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WQ0040224_Application (FTSE)_20180911
Central Files: APS SWP 8/ 14/2018 Permit Tracking Slip Program Category Status Project Type Non -discharge In review New Project Permit Type Version Permit Classification Gravity. Sewer Extension, Pump Stations, & Pressure Sewer Extensions A Individual Primary Reviewer Permit Contact Affiliation dean.hunkele Coastal SWRulle Permitted Flow IFa c i lty NORRIS & TUNSTALL CONSULTING ENGINEERS P.C. 902 Market Street Wilmington, NC 28401 (910) 343-9653 (910) 343-9604 Fax John S. Tunstall, P.E. T. Jason Clark, P.E. Joseph S. Hill, Jr., P.E. August 9, 2018 NC DEQ Division of Water Resources Water Quality Regional Operations Section Wilmington Regional Office 127 Cardinal Drive Extension Wilmington, NC 28405 Re: Gravity Sewer Extension Fast. Track Permit Application Woodlands at Echo Farms — PH 1 — Tract 313 4114 Echo Farms Boulevard Wilmington, NC N&T Project No. 16083 Dear Sir or Madam: 1429 Ash -Little River Road Ash, NC 28420 (910) 287-5900 (910) 287-5902 Fax J. Phillip Norris, P.E. Thomas J. Scheetz, E.I. e.' 1yx1 M Iej T 1ih�� Enclosed is one (1) original application form with one (1) copy, two (2) copies of the Sewer Narrative, one (1) original Flow Tracking /Acceptance Form (FTSE 08-13) from the Cape Fear Public Utility Authority with one (1) copy, two (2) 8'/2 x 11 color USGS Topographic Maps, two (2) site plans (ledger size) and a $480.00 check for the processing fee. Please review this information for approval and contact us with any questions or comments you may have. Thank you for your assistance on this project. Sincerely, NORRIS & TUNSTALL CONSULTING ENGINEERS, P.C. UU T. Jaso 'Clark, P.E: TJC/asn 16083 08-09-18-s-swr-Itr (313 Public) Enclosures cc: Bill Stapleton / Matrix Development Group (by E-Mail Only) Joseph Taylor / Matrix Development Group (by E-Mail Only) NCBELS License C-3641 State of North Carolina 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 t��.Qo (1 Application Number. a�.L( (to be completed by DWR) All items must be completed or the application will be returned I. APPLICANT INFORMATION: 1. Applicant's name: Cape Fear Public Utility Authority (company, municipality, HOA, utility, etc.) 2. Applicant type: ❑ Individual El Corporation [:1 General Partnership El Privately -Owned Public Utility ❑ Federal ❑ State/County El Municipal ® Other 3. Signature authority's name: Matt Tribett, P.E. per 15A NCAC 02T .0106�b) Title: Engineering Manager 4 Applicant's 1' �� ItH V pp scant s mailing address: 235 Government Center Drive �. City: Wihn tg_on State: NC Zip: 28403- ON AUG 10 5. Applicant's contact information: i- 11 ta Phone number: (910) 332-6415 Email Address: Matthew.Tribett@cfpua.org 3_...___.T H. PROJECT INFORMATION: 1. Project name: Woodlands at Echo Farms - PHI -Tract 3B 2. Application/Project status: 0 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: New Hanover 4. Approximate Coordinates (Decimal Degrees): Latitude: 034° Longitude: -0.77° 5. Parcel ID (if applicable): R07006-002-001-000 3t(�6:-7,GS (or Parcel ID to closest downstream sewer) III. CONSULTANT INFORMATION: 1. Professional Engineer: T. Jason Clark, P.E. License Number: 030869 Firm: Norris & Tunstall Consulting Engineers, P.C. Mailing address: 902 Market Street City: Wihn on State: NC Zip: 28401- Phone number: (910) 343-9653 Email Address: jclark@ntengineers.com IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION: 1. Facility Name: M'Kean Maffitt (Southside WWTP) Permit Number: NC 0023973 Owner Name: Cape Fear Public Utility Authority V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF): 1. Permit Number(s): WQ(DEQ Doesn't Know) System Wide Collection System Permit Number(s) (if applicable): WQCS Owner Name(s): Cape Fear Public Utility Authority FORM: FTA 04-16 Page 1 of 5 ,iVI. , ,GENERAL REQUIREMENTS 1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached? ❑ Yes NNo ❑N/A 2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached? El Yes MNo FIN/A 3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached? EJ Yes ❑No RN/A 4. Origin of wastewater: (check all that apply): ❑ Residential Owned ❑Retail (stores, centers, malls) El Car Wash ❑ Residential Leased El Retail with food preparation/service El Hotel and/or Motels ❑ School /preschool /day care El Medical /dental /veterinary facilities ❑ Swnnming Pool /Clubhouse ❑ Food and drink facilities ❑Church El Swimming Pool/Filter Backwash ❑ Businesses /offices /factories ❑Nursing Home [:1 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. Has a flow reduction been approved under 15A NCAC 02T A114(fl? [-]Yes ❑ No ➢ If yes, provide a copy of flow reduction approval letter 7. Summarize wastewater generated by project: Establishment Type (see 02T.0I 4 fl) Daily Design Flow 13,b No. of Units Flow Single Family Residential 4-Bedroom 480 gal/Lot 92 44,160 GPD gal/ GPD gal/ GPD gal/ GPD gal/ GPD gal/ GPD Total 44,160 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.0114] shall be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data. 8. Wastewater generated by project: 44,160 GPD (per 15A NCAC O2T .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): �r IotS ���0 IUluSS#'�°1 FORM: FTA 04-16 Page 2 of 5 ti VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers): ` 1. Summarize gravity sewer to be permitted: Size (inches) Length (feet) Material 8" 4,833 PVC ➢ 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 1VIDC VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Forcesins): COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT 1. Pump station number or name: 2. Approximate Coordinates (Decimal Degrees): Latitude: 0Longitude: - ° 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 .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 Beater 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 JX. ,,SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)): 1. Does the project comply with all separations found in _15A NCAC 02T .0305(fl & (g,) ➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems: 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-I waters of Class I or Class 11 impounded reservoirs used as a source of drinking water 100 feet "Waters Waters classified WS (except WS-I 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 D cannot be achieved. ➢ "Stream Stream classifications can be identified using the Division's NC Surface Water Classifications webpage ➢ If noncompliance with 02T.0305(�f) or (g), see Section X of this application 2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑Yes M No ➢ 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 all setbacks found in the river basin rules per 15A NCAC 02B .0200? Yes ❑ No ➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202 4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes [:]No ➢ Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters ➢ Information can be obtained from the 401 & Buffer Permitting Branch 5. Does project comply with 15A NCAC 02T.0105(c, (6) (additional permits/certifications)? 0 Yes [:1 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.0401, "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. E]Yes ® No ➢ 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 ` o 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 Gravity Sewer Minimum Design Criteria (latest version) as applicable? 0 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 requi=prior to submittal of the Fast Track Application and supporting documents. 2. Professional Engineer's Certification: S -- T` I, CK 1 attest that this application for (Professional Engineer's name from Application Item III.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 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 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. ` %111tillII/ ......................````.. �,,� ..................../ �...................... North Carolina Professional Engineer's seal, signature, and date: • • .. O %,, \�� . • , •011 �. ew, 43$9 a �N %........................................................................................ 3. Applicant's Certification per 15A NCAC 02T .0106(b): I, A 1"j"��(Ai W1. sw I � L�f� M6R.attest that this application for (Signature Authority's name & title fr m Application Item I.