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HomeMy WebLinkAboutWQ0041492_Application (FTSE)_20200218State of North Carolina DWR Department of Environmental Quality �, Division of Water Resources 15A NCAC 02T .0300 - FAST TRACK SEWER SYSTEM EXTENSION APPLICATION Division of Water Resources �F"TA 04-16 & SUPPORTING DOCUMENTATION Application Number: t.. I -1 )-{to be completed by DWR) All items must be completed or the application will be returned I. APPLICANT INFORMATION: 1. Applicant's name: City of Burlington (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: Hardin Watkins per 15A NCAC 02T .0106(b) Title: City Manager N C Department of 4. Applicant's mailing address: PO Box 1358 /425 S. Lexington Avenue Environmental Quality Received City: Burlington State: NC Zip: 27216-1358 5. Applicant's contact information: FEB 18 2020 Phone number: (336) 222-5022 Email Address: hwatkins -,burlingtonnc.gov Winston-Salem II. PROJECT INFORMATION: Regional Office 1. Project name: Garden Road Townhomes 2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project If a modification, provide the existing permit number: W000 and issued date: If new construction but part of a master plan, provide the existing permit number: W000_ 3. County where project is located: Alamance 4. Approximate Coordinates (Decimal Degrees): Latitude: 36.074° Longitude:-79.442' 5. Parcel ID (if applicable): 112523 & 107226 (or Parcel ID to closest downstream sewer) III. CONSULTANT INFORMATION: 1. Professional Engineer: Mark D. Reich License Number: 12634 Firm: Alley, Williams, Carmen & King, Inc. Mailing address: PO Box 1179 / 740 Chapel Hill Road City: Burlington State: NC Zip: 27216-1179 Phone number: 3( 36) 226-5534 Email Address: mreichRawck.com IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION: 1. Facility Name: South Burlington WWTP Permit Number: 0023876 Owner Name: City of Burlington V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF): 1. Permit Number(s): WQ N/A Downstream (Receiving) Sewer Size: 8 inch System Wide Collection System Permit Number(s) (if applicable): WQCS_ Owner Name(s): 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? ❑ Yes ❑No ®N/A 2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached? ❑ Yes ONO ®N/A 3. If the Applicant is a Home/Property Owners' Association has an Operational Agreement FORM: HOA been attached? ❑ Yes ONO ®N/A 4. Origin of wastewater: (check all that apply): ® Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash ❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels ❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse ❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash ❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment) 5. Nature of wastewater: 100 % Domestic/Commercial 0 % Commercial 0 % Industrial (See 15A NCAC 02T .0103(20)) ),Is there a Pretreatment Program in effect? ❑ Yes ❑ No 6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f) ❑ Yes ® No ➢ If yes, provide a copy of flow reduction approval letter 7. Summarize wastewater generated by project: Establishment Type (see 02T.0114(fl) Daily Design Flow',' No. of Units Flow 3 Bedroom Single Family Residential Unit 360 gal/day 114 41,040 GPD gall GPD gal/ GPD gall GPD gall GPD gall GPD Total 41,040 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: 41 040 GPD (per 15A NCAC 02T .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): 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 8 2,837 VCP & 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 Mains): COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT 1. Pump station number or name: N/A 2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: - ° 3. Design flow of the pump station: millions gallons per day (firm capacity) 4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH) 5. Summarize the force main to be permitted (for this Pump Station): Size (inches) Length (feet) Material 6. Power reliability in accordance with 15A NCAC 02T .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 15A NCAC 02T.0305(f) & (e) ® Yes ❑ No ➢ 1 SA NC AC'. 09T 0305M rnntsins minimum senaratinns that shall he nrcvided 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 36inches ➢ 15A NCAC 02T.0305(e) contains alternatives where separations in 02T.0305(f) cannot be achieved. ➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webnase ➢ 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 ❑ 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 02B .0200? ® Yes ❑ No ❑ N/A ➢ 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 PermittingBranch ranch 5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes [:]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.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 o1 5 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? ® 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, __I�,4gx D • Zr/ e 14 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 143-215.613, 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: 3. Applicant's Certification per 15A NCAC 02T .0106(b): I, yi/e0/,V A414rE'✓ 5 , C/%y AVI(15 6GeR attest that this application for (Signature Authority's name & title from Application Item L3.) 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: /%`�(.I W GZ 2 C f i �QRQOLO t Date: 7, l3 ' 20 FORM: FTA 04-16 Page 5 of 5 State of North Carolina DWR Department of Environment and Natural Resources Division of Water Resources Divlsloo of water Resources Flow Tracking/Acceptance for Sewer Extension Permit Applications (FTSE 10-18) Entity Requesting Allocation City of Burlington Project Name for which flow is being requested: Garden Road Townhomes Mare than one FTSE-10107 may be required for a single project if the owner of the TVWTP is not responsible for al( pump 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: b. WWTP Facility Permit #: South Burlington WWTP NC0023876 c. WWTP facility's permitted flow d. Estimated obligated flow not yet tributary to the WWTP e. WWTP facility's actual avg. flow f Total flow for this specific request g. Total actual and obligated flows to the facility h. Percent of permitted flow used All flows are in GPD 12,000,000 1,638,643 8,752,000 41,040 10,431,683 86.9% IL 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) Design Average Daily Pump Station Firm Flow** (Name or Capacity, * (Firm/pf), Number) GPD GPD None (B) (C) (D)=(B+C) (E)=(A-D) Obligated, Approx. Not Yet Total Current Current Avg. Tributary Flow Plus Daily Flow, Daily Flow, Obligated Available GPD GPD Flow Capacity*** * 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 pumpstation 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 s 0. Downstream Facility Name (Sewer) : Coachlight Trail Outfall Downstream Permit Number: Unknown 1 of 2 FTSE 10-18 III. Certification Statement: I, W. Todd Lambert, P.E. certify to the best of my knowledge that the addition of the volume of wastewater to e 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 asssessment 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. '^' itt'Z�—' 2I -71ZDW Signing OjReial Signature City Engineer Title of Signing Official Date 2 of 2 FTSE 10-18 40 InB tubi .. a�+ ' - � �� As w ♦ r � � � ppff � �® .� PROJECT SITE .0A, K ®+,r1 ® ® <� 4.....� gg D446 s • ,� Legend ® y • 1` ® Burlington Manholes r ' e0e " Burlington Sewer '� - a� too. " A Pb alley, williams, Carmen, & king, Inc. GARDEN ROAD TOWNHOMES EXHIBIT ENGINEERS & ARCHITECTS USGTOPOGRAPHIC MAP BURLINGTON, ALAMANCE COUNTY, N.C. OF 740 chapei hill road p.o 'box 1179 SCALE: 1 in = 600 ff DATE: 12116N9 MAPBY: SBM burlin ton no 27216 336 226-5534 a •� +� 4 i . y OP• .. ,cu• i IW+Ii,� A�aq ,ri �-N•1 ,� v>"t'ROSACT n �0 � ti r= a 4 d tr. � PApd Legend PROJECT SITE y PVT DR ,4• '� ai=_ �l � � ,fir - - - ¢ . Burlington Sewer �k'p � �A ® Burlington Manholes .Q i �'�� �i.A il'y n VIC'* alley, williams, carmen, & king, inc. ENGINEERS & ARCHITECTS i- 7..rlrlii:Of �C27'1.: 133616- 3't w • J GARDEN ROAD TOWNHOMES FXHIBO STREET LEVEL MAP 1 BURLINGTON, ALAMANCE COUNTY, N.C. OF °:1 in = 300 ft I DATE: 12116119 1 MAP BY: SBM aHey, w flHam sq carmen Ung, 1MCO ngineering • Ai ( till('('ture February 17, 2020 Mr. Justin Henderson North Carolina Department of Environmental Quality Division of Water Resources 450 West Hanes Mill Road, Suite 300 Winston-Salem, NC 27105 and SurveeinX N C Department of Environmental Quality Received FIEB 18 2020 Winston-Salem Regional Office Subject: Fast Track Application for Gravity Sewers, Pump Stations & Force Mains Garden Road Townhomes AWCK Project No. 18041 Dear Mr. Henderson: On behalf of Howling Wolf Res, LLC, please find enclosed for your review and approval the following: 1. Original and one (1) copy of Fast Track Application with required certification. 2. Application Fee in the amount of $480.00. 3. Color USGS map showing project and surrounding areas (2 copies). 4. Street Level Map (2 copies). 5. Flow Tracking Form FTSE-08/13 (2 copies). Howling Wolf Res, LLC is developing Garden Road Townhomes in Burlington, NC. This project will involve the addition of 114 two story townhomes and 2837± linear feet of 8" public gravity sewer. The townhomes will be 3 bedroom homes with a total flow allocation of 41,040 GPD. Sewer from this project will tie into an existing City of Burlington 8" sewer main and will then flow to the South Burlington Waste Water Treatment Plant (NC0023876). Should you have any questions or need any additional information, please feel free to contact me. With Best Regards, Alley, Williams, Carmen and King, Inc. 4a4 v, Mark D. Reich, P.E. cc: Todd Lambert, P.E., City of Burlington David Lazzo, Howling Wolf Res, LLC 740 Chapel Hill Road (27215) • P.O. Box 1179 • Burlington, North Carolina 27216 Tel. - (336) 226-5534 • Fax - (336) 226-3034 • awck.com F.'STAHLI.S'HED • 1960