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HomeMy WebLinkAboutwq0042182_Application (FTSE)_20210216State of North Carolina Department of Environmental Quality DWR Division of Water Resources 15A NCAC 02T .0300: FAST TRACK SEWER SYSTEM EXTENSION APPLICATION Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION Vk6b ti (to be completed by DWR) Application Number: ll All items must be com leted or theapolication will be returned 1. APPLICANT INFORMATION: /j 6 I e< [ f/+ {, VAR j t: 1. Applicants name: Town of Fuquav-Varina. NC (company, municipality, HOA, utility, etc.) T Y6 �sqo if 2. Applicant type: ❑ individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility Federal ❑ State/County ® Municipal ❑ Other 3. Signature authority's name: Jay T. Meyers. PE per 15A NOAC 02T .0106(b) Title: Public Utilities Director 4. Applicant's mailing address: 134 N. Main Street City. Fuquav-Varina State: NC Zip: 27526-� 5. Applicant's contact information: Phone number: 919) 567-3.211 Email Address: imevers bfuquav-varina_org, u IT. PROJECT INFORMATION: a I. Project name: Stnnecreek Subdivision Phase ? '— cm M 2. Application/project status: ❑ Proposed (New Permit) ® Existing Permit/Project o If a modification, provide the existing permit number: WQ0042182 and issued date: 1/14/2021 cn a�"A If new construction but part of master plan, provide the existing permit number: WQ00_ _ W W 3. County where project is located: Wake 4. Approximate Coordinates (Decimal Degrees): Latitude: 35.63° Longitude:-78.76° a q 5. Parcel ID (if applicable): 0679056672 U z (or Parcel ID to closest downstream sewer) III. CONSULTANT INFORMATION: l . Professional Engineer: T. Andy Lamm: PE License Number: 011293 Firm: Timmons Grout) Mailing address: 5410 Trinity Road Suite 102 City: Raleigh State: NC Zip: 27607- Phone number: 9{ 19) 866-4941 Email Address: and .lamm timmons.com IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION: 1. Facility Name: Terrible Creek W WTP Permit Number: NC000066516 Owner Name: Town of Fuquav-Varina V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF): 1, Permit Number(s): W00040191 Downstream (Receiving) Sewer Size: 8 inch System Wide Collection System Permit Number(s)(if gpplicable): WQCS00193 Owner Name(s): Town of Fu ua -Varina FORM: FTA 04-16 Page I of 5 { VI. GENERAL REQUIREMENTS I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached? ❑ Yes []No ®NIA 2. If the Applicant is a Developer of lots to be sold, has a Developer's O eradonal A reement ULMLUM been attached? ❑ Yes [:]No ®N/A 3. If the Applicant is a Hum c/Pro a Owners' Association ns ail O eralional Agreement FORM: HOA been attached? ❑ Yes ❑No ®N/A 4. Origin of wastewater: (check all that apply): ® Residential Owned ❑ Retail (stores, centers, mails) ❑ Car Wash ❑ Residential Leased ❑ Retail with food preparation/service ❑❑Hotel and/or Motels School I preschool /day care Cl 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) S. Nature of wastewater: 100 % Domestic/Commercial % Commercial % Industrial (see ! 5A NCAC U2'i .0103 20 "Is there a Pretreatment Program in effect? ❑ Yes ❑ No 6. Has a flow reduction been approved under I SA NCAC U3T .0 114 ? ® Yes ❑ No ➢ If Yes, nrovide a cony of Clow reduction approval letter 7. Summarize wastewater generated by project: Establishment Type (see 1121,0I 14ff1) Residential - 4 bedroom Daily Design Flow'.6 ,No, of Units Flow 300 gal/day 41 12,300 GPD gall GPD HIE gall GPD gall GPD gal/ GPD gall GPD Total 1 12,300 GPD a See 15A NCAC 02T A I I 1 b d e ! 