Loading...
HomeMy WebLinkAboutWQ0041862_Application (FTSE)_20200723Stoltzfus Engineering, ,Inc.l Winston-Salem Date: 7/23/2020 r frill G,. Regional Office Subject: The Stables at Harris Farm Suite 300 Gravity Sewer Extension -Public City of Burlington, Alamance County Attached is one (1) original and one (1) copy of the completed Fast -Track Application including the Fast Track Form, Flow Tracking Acceptance Form, and the Site Maps along with Check # 183 6 in the amount of $480.00 for the permit fee for The Stables at Harris Farm. The public gravity sewer extension consists of 1,411 linear feet of gravity sanitary sewer to serve the 42 dwelling units. The design flow for the sanitary sewer is computed to be 15,120 GPD. The flow runs into a public gravity outfall owned by the City of Burlington. Please call me at (336) 904-0207 with any questions. 747 Park Lawn Court ♦ Kernersville, NC 27284 ♦ (336) 904-0207 State of North Carolina Department of Environmental Quality PWR Division of Water Resources 15A NCAC 02T.0300— FAST TRACK SEWER SYSTEM EXTENSION APPLICATION Dlvislon of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION Application Number: (to be completed by DWR) All items must be completed or the application will be returned 1. APPLICANT INFORMATION: 1. Applicant's Name: City ofBurlinaton (company, municipality, HOA, utility, etc.) 2. Applicant type:; ❑ Individual ❑ Corporation ❑ General Partnership ❑ Federal ❑ State/County Z Municipal 3. Signature authority's name: Hardin Watkins per 15A NCAC 02T .0106(b) Title: BurlingtonCi Manager 4. Applicant's maiiing address: P.O. Box 1358 City: Burlington State: NC Zip: 27216- 5. Applicant's contact information: Phone number: (336) 222-5022 Email Address: hwatkins@Burlin toR nNC.gov ❑ Privately -Owned Pudic Utility ❑ Other 11. PROJECT' INFORMATION: 1. Project name: The Stables at Harris Farm 2: Application/Project status: E 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: 36.06032° Longitude:-79.474234 5. Parcel ID (if applicable): 114544 (or Parcel ID to closest downstream sewer) 111. CONSULTANT INFORMATION:. 1. Professional Engineer: B. Bruce Noce, P.E. License Number:23544 Firm: Stoltzfus Eningeerina.Inc. Mailing address: 747 Park Lawn Cour[ City: Kemersviile State: NC Zip: 27284-_ Phone number: 3( 36) 904-0207 Email Address: brucet7n seien ine eering:com IV. WASTEWATER' TREATMENT FACILITY (WWTF) INFORMATION: 1. Facility Name: South Burlington W WTP Permit Number: NCO023876 Owner Name: City of Burlington V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF)i 1. Permit Number(s): WQ_ Downstream (Receiving) Sewer Size:, 12 inch System Wide Collection System Permit Number(s) (if applicablel: WQCS_ Owner Name(s): City of Burlington FORM: FTA104•16 Page I of VI. GENERAL REQUIREMENTS l: If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached? ❑Yes ❑No ZN/A 2. If the Applicant is a Developer of lots to be sold,. has a Developer's Operational Agreement (FORM: DES been attached? [I Yes ❑No EDN/A 3, If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: ROA) been attached? ❑ Yes ❑No SN/A 4. Origin of wastewater: (check all that apply) Z Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash ❑ Residential Leased ❑ Retail with food preparationtservice ❑ 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 A Commercial %Industrial (See 15A NCAC 02T .0103(20)) L---*Is there a Pretreatment Program in effect? ❑ Yes ❑ No 6. Hasa flow reduction been approved under 15A NCAC 02T .0114(n? ❑ Yes ❑ No If yes, provide a cony of flow reduction anuroval letter 7. Summarize wastewater generated by project: Establishment Type (see 02T.0114(D) Daily Design Flow ° b No. of Units Flow 3 Bedroom unit 360 gal/Day 42 15,120 GPD gal/ GPD gal/ GPD gal/ GPD gal/ GPD gal/ GPD rota! 15,120 GPD' a See 15A NCAC 02T .0114(b) (d): (e)(I) 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 ofthe 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: 15,120GPD (per 15ANCACO2T.01'14) 7 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 VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) 02T .0305 & MDC (Gravity Sewers): 1. Summarize gravity sewer to be permitted: Size (inches) Length (feet) Material 8 1,310 VCP S 101 D.I.P. Section 11 & III of the MDC for Permitting > Section III contains information, related to i Oversizine lines to meet minimum;sloae related to design criteria violation of the MDC Vlll. 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: 2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: — 3'. Design flow of the pump station: _ millions gallons per day (finn 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 - I SA NCAC'02T .0305(h)(1)(C) or El 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 FORM: FTA 04-16 Page 3 of 5 IX. SETBACKS & SEPARATIONS — (02B .0200 & I SA NCAC 02T .0305(o)t 1. Does the project comply with all separations found in 15A NCAC 02T,0305(f) & (a) >I5A NCAC 02T.0305(f) contains minimum'seoamtions that shall be nrovided 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-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 feet or more vertical height 10 feet Drainage systems and interceptor drains 5 feet Any swimming pools 10 feet Final earthgrade (vertical) 36 inches > 15A NCAC 02T.0305(g) contains alternatives where separations in02T.0305(f) cannot be achieved. **Stream classifications can be identified using the Division's NC Surface Water Classifications weboaee > if noncompliance with 02T.0.305(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 }> Seethe 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? ❑ 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 Permitting Brand 5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? Z Yes [-]No Per ISA 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 pemrits (erosion and sedimentation control plans, stonnwater management plans, etc,). 6. Does this project include any sewer collection lines that are deemed "high -priority?" Per 15A NCAC 02T.0402 "high -priority sewee' 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 ZNo ❑ 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 4rof 5 X. CERTIFICATIONS: 1. Does the submitted system comply with ISA NCAC 02T, and Force Mains (latest version) and the, Gravity Sewer M N Yes ❑ No If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14)and supporting documents for review. Approval of the reauestisrequired Prior to submittal of the Fast Track Anolication and supporting documents. 2, Professional Engineer's Certification: ion Item III. I.) application for 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 143-215.6E, 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. ...., rn, (, , North Carolina Professional Engineer's seal, signature, and date: 3. Applicant's Certification per 15A NCAC 02T .0106(b): SEAL 23544 that this applicationfor 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. 1 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 I43.215.6A and 143.2I5.Ell; 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 exceedt$10,000 as well as civil penalties up to $25,000 per violation. Date: 7-0-1 FORM: FTA 04-16 Page 5 of 5 NARRATIVE FOR THE STABLES AT HARRIS FARM ALAMANCE COUNTY BURLINGTON, NORTH CAROLINA July 6, 2018 Shugart Management, Inc. 221 Jonestown Road Winston-Salem, N.C. 27104 336-765-9661 Stoltzfus Enaineerine, Inc. 747 Park Lawn Court Kernersville, NC 27284 Phone (336) 904-0207 PROJECT DESCRIPTION The project is located on an approximately 12.03-acre tract in Alamance County, Burlington, NC. The purpose of the project is to construct forty-one (41) townhome units and one single family residence. The proposed water and sewer extensions will be publicly owned and maintained. SITE DESCRIPTION The site consists of 12.03 acres with one existing single family residence. Land use in the vicinity is a mix of vacant land, single and multi -family residential. The lot is a flag type lot with a proposed public road being designed to connect to NC Highway 62, SOILS INFORMATION The soil in the project area is mapped as Enon loam, 2 to 6% slopes, Enon loam, 2 to 6% slopes, eroded per USDA Natural Resources Conservation Service Web Soil Survey. Soils are in hydrologic group "D". RO CKLAN ' DR �TIA.* l „ THE STABLES AT HARRIS FARM 400' 200' Aden R. Stoltzfus, PE C-3812 aden@selengineering.com 336-904-0207 747 Park Lawn Court Kernersville, NC 27284 SCALE. V = 40V USGS RUAD MAP BURLIN�", AMULE 20T6 CITY:BURLINGTON COUNTY: ALAMANCE TOWNSHIP: BURLINGTON DATE: 6/25/18 all State of North Carolina Department of Environment and Natural Resources Division of Water Resources Flow Tracking/Acceptance for Sewer Extension Permit Applications (FTSE 04-16) Enity Requesting Allocation City of Burlington Project Name for which flow is being requested: The Stables at Harris Farm .,bfore than :one FTSE40107 may be required for a single project if the owner of the WWTP is not responsible for all pump. stations along the route oj'the proposed wastewaterftow. I, Complete this section only if you are the owner of the wastewater treatment, plant. a. WWTP Facility Name: South Burlington WWTP b.,`WWTP Facility Permit #: NCO023876' All flows are in GPD c. WWTP facility's permitted flow 12,000,000; di Estimated obligated flow not yet tributary to the WWTP 1,617,626 e WWTP facility's actual avg. flow 6,363,000 f. Total flow for this specific request 15,120' g. Total actual and obligated flows to the facility 7,995,746 E Percent of permitted flow used 66.6% 11. Complete this section for each pump station you are responsible for along the route of this proposed wastewater flow. Lisa pump stations located between the project; connection point and the WWTP Pump Station (Name or Number) (A) (B) Design Average Daily Approx. Firm Flow" Current Avg. Capacity, * (Firm[pt) Daily Flow, GPD GPD GPD- (C)I (D)=(B+C), (E)=(A-D) Obligated; Not Yet Total Current Tributary Flow Plus Daily Flow, ObligatedAvailable GPD. Flow Capacity*** pumped flow that " 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 s0. Downstream Facility Name (Sewer) May Drive outfall Downstream Permit Number: unknown 1 of 2 FTSE 04-16 111. Certification Statement: I, W. Todd Lambert; P.E. 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 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 11 plus all attached' planning ;assessment addendums for which I am the responsible party. Signature of this form indicates acceptance of this wastewater flow. -7 / 7'10 2 of FTSE 04-16 State of North Carolina DWR Department of Environment and Natural Resources Division of Water Resources DIVkhm of Watt-r 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: The Stables at Harris Farms REVISED More than one FTSE may be required for a single project if'the owner of the WWTP is not responsible for all 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: South Burlington WWTP b. WWTP Facility Permit #: NCO023876 A11 flows are in MGD c. WWTP facility's permitted flow 12.00 d. Estimated obligated flow not yet tributary to the WWTP 1.833643 e. WWTP facility's actual avg. flow 8.752000 £ Total flow for this specific request 0.015120 g. Total actual and obligated flows to the facility 10.600763 h. Percent of permitted flow used 88.34% 11. 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, Average Daily Approx. Not Yet Total Current Pump Station Firm Flow** Current Avg. Tributary Flow Plus (Name or Capacity, * (Firm/pf), Daily Flow, Daily Flow, Obligated Available Number) GPD GPD GPD GPD Flow Capacity`** NONE * 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 <_ 0. Downstream Facility Name (Sewer) Downstream Permit Number: NIA NIA 1 of 6 FTSE 10-18 III. Certification Statement: 1, W. Todd Lambert, P.E. 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 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 11 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. Signing Official Signature City Engineer Title of Signing Official Date 2 of 6 FTSE 1 Q-18 State 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 INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's Minimum Design Criteria and that plans, specifications and supporting documents have been prepared in accordance with, 15A NCAC 02T, 15A NCAC 02T .0300, Division policies and good engineering practices. While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design calculations, and project specifications referenced in 15A NCAC 02T .0305 and the applicable minimum design criteria. These documents shall be available upon request by the Division. Projects that are deemed permitted (do not require a permit from the Division) are explained in 15A NCAC 02T.0303. Projects not eligible for review via the fast track process (must be submitted for full technical review): ➢ Projects that require an environmental assessment in accordance with 15A NCAC IC .0100; ➢ Projects that do not meet any part of the minimum design criteria (MDC) document; ➢ Projects that involve a variance from the requirements of 15A NCAC 2T; ➢ Pressure sewer systems utilizing septic tank -effluent pumps (STEPS) or simplex grinder pumps; ➢ STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains); ➢ Vacuum sewer systems. General — When submitting an application, please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of requested additional information. Failure to submit all required items will necessitate additional processing and review time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit one original and one copy of the application and supporting documentation. A. One Original and One Copy of Application and Supporting Documents M Required unless otherwise noted B. Cover Letter (Required for All Application Packages): ® List all items included in the application package, as well as a brief description of the requested permitting action. ➢ Be specific as to the system type, number of homes served, flow allocation required, etc. ➢ If necessary for clarity, include attachments to the application form. C. Application Fee (All New and Major Modification Application Packages): ® Submit a check or money order in the amount of $480.00 dated within 90 days of application submittal. ➢ Payable to North Carolina Department of Environmental Quality (NCDEQ) D. Fast Track (Form: FTA 04-16) Application (Required for All Application Packages): ® Submit the completed and appropriately executed application. ➢ If necessary for clarity or due to space restrictions, attachments to the application may be made. ® If the Applicant Type in Item 1.2 is a corporation or company, provide documentation it is registered for business with the North Carolina Secretary of State. ❑ If the Applicant Type in Item I.2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of Deeds in the county of business. ® The Project Name in Item II.I shall be consistent with the project name on the flow acceptance letters, agreements, etc. ® The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North Carolina licensed Professional En ig neer. ® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0106(b). Per 15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is provided from a person who meets the criteria in 15A NCAC 02T .0106(b). INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 1 of 3 E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable): ® Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility. ➢ Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different. ➢ The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one year prior to the application date. ➢ Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143- 215.67 a . ➢ Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE. F. Site Maps (All Application Packages): ® Submit an 8.5-inch x 11-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project area and closest surface waters. ➢ Location of the project (gravity sewer, pump stations & force main) ➢ Downstream connection points and permit number (if known) for the receiving sewer ® Include a street level map (aerial) showing general project area so that Division staff can easily locate it in the field. G. Existing Permit (All Modification Packages): ❑ Submit the most recently issued existing permit. ❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit modification (i.e., permit description, flow allocation, treatment facility, etc.). H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station): ❑ Per 15A NCAC 02T .0305(h)(1), submit documentation of power reliability for pumping stations. ➢ This alternative is only available for average daily flows less than 15,000 gallons per day ➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible with the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed contractor, stating that "the portable power generation unit or portable, independently -powered pumping units, associated appurtenances and personnel are available for distribution and operation of this pump 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. (Required at time of certification) I. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities): ❑ Per 15A NCAC 02T .0115(a)(1) provide the Certificate of Public Convenience and Necessity from the North Carolina Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by the sewer extension, or ❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an application for a franchise has been received and that the service area is contiguous to an existing franchised area or that franchise approval is expected. J. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold): ❑ Home/Property Owners' Associations ❑ Per 15A NCAC 02T .0115(c), submit the properly executed Operational Agreement (FORM: HOA). ❑ Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Incorporation, Declarations and By-laws. ❑ Developers of lots to be sold ❑ Per 15A NCAC 02T .0115(b), submit the properly executed Operational Agreement (FORM: DEV). For more information, visit the Division's collection systems website INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 2 of 3 THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE: REGIONAL OFFICE ADDRESS COUNTIES SERVED Asheville Regional Office 2090 US Highway 70 Avery, Buncombe, Burke, Caldwell, Cherokee, Water Quality Section Swannanoa, North Carolina 28778 Clay, Graham, Haywood, Henderson, Jackson, (828) 296-4500 Macon, Madison, McDowell, Mitchell, Polk, (828) 299-7043 Fax Rutherford, Swain, Transylvania, Yancey Fayetteville Regional Office 225 Green Street Suite 714 Anson, Bladen, Cumberland, Harnett, Hoke, Water Quality Section Fayetteville, North Carolina 28301-5094 Montgomery, Moore, Robeson, Richmond, (910) 433-3300 Sampson, Scotland (910)486-0707 Fax Mooresville Reaional Office 610 E. Center Avenue Alexander, Cabarrus, Catawba, Cleveland, Water Quality Section Mooresville, North Carolina 28115 Gaston, Iredell, Lincoln, Mecklenburg, Rowan, (704) 663-1699 Stanly, Union (704)663-6040 Fax Raleigh Regional Office 1628 Mail Service Center Chatham, Durham, Edgecombe, Franklin, Water Quality Section Raleigh, North Carolina 27699-1628 Granville, Halifax, Johnston, Lee, Nash, (919) 7914200 Northampton, Orange, Person, Vance, Wake, (919) 788-7159 Fax Warren, Wilson Washington Regional Office 943 Washington Square Mall Beaufort, Bertie, Camden, Chowan, Craven, Water Quality Section Washington, North Carolina 27889 Curriluck, Dare, Gates, Greene, Hertford, Hyde, (252) 946-6481 Jones, Lenoir, Martin, Pamlico, Pasquotank, (252) 975-3716 Fax Perquimans, Pitt, Tyrrell, Washington, Wayne Wilmington Regional Office 127 Cardinal Drive Extension Brunswick, Carteret, Columbus, Duplin, New Water Quality Section Wilmington, North Carolina 28405 Hanover, Onslow, Fender (910)796-7215 (910)350-2004 Fax Winston-Salem Regional Office 450 W. Hanes Mill Road Suite 300 Alamance, Alleghany, Ashe, Caswell, Davidson, Davie, Forsyth, Guilford, Rockingham, Randolph, Water Quality Section Winston-Salem, North Carolina 27105 Stokes, Surry, Watauga, Wilkes, Yadkin (336)776-9800 INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 3 of 3 DWR 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: (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: Burlington City Manager 4. Applicant's mailing address: P.O. Box 1358 City: Burlington State: NC Zip: 27216- 5. Applicant's contact information: Phone number: 3( 36) 222-5022 Email Address: hwatkins Burlin tog nNC.gov II. PROJECT INFORMATION: 1. Project name: The Stables at Harris Farm 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: 36.06032' Longitude:-79.474234° 5. Parcel ID (if applicable): 114544 (or Parcel ID to closest downstream sewer) III. CONSULTANT INFORMATION: 1. Professional Engineer: B. Bruce Noce, P.E. License Number: 23544 Firm: Stoltzfus Enin eg ering. Inc. Mailing address: 747 Park Lawn Court City: Kernersville State: NC Zip: 27284- Phone number: Q 6) 904-0207 Email Address: bruce@seiengineering.com IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION: 1. Facility Name: South Burlington W WTP Permit Number: NCO023876 Owner Name: City of Burlington V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF): 1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: 12 inch System Wide Collection System Permit Number(s) (if applicable): WQCS_ Owner Name(s): City of Burlington FORM: FTA 04-16 Page I 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: DEVI been attached? ❑ Yes ❑No ®N/A 3. If the Applicant is a Home/Property Owners' Association. has an Operational Agreement (FORM: HOA) been attached? [-]Yes ❑No ®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 % Commercial _ % 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 .0l 14(fl? ❑ Yes ❑ No ➢ If yes, provide a cony of flow reduction anoroval letter 7. Summarize wastewater generated by project: Establishment Type (see 02T.0114(fl) Daily Design Flow'" No. of Units Flow 3 Bedroom unit 360 gal/Day 42 15,120 GPD, gal/ GPD gal/ GPD gal/ GPD gal/ GPD gal/ GPD Total 15,120 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: I5 120 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 VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers): L Summarize gravity sewer to be permitted: Size (inches) Length (feet) Material 8 1,310 VCP 8 101 D.I.P. ➢ 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: 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(t)): 1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g) ❑ Yes ❑ No ➢ 15A NCAC 02T,0305 contains minimum separations that shall be provided for sewers stems: 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 hi h 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 hei ht 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(fl cannot be achieved. ➢ "Stream classifications can be identified using the Division's NC Surface Water Classifications webnag ➢ if noncompliance with 02TA305(for (gJ see Section X of this application 2. Does the project comply with separation requirements for wetlands? (50 feet of separation) [:]Yes ❑ No [:]N/A ➢ Seethe 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 ❑ NIA ➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202 4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ❑ No individual permits or 401 Water Quality Certifications? ➢ Information can be obtained from the 401 & Buffer Permitting Branch 5. Does project comply with 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, stonnwater 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 of 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/Altemative 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, B. Bruce Noce, PE 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: SEAL = 23544 RUCE N „1,,,, 3. Applicant's Certification per 15A NCAC 02T .0106(b): I Hardin Watkins, City Manager attest that this application for (Signature Authority's name & title from 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. Signature: l/M W�� Cry M41,o pr Date: FORM: FTA 04-16 Page 5 of 5 NARRATIVE FOR THE STABLES AT HARRIS FARM ALAMANCE COUNTY BURLINGTON, NORTH CAROLINA July 6, 2018 DEVELOPER: Shugart Management, Inc. 221 Jonestown Road Winston-Salem, N.C. 27104 336-765-9661 Stoltzfus Enaineerine, Inc. 747 Park Lawn Court Kernersville, NC 27284 Phone (336) 904-0207 PROJECT DESCRIPTION The project is located on an approximately 12.03-acre tract in Alamance County, Burlington, NC. The purpose of the project is to construct forty-one (41) townhome units and one single family residence. The proposed water and sewer extensions will be publicly owned and maintained. SITE DESCRIPTION The site consists of 12.03 acres with one existing single family residence. Land use in the vicinity is a mix of vacant land, single and multi -family residential. The lot is a flag type lot with a proposed public road being designed to connect to NC Highway 62. SOILS INFORMATION The soil in the project area is mapped as Enon loam, 2 to 6% slopes, Enon loam, 2 to 6% slopes, eroded per USDA Natural Resources Conservation Service Web Soil Survey. Soils are in hydrologic group "D". THE STABLES AT HARRIS FARM 400' 200' 01400' I Civil Engineering Consultants Aden R. Stoltzfus, PE C-3812 aden@seiengineering.com 336-904-0207 747 Park Lawn Court Kernersville, NC 27284 SCALE 1" = 400' USGS QUAD MAP BURLIN9r6777a=LE 2016 CITY: BURLINGTON COUNTY: ALAMANCE TOWNSHIP: BURLINGTON DATE:6/25/18 M 00 0 2 .N CH URCHI L�DR'q AA 1ARLOWyyDR P V/ t Y ♦ r'- / t G 1 it#f z O •� � � # z t * r � !b � `� O p r� ,��,W� •,� �y0ss00� F �r 1d Il tb s(<�- e O .n e �o T# Sd_ 4° ? u s#s . 'r :%� yFF�` 3 /.^��.. C'. •r 'f� _ ,t*�' _ad;.. �.is f4%° , THE STABLES AT HARRIS FARM 400' 100' 4°°' 8°°I SCALE 1" = 400' Sto tz us Civil Engineering Consultants Aden R. Stoltzfus, PE C-3812 aden@seiengineering.com 336-904-0207 747 Park Lawn Court Kernersville, NC 27284 I.yl[i441111sk99mMA_1: CITY: BURLINGTON COUNTY: ALAMANCE TOWNSHIP: BURLINGTON DATE:6/25/18