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HomeMy WebLinkAboutWQ0034065_Application (FTSE)_20191011Permit Number WQ0034065 Program Category Non -discharge Permit Type Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions Primary Reviewer dean.hunkele Coastal SWRule Permitted Flow 8.363 Facility Name Tractor Supply Sewer Location Address Owner Central Files. APS SWP _ 9/19/2019 Permit Tracking Slip Status Project Type In review Major modification Version Permit Classification C Individual Permit Contact Affiliation Major/Minor Region Minor Wilmington County Onslow Facility Contact Affiliation Owner Name Owner Type City of Jacksonville Government - Municipal Owner Affiliation Richard L. Woodruff PO Box 128 Dates/Events Jacksonville NC 28541012 Scheduled Ong Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration 5/22/2009 9/16/2019 Regulated Activities Requested /Received Events Commercial or industrial. other Additional information requested Wastewater collection Additional information received Outfall Waterbody T R I A N G L E 4006 Barrett Drive. Suite 203 ,., �- Raleigh, Nonh Carolina, 27609 S I l E I) E S I G N TEL (919) 553-6570 Transmittal Date: September 12, 2019 Job Number: Project Name: Advance Auto Parts — Jacksonville, NC To: NCDEQ Division of Water Quality RECEIVED,1a 127 Cardinal Drive Extension Wilmington, NC 28405 910-796-7215 Water finality Regional Operations Section We are sending these by Wilmington Regional Offire ❑ U.S. Mail ❑ UPS ❑ Hand Delivery ® Other FedEx We are sending you ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints/Plans ❑ Samples ❑ Specifications ❑ Change Orders ❑ Other Copies Date No. Description 1 Application 1 Check for $480 These are transmitted as checked below: ❑ For your use ❑ Approved as submitted ❑ Resubmit ❑ Copies for approval ❑ As requested ❑ Approved as noted ❑ Submit ❑ Copies for distribution ® For review and comment ❑ Returned for corrections ❑ Return ❑ Corrected prints Remarks: Application form signed by professional engineer and the deputy city manager for aglom capacih, adjustment to include the Advance Auto Parts site. Copy to: Signed: ?� Ross Godwin State of North Carolina DWR Department of Environmental Quality Division of Water Resources 15A NCAC 02T.0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION Dlvlslon of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION Application Number: (to be completed by DwR) All items must be completed or the anolication will be returned I. APPLICANT INFORMATION: 1. Applicant's name: City of Jacksonville (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: Ronald F. Massey per 15A NCAC 02T .0106(b) Title: Deputy Citv Manager 4. Applicant's mailing address: P.O. Box 128 City: Jacksonville State: NC Zip: 28541 5. Applicant's contact information: Plione number (9110)938-5221 Email Address: contactusirici.jacksoirville.nc.us II, PROJECT INFORMATION: 1. Project name: Advance Auto Parts 2. Application/Project status: ❑ Proposed (New Permit) ® Existing Pemut/Project If a modification, provide the existing pemrit number: W00034065 and issued dale: If new, construction but part of a master plan, provide the existing permit number: W000_ 3. County where project is located: Onslow 4. Approximate Coordinates (Decimal Degrees): Latitude: 34.755057' Longitude:-77.460981' 5. Parcel ID (if applicable): 022208 (or Parcel ID to closest downstream sewer) III. CONSULTANT INFORMATION: 1. Professional Engineer: Matt Lowder, PE License Number: 24434 Fimr: Triangle Site Design- PLLC Mailing address: 4004 Barrett Drive, Suite 101 City: Ralei- State: NC Zip: 27609- Phone number: (919) 553-6570 Email Address: mdowder(nitrianglesitedesign.com IV. WASTEWATER TREATMENT FACILITY (W WTF) INFORMATION: 1. Facility Name: Land Treatment Facility/Jacksonville W WFT Pennit Number: W00009267 Owner Name: City of Jacksonville V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF): 1. Permit Number(s): W00029691 Downstream (Receiving) Sewer Size: 15 inch System Wide Collection System Permit Nunrber(s) (if applicable): WQCS Owner Nanre(s): City of Jacksonville FORM: FTA 04-16 Page I of 5 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 ❑ 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 Attaclunent) 5. Nature of wastewater : % Domestic/Commercial 100 % Commercial % Industrial (See 15A NCAC 02T .0103(20)) "Is there a Pretreatment Program in effect? ❑ Yes ❑ No 6. Hasa flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ Yes ® No ➢ If ves, provide a copy of flow reduction approval letter 7. Summarize wastewater generated by project: Establishment Type (see 021.0114(fl) Daily Design Flow',' No. of Units Flow Stores without food services 100 gal/1000 1 700 GPD gaU GPD gal/ GPD gal] GPD gal/ GPD gal/ GPD Toto! 711 GPD a See 15A NCAC 02T .0114(b), (d), (e)(O 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 establislurrents not identified [in table 15A NCAC 02T.0114] shall be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data. 8. Wastewater generated by project: 700 GPD (per 15A NCAC 02T .0114) ➢ Do not include future flows or previously pernitted allocations