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HomeMy WebLinkAboutWQ0041395_Application (FTSE)_20191230DWR 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: u" JU 1 (Io be compleiLd by DWR) All items must be completed or the a plication will be returned I. APPLICANT INFORMATION: 1. Applicant's name: Town of Weldon (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: Julia Meacham per 15A NCAC 02T .0106 b Title: Mayor 4. Applicant's mailing address: 109 Washington Avenue n -j- ' City: Weldon State: NC Zip: 27890- � h A �u � a � {�1 5. Applicant's contact information: 7 ✓�Uskk K , t0 Phone number: (252) 5364836 Email Address: kvamell lstocksengineering.com I II. PROJECT INFORItiIATION: 1. Project name: Halifax Community Collect Advanced Manufacturing 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: Halifax 4. Approximate Coordinates (Decimal Degrees): Latitude: 36.426411 Longitude:-77.617972 5. Parcel 1D (if applicable): 4907-12-86-2748 (or Parcel ID to closest downstream sewer) III. CONSULTANT INFORMATION: 1. Professional Engineer: J._Micahel Stocks, PE License Number: 19843 Firm: Stocks_ Engineering, P.A. Mailing address: PO Box 1108 City: Nashville State: NC .Zip: 27856- Phone number: (252) 459-8196 Email Address: mstocks(c�stocksengineering.com IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION: 1. Facility Name: Weldon WWTF Permit Number: NCO025721 Owner Name: Town of Weldon V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF): I. Permit Number(s): WQUnknown Downstream (Receiving) Sewer Size. 8 inch System Wide Collection System Permit Number(s)( if applicable): WQCS Q 15 Owner Name(s): Town of Weldon FORM: FTA 04- l6 Page I of 5 Vl. GENERAL REQUIREMENTS I. if the Applicant is a Privately -Owner! 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 it Developer's Operational Agreement (FORM: DEV) been attached? [:]Yes ❑No ®NIA 3_ If the Applicant is a Home/Property Owners' Association. has an Operational Asreemen! FORM: I-IOA 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 andlor Motels ® School 1 preschool / day care ❑ Medical 1 dental 1 veterinary facilities ❑ Swimming Pool /Clubhouse ❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash ❑ Businesses ;' offices I factories ❑ Nursing Home ❑ Other (Explain in Attachment) 5. Nature of wastewater : 100 % Domestic;'Commercial % Commercial _ % Industrial (See 15A NCAC 02"1-.0103(20)) 4 Is there a Pretreatment Program in effect? ❑ Yes ❑ No 6. Hasa flow reducr ion been approved under 15A NCAC 02T .01 14(f)? ❑ Yes ®No ➢ If yes. provide a copy of flow reduction approval letter 7. Summarize wastewater generated by project: Establishment Type (see 021.0114(f)] Daily Design Flow 2,1 No. of Units Flow College Building Addition +/-100 Students 10 galfstudent 100 1000 GPD gal! GPD gall GPD gal/ GPD gal/ GPD gall GPD Total 1000 GPD a See 15A NCAC 02'r .0l 14(b). (d). (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per dwelling; proposed unknown nonresidential 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 .01 14(c), design flow rates for establishments not identified [in table I5A NCAC 02T.01 141 shall be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data. 8. Wastewater generated by project: 1000 GPD (per 15A NCAC 02T .0 E 14) / ➢ Do not include future flows or previously permitted allocations v If permitted now 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 now expected ❑ Other (Explain): __ FORM: FTA 04-16 Page 2 of 5 U7 VIII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers): 1. Summarize gravity sewer to be permitted. - Size (incites) Length (feet) Material 8 531 PVC 8 178 DIP I. 2. 3. 4. 5. 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) D Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & M_DC (Pump Stations/Force Mains): COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT Pump station number or name:.._ _ Approximate Coordinates (Decimal Degrees): Latitude: Longitude: - Design flow of the pump station: millions gallons per day (finn capacity) Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDI-1) 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)(I ): ❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02'r .0305(h)(I)(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)(l)(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. 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 ourcc or pump, including travel timeframes, shall be provided in the case of a multiple station power outage. FORM: F'CA 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) & 15A NCAC 02T.0305(f) contains minimum separations that shall be provided 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 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 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. "Stream classifications can be identified using the Division's NC Surface Water_ Classifications webpace If noncompliance with 02T.0305(f) or 6,,L 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 0213.0200? ❑ Yes ❑ No ® NA i 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? i Information can be obtained from the 401 & Buffer Permitting Branch 5. Does project comply with 15A NCAC 02T.0105 c 6) (additional permitslcertifications)? ® Yes ❑ No Per 15A NCAC 02T.0I05(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 ❑ NSA Y 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 (lie permitee's individual System -Wide Collection permit. FORM: FTA 04-16 Page 4 of 5 X. CERTIFICATIONS: Does the submitted system comply with 15A NCAC 02T, the Nlinimum_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.-Altemative Design Request application (VADC 10-14) and supporting documents for review_ Approval of the re uest is required prior to submittal of the Fast Track Avolication and supporting documents. 2. Professional Engineer's Certification 1' _ _attest that this application for (Professional Engineer's name from Application Item 11I.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 plains (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 S 10,000, as well as civil penalties up to $25,000 per violation. Borth Carolina Professional Engineer's seal, signature, and date: Applicant's Certification per 15A NCAC 02T .0106(b): M (Signature Authority's name & title from Application Item I.3.) attest that this application for 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 143-215.613, 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: _ _ Date: FORM: 17A 04-16 Page 5 of X. CERTIFICATIONS: 1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria Ibr the Permitting of Pump Stations and Force Mains (latest version), and the Gravity SewerMininunn 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. Anproval of (lie request is required prior to submittal of the Fast Track Application and sup ortinl documents. 2. Professional Engineer's Certification: 1,—ILL �G.1�..S attest that this application for (Professional Engineer's 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. 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 1 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 sliall 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: Vi GAR0 4 t,, LSS SEAT. " 843 q � s.. I 3. Applicant's Certification per 15A NCAC 02T .0106(b): 1, / ,lI t t f 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. 1 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: 'A ' d s �'i')ti- �l ,1A1 (,/lf Date: 1131z„ I 1p C1 r1 FORM: FTA 04-16 Page 5 of 5 DWKw'h Dlvtslon of Water Resources Entity Requesting Allocation: State of North Carolina Department of Environmental Quality Division of Water Resources Flow Tracking for Sewer Extension Applications (FTSE 10-18) Town of Weldon Project Name for which Flow is being requested: Halifax Community College More thrrtt one FTSC may he required for a single project if the oipner of llte IVIVTP is not responsible for all ptuup 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: Town of Weldon Wastewater Treatment Plant b. WWTP Facility Permit : NCO025721 A11 flows are itt MGD c. WWTP facility's permitted flow 1.20 d. Estimated obligated now not yet tributary to the WWTP 0.00 e. WWTP facility's actual avg. now 0.632 £ Total flow for this specific request 0.001 g. Total actual and obligated flows to the facility 0.633 h. Percent of permitted flow used 52.75% 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 1 pt), Avg. Daily Daily Flow, Obligated Available Number) No. MGD MGD Flow, MGD MGD Flow Capacity*** 158 PS unknown) 1.080 0.432 0.259 0.001 0.260 0.172 * 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 (pl) 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 bchvicen the project connection point and the WWTP where the Available Capacity is < U. Downstream Facility Name (Sewer): Town of Weldon WW Collection System Downstream Permit Number: WQ0034992 Page 1 o f 6 FTS E 10-18 111. Certification Statement: I Julia M. Meacham 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. Official Signature pate -pi'1(At"6-. Title of SignIlIg' Official Page 2 o f G >:TSC 10-18 Sewer Narrative The proposed project consists of a new instructional building on the campus of Halifax Community College in Weldon, NC. The proposed building will be largely shop space for manufacturing training. The sewer flows have been estimated based on 100 students utilizing the building at 10 Gal/Student/Day. The existing sewer system is an 8" sewer system located within the campus property. Cashion, Ted From: Kevin Varnell <kvarnell@stocksengineering.com> Sent: Wednesday, February 12, 2020 8:17 AM To: Cashion, Ted; Mike Stocks; mayorjmeacham@historicweldonnc.com Cc: Robinson, Jason Subject: [External] RE: Halifax Community College Advanced Manufacturing fast track sewer extension application Attachments: FTA 04-16 (Update).docx ffitternal email.-Do;not-diali-links or open atta rnents unless you verify. Send all suspicious email asan attkhmnt to m Ted, apologize. I was not aware that the mayor had responded. Attached is the word format with the changes requested. Let me know if you want me to put together a final permit with the correct sheets and the scanned signatures. I mailed the original in. Sincerely, J. K.evtn varweLL 0 ENGINEERING M "44 kbw�6' Our Competitive Advantage We build long term relationships with our clients by being Creative, Personable, Accessible, Responsive, and Knowledgeable. From: Cashion, Ted <ted.cashion@ncdenr.gov> Sent: Wednesday, February 12, 2020 8:12 AM To: Mike Stocks<mstocks@stocksengineering.com>; Kevin Varnell <kvarnell@stocksengineering.com>; mayorjmeacham@historicweldonnc.com Cc: Robinson, Jason <jason.t.robinson@ncdenr.gov> Subject: RE: Halifax Community College Advanced Manufacturing fast track sewer extension application Following up on the email below. The Mayor has already responded, thanks Mayor. ted Ted Cashion Water Quality Regional Operations Division of Water Resources NC Department of Environmental Quality Raleigh Regional Office 919-791-4254 ted.cashion ncdenr. ov 1628 Mail Service Center Raleigh, NC 27699-1628 3800 Barrett Drive Raleigh, NC 27609 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. From: Cashion, Ted Sent: Tuesday, January 28, 2020 9:55 AM To: Mike Stocks (mstocks stocksen ineerin .com) <mstocks stocksen ineerin .com>; Kevin Varnell (kvarnell@stocksengineerins.com) <kvarnell stocksen ineerin .comp; mayoromeacham@historicweldonnc.com Cc: Robinson, Jason <iason.t.robinson@ncdenr.gov> Subject: Halifax Community College Advanced Manufacturing fast track sewer extension application H! Mike, Kevin, and Mayor, We are reviewing the subject application and need some revisions to the application. - In item V, Please provide the downstream sewer permit number (if not known, estimate the approximate age of the line), downstream sewer size, and system wide collection system permit number. - Item IX. 1, please mark either "yes" or "no". - Item IX.6, (high priority line), please mark either "yes" or "no". Please submit revised pages with the requested info. Please have Mayor Meacham respond by email to us confirming her agreement with the revisions you make to the application. We'll continue drafting the permit upon submittal of the above. Thx ted Ted Cashion Water Quality Regional Operations Cashion, Ted From: Cashion, Ted Sent: Wednesday, February 12, 2020 8:12 AM To: Mike Stocks; Kevin Varnell; mayorjmeacham@historicweldonnc.com Cc: Robinson, Jason Subject: RE: Halifax Community College Advanced Manufacturing fast track sewer extension application Following up on the email below. The Mayor has already responded, thanks Mayor. ted Ted Cashion Water Quality Regional Operations Division of Water Resources NC Department of Environmental Quality Raleigh Regional Office 919-791-4254 ted.ca.shion@ncdenr.gov 1628 Mail Service Center Raleigh, NC 27699-1628 3800 Barrett Drive Raleigh, NC 27609 D. E r Drw:i+snt c� EmrprsnrnW 41uL� Subscribe to Collection System & Sewer Permitting Updates Email correspondence to and from this address may be subject to the North Carolina Public Records Low and may be disclosed to third parties unless the content is exempt by statute or other regulation. From: Cashion, Ted Sent: Tuesday, January 28, 2020 9:55 AM To: Mike Stocks (mstocks@stocksengineering.com) <mstocks@stocksengineering.com>; Kevin Varnell (kvarnell@stocksengineering.com) <kvarnell@stocksengineering.com>; mayorjmeacham@historicweldonnc.com Cc: Robinson, Jason <jason.t.robinson@ncdenr.gov> Subject: Halifax Community College Advanced Manufacturing fast track sewer extension application Hi Mike, Kevin, and Mayor, We are reviewing the subject application and need some revisions to the application. In item V, Please provide the downstream sewer permit number (if not known, estimate the approximate age of the line), downstream sewer size, and system wide collection system permit number. Item IX. 1, please mark either "yes" or "no". Item IX.6, (high priority line), please mark either "yes" or "no". Please submit revised pages with the requested info. Please have Mayor Meacham respond by email to us confirming her agreement with the revisions you make to the application. We'll continue drafting the permit upon submittal of the above. Thx ted Ted Cashion Water Quality Regional Operations Division of Water Resources NC Department of Environmental Quality Raleigh Regional Office 919-791-4254 ted.cashion@ncdenr.eov 1628 Mail Service Center Raleigh, NC 27699-1628 3800 Barrett Drive Raleigh, NC 27609 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. Cashion, Ted From: Mayor Julia Meacham<mayorjmeacham@historicweldonnc.com> Sent: Monday, February 10, 2020 5:12 PM To: Cashion, Ted Subject: [External] SEWER EXTENSION APPLICATION xterna€ email. Do not clIck-ltnks or open attachments unI&s.you v". yen .' I1 suiplalous ema ."an attkhmentto J��r,saarn C� r«.c.stav Mr. Cashion, I agree with revisions to the HCC Advanced Manufacturing fast track sewer extension application. Mayor Julia Meacham Town of Weldon Sent from my U.S. Cellular@ Smartphone dA013 7 s Cashion, Ted From: Cashion, Ted Sent: Tuesday, January 28, 2020 9.55 AM To: Mike Stocks(mstocks@stocksengineering.com); Kevin Varnell (kvarnell@stocksengineering.com); mayorjmeacham@historicweldonnc.com Cc: Robinson, Jason Subject: Halifax Community College Advanced Manufacturing fast track sewer extension application Ili Mike, Kevin, and Mayor, We are reviewing the subject application and need some revisions to the application. - In item V, Please provide the downstream sewer permit number (if not known, estimate the approximate age of the line), downstream sewer size, and system wide collection system permit number. - Item IX. 1, please mark either "yes" or "no". Item IX.6, (high priority line), please mark either "yes" or "no". Please submit revised pages with the requested info. Please have Mayor Meacham respond by email to us confirming her agreement with the revisions you make to the application. We'll continue drafting the permit upon submittal of the above. Thx ted Ted Cashion Water Quality Regional Operations Division of Water Resources NC Department of Environmental Quality Raleigh Regional Office 919-791-4254 ted.cashion@ncdenr.eov 1628 Mail Service Center Raleigh, NC 27699-1628 3800 Barrett Drive Raleigh, NC 27609