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 143-215.6A 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. Si Date: FORM: FTA 04-16 Page 5 of 5 All flows are in MGD c. WWTP facility's permitted flow 12.000 d. Estimated obligated flow not yet tributary to the WWTP 1.975 e. WWTP facility's actual avg. flow 8.044 f. Total flow for this specific request 0.044160 g. Total actual and obligated flows to the facility 10.063 h. Percent of permitted flow used 83.9% 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 / p f), Daily Flow, Daily Flow, Obligated Available Number) MGD MGD MGD MGD Flow Capacity* ?6 n 1 R7 n n75 n n7A n na6 n 1 1?C _n n� 1 76 5.616 2.246 1.025 0.531 1.557 0.690 9,7 0179 n151 n151 n11? nI?6? _n111 W The Firm Uapacity 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 (pt) 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): Cape Fear Public Utility Authority Downstream Permit Number: Not Available Page l of 6 FTSE 04-16 ' III. Certification Statement: I Matthew Tribett, CFPUA Eng. Mgr 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 Signature ate Page 2of6 FTSE 04-16 PLANNING ASSESSMENT ADDENDUM (PAA) Submit a planning assessment addendum for each pump station listed in Section II where Available Capacity is < 0. Pump Station (Name or Number): Given that: a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for and MGD of the Available Capacity (E) in Pump Station and that b. The rate of activation of this obligated, not yet tributary capacity is currently approximately MGD per year; and that c. A funded Capital Project that will provide the required planned capacity, namely PS 26 & 27 Upgrades is in design or under construction with planned completion in 3rd qtr 2021 (latest) ; and/or d. The following applies: The developer of this project is required by agreement to complete an upgrade of PS 27 and PS 26 prior to activating the sewer for this project. The average daily design capacity of PS 27 will be increased to a minimum of 0.387 mgd and PS 26 will be increased to a minimum of 0.110 mgd. Capacity created by the upgrade has been obligated to the developer by the agreement. The flow requested for this project is a portion of that obligation. Therefore: Given reasonably expected conditions and planning information, there is sufficient justification to allow this flow to be permitted, without a significant likelihood of over -allocating capacity in the system infrastructure. I understand that this does not relieve the collection system owner from complying with G.S. 143- 215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal system. OVficiai Signature Date Page 3 of 6 FTSE 04-16 SEWER NARRATIVE WOODLANDS AT ECHO FARMS — PH 7 — TRACT 3B 4114 Echo Farms Boulevard Wilmington, North Carolina For Echo Farms, LLC c/o Matrix Development Group, CN 4000, Forsgate Drive Cranbury, NJ 00012 (732) 521-2900 December 2017 Prepared by: NORRIS & TUNSTALL CONSULTING ENGINEERS, P.C. 902 Market Street Wilmington, North Carolina 28401 (910) 343-9653 (910) 343-9604 (Fax) License # C-3641 N&T Project #16083 (Tract 3B) SEWER SYSTEM NARRATIVE WOODLANDS AT ECHO FARMS — PH 1 — TRACT 313 This public gravity system is designed to serve a single-family development. A total of 41833 LF of 8" sewer line will be extended in Tract 3B. Flow from this tract flows to two (2) separate pump stations (PS #26 & PS #27). 1,487 LF of 8" gravity sewer line will be extended from the existing sewer main that flows to PS #27. This extension will serve 31 lots. 31346 LF of 8" gravity sewer line will be extended from the existing sewer main that flows to PS #26. This extension will serve 61 lots. This system will be served by the Cape Fear Public Utility Authority. Both pump stations are owned and operated by the Cape Fear Public Utility Authority. Expansion / upgrades of both pump stations are required and have been submitted to the Cape Fear Public Utility Authority for review. Hunkele, Dean From: Jason Clark <jclark@ntengineers.co.m> Sent: Monday, September 10, 2018 4:14 PIVI To: Hunkele, Dean Cc: Matthew Tribett (Matthew.Tribett@cfpua.org); John Tunstall; Amy Norris Subject: Re: [External] Re: Pending WQ0040224 for Woodlands @ Echo NOW FN d411 Sp-,11146-153 W-1. U WWI On- S-04-Pp 'nQ 11 -71 21", -Hi - It shall be a HPL. Thanks, T. Jason Clark, PE 902 Market Street, Wilmington, NC 28401 910-343-9653 (Ext. 202) 1910-343-9604 (F) iclark@ntengineers.com It is the professional opinion of Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc. that this electronic information provides design information current as of the date of its release. It shall be the responsibility of the party receiving the data to examine it to see that it contains the necessary files and information requested. In