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._ 4?A-4). b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 021'.0114] shall be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data. 8. Wastewater generated by project: 12,300 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 fine ❑ Flow has already been allocated in Permit Number: ❑ Rehabilitation or replacement of existing sewer with no new flow expected ❑ Other (Explain): y FORM: FT'A 04-16 Page 2 of 5 Vll. GRAVITY SEWER DESIGN CRITERIA (if Applicable) - 02� & MDC Cravit Sewers Summarize gravity sewer to be permitted: i Size (inches) 8 8 Length (feet) Material 2,438 PVC 198 DIP 1;. Section I1 & Ili 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 Vill. PUMP STATION DESIGN CRITERIA (if Applicable) — 021 305 & MDC (Pump Stations/Force Mains COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT 1. Pump station number or name: — J 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) I Length (feet) I Material 6. Power reliability in accordance with 15A NCAC 02T .030 h I ❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B); D 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. p stations, an evaluation of al I the pump ➢ if the portable power otat on schesource or dump is ule c of theportableto multiple ower Pue orn r pump, including travel t meframes,shalllbe provided capacities and the in the case of a multiple station power outage. Page 3 of 5 FORM: FTA 04-16 IX. SETBACKS & SEPARATIONS— (02B.0200 & 15A NCAC 02T .0305(t)): I. Does the project comply with all separations found in I SA NCAC Q?T .U30i 1 & , 15A NCAC 02T.03U5( contains minimum se a"'lions that shall hp .,r1 r nrnv;t1®Yes Nv sewers and other utilities not listed below (vertical) �rd' mains (vertical -water over sewer includin in benched trenched 24 Reclaimed water lines (vertical - reclaimed over sewer)I0 feet Reclaimed water lines (horizontal - reclaimed over sewer 18 inches 2 feet **Any private or public water supply source, including any wells, WS-I waters of Class I or Class It im ounded reservoirs used as a source of drinkin water **Waters classified WS (except WS-I or WS-V), g, SA, ORW, HQW, or SB from normal l00 feet hi h water or tide elevation) and wetlands {see it 1X.2 **Arty others tream, lake, impoundment, or ground water lowering and surface drainage 50 feet ditches AnY buildine fntlnrtwhinn _ !Q feet of embankment or cuts of 2 feet or more vertical hei ht 10 feet Vstemc anrf 10 feet Final earth arnrlP r,. +;_. n. 1 10 15A NCAC p2 sa rncnes T•Q305(g_1 contains alternatives where separations in 07TA3 a cannot be achieved. D **Stream classifications can be identified using the Division's NC Surface at r Classificat ons Deb a��e If noncompliance with 02T.0305 or see Section X of this application 2. Does the project comply with separation requirements for wetlands? (50 feet of separation) See the Division's draft separation requirements for situations where separation cannot be meet 0 Yes ❑ No [I N/A 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 ISA NCAC 0?8 .wmm ® Yes 0 No [] N/A D This would include Trout Buffered Streams per ISA NCAC 2B.0202 4. Does the project require coverage/authorization under a 404 Nationwide or individual permits or 401 Water Quality Certifications? ® Yes ❑ No > Information can be obtained from the 401 & Buffer Permittin r Branch 5. Does project comply with 126CAC 02T.0105 c ti (additional permits/certifications)? ®Yes Per 15A NCAC 0?T.0145 c 6 direct0 No ly 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.0403, "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 El MA D 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. 'ORM: FTA 04-16 Page 4 of 5 X. CERTir]CATIONS: )es an 1. Does the submitted system comply d lh 15A N-CAC 021, the Mini iMm rDesm Criteria Criteria verrsionthe Pas applicable?itting of urii Stations and Force Mains latesi versrun - an ® Yes ❑ No 10-14) nd re ie complete and submit the V is re euAlEedm Dior to sutive rgn Request bmiittal oftheplication F'ast Track ADClicat onaanti supo o tm da umcntsocuments r review. A royal of the re uest is re 2. Professional Engineer's Certification: 1, 7, fiNDY l�mrh PE attest that this application for (Professional Engineer's name from Application Item Ill. I.) 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. 1 further attest Gi ate toThe of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Minimum Design Criteria for Gravity Sewers version), e5tversion), and Although otherhprof professe Minimum ionals may have developed certain portions f thesign Criteria for the Fast -Track is of pump Stations and Force Mains (latest submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material an 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. _ .. :a North Carolina Professional Engineer's seal, signature, and date: r'Q- II 3. Applicant's Certification per 15A NCAC 02T .0106(b): f T e_ 1' M' nntur Authority' name & title f 7 IG V r Q1NE���4' �''14INDY [ 1•rt 'e—g —Dl 'r. attest that this application for Application Item 1.3.) understand t if uired s of has been reviewed by me and is accurate and f all complete to the best of in supporting documentationl e. land attachments are/ not gincludedrtthis this application are not completed and that irequired application package is subject to being returned non- e la d will result in an immedete. I iate enfrstandorcement cem nat anytaction discharge may include civil penalties, discharge system to surface waters or th injunctive relief, and/or criminal prosecutin.I will that if Ilak qui ed parts of thic no claim against sapplicationpl ctation package are not completed and that f of this permit be violated. I also understand all required supporting information and attachments are not included, this application package will be retumc to me as incomincomplete. - In accordance with Genera! Statutes 143-215.6A and 143- 15.6B, any person who knowingly makes any false ion in any application package shall be guilty of a Class 2 misdemeanor, which may statement, representation, or certificat include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation. Date: Signatur Page 5 of 5 FORM: FTA04-16 �pF W A TFRQ State of North Carolina \p G Department of Environment and Natural Resources C/) r Division of Water Quality D Flow Tracking/Acceptance for Sewer Extension Permit Applications (FTSE 06-13) Project Applicant Name: Town of Fu ua -farina Project Name for which flow is being requested: Stonecreek 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: Terrible Creek WWTP b. WWTP Facility Permit #: _ NC00665I6 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 MGD c 3.000 _ 0.863 2q 1.152 0 0.012 2.027 67.57% 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) (�) Design Pump Average Daily Approx. Station Firm Flow** Current Avg. (Name or Capacity,* (Firm i po, Daily Flow, Number) MGD MGD MGD Stone cr--01,— 0.144 0.058 0.00 t; c (C) (D)--(B+C) (E)-(A-D) Obligated, Not Yet Total Current Tributary Flow Plus Daily FIow, Obligated Available MGD Flow Capacity*** 0.047 0.047 0.011 * 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 (pi) 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. Page 1 of 6 FTCF 11F_1 1 Certification Statement; I Jay T. Meyers, P.E., Public Utilities certify to the best of my knowledge that the addition of Director 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. Z00 _ S' in r * I Si ature Date Page 2 of 6 PROXEcT NARRATIVE Project Name: Stonecreek — Phase 2 Location: Fuquay Varina, Wake County, NC Owner: Pulte Home Company, LLC 1225 Crescent Green Drive, Suite 250 Raleigh, NC 27607 Developer: Pulte Home Company, LLC 1225 Crescent Green Drive, Suite 250 Raleigh, NC 27607 Consultant: Timmons Group Jim Chandler, PE 5410 Trinity Road, Suite 102 Raleigh, NC 27607 Phone: 919-866-4951 PROJECT DESCRIPTION AND NARRATIVE: The proposed project is inside Fuquay Varina jurisdictional limits and is located along Hill -top Needmore Road, west of the intersection with NC 401. The scope of this project