/, knowledge and belief. ' rtn�' '?4* /' 0 ' �' l 2 k ''%i M ``,, f j.//�ice/ PE Seal, Signature and Date ► 0",:,k' "''0 '-go < 4 . ., ,,;,,,,,::,1:1,,,;,, , ,/: •, ., !llflliln15511AA�ti�I,,, 0. � *** END OF FORM WSCAS-12/07*** FORM: WSCAS-12/07 Page 1 of 1 I [-,: 'e i_‘5.. 1 r 1.._.""-+ r.l,rl '��,,,••--1 Al F` kms•^�,.�' r -•i•• -'••"' '```-,...... ./." .., , ..______. ----—' " ' ' ' :-/ . '. I L, „... ,,, i. ! ,..`l r --,,•.- __r At III:IIS , .ttl 'l� r' H �! ‘• ?�� -� > tit- t :fit frncrsuiLL ''�. 4 . ' ...-, --- •....• y - --i ,i1-- I - -- ��,,�', _.._. '-_'- :...� RYA.' rLACL _ i' . . /����: ,e,... .... . . 1 4„,„.7..,.,., sir -t 1 9 ^—""":, si...s_,1. 1----fl �— { `tom �� _-�- "mak- -...461: t�t t ,�-\`.+ y f f ,1 L.----�rir' _ tt �•r/'�.v'- -.. I.,'r�i�� I}-"'",-J•---..„ ~�`yY~�r 1i�; ,�'r MRJ�lL ',er. - 1, ~I siga-CliosaINO . ,,,,,,V'" xP,. �1`. t• Pte-. �11G ' ! yG! `ti .c.- i—r1,6rrr IC 1 •t ` �r —1 ,G _ r � /f� 'S•, ter,_---- l .'' '1i..�',1 \ `~;t • • \ .e`-' \ ..-- .1._...--- • 1- VICINITY MAP . in = 500' .At ik3V SPAULDING & NORRIS, PA ,� 1r Planning G Civil Engineering Highland Forest Subdivision Project Narrative: The proposed Highland Forest Subdivision is located at 1455 Bowling Road, Fuquay - Varina, NC 27526. The site is approximately 2,200 if southwest of the intersection of USHWY 401 and Bowling Road, The project includes infrastructure construction for 90 single family homes. The homes will be served by 4,091 if of PVC and 722 If of DIP 8" sewer mains.The sewer mains will connect to an existing manhole for a 36"sewer outfall that traverses the southeast corner of the property. The proposed sewer lines will be public mains with a proposed flow of 27,000 GPD. Please see enclosed Utility Plan. • Project Schedule: Construction of Highland Forest is anticipated to begin in June 2018. Infrastructure construction is estimated to be complete by February 2019. Complete build-out of the phase and issuance of certificates of occupancy for all lots expected by January 2020. OF W A TFC State of North Carolina 0 , G Department of Environment and Natural Resources CDivision of Water Quality 0 Flow Tiacking/Acceptance for Sewer Extension Permit Applications (FTSE 06-13) Project Applicant Name: Town of Fuquay-Varina Project Name for which flow is being requested: Highland Forest 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. I. Complete this section only if you are the owner of the wastewater treatment plant. a. WWTP Facility Name: North Harnett Regional WWTP b. WWTP Facility Permit#: NC0021636 All flows are in MGD c. WWTP facility's permitted flow 2.60 d. Estimated obligated flow not yet tributary to the WWTP 0.492 e. WWTP facility's actual avg. flow 1.204 f. Total flow for this specific request 0.027 g. Total actual and obligated flows to the facility 1.723 h. Percent of permitted flow used 66.3% II. Complete this section for each pimp 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/p1), Daily Flow, Daily Flow, Obligated Available Number) MGD MGD MOD MGD Flow Capacity*** * 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(pt) 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. Page 1 of 6 FTSE 06-13 III. Certification Statement: I Jay T. Meyers, PE, Public Utilities certify to the best of my knowledge that the addition of Director the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity related sanitary sewer overflows or overburden any downstream pump station en route to the receiving treatment plant under normal circumstances, given the implementation of the planned improvements identified in the planning assessment where applicable. This analysis has been performed in accordance with local established policies and procedures using the best available data. This certification applies to those items listed above in Sections I and H plus all attached planning assessment addendurns for which I am the responsible party. Signature of this form indicates acceptance of this wastewater flow. I— ��/ 23Fe� 18� IA/ Signi—: Official ignat, e Date Page 2 of 6 FTSE 06-13 II .t - I • of W ATFR State of North Carolina 0 QG Department of Environment and Natural Resources Division of Water Quality Flow Tracking/Acceptance for Sewer Extension Permit Applications (FTSE 06-13) Project Applicant Name: Town of Fuquay-Varina Project Name for which flow is being requested: Highland Forest Subdivision More than one FTSE may be required for a single project if the owner of the WYYTP is not responsible for allpump stations along the route of the proposed wastewater flow. I. Complete this section only if you are the owner of the wastewater treatment plant. a. WWTP Facility Name: North Harnett Regional WWTP b. WWTP Facility Permit#: NC0021636 All flows are in MGD c. WWTP facility's permitted flow 5.600 MGD Fuquay Varina Allocated Flow 2.60 MGD Lillington Allocated Flow 1.20 MGD Angier Allocated Flow 1.008 MGD d. Estimated obligated flow not yet tributary to the WWTP 1.007 MGD FV Obligated Flow NYT 0.492MGD Lillington Obligated Flow NYT 0.113 MGD HC Obligated Flow NYT 0.326 MGD Angier Obligated Flow NYT 0.076 MGD e. WWTP facility's actual avg. flow 4.338MGD FV Actual Flow 1.214 MGD Lillington Actual Flow 0.664 MGD • HC Actual Flow 2.070 MGD Angier Actual Flow 0.390 MGD f. Total flow for this specific request 9.027 MGD g. Total actual and obligated flows to the facility 5.372 MGD** FV Actual Avg. + Obligated Flow 1.733MGD Lillington Actual Avg.+Obligated Flow 0.777MGD HC Actual Avg.+Obligated Flow 2.396 MGD Angier Actual+Obligated Flow 0.466 MGD h. Percent of permitted flow used 95.9% *North Harnett WWTP is being evaluated by NCDENR- DWR for planned future expansion. **d+e+f Page 1 of 6 FTSE 06-13 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, Average Daily Approx. Not Yet Total Current Firm Flow** Current Avg. Tributary Flow Plus Pump Station Capacity,* (Firm/pf), Daily Flow, Daily Flow, Obligated Available (Name or Number) MGD MGD MGD MGD Flow Capacity*** Contact FV for upstream SLS Capacity Info SLS 120 14.4 5.76 2.747 2.309 5.056 0.704 *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(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 is<0. III. Certification Statement: I Steve Ward—Director of Public Utilities certify to the best of my knowledge that the addition of the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity related sanitary sewer overflows or overburden any downstream pump station en route to the receiving treatment plant under normal circumstances,given the implementation of the planned improvements identified in the planning assessment where applicable. This analysis has been performed in accordance with local established policies and procedures using the best available data. This certification applies t. those items listed above in Sections I and II plus all attached planning assessment addendum'or which I am the responsible party. Signature of this form indicates acceptance of this waste, ater flow. Signing Official Signature Date FTSE PLANNING ASSESSMENT ADDENDUM(PAA) Page 2 of 6 FTSE 06-13 - _.irate of north Carolina Department of Environment vic.19,A and Natural Resources AI; . Division of Water Quality Michael F. Easley, Governor William G. Ross Jr.,Secretary NCDENR Gregory J. Thorpe, Ph.D., Acting Director NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES November 7, 2001 RECO M. Mr. Michael A. Allway, Assistant Town Manager Nov 0 8 2001 Town of Fuquay-Varina 401 OId Honeycutt RoadRene hiqualt-Valts Fuquay-Varina,North Carolina 27526 Subject: Town of Fuquay-Varina FIow Reduction Approval Wake County Dear Mr. Allway: On September 10. 2001, the Division of Water Quality Non Discharge Permitting Unit received your flow reduction request for future and present. but not yet tributary, single-family dwellings in the Town of Fuquay-Varina. The letter requests approval of a residential flow value of 220 GPD/residence for these dwellings. The information provided water use information for 2000 and actual daily waste water flow recordings for their peak month of May. Other supporting data was provided. The evaluation covered 90 homes that are representative of the subdivisions in Fuquay-Varina in accordance with I5A NCAC 2H.0219(1)(3). Based on the information submitted,the Division hereby approves the use of 75 GPD per bedroom per dwelling for residential units (225 GPD per three bedroom home) in all applicable non-discharge permit applications for future sewer line extensions and present.but not yet tributary projects for the Town of Fuquay- Varina. The Division did note that the average flow per residence in February 2000 was 271 GPD.Reeardless of the adjusted desien daily wastewater flow rate. at no time shall the wastewater flows exceed the effluent limits defined in the Town's NPDES permit for the treatment facility or exceed the capacity of the sewers downstream of any new sewer extension. Please submit a separate letter to the Raleigh Regional Office that requests flow reductions for specific previously permitted projects (indicate permit number,project name,permitted flow,new flow under reduction and the difference between_them), If you have any questions or comments regarding this matter, please contact Marie Doklovic at(919)733-5083 ext. 371. Since • , Gregory J. Thorpe,Ph.D. cc: Raleigh Regional Office Flow Reduction File 1617 Mail Service Center,Raleigh,North Carolina 27699-1617 Telephone 919-733-5083 Fax 919-715-6048 An Equal Opportunity Affirmative Action Employer 50% recycled/10%post-consumer paper