transferring the files in electronic media format, Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc. makes no representations as to the usability or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc. in the preparation of such data. From: "Hunkele., Dean" <dean.hunkele ncdenr.gov> Date: Monday, September 10, 2018 at 10:56 AM To: Jason Clark <iclark@nteng neers.com> Cc: "Matthew Tribett (Matthew.Tribett_@cfpua.org)" <Matthew.Tribett@cfpua.org>, John Tunstall <Jtunstall2ntengineers.com>, Amy Norris <anorris@ntengineers.com> Subject: RE: [External] Re: Pending WQ0040224 for Woodlands @ Echo I will issue the variance via Fast Track with the information provided if you are sealing from wetlands as that is different than sealing for flooding which is sealed lids and maybe elevated vents; it is that you don't have to get a variance from Raleigh be'fore applying for the permit. 1 So is the line through the culvert just to confirm it will be a HPL? Dean Hunkele Environmental Specialist II Water Quality Regional Operations Section Division of Water Resources Department of Environmental Quality 910.796.7215 Reception Desk 910.796.7380 Direct 910.350.2004 Fax Dean. Hunkele ncdenr. ov Wilmington Regional Office 127 Cardinal Drive Ext Wilmington, NC 28405 http://deg.nc.gov/contact/regionaI-offices/wilmington m����� � the North C ���arPublic Records Low ��d ��;��disclosed �; third o�) , 7 po ties The goal of the Fast Track sewer permit program is to issue a permit in no more than 30 business days from receipt of a complete application and if no additional information has to be requested upon full review. Please use the Department's Permit Application Tracker to determine the official application receipt date to allow you to estimate a date for issuance and find the reviewer's name. Once issued, the record stays on the site for 30 days. For previously issued sewer permit info or to check on sewer certification receipt status, please use the Division's Sewer Extension Permit Tracker. Using the Issue Date on top of the Engineer Certification Form is best way to ensure getting what you want especially for multi -version permits; using today's date only gives info on the latest permit version. Confirmation using this method will replace letters and emails; it is recommended that confirmation be printed and/or saved. Links to both trackers can be found on the sewer permitting site here: https://deg.nc.gov/about/divisions/water-resources/water-resources- Permits/peres/collection-systems-permits Subscribe to Collection System Updateslistserve to receive automatic alerts for changes to applications, policies, regulations, etc. .................................................................................. From: Jason Clark [mailto:`clark nten ineers.com] Sent: Monday, September 10, 2018 10:41 AM To: Hunkele, Dean <dean.hunkele2ncdenr.gov> Cc: Matthew Tribett (Matthew.Tribett cf ua.or ) <Matthew.Tribett cf ua.or >; John Tunstall < tunstall@ntengineers.com>; Amy Norris <anorris@ntengineers.com> Subject: Re: [External] Re: Pending WQ0040224 for Woodlands @ Echo T N era e. _ - af.Da. noa.. .._ .:........t. cf c [ n� r o en attachrrerts uriessr :fed Sed.ai.l.s :s t:ctou err�a.l as..a.r..a.ttach�.e t tc k.. t r.. a..:.... _......_.... __. _ ..._:. _.... _...... a. r p ..N. .' 3. B Dean, The SSMH 3-10 and 3-11 must be a sealed manholes due to flood elevation in the area. Flood elevation (BFE) is 9 feet. With the specification of sealed manholes, approved alternative design criteria, a Variance would not be needed per IX.2. Is this correct? What else do you need from us, Plans? App revision? Thanks, T. Jason Clark, PE 0 a NL .7 N 14r, SUETING.-EN IN 902 Market Street, Wilmington, NC 28401 910-343-9653 (Ext. 202) 1910-343-9604 (F) iclarkQntengineers.com It is the professional opinion of Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall. Consulting Engineers, Inc. that this electronic information provides design information current as of the date of its release. It shall be the responsibility of the party receiving the data to examine it to see that it contains the necessary files and information requested. In transferring the files in' electronic media format, Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc. makes no representa, tions as to the usability or readability of documents resulting from the use of software application packages, operating systems. or computer hardware differing from those used by Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc. in the preparation of such data. From: "Hunkelel Dean" <dean. hunkele@ ncden r.gov> Date: Monday, September 10, 2018 at 10:30 Am To: Jason Clark <Jclark,@nten.gineers.com> Cc: "Matthew Tribett (Matthew.Tribett@cfpua.org)" <Matthew.Tribett@cfpua.orgT>/ John Tunstall <itunstall@ntengineers.com>, Amy Norris <anorris@ntengineers.com ' > Subject: RE: [External] Re: Pending WQ0040224 for Woodlands @ Echo Looks like the sewer main through the box culvert will need to be deemed as a HPL. Based on Banard's Creek being classified as Class C, then it appears the wetland setback will only be 10 feet for manholes. So do you.still have a conflict to need the "variance" and have to seal the manhole(s) per the alternative design criteria? Dean Hunkele Environmental Specialist 11 - Water Quality Regional Operations Section Division of Water Resources Department of Environmental Quality 910.796.7215 Reception Desk 910.796.7380 Direct 910.350.2004 Fax Dean.Hunkele@ncdenr.gov Wilmington Regional Office 127 Cardinal Drive Ext Wilmington, NC 28405 http://deg.nc.gov/co'ntactZregional-officesZwilmington E/7ioi/ correspondence 4 g d 1" = ' �j dr s is 5 c 1 �� " `€ �Caroh (7 PuV- R c r Low m7d may b disclosed `o th; The goal of the Fast Track sewer permit program is to issue a permit in no more than 30 business days from receipt of a complete application and if no additional information has to be requested upon full review. Please use the Department's Permit Application Tracker to determine the official application receipt date to allow you to estimate a date for issuance and find the reviewer's name. Once issued, the record stays on the site for 30 days. For previously issued sewer permit info or to check on sewer certification receipt status, please use the Division's Sewer Extension Permit Tracker. Using the Issue Date on top of the Engineer Certification Form is best way to ensure getting what you want especially for multi -version permits; using today's date only gives info on the latest permit version. Confirmation using this method will replace letters and emails; it is recommended that confirmation be printed and/or saved. Links to both trackers can be found on the sewer permitting site here: htt s: de .nc. ov about divisions water -resources water -resources - perm its/peres/co l Iection-system s-permits Subscribe to Collection System Uodateslistserve to receive automatic alerts for changes to applications, policies, regulations, etc. From: Jason Clark [mailto:jclarlc nten ineers.com] Sent: Monday, September 10, 2018 9:47 AM To: Hunkele, Dean <ea.hunkele@ncdenr.Ov> Cc: Matthew Tribett (Matth w.Tribett cf ua.or ) <Matthew.Tribett cf ua.or >; John Tunstall < tunstall@ tengineers.com>; Amy Norris <anor ris@nten ineers.com> Subject: [External] Re: Pending WQ0040224 for Woodlands @ Echo Importance: High ............... .:...; ..........«.............................._....,...__..«:.e«...,....«_....^-._...........,.......«_....__.««...,.........,,«....,.....«..........,..._.....::.:.__....__._.....-........-tea «.._... .......: «::.- �-�.„^.� s:;^.x�:^�.,.::>:=�...._. _.;a;..:.,: '-,«:._,._:.... «:.�....;..•s:......>.;.... ..,. «..-.=...;...._.:..._-... ......:.s; x:->�.:.. �'�;._• fix....,............-.. .... ....:........ w......«......., .:5..« ..,.....«._._ .. ..,. «.. _. ......,..., .. ...3..............................«....__... _..._ ........ .......w..,..... «. :....,..,. ......^.... ..... �..:� ...... � - « � ... ...2_...... x ... � .... ... «....._.. .. w.,..__.•_...._ .....^.; ..,...x; ..._.; r.:..,«.w.:«....:..� -... �=z:.�f:,:.�s......,....«...:..,..,w.,.....................,,_.....,..,.,....gin... ..._ss.««. ._. ....,.........»...... ._::;..«.v. ...:. „.....,.... .. -..: ,....-. .._ ..... •s ......._...,«.._.!' - .. ... �. ^ . ..... ,. .q......«... _.. ....._..,.. _.,...«..: mom^' ._., x r- ...... .. ......... ..................... .._...._..__..... :.�. «.-.._. w.._...««._....„„..-1............____.....«..._........:..�.:.....-5«.'...».._w.:... ..w_..y...•.w._..«...�«.........:'f..«.....««.....«�«.._._..,_.«.....w..._:... «_:,•.::'::.�-:''..:: ._.;'.:.^.:.�^'..-"..^""..:'.::.^.."...,......._....:y.�^...:...:>."3.«'_'S:.�........w,....'..:::^.«..."....:.: «.........«....«« .....w,,.«.., a.«........,... A..-,.........5. Yu....wG.....,«..,.. ... ..-z« 5...._ _^ _««......v..,.««: "^':!-. _..........._. `^�.^54::::.,.5a'�. ^�^L^'::.^2: ^ «^ .^. .. .. ....C. v..«. .... _..«.,.............,...-.s.....('.:">.,)_.......,.1.Y.w:2:.'».'.':�5^......5^...w..__....«....................%5,...._....,............._.... ,_..........._._�...' ._�..._....... �'.... _.............�G'..... ..... Dea n, Please see attached pdf-s. Please review and let me know if this answers your questions. If so we can get you revised hard copies. IF not, please advise and we will make revisions. Thanks, T. Jason Clark, PE 902 Market Street, Wilmington, NC 28401 910-343-9653 (Ext. 202) 1 910-343-9604 (F) iclark@ntengineers.com It is the professional opinion of Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc. that this electronic information provides design information current as of the date of its release. It shall be the responsibility of the party receiving the data to examine it to see that it contains the necessary files and information requested. In transferring the files in electronic media format, Norris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc. makes no representations as to the usability or readability of documents resulting from the use of software application packages, operating 4 systems, or computer hardware differing from those used by Dorris & Tunstall Consulting Engineers, P.C. and Norris, Kuske & Tunstall Consulting Engineers, Inc. in the preparation of such data. From: "Hunkele, Dean" <dean.hunkele@ncdenr.gov> Date: Friday, September 7, 2018 at 1:55 PM To: Jason Clark <'clark nten ineers.com> Cc: "Matthew Tribett (Matthew.Tribett cf ua.or )" <Matthew.Tribett cf ua.or > Subject: Pending WQ0040224 for Woodlands @ Echo Jason, The application states that the 50-foot wetland setback is not being met, but provides no details. Please note that the 2T Rule revisions are now active as of 9-1-2018 with some changes to the required set back. The rules are located here: htt -,ZZreports.oah.state.nc,us ncac.as ?.fo I d e rN ame= Title%2015 %20- %20Environmental%20Qualit Cha ter %2002%20-%20Environmental%20Mana ernent Please advise Dean Hunkele Environmental Specialist II Water Quality Regional Operations Section Division of Water Resources Department of Environmental Quality 910.796.7215 Reception Desk 910.796.7380 Direct 910.350.2004 Fax Dean. Hunkele@ncdenr.gov Wilmington Regional Office 127 Cardinal Drive Ext Wilmington, NC 28405 http://deg.nc.gov/contact/regional-offices/wilmington Emoil correspondence to ondJ15rom this odd, ess is subect to the Nortlht Carolino Public Records Low and may be disc dosed to third pal -ties The goal of the Fast Track sewer permit program is to issue a permit in no more than 30 business days from receipt of a complete application and if no additional information has to be requested upon full review. Please use the Department's Permit Application Tracker to determine the official application receipt date to allow you to estimate a date for issuance and find the reviewer's name. Once issued, the record stays on the site for 30 days. For previously issued sewer permit info or to check on sewer certification receipt status, please use the Division's Sewer Extension Permit Tracker. Using the Issue Date on top of the Engineer Certification Form is best way to ensure getting what you want especially for multi -version permits; using today's date only gives info on the latest permit version. Confirmation using this method will replace letters and email,; it is recommended that confirmation be printed and/or saved. .inks to both trackers can be found on the sewer permitting site here: htt s: de .nc. ov about divisions water -resources water -resources - Perm its/peres/co l lection-systems-perm its Subscribe to Collection System Updateslistserve to receive automatic alerts for changes to applications, policies, regulations, etc. 5 ��?!,M f�i��,U;X,I, ?! - . . Ir IMI: .:, ::�', .:. . . , . wr _ , '!�_ .. . . .,. , : ., ,�.. , . , ,� I � 'l , " �: :� �`�!��.;� :��� �.*� J��:�;?'�,, ���: ��n� :,�,`�* �`, . i, - , ;,`,'..'�: ,�i . , �. '.��::. �K�:� N 'i . , F M I "IS �� �- . _.AMP�: , , ,. . � . , ,., ..,:, �. 11 �,�'. , . , , �� "IN - $ ej� ;. .. 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