will include the construction of 41 residential lot and associated roads in phase 2. The proposed public sewer extension will provide domestic service to Phase 2 ofStonecreek subdivision on a 13.57-acre tract of land (Phase 2) in Fuquay Varina, NC. Development Flow Rate: 12,300 gpd (4I) 4 bedroom houses @ 300 gpolunit USGS Map Apex Quadrangle North Carolina — Wake County 7.5-minute Series near PV . '- OV ro-ra DR D� SCALE I'-SM' 0 sw low VICINITY MAP * State of North Carolina Department of Environment and Natural Resources •a O Division of Water Quality cam•' Go Michael F. Easley, Governor William G. Ross Jr.,. Secretary '�� Gregory J. Thorpe, Ph.D., Acting Director NCDENRNORTH CAROLINA DEPARTMItNT Of AD C.NVIRONMENT AND NATURAL RESOURCES N November 7, 2001 v Mr. Michael A. Allway, Assistant Town Manager Town of Fuquay-Varina 401 Old Honeycutt Road Fuquay-Varina, North Carolina 27526 Dear Mr. Allway: t4Oii 0 8 2001 um of qtr-Va" Subject: Town of Fuquay-Varina FIow Reduction Approval Wake County On September 10, 2001, the Division of Water Quality Non Discharge Permitting Unit received your flow reduction request for future and present, but not yet tributary, single-family dwellings in the Town of Fuquay-Varina. The letter requests approval of a residential flow value of 220 GPD/residence for these dwellings. The information provided water use information for 2000 and actual daily waste water flow recordings for their peak month of May. Other supporting data was provided. The evaluation covered 90 homes that are representative of the subdivisions in Fuquay-Varina in accordance with 15A NCAC 2H .0219(1)(3). Based on the information submitted. the Division hereby approves the use of 75 GPD per bedroom per dwelling for residential units (225 GPD per three bedroom home) in all applicable non -discharge permit applications for future sewer line extensions and present, but not yet tributary projects for the Town of Fuquay- Varina. The Division did note that the average flow per residence in February 2000 was 271 GPD. Regardless of the adjusted design daily wastewater flow rate. at no time shall the wastewater flows exceed the effluent limits defined in the Town's NPDES Rermit for the treatment facility or exceed the capacity of the sewers downstream of any new sewer extension. Please submit a separate letter to the Raleigh Regional Office that requests flow reductions for specific previously permitted projects (indicate perTnit number, Er2jeSLEImeaermitted flow, new flow under reduction and the difference between them). If you have any questions or comments regarding this matter, please contact Marie DokIovic at (919)733-5083 ext. 371. S ince , L' Gregory J. Thorpe, Ph.D. cc: Raleigh Regional Office Flow Reduction File 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone 919-733-5083 Fax 919-715.6048 An Equal Opportunity Affirmative Action Employer 50% recycled/10%n post -consumer paper 0 NC Dept of Environmental Qu;+lit TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. FEB 16 2921 Raleigh Regional Office TRANSMITTAL TO: NCDEQ DWR - Raleigh Regional Office 3800 Barrett Drive Raleigh, NC 27609 ❑ ENCLOSED PLEASE FIND ❑ WE ARE SENDING UNDER SEPARATE COVER: Date: 02/16/2021 Jab #: 39070 Project: Stonecreek Subdivision — Ph. 2 Reference: Sewer Modification Copies Sent To: COPIES DATE NUMBER DESCRIPTION 1 1 Fast Track Sewer Application (Incl. Flow Acceptance Form/ Certification Statement 1 2 Check for $480 1 3 Project Narrative 1 4 USGS ma 1 5 Vicinity Ma 1 6 NCDENR Letter Dated Nov. 8, 2001 -- Flow Reduction THESE ITEMS ARE TRANSMITTED: If enclosures are not as noted. please notify us at once. COMMENTS: Feel free to contact me with any questions at 919-866-4944 or dexter.howell timmons.com Thank you, Dexter Howell Project Manager SIGNED: 0 a N U Z s ra cc I R L, Ch c Lc LO r9 c; w r E 0 c 0 E E a m