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WQ0042194_Application (FTSE)_20201223
DWR Division of Water Resources vq 7Cf e""- 7',4 State of North Carolina J i i i ) Department of Environmental Quality l Division of Water Resources ISA NCAC 02T .0300 - FAST TRACK SEWER SYSTEM EXTENSION APPLICATION FTA 04-16 & SUPPORTING DOCUMENTATION Application Number: VI OD `I Lit C if (to be completed by DWR) All items must be completed or the application will be returned 1. APPLICANT INFORMATION: _ ������ 1'1,11144 1. Applicant's name: Franklin County Public Utilities (company, municipality, HOA, utility, etc.) 11fick 2. AppIicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑Privately -Owned Public Utility 0 Federal ® State/County ❑ Municipal 0 Other 3. Signature authority's name: Chris Doherty per 15A NCAC 02T .0106(b) Title: Public Utilties Director 4. Applicant's mailing address: 1630 US Hwy I City: Youngsville State: NC Zip: 27596- 5. Applicant's contact information: Phone number: (919) 556-6I77 Email Address: cdoherty 2i franklincountvnc.us I!. PROJECT INFORMATION: re I. Project name: Freeman Subdivision - Phase 2 2. Application/Project status: 'a ® Proposed (New Permit) ❑ Existing Permit/Project If a modification, provide the existing permit number: WQ00 and issued date: .� If new construction but part ofa master plan, provide the existing permit number: WQ00 0 3. County where project is located: Franklin 4. Approximate Coordinates (Decimal Degrees): Latitude: 36.0�' Longitude: -78.509868° 5. Parcel ID (if applicable): 1843-58-7148 & 1843-57-2964 (or Parcel ID to closest downstream sewer) 111. CONSULTANT INFORMATION: 1. Professional Engineer: Christopher A. Lewis. PE License Number: 04142I Firm: FLM Engineering. Inc Mailing address: PO Box 91727 City: Raleigh State: NC Zip: 27675- Phone number: (919) 802-7146 Email Address: clewisc flmengineering.com IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION: I. Facility Name: Franklin County WWTP Permit Number: NC0069311 Owner Name: Franklin County Public Utilities V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF): 1. Permit Number(s): WQ00403I6-Modification Downstream (Receiving) Sewer Size: 8 inch System Wide Collection System Permit Number(s) (ifapplicable): WQCS00179 Owner Name(s): Franklin County Public Utilities JC O 0 U FORM: FTA 04-16 Page 1 of 5 VI. • GENERAL REQUIREMENTS 1. !f the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached? ❑ Yes ONo ®NSA 2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Aereement (FORM: DEVI been attached? D Yes ❑No ®N/A 3. If the Applicant is a Home/Property Owners' Association, has an Operational Aereement (FORM: HOA) been attached? ❑ Yes ❑No ®N/A 4. Origin of wastewater: (check all that apply): ® Residential Owned ❑ Retail (stores, centers, malls) 0 Residential Leased ❑ Retail with food preparation/service ❑ School / preschool / day care 0 Medical / dental / veterinary facilities 0 Food and drink facilities ❑ Church ❑ Businesses / offices / factories 0 Nursing Home ❑ Car Wash ❑ Hotel and/or Motels ❑ Swimming Pool /Clubhouse ❑ Swimming Pool/Filter Backwash ❑ Other (Explain in Attachment) 5. Nature of wastewater : 100 % Domestic/Commercial % Commercial % o Industrial (See 15A NCAC 02T .0103(20)) )-Is there a Pretreatment Program in effect? 0 Yes 0 No 6. Has a flow reduction been approved under 15A NCAC 02T .01 14(f)? ® Yes 0 No If yes, provide a copy of flow reduction approval letter 7. Summarize wastewater generated by project: Establishment Type (see 02T.0114(1)) Single Family Homes Daily Design Flow Lb 250 gal/day No. of Units I33 gal/ Flow 33,250 GPD GPD gal/ GPD gal/ GPD gal/ GPD gal/ GPD Total 33,250 GPD a See I5A NCAC 02T .01 14(b), (d), (e)( I) and (e)(2) for caveats to wastewater design flow rates (Le., 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 I5A NCAC 02T .0114(c), design flow rates for establishments not identified [in table I5A NCAC 02T.0I 14] shall be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data. 8. Wastewater generated by project: 33,250 GPD (per 15A NCAC 02T.