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HomeMy WebLinkAboutWQ0040770_Regional Office Historical File Pre 2018Dlvlsion of Wat+ ° Resources State of North. Carolina Department of Environmental Quality Division of Water Resources 15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION ETA 04-16 & SUPPORTING DOCUMENTATION Application Number (to he --i plow( by DWR) All items must be completed or the application 1.vi11 be returned. I. APPLICANT" INFORMATION: 1. Applicant's name: Town Of Trout' (couzpany, municipality, 1IO A, utility* etc ) Applicant type: ❑ lndiwidual ©G ❑ Corporation eneral Partnership ❑ Federal ❑ State/County Municipal 3. Signature authority's name: Adam Lippard per 15A NC\C (in- .01t)6(b) "Title: Public Work Supervisor d. Applicant's mailing address: PO Box 26 Troutman. NC 28 166 City: Troutman State: NC Lip: 23166- S. ,App'licant's contact information: Phone number: (704) 528-7600 Email aAddress: alippautmannc.grov H. PROJECT INFORMATION: 1. Project name: Setters Mill l \ppii aitcn,Project status: ❑ Proposed (NePermit) ❑ Existing Petit ❑ Privately -Owned Public Utility © Other Ha modification. provide the ems permit number: WON and issued date: If new construetic 3. County where pro 4, A.pproxirnate Coo but part of a master plan, provide the existing pe t is located: Iredell mates (Decimal De roes): Latitude: 35,661927 Parcel ID (ifapplicable), Ot) 8 (or Parcel ID to closest downstream sewer) ITT. CONSULTANT INFOR.\IATION: 1. Professional Engineer: Patrick Murphy I_icctlse Iurnher: 036? Firm R. Joe Harris & Associates. Inc. �lailmc address: 127 Ben Casey Drive. Suite 10 City Fort Mill State: SC Zip: 29708-,m_ Phone number:. (803) 802-1799 Email Addr number: WQ00 de: -80.832719 urphv=,a rioehatris.com IV. WASTEWATER I RI.A FMENT FaACFLITY OVW.C1) INFORMATION: 1. Facility Name: Southern Aquaculture Permit Number: Owner Name: Town Of Troutman RECEIVING DOWNSTREAM SEWER INFORM. ON (if different than. WWTF): 1. Permit Nurnber(s): AVQ Downstream. (Receiving) Sewer Size: 8 inch System Wide Collection S st nt. Permit Number(,) (il'applicable): \VQCS Owner Name(s). FORM E A Od-1.6 Page. 1 0.15 Division of Water Resources State of North Carolina Department of Environment and Natural Resources Division of Water Resources Flow Tracking/Acceptance for Sewer Extension Applications (FTSE 08-13) Project Applicant Name: R. Joe Harris & Associates, Inc. Project Name for which flow is being requested: Suffers Mill II 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: Rocky River WWTP. b. WWTP Facility Permit ##: NC0046728 All flows are in MGD c. WWTP facility's permitted flow 7.5 d. Estimated obligated flow not yet tributary to the WWTP 1.234 e. WWTP facility's actual avg. flow 4.271 f. Total flow for this specific request 0.059 g. Total actual and obligated flows to the facility 5.564 h. Percent of permitted flow used 74.2% II. Complete this section for each pump station you are responsible for along the route of this proposed wastewater flow. List pump stations located between the project connection point and the WWTP: (A) (B) (C) (D)=(B+C) (E)=(A-D) Design Obligated, Pump Average Daily Approx. Not Yet Total Current Station Firm Flow** Current Avg. Tributary Flow Plus (Name or Capacity,* (Firm 1pt), Daily Flow, Daily Flow, Obligated Available Number) MGD MGD MGD MGD Flow Capacity*** S.Iredell 2.16 0.86 . 0.60 . 0.12 0.72 0.14 Reeds Creek 7.93 3.17 2.54 0.62 3.16 0.01 * The Firm Capacity of any pump station is defined as the maximum pumped flow that can be achieved with the largest pump taken out of service. ** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pf) not less than 2.5. *** A Planning Assessment Addendum shall be attached for each pump station located between the project connection point and the WWTP where the Available Capacity is < 0. Page 1 of 6 FTSE 08-13 February 14, 2008 John V� Public Senn s Director 413 North Main. Street P.O. Box 878 Mooresville, NC 28115 Subject Rocky River W P, NC0046728 Residential Flow Reduction Approval Iredel1 County Dear Mr. Vest On .January 25, 2008 t& Division of Water Quality received a flow r ction request. for residences in the Town of Mooresville served by the Rocky River WWTP (Permit No, NC0046728). The request presented two methods for calculating the wastewater reduction. The first method presented is the preferredmethod. The DMR between December 006 and November 2by central office staff. The highest monthly average was observed in January 2007. Based upon tl d the Division hereby approves your request for the reduction in flow to 104 gallons per day per bedroom (m nirnum of 208 • • for 1 and 2 bedroom residences) for sewer extension perm issued tnbutary to the Town of Mooresville Rocky River wastewater ter treatment plant R flot d fie s d If you have any questions or comments regsaa (9l9) 733-5083 ext. 593, email [Deborah,Goregaicmail Rob Krebs, Mooresville Regional Office Dee Browder, Mooresville Regional Office Central :Files NC0046728 NPIES permit file NC0046728 PERCS Flow Reduction. File the waste Pretreatment Emergency Response and CoIe#Icn Systems UM a 1617 Mad Service Center, Raleigh, NC 27699-1617 Teriep one (919) 73 -6083 Fax (919) 733.0069 R. ,.f c Hat .s & soc ate, Inc. ).7 (°<«L'\ l)1 April 3, 2019 North Carolina DEQ Mooresville (MRO) Division of Water Quality 610 E. Center Avenue Mooresville, North Carolina 28115 Re: Sutter's Mill II Sewer Application for Approval — 1 Submittal RJH Project No.: 2605 To Whom It May Concern; On behalf of True Homes, LLC, we have enclosed the following items for NCDEQ's review and approval for the above referenced project; 1. 