The URL can be used to link to this page

Home My WebLink AboutWQ0041851_Application (FTSE)_20200722DWR Division of Water Resources State of North Carolina Department of Environmental Quality Division of Water Resources 15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION FTA 04-16 & SUPPORTING DOCUMENTATION Application Number. W 0 (to be completed by DWR) All Items must be completed or the application will be returned I. APPLICANT INFORMATION: I. Applicant's name: Town of Pittsboro (company, municipality, HOA, utility, etc.) 2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Federal ❑ State/County ® Municipal 3. Signature authority's name: John Poteat per 1.5A_NCAC 02T .010"._ Ibj Title: Utilities Director 4. Applicant's mailing address: 635 East Street City: Pittsboro State: Ne Zip: 27312- 5. Applicant's contact information: Phone number 919 542-2530 Email Address: inoteat(abpittsboronc;eov 13. PROJECT INFORMATION: ❑ Privately -Owned Public Utility ❑ Other -f _ )L , 1CC tS t7 0 rb a G,l" 4� u � u a p o v c I. Project name: Northwood MUPD - Phase 1 o 2. AppIicaiion/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project _� > c.a If a modification, provide the existing permit number. WQ00 and issued date: W .� If new construction but part of a master plan, provide the existing permit number. WQ00 o —n , 3. County where project is located: Chatham A 4. Approximate Coordinates (Decimal Degrees): Latitude: 35.753385' Longitude:-79.168053, U Z 5. Parcel ID (if applicable): 6723 (or Parcel ID to closest downstream sewer) M. CONSULTANT INFORMATION: 1. Professional Engineer Joseph M. Craig License Number. 0343332 Firm: CE Group, Inc. Mailing address: 301 Glenwood Avenue, Suite 220 City: Raleigh State: NC Zip: 27603- Phone number. 919 367-8790 Email Address: MitchCa CEGrouainc_com IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION: 1. Facility Name: Town of Pittsboro Wastewater Treatement Facility Permit Number. NCO020354 Owner Name: Town of Pittsboro V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF): 1. Permit Nttmber(s): WQ0010602 Downstream (Receiving) Sewer Size: 8 inch S tem Wide Collection S%stem Permit Number,sl tif.ai plicubk- n WQCS Owner Name(s): Town of Pittsboro FORM: FTA 04-16 Pagel of 5 VL GENERAL REQUIREMENTS 1. 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 Deveiot Cs�erational Agreement if IN Vl been attached? ❑ Yes ❑No ®NIA 3. If the Applicant is a 1-iomeft em. Owners' Association, has an Operational A-"reernent WO M: HOA) 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 prcparation/aervice ® Hotel and/or Motels ❑ School / preschool J day care ❑ Medical I dental I 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 I% Domestic/Commercial % Commercial _ % Industrial (See-15A NCAC 02T .0103(20 i) 4 Is there a Pretreatment Program in effect? [:]Yes ® No 6. Hasa flow reduction been approved under 15A NCAC 02T .0114 1 ? ❑ Yes ® No D If yesprovide a copy of flow reduction syproiaFleiier 7. Summarize wastewater generated by project: Establishment Type (see 021.0I14tf)) Daily Design Flow ab No, or Units Flow gall GPD gall GPD gall GPD gay GPD gal/ GPD gay I GPD Total 0 GPD a See 15A NCAC _02T .01 14(h), L lJoi' l l and (c)12) for caveats to wastewater design flow rates (i.e., minimum flow per dwelling; proposed unknown non-residential development uses; public access facilities located hear 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 .4114(c), design flow rates for establishments not identified [in table I5A 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:_ GPD (per 15A NCAC 02T .01T1 � 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 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- 1 6 Page 2 of 5 k►" GRAVITY SEWER DESIGN CRITERIA (if Applicable) - 02T .0305 & MDC (Gravity Sewers) WEI 1. Summarize gravity sewer to be permitted: Size (inches) I Length (feet) I Material 2,928 1 DIP D Section Il & 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 sewers) D Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC PUMP STATION DESIGN CRITERIA (If Applicable) — 02i�0305 & MDC (Pump Stations/Force Mains): COMPLETE FOR EACH PUMP STATION INCLUDED IN TMS PROJECT L Pump station number or name: Northwood MUPD Lift Station 2. Approximate Coordinates (Decimal Degrees): Latitude: 35.756685' Longitude:-79.1680531 3. Design flow of the pump station: 0.61 millions gallons per day (Firm capacity) 4. Operational point(s) of the pump(s): 427 gallons per minute at 65 feet total dynamic head (TDH) 5. Summarize the force main to be permitted (for this Pump Station): Size (inches) Length (feet) Material 6 994 1 PVC 6. Power reliability in accordance with 15A NCAC 02T .0305(hlt 1_i: ® Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(By ➢ 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): 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( & (0 ® Yes [:]No ➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be Rrovided for sewer s -stems: _ Setback Parameter* Storm sewers and other utilities not listed below (vertical) _ Water mains (vertical -water over sewer including in benched trenches) Water mains {horizontal) Reclaimed water lines (vertical - reclaimed over sewer) Reclaimed water lines (horizontal - reclaimed over sewer) Separation Require 24 inches 18 inches 10 feet 18 inches 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 drink_in water _ _ _ **Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal hi h water (or tide elevation) and wetlands (see item_ IX.21 _ **Any other stream, lake, impoundment, or ground water lowering and surface drainage ditches _ Any building foundation 100 feet 50 feet 10 feet 5 feet Anv basement 1 10 feet Top slope of embankment or cuts of 2 feet or more vertical height I 10 feet YT Drainage systems and interceptor drains 1 5 feet Final earth ➢ 15A NCAC 02T.0305t6,, I contains alternatives where separations in 021.0305 (i} cannot be achieved. ➢ **Stream classifications can be identified using the Division's NC Surface Water ClassificatioLv wqb ➢ If noncompliance with 02T.030 t nr (gI. see Section X of this application 2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes [—]No ❑ NIA ➢ 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 N_{'AC 02B .0200? ❑ Yes ❑ No ® NIA ➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202 4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No individual permits or 401 Water Quality Certifications? ➢ Information can be obtained from the 401 & Buffer Permitting Branch 5. Does project comply with l SA NCAC 02T.0105{c7i_(-j (additional permits/certifications)? ®Yes [:]No Per 15A NCAC 02T.0I 05(c)L6i, 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 02 L0102, "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 CERTIFICATIONS: 1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the PermininZof Pump Stations and [once Mains„(latest vcrsionl. and the Grnviir Se er Minimum_ Design Criteria (latest v_ersioni as applicable7 ptr r AA, Yes ❑ No f If No, complete and submit the Variance/Altemative Design Request application (VADC 10-14) and supporting documents for review. Approval of the re uest is re uired Prior to submittal of the Fast Track Application and supporting documents. 2. Professional Engineer's Certification: ` I, J a 5� attest that this application for (Professional Engineer's name from Application Item R .) 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 143-215.613, 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. North Carolina Professional Engineer's seal, signature, and date: �\ 1A �'� R �• ti EAL 'Q1NE��. •• �iFpH 1M1 I lG 3. Applicant's Certification per 15A NCAC 02T .0106(b): fti I, JQ n ! 41ta,4 _ _ attest that this application for - (Signature Authority's name & title from Application Item 1.3.) has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this application are not completed and that if all required supporting documentation and attachments are not included, this application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non - discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition of this permit be violated. 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 143-315,6A 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 misdemeanor, which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation. Signature: O � Date: 10 ZG ZD FORM: FTA 04-16 Page 5 of 5 MUSGS uS KPA"aimror rH[ W11"OR q...... MUM QU+u1RU= 91. GEOWGM1L,URyty 15Topo yea,« C"M— .. _ Beau e:ra aoo suo.wain. MUM' NC wia O 0 N a is U� 7 Jr 4 N CO O a U � rna 0 7+ � O 00 fD In •� � aj N y fA U dH CIE GROUP July 22, 2020 NCDEQ/DWR Water Quality Section Fast Track Unit 512 North Salisbury Street Raleigh, NC 27604 Re: Northwood MUPD — Phase I Sanitary Sewer Extension Application NC Dept of En vjronmen tai Quality JUL 2 2 7020 Ralc gh 1?eglonal Of Please find attached the following information for the requested extension permit: - Application Fee: $480 - Fast Track Sewer System Extension Application (FTA 04-16) - USGS Topographic Map - Vicinity Map - Existing Downstream Permit - Electronic CD (Above Info) The above information is provided as required for processing of the requested permit application for Northwood MUPD — Phase 1 Infrastructure plans, consisting of eight (8) proposed commercial lots. This initial submittal is to allow the project to install the necessary sanitary sewer infrastructure in order to subdivide and develop the individual lots and therefore we are requesting that a Zero Flow Application be granted at this time. Each individual lot submission (submitted as multiple lots at a time) will request a Daily Design Flow at the time of Site Plan submission that will in-tum be a modification to this original permit. The estimated Daily Design Flow is listed in the calculations as 120,000 GPD. The site will require a lift station to connect to the existing forcemain on the east side of 15-501, the calculations for which are included in this submittal. Respectfully Submitted, CE Group, Inc. Mitch Craig, PE Principal/Project Manager 301 Glenwood Avenue I Raleiggh, NG 27G03 1 (919) 3G7-8790 I www.cccjroupinc.com TO: NCDENR — DWQ Raleigh Regional Office 3800 Barrett Drive Raleigh, NC 27609 F NTION: Permitting CE GROUP 301 GLENWOOD AVENUE, SUITE 220 RALEIGH, NC 27603 Phone: (919) 367-8790 E-Mail: Joefteuroyginc.com Transmittal DATE: 7/22/2020 PROJECT NO: 200-11 1 Northwood MUPD — Phase 1 Pittsboro, NC Quantity Drawing No. Description 2 1 copy/1 original Fast Track Sewer System Extension Application 1 Copy Project Narrative 1 Check $480 Application Fee — Check # j OU 1 Copy USGS Overall Area Map 1 Copy Aerial Vicinity Location Map 1 Copy Existing Downstream Permit (WQ0010602) 1;t5 . Conmenta ZSCpept o - �uL . .ola10 �,lelg REMARKS Please let us know if you require any additional information. Cashion, Ted 0V kjo q��Tf From: Mitch Craig <mitch@CEGROUPINC.COM> Sent: Monday, August 31, 2020 10:59 AM To: Cashion, Ted; jpoteat@pittsboronc.gov Cc: Robinson, Jason; ckennedy@pittsboronc.gov; Mark Ashness; Jacob Hudson Subject: [External) RE: Northwood MUPD - Phase 1 fast track sewer extension application, WQ0041851 + g External iGil. Do not eliek-linl:s or open attachments unless ou ve Send all suspicious email.a as n attac ment to ort.spam �� Ted, Please mark section X.1 as "Yes". I apologize for missing that. Thanks, Mitch MITCH CRAIG, PE PRINCIPAL I PROJECT MANAGER J CE GROUP 301 Glenwood Avenue, Suite 220 Raleigh, NC 27603 Phone: (919) 367.8790 ext.108 Cell: (919) 218-0990 www cearouoinc.com U5 Green Building Council Member From: Cashion, Ted <ted.cashion@ncdenr.gov> Sent: Saturday, August 29, 2020 8:22 AM To: Mitch Craig <mitch@CEGROUPINC.COM>; jpoteat@pittsboronc.gov Cc: Robinson, Jason <jason.t.robinson@ncdenr.gov>; ckennedy@pittsboronc.gov; Mark Ashness <mark@CEGROUPINC.COM> Subject: Northwood MUPD - Phase 1 fast track sewer extension application, WQ0041851 Mitch and John, We are reviewing the subject application. Item X.1 of the application was not marked as required. To expedite issuance, please tell us how to mark this item, we'll mark it far you, and then we'll proceed with drafting the permit. Ted Cashion Water Quality Regional Operations Division of Water Resources NC Department of Environmental Quality Raleigh Regional Office 919-791-4254 ted.cashion@ncdenr.gov 1628 Mail Service Center Raleigh, NC 27699-1628 3800 Barrett Drive Raleigh, NC 27609 rr�'+"� al ImteneRnLl truY� Subscribe to Collection System & Sewer Permittinu Updates Email correspondence to and from this address may be subject to the North Caroitrna Pvtijic Records Low and may be disclosed to third parties unless the content is exempt by statute or other regulation. 1 will be working away from the office most days. 1 will be checking email periodically. If you need immediate assistance please contact a water resources staff member at our main number, 919-791-4200. Based on the current guidance to minimize the spread of COV1D-19, DEQ has adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or are on staggered shifts. 7o occomodate these staffing changes, all DEQ office locations are limiting public access to appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging time. Cashion, Ted tA/ (0 0 � ( E 5--- ( From: Cashion, Ted Sent: Saturday, August 29, 2020 8:22 AM To: mitch (mitch@CEGROUPINC.COM);jpoteat@pittsboronc.gov Cc: Robinson, Jason; ckennedy@pittsboronc.gov; mark@cegroupinc.com Subject: Northwood MUPD - Phase 1 fast track sewer extension application, WQ0041851 Mitch and John, We are reviewing the subject application. Item X.1 of the application was not marked as required. To expedite issuance, please tell us how to mark this item, we'll mark it for you, and then we'll proceed with drafting the permit. Ted Cashion Water Quality Regional Operations Division of Water Resources NC Department of Environmental Quality Raleigh Regional Office 919-791-4254 ted.cashionPricdenr.eov 1628 Mail Service Center Raleigh, NC 27699-1628 3800 Barrett Drive Raleigh, NC 27609 UE �Z Subscribe to Collection System & Sewer Permitting Updates Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulation. 1 will be working away from the office most days. 1 will be checking email periodically. if you need immediate assistance please contact a water resources staff member at our main number, 919-791-4200. Based on the current guidance to minimize the spread of COVID-19, DEQ has adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or ore on staggered shifts. To occomodate these staffing changes, all DEQ office locations are limiting public access to appointments only. Please check with the appropriate staff before visiting our offices, as we maybe able to handle your requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging time.