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): I. Summarize gravity sewer to be permitted: Size (inches) Length (feet) Material 8" 3,089 SDR35 PVC 8" 329 CL350 DIP 8" 366 C900 PVC l lit O A 4 > Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria s Section III contains information related to minimum slopes for gravity sewer(s) D Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains): COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT I. 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 1 5A NCAC 02T .0305(h)( II: ❑ 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 z Must be permanent to facility Or if the pump station has an average daily flow Tess 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 - I5A NCAC 02T .0305(h)(I)(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. z 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 ofa multiple station power outage. FORM: FTA 04-16 Page 3 of 5 IX. SETBACKS & SEPARAT1ONS — (02B .0200 & 15A NCAC 02T .0305(0): I. Does the project comply with all separations found in I5A NCAC 02T .0305(f) & (g), I5A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems: Setback Parameter* Storm sewers and other utilities not listed below (vertical) Water mains (vertical -water over sewer including in benched trenches) Water mains (horizontal) _ Reclaimed water tines (vertical - reclaimed over sewer) Reclaimed water lines (horizontal - reclaimed over sewer) **Any private or public water supply source, including any wells, WS-1 waters of Class I or Class II impounded reservoirs used as a source of drinking water **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) **Any other stream, lake, impoundment, or ground water lowering and surface drainage ditches _ Any building foundation Any basement Top slope of embankment or cuts of 2 feet or more vertical height Drainage systems and interceptor drains Any swimming pools Final earth grade (vertical) ❑ Yes Separation Required 24 inches 18 inches 10 feet 18 inches 2 feet 100 feet 50 feet 10 feet 5 feet I0 feet 10 feet 5 feet I0 feet 36 inches '1IRS -WV t INS - Hu > 15A NCAC 02T.0305(s) contains alternatives where separations in 02T.0305(f) cannot be achieved. **Stream classifications can be identified using the Division's NC Surface Water Classifications webpaee t If noncompliance with 02T.0305(f) or (a). see Section X of this application 2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes 0 No ❑ N/A Y 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 D As built documents should reference the location of areas effected 3. Does the project comply with setbacks found in the river basin rules per I5A NCAC 02B .0200? ® Yes ❑ No 0 NIA y This would include Trout Buffered Streams per 15A NCAC 2B.0202 4. Does the project require coverage/authorization under a 404 Nationwide or individual permits or 401 Water Quality Certifications? Y Information can be obtained from the 401 & Buffer Permitting Branch ®Yes ❑No 5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No Per I5A NCAC 02T.0I05(c)(6), directly related environmental permits or certification applications are being prepared, have been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and sedimentation control plans, stormwater management plans, etc.). 6. Does this project include any sewer collection lines that are deemed "high -priority?" Per I 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. ❑Y.es ®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 I5A NCAC 02T.0403(a)(5) or the permitce's individual System -Wide Collection permit. FORM: FTA 04-16 Page 4 of 5 X. • CERTIFICATIONS: I. 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 I0-14) 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, etstaP it.- �wts (Professional Engineer's name from Application Item 111.1.) ones[ that this 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 I43-215.6A and I43-215.6B, 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. North Carolina Professional Engineer's seal, signature, and date: �.•`'(H CA • • - '.i1 • SEAL C7 •. K%i r c. �J �PHER P�,.•. 3. Applicant's Certification per 15A NCAC 02T .0106(b): I, Ci•{t7JSII,pt E.71. t, O 1-4CrL_i 'Po LIC UT' L_ t-r b attest that this application for (Signature Authority's name & title from Application Item 1.3.) has been reviewed by me and is accurate and complete to the best of my knowledge. 