If pernutted flow is zero, indicate why: ❑ Pump Station or Gravity Sewer where flow will be penuitted in subsequent pemrits 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 ➢ Section 11 & Ill 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 (fDH) 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)(11: ❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02'1' .0305(h)(I)(B). ➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day Y 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, anevaluation 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) ➢ 15A NCAC 02T.0305(f) contains minimwn separations that shall be orovided for sewer systems: ® Yes ❑ No 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 airy wells. W S-I waters of Class I or Class II impounded reservoirs used as a source of drinkin .water 100 feet **Waters classified WS (except WS-1 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 embankrnent or cuts of 2 feet or more vertical height 10 feet Drainage systems and interceptor dmins 5 feet Any swimming pools 10 feet Final earth grade vertical 36 inches ➢ 15A NCAC 02T.0305(e) contains alteratives where separations in 02T.0305(f) cannot be achieved. ➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications weboaae ➢ If noncompliance with 02T.0305(f) or W. 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 alterative 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 213.0202 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 PermittingBranch ranch 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 pewit is contingent on issuance of dependent pests (erosion and sedimentation control plans, stormwater management plans, etc.). 6. Does this project include any sewer collection lines that are deemed " Iugh-priority?" Per 15A NCAC 02T.0402, " lugh-priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer positioned parallel to streambanks that is subject to erosion that undertones or deteriorates the sewer. ❑ Yes ❑ No ® N/A ➢ If yes, include an attaclmtent 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 Gm%it% SSwcr Minimum Design. n.Wkl (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 reauired prior to submittal of the Fast Track Application and supporting documents. 2. Professional Engineer's Certification: 1. A6-C[ lot GJ -t- attest Ilia(thisapplication for (Professional Engineer's name from AuNication Item 111.1.) has been reviewed by me and is accurate, complete and consistent with the information supplied in 0re 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 Miniumin 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 ]Iris material and have judged it to be consistent with the proposed design. NOTE — In accordance with General Statutes 143-215.6A and 143.215.613, any person who knowingly makes any false statement, representation, or certification in any application package shall be guilty of a Class 2 ruisdenteanor. which may include a fine not to exceed $10,000, as well as civil penalties up to $25,000 perviolation. North Carolina Professional Engineer's seal, signature, and date: )ZZI I " -a 3. Applicant's Certification per 15A NCAC 02T .0106(b): that this application for name 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. 1 will snake 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 snakes 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:Cl (I V)l / --- FORM: FTA 04-16 Page 5 of 5 State of North Carolina Department of Environmental Quality Division of Water Resources Flow Tracking for Sewer Extension Applications (FTSE 10-18) Entity Requesting Allocation: Advance Auto Parts Project Name for which flow is being requested: Advance Auto Parts More than one FTSE may be required for a single project If the owner of the WWTP is not responsible for all pn np 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: City of Jacksonville Land Treatment System b. WWTP Facility Permit #: 0009267 All flows are in MGD c. WWTP facility's permitted flow 9.0 d. Estimated obligated flow not yet tributary to the WWTP 0.523 e. WWTP facility's actual avg. flow 5.446 f. Total flow for this specific request .0263 g. Total actual and obligated flows to the facility 5.613 h. Percent of permitted flow used 62.9 I1. 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 Pump Average Approx. Not Yet Total Current Station Station Firm Daily Flow** Current Tributary Flow Plus (Name or Permit Capacity, * (Firm / pf), Avg. Daily Daily Flow, Obligated Available Number) No. MGD MGD Flow, MGD MGD Flow Capacity*** Brinsen r,-11 1.584 0.6336 .228 0 .228 .4056 * The Firm Capacity (design flow) 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, per Section 2.02(A)(4)(c) of the Minimum Design Criteria. *** 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): Downstream Permit Number: Page 1 of 6 11TSE 10-18 III. Certification Statement: I Ronald F. Massey 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 certifies that the receiving collection system or treatment works has adequate capacity to transport and treat the proposed new wastewater. Signing Official Signature Page 2 of 6 FIN ? 10-19