The URL can be used to link to this page

Home My WebLink AboutWQ0042481_Application (FTSE)_20210420State of North Carolina DWR Department of Environmental Quality Division of Water Resources 1SA NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION Application Number- Z (to be completed by MR) All Items must be completed or the application will be returned I. APPLICANT INFORMATION: I. Applicant's name: Town of Smithf Ul (company, municipality, HOA, utility, etc.) 2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility ❑ Federal ❑ Slate/County ® Municipal ❑ Other 3. Signature authority's name: Ted Credlg per 15A NCAC 02T .0106(b), Title: Director of Public Utilities NC Dept of Environmental Quality 4. Applicant's mailing address: 230 Hospital hoed City: Smithfield State: M Zip: 27�- APR 2 0 202f 5. Applicant's contact information: Phone number: l9 934-2116 Email Address: ted.credlc smithfield-nc.com Raleigh Regional Office II. PROJECT INFORMATION. L Project name: WSBP Infrastructure 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: WQ00 3. County where project is located: Johnston 4. Approximate Coordinates (Decimal Degrees): Latitude: 34 35770 Longitude:-77,6920° 5. Parccl 1D (if applicable): 3292-44-0015-0000 (or Parcel 1D to closest downstream sewer) Ill. CONSULTANT INFORMATION: L Professional Engineer: Gerald Burks License Number: 050783 Firm: Paramounte Enstincering,Inc. Mailing address: 122 Cinema Drive City: Wilmington State: N Zip: 28 03- Phone number. (Q,1,¢} 2n-b Z Email Address: burksn aram unte- 1V, WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION: 1. Facility Name: Central Johnst2nCoun1yTP Permit Number: 00-3Q7¢ Owner Name: Johnston County V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF): 1. Permit Number(s): WQ00060 Downstream (Receiving) Sewer Size: $ inch WQCSQ M Owner Name(s): Towq of Smithrield FORM: FTA 04-16 Page I of Vl. GENERAL REQUIREMENTS I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached? [-]Yes [:]No ®NIA 2. if the Applicant is a Developer of lots to be sold, has a Davcloaer's Oporatianal AgGement (FORM: Dhy) been attached? ❑ Yes [:]No ®NIA 3. If the Applicant is a r n iat Agreement been attached? [:]Yes [:]No ®NIA 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_ I SA NCAC 02T .010312oD f--- Is there a Pretreatment Program in effect? ❑ Yes ❑ No G. Has a flow reduction been approved under 15A NCAC 02T .0114(t)? ® Yes ❑ No > if yes, provide a cony of flow reduction approval letter 7. Summarize wastewater generated by project: Establishment Type (see 02T.D1 14{fH Dally Design Flow 0-b No. of Units Flow gal/unit GPD gallseat GPD gal/person GPD gal/slip GPD gaU GPD gaU GPD Total GPD a See 15A NCAC 02T _Q1 l4 l an a 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.Q. b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified (in table l 5A 2UCAQ 02T.01141 shall be determined using available flo%v data, water using fixtures, occupancy or operation patterns, and other measured data, 8. Wastewater generated by project: 0 GPD (per I SA_NCAC 02T .0114] D 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 petmitted in subsequent permits that connect to this line ® Flow has already been allocated in Permit Number: Adiancent Property ❑ 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 (incites) Length (feet) Material B-inch 2,730 PVC C900 (DR-18) 8-inch 40 DIE' D Section 11 & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria ➢ Section III contains information related to minimum slopes for gravity sewer(S) ➢ Overslzing lines to meet minhnum slope requirement is not allowed and a violation of the ,MDC V1I1. PUMP STATION DESIGN CRITERIA (If Applicable) --_Q;T ,D305 & Pu t tl in : COMPLETE FOR EACH PUMP STATION INCLUDED Itj,3:HIS 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 .0305f()(I I,: ❑ 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 timcframcs, 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 I SA NCAC 02T .0305(f) & (st) ® Yes [:]No ➢ 15A NCAC 02T.0305(f) contains minimum separations that shall he provided fer sewer cvQtemv 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 1 or Class 11 impounded reservoirs used as a source of drinkinp 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 ,rop 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 feat Final earth grade vertical 36 inches ➢ 15A NCAC 02T.0305(Rl contains alternatives where separations in 02T.0305(f) cannot be achieved. ➢ "Stream classifications can be identified using the Division's NC 5ML Mc Wat_cr Classifications webnaee ➢ if noncompliance with 02T.0305(j) or (A), see Section X of this application 2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ NIA ➢ Seethe Division's draft separation requirements for situations where separation cannot be meet ➢ No variance is required if the alternative design criteria specified is utilized in design and construction ➢ As built documents should reference the location of areas effected 3. Does the project comply with setbacks found in the river basin rules per I SA NCAC 02B .0200? ® Yes ❑ No ❑ N/A This would include Trout Buffered Streams per 15A NCAC,go.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 02'f.0105(c]f 6)(additional permils/certifications)? ® Yes ❑ No Per 15A 12CAC 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 NQAC 0 T 0402 "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer positioned parallel to strcembanks that is subject to erosion that undermines or deteriorates the sewer. [:]Yes ®No ❑ NIA If yes, include an attachment with details for each lino, 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 Ilse permitee's individual System -Wide Collection permit. FORM: FTA 04-16 Page 4 of 5 X. CERTIFICATION'S: I. Does the submitted system comply with I �& KAV 021, the Pdjnig]M Uglj V CrilrHit fQr tkPc rmjniqla ofp14PZ 5 W1 it«ng sLd Porsc Mnins flatcsi wcniaml. and the Uraoty k= M iniiinum Q€siyttt Criteria ( jq jcsi v mign} as applicable? ®Yes ❑No I f No, complete and submit the Variance/A hernati ve Design Request application (VA DC 10-14) and supporting documents for review. AnyroviiI of (lie request Is required rl r to submittal ittal f the Fast Track Application and supporlIng dgetimentL 2. professional Engineer's Certification: I, c2G �3L- attest that this application for (Professional Engineer's name from Application inn Ill.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 malarial and have judged it to be consistent with Ilse 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 line not to exceed $10,000, as well as civil penallics up to $25,000 per violation. North Carolina professional Engineer's seal, signature, and date: .•`�'•(1� CA RQ �''•, 0 oFeSsf6u. 1, ;�Q�' 050783 qC p j 6J 3. Applicant's Certification per 15A NCAC 02T .0106(b): I, -TEi] ag5pt,6D Rr—c-ToP•„af PU9t*,IL UT„JL1-rte5 attestthat this applicationfor (SignatureAuthority's name & title from Application ltem 1.3.) has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand Clint if nil required parts of this application arc not completed and that if all required supporting documentation and attachments are not included, this application package is subject to being resumed as incomplete. I understand that any discharge of wastewater from this nou- 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 Wn tar Resources should it condit[oil of this permit be violated. I also undcrsinod 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 143-213.6Aand 143�_,315,6Q, nny 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 n fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation. Signature: t j'Alt— _ Date: FORM: FTA 04-16 Page 5 ors NC Dept of Environmental9uality APR 2 0 2021 Raleigh Regional MOO WSBP INFRASTRUCURE JOHNSTON COUNTY, NORTH CAROLINA SANITARY SENDER DESIGN NARRATIVE Prepared for: Samet Properties, LLC 309 Gallimore Dairy Road, Suite 102 Greensboro, NC 27419 Prepared by: PARAI\4oUTsTTE E N O 1 " M M hi 1 IV 4. 1 ill G'. 122 Cinema Drive Wilmington, NC 28403 (910) 791-6707 NC License #: C-2846 Project No. 21124, PE %O' ` V i s o" f", , %A CAR 050783 - ��•.FNQrNEti� w11- PROTECT NARRATIVE The property served by this proposed sewer extension is located approximately 2,800 LF Northwest of the M Durwood Stephenson Pkwy and W. Market Street (US HWY 70 BUS.) intersection in the Town of Smithfield ETJ in Johnston County, North Carolina. The property's Iatitude and longitude are 35°32'18.9" N, 78°22' 32.8"W. The property drains to an unnamed tributary of Swift Creek, stream classification of QNSW (Stream Index #27-43-(8)) within the Neuse River Basin. Samet Properties, LLC. desires to install a gravity sewer system extension to serve as the main infrastructure that future projects will apply for. The proposed wastewater generated by the infrastructure project is 0 GPD.. Gravity collection sewer lines carry the flow from the property to an existing sanitary sewer manhole #42 in the US H\VY 70 BUS ROW. The gravity collection system is to be owned by the Town of Smithfield. The permit will consist of 2,770 LF of 8" gravity sewer for the entire project. Wastewater generated by future development will ultimately be collected and carried to the existing 8-inch (WQ00060) located along US HW(/Y 70 BUS and the collection system permit (WQCS00270 — Town of Smithfield.) The project does not have any gravity lines and manholes which are within 50' of wetlands, or require any 404 or USACE permits. This project complies with the setbacks found in the Neuse river basin rules. �y 39 � Q A Q�4 C HOMESTEAD LN -wk'rIle Cam+. 137' 1n a _ _ �fF 4w. SITE ..:� Jones'Cem i. ��• r Q � Y- 7 A �iF �iF -Q& J, M DURWOOD STEPHENSON HWY -- 4 r -m � POWELL ST a n ( /STANCIL ST . PACE ST J' WHITLEY EYEgE�E ; DR � .. ly z STRICKLANDDR CASTLEDR Ll t5a-� BR)TT sr -W ~ ., a, HOLI ND RD West Smithfield - au �wl -+u- u ms •i1n J,� ^u• � A4 - JiJ i14 �t�. r ~y 34 COORDINATES:1 tip r 35°32'18.91@N Oa ' ' W 78°22'32.8 vigbts Heights .. pARAouNTE oar: 03.04.21 Seek: NIA USGS MAP c N o w c a p N a I N O °��^ cia WSBP INFRASTRUCTURE W0—Dat rir,2MMm }M4M Chk: TGC SMITHFIELD, NC NC1JccmNkGN Pro]. No: 21124,PE \ � -� - ��. I _ � .y � yam» xzzz^� j � .�` M W 0 \ 2 __ a AMo AR- UN T E N G 1 N E E R 1 N G, 1 N C. 1 2 2 CINEMA DRIVE W I L M I N G T O N, N C 2 8 4 0 3 9 1 0- 7 9 1- G 7 0 7( O) 9 1 0- 7 9 1- G 7 G 0 ( F) r_ F T T 97 A n C -r n • — n To: --NCDEQ Date 4/15/21 1628 Mall Service Center Raleigh, NC 27699 Re: WSBP Infrastructure 919 791-4200 1 Fast Track Sewer Attn: To whom it may concern Project No. I 21124.PE e are sendin ® Originals ® Prints ❑ Shop Drawings ❑ Calculations he following iterns:1 ❑ Correspondence ❑ Plans ❑ Specifications ❑ Other as listed below Quantity Date Dw . No. Description 2 Fast Track Sewer Permit FTA 04-1 G INC Dept of Environme ai Quality 1 USGS Ala I Sanitary Sewer Narrative 1 1 Vicinity Ala 1 1$480 check Issue Status: ® For Approval ❑ As Requested ❑ Construction ❑ Bid ❑ For Your Use ® For Review and Comment ❑ Approved as Noted ❑ See Remarks etion Takem ❑ No Exceptions Taken ❑ Make Corrections Noted ❑ Amend & Resubmit ❑ Rejected - See Remarks ❑ Approved as Submitted ❑ Other Remarks Cc: If you have any questions, please contact me at iburksCa,11itramounte-mgeom or by phone at 910-791-6707, Or Tim CIinkscales at tclinkscalesna narammunte_rno_rnm Signed; PE