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HomeMy WebLinkAboutWQ0041956_Application (FTSE)_20200923Permit Number WQ0041956 Program Category Non -discharge Permit Type Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions Primary Reviewer dean.hunkele Coastal SWRuIe Permitted Flow 52,560 Facility Facility Name Windpointe Subdivision Location Address Owner Owner Name Pluris LLC Dates/Events Scheduled Ong Issue App Received Draft Initiated Issuance 9/23/2020 9/1/2020 THOMAS ENGINEERING, PA www. thomasengineuhk, 1316-B Commerce Drive Post Office Box 1309 New Bern, NC 28563 Federal Exnress tracking number: 771404524872 To: NCDEQ Division of Water Quality Non -Discharge Permitting 127 Cardinal Drive Extension Wilmington, NC 28405 Attn: Dean Hunkele August 31, 2020 Re: Windpointe Fast Track Sewer System Extension Application (Pluris, LLC) Onslow County, North Carolina Dear Dean, ngmeermgpa.com P: 252.637.2727 F: 252.636.2448 M.' 252.671.5855 RECEIVED SEP 01 2020 NCDEQ WILMINGTON RO Please find enclosed for the referenced project the original Fast -Track Sewer System Extension Application (including NC Secretary of State verification), the original Flow Tracking/Acceptance for Sewer Extension Permit Applications, the USGS Topographic Map and Street level Map (aerial), the Certificate of Public Convenience and Necessity, the Flow Reduction approval letter, and one copy of each for your review and approval. Also attached is the application fee of $480.00 (Thomas Engineering, PA check # 15020). This application is for the construction and operation upon certification of a 143 gallons per minute sewer pump station, approximately 3243 linear feet of 4-inch sewer force -main, approximately 9354 linear feet of 8-inch gravity sewer, and service connections to serve 173 single family residential lots in the Windpointe subdivision located in Onslow County, NC. Wastewater generated by this project in using the approved flow reduction of 80 gpd per bedroom is 52,560 llons per day to be treated in the Pluris North Topsail Wastewater Treatment FaciliW. If you hav%Any questigns or comments, please do not hesitate to call. 1291 Enclosures State of North Carolina DWR Department of Environmental Quality Division of Water Resources 15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION Application Number: �J�QQ�I`�J(� (to be completed byDwR) All items must be completed or the application will be returned I. APPLICANT INFORMATION: I. Applicant's name: Pluris. LLC (company, municipality, HOA, utility, etc.) 2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Federal ❑ State/County ❑ Municipal 3. Signature authority's name: Randy Hoffer per 15A NCAC 02T .0106(bJ Title: Regional Manager 4. Applicant's mailing address: 1095 NC Hwy 210 City: Sneads Ferry State: NC Zip: 28460- 5. Applicant's contact information: Phone number: (888) 758-7471 Email Address: rhoffer@plurisusa.com II. PROJECT INFORMATION: ® Privately -Owned Public Utility ❑ Other 1. Project name: Windpointe 2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project If a modification, provide the existing permit number: WQ00_ and issued date: 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: 34.5353' Longitude:-77.3994' 5. Parcel ID (if applicable): 773-60 (or Parcel ID to closest downstream sewer) III. CONSULTANT INFORMATION: 1. Professional Engineer: John G. Thomas License Number: 10147 Firm: Thomas En ineering. PA Mailing address: P. 0. Box 1309 City: New Bern State: NC Zip: 28563- Phone number: (252) 637-2727 Email Address: iohnthomas@thomasen ing eeringpa.com IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION: 1. Facility Name: Pluris North Topsail Permit Number: W00005849 Owner Name: Pluris, LLC V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF): 1. Permit Number(s): W00034485 Downstream (Receiving) Sewer Size: 6 inch System Wide Collection System Permit Number(s) (if applicable): WQCS00275 Owner Name(s): FORM: FTA 04-16 Page 1 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 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. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? ®Yes ❑ No ➢ If yes, provide a copv of flow reduction approval letter 7. Summarize wastewater generated by project: Establishment Type (see 02T.0114(fl) Daily Design Flow °" No. of Units Flow 3 bedroom single family residential units 240 gaVunit 52 12,480 GPD 4 bedroom single family residential units 320 gal/unit 104 33,280 GPD 5 bedroom single family residential units 400 gal/unit 17 6,800 GPD gal/ GPD gal/ GPD gal/ GPD Total 52,560 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 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: 52560 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 VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers): 1. Summarize gravity sewer to be permitted: Size (inches) Length (feet) Material 8 8537 PVC 