1 original & 1 copy of the completed Fast Track Sewer Application — dated 3/24/19 2. 1 copy of the completed Flow Tracking Sewer Application 3. 1 copy of the water and sewer plans for Sutter's Mill II sent via Email — dated 2/4/19 4. 1 check (#1983) for the application fee in the amount of $480 made payable to NCDEQ 5. 1 Vicinity Map for Sutter's Mill II If you should have any questions or require any additional information, please feel free to contact me at (803) 802-1799 or via email at jhe emann@r eharri .com, or Patrick Murphy, P,E. at pmurphy(Wrjoeharris.com Sincerely,. R JOE HARRIS & ASSOCIATES, INC Julian Hegemann Project Manager R. Joe Harr s & ss ates, Inc I !SO ` 1.Ofocr st MO_ NUDI1`Q - Mooresvill 1 e it Surface Water Protection 610 Last Centel- Avenue, Silo Mooresville„ North Carolittr Re. k Permit No. k\`( Permit Date. Apia! 9, 30I9 1'ort of'ttottttttrtst, Iraled North Cat To Whom It Ma If you should have any dtlestit as ctr realttir (8O3) ; 02-1 799 nr via emai1 Ia�iF,tFrl>I7}.,x INC Patrick 'Murphy, P„1:1, Director of Ear iat ea`i 4.; ,1darn 1,61y1 °,tI J .... 1'Gteid l ICL 4h`c.si (un r\ idre 11L 97t)ti is k Murphy, PI, FAST TRACK SE ER ENGINEERING CERTIFICATION PERMIrrEE: PERMIT #: PROJECT: ISSUE DATE: Town of Troutman WQ0040770 Slitters Mill II April 9, 2019 This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of this permit until the Division has received this Certification and all required supporting documentation,. It should be submitted in a manner that documents the Division'.s receipt. Send the required documentation the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom, Any wastewater flow made tributary to the wastewater collection system extension prior to completion of this Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up until a final certification is received, A Final Certification shall be a complete set of record drawings and design calculations regardless of whether partials have been submitted. PERMITTEE'S CERTIFICATION I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant to the applicable standards & requirements, the Professional' Engineer below has provided applicable design/construction information to the Permittee, and the Permittee is prepared to operate & maintain the wastewater collection system permitted herein or portions thereof, P Printed Name, Tit te tjeck D;r: 1'1 el, 2—d Signature Date ENG EER'S CERTIFICATION , Patrick Murphy, P,E, as a duly registered ProfessionalEngineer in the State of North Carolina, having been authorized to observe ([X,_periodically,r weekly, Li full time) the construction of the project name and location as referenced above for the above Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the following construction: 8,197 linear feet of 8-inch gravity sewer; such that the construction was observed to be built within substantial compliance of this permit; ISA NCAC 02T; the Division of Water Resources' (Division) Gravity Sewer :Minimum Design Criteria adopted February 1.2, 1996 as aoplicabIe.; the Division's Minimum Design Criteria for the Fast -Track Permitting of Purnp Stations and Force Mains adopted .June 1., 2000 as applicable; and other supporting materials. North Carolina Professional Engineer's Seal w/signature & date: [1 Final j Partial (include description) This partial certification covers lots 1-8, 74-75, 165-166, 170-171 & 176-189. Certification Comments/Qualifiers (attach if necessary): S4ac of North ('aro!i.rta FrcorolmhAttal Quar0. kk=thN : Waicr MoorcOlc Rea 610 CCPtc,r A,,cfme, Sulic 101 N400rovdk, N.gth Cmoftrw 28 704 h6.1 1b99 CERTIFICATION CHECKLIST 'To be completed by the certifying engineer prior to operation of the permitted sewers, per 15A NCAC 02T.0116. Certifying Engineer: Patrick Murphy, P.E. Certification Review Date: April 28, 2020 Project Name: Sutter's Mill II moo 40770 Project County: Iredell 1) Has permittee information changed since the permit was issued (or last modified): change of mailing address, change of ownership, transfer from developer to HOA/POA, etc. n Yes n No • If yes, please provide either a change of ownership form or new contact information. Note that transfer of permits from the developer to the HOA/POA must occur with the first certification. 