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 I43-215.6A 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. Signet Date: lZ-tom -Zp7p FORM: FTA 04-16 Page 5 of 5 FLMENGINEERING December 21, 2020 Jason Robinson & Ted Cashion NCDEQ Division of Water Resources 1627 Mail Service Center Raleigh, NC 27699-1636 Reference: Freeman Subdivision — Phase 2 Public 8" Gravity Sewer Mr. Robinson & Mr. Cashion: NC Dept o fEnvironmental Quality DEC 2.3 2020 Raleigh Regional Office This letter is to accompany the submittal package for the Freeman Subdivision public gravity sewer application form FTA 04-16. KB Homes, Inc. is proposing the second phase of the existing Freeman subdivision. The existing subdivision is currently located northwest of Youngsville on NC HWY 96 on Franklin County Parcel ID Nos. 1843-58-7148 and 1843-57-2964. This submittal package is for the second and final phase which is comprised of 133 Tots, for a total of 183-lots. Since this project lies in Franklin County's jurisdiction, we have utilized the agreed upon wastewater design flow rate of 250 gallons per day per lot. Thus, the total wastewater flow generated by this project is expected to be 12,500 gallons per day (GPD). G 1,,<.1c- c44 c5 The first phase sewer system consists of 34 proposed public 4' diameter manholes, 1 proposed public 5' diameter manholes, a 5' diameter doghouse manhole, 3,089 feet of 8-inch SDR35 PVC, 366 feet of 8" C900 PVC and 319 feet of 8-inch CL350 DIP. As noted in the application, there is only one place in which the proposed sewer does not meet the 36" of cover, and that is along the Road 5 corridor profile surrounding MH-5008 and MH-5009. The proposed sewer in this location is specified as 8-inch CL350 DIP. Please let me know if you have any questions or need any additional information. Sincerely, ..c‘" Christopher A. Lewis, PE Principal 919.802.7146 clewis@flmengineering.com © 2020 FLM Engineering, Inc. Page 1 of 1 December 21, 2020 PO Box 91727, Raleigh, NC 27675 p 1919.610.1051 NC Dept of Environmental Quality Division of Water Resources DEC 2 3 2020 Raleigh Regional Office Flow Tracking/Acceptance for Sewer Extension Applications (FTSE 04-16) State of North Carolina Department of Environmental Quality Division of Water Resources Entity Requesting Allocation: Franklin County Project Name for which flow is being requested: Freeman Subdivision - Phase 2 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: Franklin County Wastewater Treatment Plant b. WWTP Facility Permit #: NC0069311 All flows are in MGD c. WWTP facility's permitted flow -3 . o O p d. Estimated obligated flow not yet tributary to the WWTP l . 1 D 0 e. WWTP facility's actual avg. flow l . 243 f. Total flow for this specific request 0.03325 g. Total actual and obligated flows to the facility 2 . 3 -Z (Q h. Percent of permitted flow used 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: Pump Station (Name or Number) inssv tit RAtle E.1 pzr''"• rt 2.4 se i Firm Capacity, * MGD (A) Design Average Daily Flow** (Firm / pf), MGD cs .3c l . ►�4'1 (B) Approx. Current Avg. Daily Flow, MGD 0.at5 (C) (D)=(B+C) Obligated, Not Yet Tributary Daily Flow, MGD (E)=(A-D) Total Current Flow Plus Obligated Available Flow Capacity*** O •015 C3 . 1, 32— * 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 < O. Downstream Facility Name (Sewer): Franklin County WWTP Downstream Permit Number: NC00693I 1 Page 1 of 6 CTQC AA i e III. Certification Statement: I {'EtL flocertify 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. Page 2 of 6 ITC P 1111 1 4 usGsu S. AEP►ETMENT GF THE hatIt t s. QC .D r.w....-.�u CM WP I 1-Mimrwr -s US%po F II + i r' �s�\```' \ I,L. . i"1 , .:...{ ..-.., 1 .31 7.r..:.7.,...._7:÷...7.7' ,w[ us oro • .114 GAiSSGM 4UADIANGLE x u.a.. . f mrrliR %Lm6 SUBDIVISION sITE^' GSSISSGM,.0 ao� YI 3 v M ro Michael F Easley, Govcmor William G Ross Jr, Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P E. Director Division of Water Quality August 19, 2008 J. Bryce Mendenhall, Utilities Director Franklin County Public Utilities 1630 US Highway 1 Youngsville, NC 27596 Subject: Franklin County Public Utilities WWTP Permit No. NC0069311 Adjusted Daily Sewage Flow Design Rate Franklin County Dear Mr. Mendenhall: On June 11, 2008, the Division of Water Quality (Division) received your request for an adjustment to the daily sewage flow design rates. This adjustment would apply to all Franklin County Public Utilities permitted but not yet tributary connections and all future connections tributary to this facility (with the exception of permits whose flows are tributary to the collection systems of Franklinton and Youngsville) in accordance with 15A NCAC 02T .0114(f). A flow adjustment to 250 gallons per day per residential dwelling was requested. The Division's Raleigh Regional Office reviewed the information provided by you and additional information provided by your consultant to the Raleigh Regional Office dated June 26 and June 27, 2008. In accordance with 15A NCAC 02T .0114(f)(2), the Raleigh Regional Office has evaluated all the submitted data and considered other factors including weather conditions during the data period of calendar year 2007, DMR monitoring data for this facility and an analysis of flow reduction data for other facilities comparable to the Franklin County WWTP and collection system. Based on the data submitted, the Division hereby approves the use by Franklin County Public Utilities for the collection system described in Permit No. WQCS00179, and the treatment plant described in Permit No. NC0069311, an adjusted daily sewage design flow rate of 250 gallons per day per single-family dwelling, effective immediately. This flow reduction shall be applicable to existing permits with flows not yet tributary to the Franklin County collection system and all future permits issued to Franklin County Public Utilities. This flow reduction SHALL NOT APPLY to sewer extension permits issued to or tributary to the collection systems of the towns of Youngsville and Franklinton in Franklin County. In granting this flow reduction, please be advised that the Division will not reissue any outstanding permits made prior to this flow reduction request. If reissued permits are desired, a permit modification request with the appropriate fee must be submitted for each permit to be so modified. Flow allocation and tracking files maintained by the Raleigh Regional Office will be updated for any flow being shown as not yet tributary to the WWTP, ao Caro ina dvattrrallt/ North Carolina Division of Water Quality 1628 Mail Service Center Raleigh, NC 27699-1628 Phone (919) 791-4200 Customer Service Internet %%ww ncu•nlerquAtv.org Location' 3800 Barren Drive Raleigh. NC 27609 Fax (919) 5714718 1 R77-623-67411 An Equal Opportunity/Affirmative Action Employer— srr^; Recyc'edl10% Post Consumer Paper J. Bryce Mendenhall, Utilities Director Franklin County Public Utilities Page 2 Future sewer extension applications should be made using the reduced flow amounts stated c above. All other aspects of the permitting process remain unchanged, and all applications must be in compliance with the statutes, rules, regulations and minimum design criteria as certified by the owner and engineer. Without regard to this or any other flow reduction either requested or granted, at no time shall the flow to this wastewater treatment facility exceed the limits defined in the NPDES permit for this facility, nor exceed the capacity of the sewers downstream of any new sewer extension or service connection. If you have any questions regarding this adjustment to the daily sewage flow design rates, or require any additional information, please contact Barry Herzberg at (919) 791-4249, or by electronic mail to barry.herzbergc ncmail.net. Sincerely, (rlf 7/ 5: a/7/re A-7- for Coleen H. Sullins, Director Division of Water Quality by S. Daniel Smith Surface Water Quality Supervisor Raleigh Regional Office Cc: Franklin County Health Department RRO SWP, BH RRO, FCPU Files, NC0069311 & WQCS00179 Dan Blaisdell, PE, CG&L Deborah Gore, PERCS Unit Marie Doklovic, PE Stearns & Wheler 3128 Highwoods Blvd. Suite 140 Raleigh, NC 27604 I I