8 817 DIP �u A3 1 ➢ 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 (Puma Stations/Force Mains): COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT 1. Pump station number or name: Windpointe 2. Approximate Coordinates (Decimal Degrees): Latitude: 34.5353' Longitude:-77.3994° 3. Design flow of the pump station:.052560 millions gallons per day (firm capacity) 4. Operational point(s) of the pump(s): 143 gallons per minute at 152 feet total dynamic head (TDH) 5. Summarize the force main to be permitted (for this Pump Station): Size (inches) Length (feet) Material 4 3053 PVC 4 190 DIP 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) ➢ 15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems: ® 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 any wells, WS-1 waters of Class I or Class II impounded reservoirs used as a source of drinking 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 sloe of embankment or cuts of 2 feet or more vertical height 10 feet Drainage systems and interceptor drains 5 feet Any swimminp pools 10 feet Final earth grade vertical 36inches ➢ 15A NCAC 02T.0305(e) contains alternatives where separations in 02T.0305(f) cannot be achieved. ➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webnaee ➢ If noncompliance with 02T.0305(f) or (R), see Section X of this application 2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ® No ❑ N/A ➢ See the Division's draft separation requirements for situations where separation cannot be meet ➢ No variance is required if the alternative design criteria specified is utilized in design and construction ➢ As built documents should reference the location of areas effected 3. Does the project comply with setbacks found in the river basin rules per 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 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. [-]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: 1. Does the submitted system comply with 15A NCAC 02' 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 m•lor to submittal of the Fast Track Application and sunpm•tine documents 2. Professional Engineer's Certification: � s attest that this application for name from Application Item I11.1.) has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications, engineering calculations, and all other supporting documentation to the best of my knowledge. 1 further attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with the proposed design. NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowin makes any false statement, representation, or certification in any application package shall be guilty of a Class 2 pis nneanor, which may include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. \hurt North Carolina Professional Engineer's seal, signature, and date: A p/ Q Y �= AI. 10147 Co G114 t.........-............F.(.I..I..i..i..�.k.\.�...................... 3. Applicant's Certification per 15A NCAC 02T .0106(b)_ attest that this application for title from & Application Item I..) 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 the as incomplete. NOTE — In accordance with General Statutes 143-215.6A and 143-215.61B, 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 tip to $25,000 per violation. Signature: Date: < FORM: FTA 04-16 Page 5 of 5 State of North Carolina Department of Environmental Quality Division of Water Resources Flow Tracking/Acceptance for Sewer Extension Applications (FTSE 04-16) Entity Requesting Allocation: Pluris LLC Project Name for which flow is being requested: Windpoint 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: Pluris North Topsail WWTP b. WWTP Facility Permit #: WO0005849 All flows are in MGD c. WWTP facility's permitted flow 1,542 d. Estimated obligated flow not yet tributary to the WWTP 0.40085 e. WWTP facility's actual avg. flow 0.66506 f. Total flow for this specific request 0.05256 g. Total actual and obligated flows to the facility 1.11847 h. Percent of permitted flow used 72% II. Complete this section for each pump station you are responsible for along the route of this proposed wastewater flow. List pump stations located between the project connection point and the WWTP: (A) (B) (C) (D)=(B+C) (E)=(A-D) Design Obligated, Pump Average Daily Approx. Not Yet Total Current Station Firm Flow** Current Avg. Tributary Flow Plus (Name or Capacity, * (Firm / pi), Daily Flow, Daily Flow, Obligated Available Number) MGD MGD MGD 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 (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): North Topsail South Consolidation Downstream Permit Number: WQ0034485 Page 1 of 6 FTSE 04-16 III. Certification Statement: I Randy Hoffer, Regional Manager 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. Signing Official WE Page 2 of 6 FTSE 04-16 w IV ,tea °�. l� `l\�� �' 1,=``v�3 � {t-•I"��w3 ' � ° w- s CO,-��:� ,� �•< �� ' , 24 2: