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HomeMy WebLinkAboutWQ0040262_Application (FTSE)_20181009State 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 Application Number.. U�(pqo`�gL (to be completed by DWR) All items must be completed or the application will be returned I. APPLICANT INFORMATION: 1. Applicant's name: Mosley Park, LLC (company, municipality, HOA, utility, etc.) 2. Applicant type: [:] Individual Z Corporation ❑ General Partnership ❑ Federal ❑ State/County [:] Municipal 3. Signature authority's name: Matthew Scharf per l 5A NC.AC 02T .0.106 b) Title: Manager 4. Applicant's mailing address: 1319 Military Cutoff, Suite CC, PMB 172 City: Wilmington State: NC Zip: 28405- 5. Applicant's contact information: Phone number: (910) 538-9901 Email Address: matt@realpropertiesllc.com II. PROJECT INFORMATION: ❑ Privately -Owned Public Utility [:] Other Li AUG 28 2018 l �� 14 L p� 11 1113M. -- - 1_­� -.-7- 1. Project name: Studio 17 Apartments pv ' tr" 2. Application/Project status: Z 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: 34.230079' Longitude:-77.926926' 5. Parcel ID (if applicable): R05407-029-012-000 (or Parcel ID to closest downstream sewer) III. CONSULTANT INFORMATION: 1. Professional Engineer: Howard Resnik License Number: 25483 Firm: CSD Engineering Mailing address: PO BOX 4041 City: Wilmington State: NC Zip: 28406- Phone number: (910) 791-4441 Email Address: howard@csd-engineering.com IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION: 1. Facility Name: Northside WWTP Permit Number: NCO023965 Owner Name: CFPUA V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF): 1. Permit Number(s): WQN Downstream (Receiving) Sewer Size: 8 inch System Wide Collection System Permit .Numbers) 01' apphcable: WQCS Owner Name(s): CFPUA FORM: FTA 04-16 Page 1 of 5 VI. GENERAL REQUIREMENTS 1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached? E]Yes [:]No ®N/A 2. If the Applicant is a Developer of lots to be sold, has a Developer's er's Operational Agreement (FORM: been attached? El Yes []No ®N/A 3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement FORM: HO.A) been attached? EJ Yes ❑No ®N/A 4. Origin of wastewater: (check all that apply): ® Residential Owned Z Retail (stores, centers, malls) ❑ Car Wash ® Residential Leased ❑ Retail with food preparation/service El Hotel and/or Motels ❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse ❑ Food and drink facilities El Church ❑ Swimming Pool/Filter Backwash ❑ Businesses / offices / factories El Nursing Home ❑ Other (Explain in Attachment) 5. Nature of wastewater: 100 % Domestic/Commercial % Commercial % Industrial (See 15A NCAC 02T .01. 03 (2() j) Is there a Pretreatment Program in effect? ❑ Yes ❑ No 6. Hasa flow reduction been approved under 1.5.A NCAC 02T .0.114(f)? ❑Yes ®No ➢ If yes, provide a copy of flow reduction approval letter 7. Summarize wastewater generated by project: Establishment Type (see 02T.114(f) Daily Design Flow a,b No. of Units Flow gal/ GPD 1-Bedroom Apartments 240 gal/day 32 7,680 GPD Retail Space (2 Employees) 25 gal/day/shift 2 50 GPD gal/ GPD gal/ GPD gal/ GPD Total 7,730 GPD a See 15A N'C:AC" 02T .01.14 .b , d), (e)(1 ) and e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas; and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined in G.S. 42A-4). b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data. 8. Wastewater generated by project: 7,730 GPD (per 15A NCAC o2,r .01.14) ➢ Do not include future flows or previously permitted allocations If permitted flow is zero, indicate why: ❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line ❑ Flow has already been allocated in Permit Number: ❑ Rehabilitation or replacement of existing sewer with no new flow expected ❑ Other (Explain): FORM: FTA 04-16 Page 2 of 5 VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers : 1. Summarize gravity sewer to be permitted: Size (inches) Length (feet) Material 6 154 C-900 6 20 DIP ➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria ➢ Section III contains information related to minimum slopes for gravity sewer(s) ➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Main': 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 N*CAC 02T .0305(h)(1): ❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B)* ➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day ➢ Must be permanent to facility Or if the pump station has an average daily flow less than 15,000 gallons per day: ❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T .0305(h)(1)(C) or ❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C): ➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement) and is compatible with the station. ➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided in the case of a multiple station power outage. FORM: FTA 04-16 Page 3 of 5 IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)): 1. Does the project comply with all separations found in 1.5 A .NCAC 02T .0305 (1) & (C.) ❑ Yes ® No ➢ 15A NCAC 02T_0305(f) contains minimum separations that shall he nrovided 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 II impounded reservoirs used as a source of drinking water 100 feet "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 ➢ 1.5.A. NCAC 02T,0305(;) contains alternatives where separations in 02T.0305 lw cannot be achieved. ➢ "Stream classifications can be identified using the Division's NC Surface eater Classifications webpage ➢ If noncompliance with 02T.0305(f) or (o)4 see Section X of this application 2. Does the project comply with separation requirements for wetlands? (50 feet of separation) El 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 1.5A NCAC 02B .0200 ? El Yes [-] No ® N/A ➢ This would include Trout Buffered Streams per .15 A 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 40*1 & Bul`[er Permittanor Branch 5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes [:]No Per 1.5A NCAC: 02T.0:105(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 -1.5A .NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer. [:] Yes ® No ❑ N/A ➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location). High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit. FORM: FTA 04-16 Page 4 of 5 X. CERTIFICATIONS: 1. Does the submitted system comply with 15A N' AC 02.1 the Minimum Desi g Criteria for the 'Permitting of Punip Stations and Force'Mains latest version . and the' Grayijy 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 required prior to submittal of the Fast Track Application and supporting documents. 2. Professional Engineer's Certification: I, Howard Resnik, P.E. 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. ..................................................................................... ti North Carolina Professional Engineer's seal, signature, and date: ���►r. A 3. Applicant's Certification per 15A NCAC 02T .0106(b): I, Matthew Scharf, Manager (Signature Authority's name & title from Application Item I.3.) .ess/ Q , y ;. 7 SEAL .7 = . ?5483 • • r� 41 .........................: 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 143-215.6B, 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: C4z,7::;7&� Date: � Z � •- / v FORM: FTA 04-16 Page 5 of 5 Central Files. APS SWP 8/29/2018 Permit Number WQOO4O262 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 r Coastal SWRule Permitted Flow i Facility Facility Name Major/Minor Region Studio 17 Apartments Private Sewer Minor Wilmington 'i Location Address County i New Hanover i i . Facility Contact Affiliation i Owner i Owner Name Owner Type Mosley Park LLC Non -Government Owner Affiliation Matthew Scharf i i i 1319 Military Cutoff Rd Dates/Events Wilmington NC 28405 Scheduled Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration � 8/28/2018 Regulated Activities Requested /Received Events August 28, 2018 Dean Hunkele Forth Carolina Department of Environmental Quality Division of Water Resources '127 Cardinal Drive Extension Wilmington, North Carolina 28405 Re: Studio 17 Apartments Private Sewer System Extension New Hanover County CSD Project No. 17-0434 Dear Mr. Hunkele: CSD ENGINEERING VED/h, COEN ON AUG. 2 8 ' Na tej- Qua l i4j Regional f�Per{'f 'OPS, ,potion �.v AUG 2 8 2018 } The enclosed permit application is for +/-154 If of 6" C-900 and 20 If of 6" DIP private gravity sewer main to Serve. Studio 17 Apartments, a proposed 32-unit townhome development in New Hanover Co. These will be 1- bedroom units. -This line will connect to an existing CFPUA sewer main located in the right-of-way of South 17th ..Street by installing a new drop -in manhole. The private main will be installed, owned and maintained by the developer. Per our previous discussions regarding this project, the section of the new sewer main within the right-of-way of S. 17t" St. will be conveyed to CFPUA. Enclosed please find: - One (1) original and one (1) copy of Fast Track Sewer Application (FTA 04-16) - One (1) original and one (1) copy of Flow Tracking/Acceptance form (FTSE 04-16) - $480.00 application fee, check #136 - Street view map - USGS map If you have any questions or comments, please feel free to contact me. Thank you for your assistance. Sincerely, f� Mike Broyhill Encl.: As noted above Cc: Mosley Park, LLC 3805 Cherry Avenue - Wilmington, NC 28403 - 910 7914441- www.csd-engineering.com — License # C-2710 CSD ENGINEERING • File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online • Add Entity to My Email Notification List • View Filings • Print an Amended a Annual Report form • Print a Pre -Populated Annual Report form Limited Liability Company LegaL Name Mosley Park, LLC Information Sos1d: 0714903 Status: Current -Active Annual Report Status: Current Citizenship: Domestic Date Formed: 3/17/2004 Registered Agent: Scharf, Matthew L Addresses Mailing 1319 Military Cutoff Road, Suite .CC PMB 172 Wilmington, NC 28405 Reg Off ice 1319 Military Cutoff Road, Suite CC PMB 172 Wilmington, NC 28405 Company Officials Principal Office 1319 Military Cutoff Road, Suite CC PMB 172 Wilmington, NC 28405 Reg Mailing 1319 Military Cutoff Road, Suite CC PMB 172 Wilmington, NC 28405 All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20. Manager Louise K Scharf 1319 Military Cutoff Road, Suite CC PMB 172 Wilmington NC 28405 Manager Matthew L Scharf 1319 Military Cutoff Road, Suite CC PMB 172 Wilmington NC 28405 Entity Requesting Allocation: Mosley Park, LLC Project Name for which flow is being requested: Studio 17 Apartments More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for allpump 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: James A. Loughlin (Northside) WWTP b. WWTP Facility Permit #: NPDES NC 0023965 All flows are in MGD c. WWTP facility's permitted flow 16.000 d. Estimated obligated flow not yet tributary to the WWTP 2.615 e. WWTP facility's actual avg. flow 10.661 f. Total flow for this specific request 0.007730 g. Total actual and obligated flows to the facility 13.283 h. Percent of permitted flow used 810% 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 / pf), Daily Flow, Daily Flow, Obligated Available Number) MGD MGD MGD MGD Flow Capacity*** 10 14_912 _5.911 1-472 0_392 1_R_51 2_079 * The Firm Capacity of any pump station is defined as the maximum pumped flow that can be achieved with the largest pump taken out of service. **Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pf) not less than 2.5. * * * A Planning Assessment Addendum shall be attached for each pump station located between the project connection point and the WWTP where the Available Capacity is < 0. Downstream Facility Name (Sewer): Cape Fear Public Utility Authority Downstream Permit Number: Not Available Page 1 of 6 FTSE 04-16 a p 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 2 of 6 FTSE 04-16 BEET VIEW NEW ,00,o L c, v,2,% %�tvlj ENGINEERING ULENS£ / C-2710 EMMEER/NG LAND PLANNING COMMMAL / RES/OENAAL P. Q Box 4W W1Imingtan, NC 28406 (9f0) 791-4441 b� �aD 040 a A� 3 c a �{ � �8+ O En �a cn +� I Z Ln U V C9 O Q 3 n► V '��` �{ Z IN �y Q� DA 1F• 8-20-18 HORZ. SCALE 1 a= 200 WRT. SCALE. N A DRAWN 8Y MRB CHECKED BY HSR PROJECT NO.: 17-04J4 7 S"t N& or U(; m%N L A Tlu 1"wl A lmso# Site, 0 Ln N N N pp cL► Ali En N N CHURCH ST C ASTLE ST Ln W QUEEN ST �4 cn � q � OOSTER ST Dp,WSON ST NOT TO SCALE 200 100 0 200 400 600 SCALE IN FEET: 1 "= 200' r j CONNECT TO EXI STI Nt 1 � CFPUA SEWER MAY INSTALL DROP -IN MANHOLI PRI VA TE 6" SS GRA VI TY MA 1S 1 't i 1 jr 4j 1 1 i i 1 i i