2) Have the as -built drawings have been signed, sealed, and dated by an N.C. PE? n Yes ❑ No 3) Final Engineering certification? n Yes ❑X No • If Partial Engineering certification, provide detailed narrative including what is being certified in the current phase, what was previously certified (if applicable), and what is left to be certified. 4) Adequate information related to sewer lines: n Yes n No n N/A • Three feet minimum cover has been provided for all sewers unless ferrous pipe was installed. • Minimum diameters for gravity sewers are 8-inches for public lines and 6-inches for private lines. • Manholes have been installed: At the end of each line, at all changes in grade, size, or alignment, at all intersections, and at distances not greater than 425 feet; minimum diameter shall be 4 feet (48-inches). 5) Adequate information related to pump stations: n Yes ❑ No n N/A • Ensure power reliability option was selected per 15A NCAC 02T.0305(h). 6) Was project construction completed in accordance with all of the following: n Yes ❑ No ❑ N/A • 15A NCAC 02T, Minimum Design Criteria (MDC) for the permitting of Gravity Sewers (latest version), and MDC for the Permitting of Pump Stations and Force Mains (latest version)? If not, a variance approval is required in accordance with 15A NCAC 02T.0105(b), prior to certification and operation. • Contact the Central Office to discuss the variance to determine a course of action. • Applicant must submit two copies of the variance request form, plans, specifications, calculations, and any other pertinent information to the Central Office (one hard copy, one digital copy). • The central office will review the variance request, and if approvable, specific language regarding the variance will be incorporated into the permit, either via a special condition or a supplementary letter. A copy of the reissued permit with variance language or the variance letter must be maintained with the original documents. 7) Does the project contains high priority lines (1SA NCAC 02T .0402(2))? Q Yes ❑ No • If yes, ensure that the permit already contains the necessary condition related to high priority lines 15A NCAC 02T.0403 (a)(5). If the permit does not include this language, the Fast Track reviewer will reissue the permit with the appropriate language. 8) Are Permit modifications are required for any changes resulting in non-compliance with this permit (including but not limited to pipe length changes of 10% or greater, change in flow, pump station design capacity design change of 5% or greater, and/or change in the number/type of connections)? n Yes ❑X No • If yes, a permit modification request must be submitted to the appropriate Regional Office, and a modified permit with revised certification must be issued prior to certification and operation. State of North Carolina.I Environmental Quality l Water Resources l Water Quality Regional Operations Mooresville Regional Office' 619 East Center Avenue, Suite 301 l Mooresville, North Carolina 2171 I5 704 663 1699 , • FAST TRACK SEWER ENGINEERING CERTIFICATION RFICEIVEDiNCDENRIIDWR PERMITTEE: Town of Troutman PERMIT #t W00040770 PROJECT: 5utters Mill II ISSUE DATE: April 9, 2019 WORDS MOORESVILLE REGIONAL OFFICE This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of this permit until the Division has received this Certification and all required .supporting. documentation, It should be submitted in a manner that documents the Division's receipt, Send the required documentation the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom. Any wastewater flow made tributary to the wastewater collection system extension prior to completion of this Certification shall be considered a violation of the permitand shall subject the Permittee to appropriate enforcement actions, The Permittee is responsible for tracking all partial certifications up until a final certification is received. A Final Certification shall be a complete set of record drawings and design calculations regardless of whether partials have been submitted. PERMITTEE'S CERTIFICATION I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant to the applicable standards & requirements, the Professional Engineer below has provided applicable design/construction information to the Permittee„ and the Permittee is prepared to operate & maintain the wastewater collection system permitted herein or portions thereof, At9ASK 4Lettsgo PIA1 aflo The Printed Name, Title Signature ENGINEER'S CERTIFICATION Date Patrick h - as a duly registered P :fee _ na Ennecr in the State of North Carolina, having been author zed to observe ((X: periodically, J weekly, L_full t Tie) the construction of the project name and location as referenced above for the above Perrnittee, hereby state that, to the best of my abilities, due care and diligence was used in the observation of the following construction: 8,197 linear feet of 8-inch gravity sewer, such that the construction was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 'as aryohcable the DivisIon's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials. North Carolina Professional Engineer's Seal w/signature & date: Final 5(1 Partial (include description) This partial certification covers lots 9-73, Certification Comments/Qualifiers (attach if necessary): \\ CARO iF • *ir Al 61_8 ',date of Ntddall ,dtdtladat I Itdraddiadandandad Quaiddy Wader Readderteas Waled' Qaaddee Rettdoddad taperatIons Modateddadaddd, Reatatedtal Addict -a 610 tadat,t daadadd At evadttt Meededeadlltd, Naddtdd dadeladda altddi 704 ettd, (100 • CERTIFICATION CRE(KLIST To be completed by the certifying engineer prior to operation of the permitted sewers„ per I5A Certifying Engineer: Patrick Murkhy, RE. Certification Review Date: Au t 3,,20?0 Project Name: Sutter's Mill II wQ00 40770 Project County: rede 1) Has permittee information changed since the permit. was issued (orlast modified): change of rnathng address, change of ownership, transfer from developer to HOA/POA, etc. LI Yes x] No • If yes, please provide either a change of ownership form or new contact information. Note that transfer of permits from the developer to the HOA/POA must occur with the first certification.. WC)ROS M GORE SV RFOO NAL OF PiC Have the as -built drawings have been signed, sealed, and dated by an N.C. PE? 3) Final Engineering certification? Yes No ] Yes No !f Partial Engineering certification, provide detailed narrative including what is being certified in the current phase, what was previously certified (if applicable), and what is left to be certified. 4) Adequate information related to sewer lines: Yes r 1 No Li N/A • Three feet minimum over has been provided for ail sewers unless ferrous pipe was installed, • !Minimum diameters for gravity sewers are 8-inches for public lines and 6-inches for private lines, • Manholes have been installed: At the end of each line, at all changes in grade, size, or alignment„ at all intersections, and at distances not greater than 425feet; minimum diameter shall be 4 feet (48-inches). 5) Adequate information related to pump stations: j Yes J No X N/A • Ensure power reliability option was selected per 15.A CAC 02T,0305(h),, 6) Was project construction completed in accordance with oil of the. following. P!Yes j No 1 N/A 15A NCAC 02T, Minimum Design Criteria (MDC) for thepermittingof Gravity SewerAtatest version), and MD( for the Perrnittingof Purni.) Stations and Force Mains (latest version)? If not, a variance approval is required in accordance with 1A NCAC 921,Q10.5())), prior to certification and operation„ • Contact the Central Office to discuss the variance to determine a course of action. • Applicant must submit two copies of the variance request form, plans, specifications, calculations, and any other pertinent information to the Central Office (one hard copy, one digital copy). • The central office will review the variance request, ind if approvahle, specific language regarding the variance will be incorporated into the permit:, either via a special condition or a supplementary letter, A copy of the reissued permit with variance language or the variance letter must be maintained with the original documents, 7) Does the project contains high priority lines (154NCASJ)2T p41?,12.jy? [7-2<: Yes [7 No • If yes, ensure that the permit already contains the necessary condition related to high priority lines 15A NCAC 02T.0403 (a)(5). If the permit does not include this language, the Fast Track reviewer will reissue the permit with the appropriate language, '8) Are Permit modifications are required for any changes resulting in non-compliance with this permit (including but not limited to pipe length changes of 10`)./i or greater, change in flow, pump station design capacity design change of 5% or greater, and/or change in the number/type of connections)? 1 1 Yes X No • If yes, a permit modification request roust be submitted to the appropriate Regional Office., and a modified permit with revised certification must be issued prior to certification and operation. Siato Nkuth1 'Ualav Water; Re;;otnce, Wmer chwlity (41,:rmlom Nioorvsvint.!. Rkpon,tiOffit..c' h1 Nmik CAvolli,31 2X11!•.= 704 661 1699 October 13. 2020 NC[)1 () _ Mocaresvilie Re« icaa ai t ) Surface Water Protection 610 Last Center Avenue. Mooresville, North Carolina 28115 Re: Sutter's Mill 11 Wastewt r.tcr Colle Fast "1`rack l°if.!ineerinh Cer"tile aat Permit No. A'O0040770 Permit Date: April `a, ?019 Town of Troutman, Iredell (.`omit RJH Prot Concern, Ota hellallof 1 o vtt oi'`Trc utai the above referenced project: 1, One (08`0.7r202 — t If you should ha zrtay gaaestian t 1799 ear° via email at pp R.Joe a Associates, c. IIw6' oicc e t (80 ) t 02•-1 7 1) C IVEr/NCO NniDW )lina ea C package, picric approve our request fr r;catraldlcte. R,1i)Iw L{r RRIS K ASSOCIATES. INC. Patrick hvlurpla 'Director of 1:n P. L. acid 1 for 'tatr`ic.k Morphs, 1>1 NAL iT) F r" pt.. F: