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WQ0035325_Regional Office Historical File Pre 2018 (3)
ROY COOPE WTeV MICHAEL S. I ECI N LINDA CULPEPPE.R November 1, 2018 Donald Chamblee, Director of Public Works Lincoln County Public Works 1 1 5 W. Main. Street Lincolnton NC. 2809, ? Subject: Permit No, YvQ0035325 MODIFIC' ON Lincoln County Public W"orks Airlie Industrial Park Wastewater Collection System. Extension Permit. Lincoln County Dear Mr, Chamblee; This permit will nullify all previous versions of permit no. WQ00353 In accordance with your application received October 12, 2018, and additional information received on October 31., 2018, we are forwarding herewith. Permit No, WQ0035325 MODIFICATION dated November 'I. 2018 to the Lincoln County Public. Works (Permittee) for the construction and operation utaon certification of the subject wastewater collection system cxten.sion, 'Fills permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions and limitations as specified therein. This cover letter shall be considered a part of this permit and is therefore incorporated. therein by reference. Permit No, WQ0035325 was originally issued on May €, 201 1 , Due to the constructionwarehouse building 185 feet e f 8-inch sewer line will have to be reconstructed. No flow increase will result from the modification (72,000 GPD originally permitted), Please: pay particular attention to the fc llorrtaag conditions co twined within this permit: Condition II.1: This permit shall not be automatically transferable: a request must be made and approved. Condition 11.4: Requires that the w°astewater collection facilities be properly operated and xnaintained,in accordance with 15.A NCAC 2T .0403 or any individual system -wide collection system permit issued to the Permittee. Condition 11.7: Upon completion of construction and prior to operation of these permitted. facilities, the completed Engineering Certification form with checklist. attached to this permit shall be submitted with the required supporting documents to the address provided on the forrn. Permit modifications are required for any changes resulting in non-compliance with this permit,regulations, or the Minimum Design Criteria. [15A NCA.0 01h.01 16) It shall be the responsibility of the Permittee to ensure that the as -constructed project meets the appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute § 143-215.6A through fi 143-215.6C, construction of additional or replacement wastewater collection facilities, and/or referral of the North Carolina -licensed. Professional Engineer to the licensing board, If any parts, requirements, or limitations contained in this permit are unacceptable, you have the tight to request: an adjudicatory hearing upon written request within 30 days following receipt of this permit. This request must be in the form of a written petition, conforming to Chapter 150B of North Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and binding. If you need additional information concerning this ttr.atter, please contact Ori Tuvia at (704) 235-'2190 or via e-mail at oti th\°i t:;i neden .e�ov. Sincerely, ocuSigned by: t,. H P41444 F 161 FB69A2r184A3,.. fo r inda Culpepper nt Dirc oor,. Divitiion of Water Resources by W. Corey Basinger, Regional Supervisor Water Quality Regional Operations Section Division of Water Resources, NCDEQ cc: Luke Bugen.ske (P.E.) (E-copy) Mooresville Regional Office Files (Laserflche) Water Resources Central Files (Laserfiche) PERCS (Laserfiche) Page 2 of 10 NORrFi CAROLINA Environmental Quality WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the Lincoln County Public Works Lincoln County for the construction and operation of approximately 185 linear feet of 8-inch gravity sewer; to serve Consus group industrial) warehouse facility as of Airlie Industrial Park development, and the discharge of no additional flow (total of 72,000 GPD) of collected wastewater into the Lincoln County existing sewerage system, pursuant to the application received October 12, 2018, and additional information received on October 3I, 2018, and in conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; 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 data subsequently filed and approved by the Department of Environment and Natural Resources and considered a part of this permit. Permit No. WQ0035325 was originally issued May 6, 2011, for the 3,880 linear feet of 8-inch gravity sewer, 870 linear feet of 4-inch force main, a 150 GPM pump stations (with duplex pumps, on -site ' audible and visual high alarm, and a permanent generator with ATS) and the discharge of 72,000 GPD of collected domestic wastewater. This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified conditions and limitations contained therein. —DocuSigned by: A4,014ew 11 P44.1. F161 F B69A2D84A3... for Linda Culpepper Interim Director, Division of Water Resources for W. Corey Basinger, Regional Supervisor Water Quality Regional Operations Section Division of Water Resources, NCDEQ By authority of the Environmental Management Commission Permit Number: WQ0035325 MODIFICATION Permit Issued: November 1, 2018 Page 3 of 10 SUPPLEMENT TO PERMIT COVER SHEET Lincoln County Public Works is hereby authorized to: Construct, and then operate upon certification the aforementioned wastewater collection extension. The sewage and wastewater collected by this system shall be treated in the Killian Creek Waste Water Treatment Facility in accordance with Permit Number NC0088722. Permitting of this project does not constitute an acceptance of any part of the project that does not meet 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable, unless specifically mentioned herein. Division approval is based on acceptance of the certification provided by a North Carolina -licensed Professional Engineer in the application. It shall be the Permittee's responsibility to ensure that the as -constructed project meets the appropriate design criteria and rules. Construction and operation is contingent upon compliance with the Standard Conditions and any Special Conditions identified below. I. SPECIAL CONDITIONS 1) No flow in excess of the quantity permitted herein, 0 additionaI flow (total of 72,000 GPD), shall be made tributary to the subject sewer system until an application for permit modification for an increase in flow has been submitted to and approved by the Division. [15A NCAC 02T.0304 (b)] II. STANDARD CONDITIONS 1. This permit is not transferable. In the event there is a desire for the wastewater collection facilities to change ownership, or there is a name change of the Permittee, a formal permit request shall be submitted to the Division accompanied by documentation from the parties involved, and other supporting materials as may be appropriate. The approval of this request shall be considered on its merits and may or may not be approved. [15A NCAC 02T.0104; G.S 143-215.1(d3)] 2. This permit shall become voidable unless the wastewater collection facilities are constructed in accordance with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; 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 unless specifically mentioned herein. [15A NCAC 02T.0110] 3. This permit shall be effective only with respect to the nature and volume of wastes described in the application and other supporting data. [15A NCAC 02T .0110] 4. The wastewater collection facilities shall be properly maintained and operated at all times. The Permittee shall maintain compliance with an individual system -wide collection system permit for the operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)]: Page 4 of 10 a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to land or surface waters, and to prevent any contravention of groundwater standards or surface water standards. b. A map of the sewer system shall be developed and shall be actively maintained. c. An operation and maintenance plan including pump station inspection frequency, preventative maintenance schedule, spare parts inventory and overflow response has been developed and implemented. d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365 days per year). Pump stations that are connected to a telemetry system shall be inspected at least once per week. e: High -priority sewer lines shall be inspected at least once per every six months and inspections documented. f. A general observation of the entire sewer system shall be conducted at least once per year. g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina General Statute § 143-215.1C. h. A Grease Control Program is in place as follows: 1. For public owned collection systems, the Grease Control Program shall include at least biannual distribution of educational materials for both commercial and residential users and the legal means to require grease interceptors at existing establishments. The plan shall also include legal means for inspections of the grease interceptors, enforcement for violators and the legal means to control grease entering the system from other public and private satellite sewer systems. 2. For privately owned collection systems, the Grease Control Program shall include at least bi- annual distribution of grease education materials to users of the collection system by the permittee or its representative. 3. Grease education materials shall be distributed more often than required in Parts (1) and (2) of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows. i. Right-of-ways and easements shall be maintained in the full easement width for personnel and equipment accessibility. j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three years with exception of the map, which shall be maintained for the life of the system. 5. The Permittee shall report by telephone to a water resources staff member at the Mooresville Regional. Office, telephone number (704) 663-1699, as soon as possible, but in no case more than 24 hours following the occurrence or first knowledge of the occurrence of either of the following: a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable of adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage or breakage, etc.; or b. Any SSO andlor spill over 1,000 gallons; or c. Any SSO andlor spill, regardless of volume, that reaches surface water Page 5 of 10 Voice mail messages or faxed information is permissible, but this shall not be considered as the initial verbal report. Overflows and spills occurring outside normal business hours may also be reported to the Division of Emergency Management at telephone number (800) 858-0368 or (919) 733-3300. Persons reporting any of the above occurrences shall file a spiII report by completing and submitting Part I of Form CS-SSO (or the most current Division approved form) within five days following first knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to ensure that the problem does not recur. Part II of Form CS-SSO (or the most current Division approved form) can also be completed to show that the SSO was beyond control. [G.S. 143- 215.1 C(a1)] 6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater to the surface waters of the State. [15A NCAC 02T.0108(b)] 7. Upon completion of construction and prior to operation of these permitted facilities, the completed Engineering Certification form attached to this permit shall be submitted with the required supporting documents to the address provided on the form. A complete certification is one where the form is fully executed and the supporting documents are provided as applicable. Any wastewater flow made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions. If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately filed with the applicable County's Register of Deeds office shall be submitted with the certification. A complete certification is one where the form is fully executed and the supporting documents are provided as applicable. Supporting documentation shall include the following: a. One copy of the project construction record drawings (plan & profile views of sewer lines & force mains) of the wastewater collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD disk) and are defined as the design drawings that are marked up or annotated with after construction information and show required buffers, separation distances, material changes, etc. b. One copy of the supporting applicable design calculations including pipe and pump sizing, velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage, surge protection, detention time in the wet well, and force main, ability to flush low points in force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage capacities and the rotation schedule of the portable power source or pump, include travel timeframes, shall be provided. c. Changes to the project that do not result in non-compliance with this permit, regulations, or the Minimum Design Criteria should be clearly identified on the record drawings, on the certification in the space provided, or in written summary form. Prior to Certification (Final or Partial): 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, increased flow, pump station design capacity design increases of 5% or greater, and increases in the number/type of connections), regulations, or the Minimum Design Page 6 of 10 Criteria. Requested modifications or variances to the Minimum Design Criteria will be reviewed on a case -by -case basis and each on its own merit. Please note that variances to the Minimum Design Criteria should be requested and approved during the permitting process prior to construction. After - construction requests are discouraged by the Division and may not be approved, thus requiring replacement or repair prior to certification & activation. [I5A NCAC 02T .0116] 8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until corrected. If there is an unforeseen obstacle in the field where all viable solutions have been examined, a slope variance can be requested from the Division with firm supporting documentation. This shall be done through a permit modification with fee. Such variance requests will be evaluated on a case -by -case basis. Resolution of such request shall be evident prior to completing and submitting the construction certification. [ 15A NCAC 02T.0105(n)] 9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the wastewater collection facilities. [15A NCAC 02T .0116] 10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the Division's Gravity Sewer Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted June 1, 2000, as applicable; and other supporting materials may subject the Permittee to an enforcement action by the Division, in accordance with North Carolina General Statutes § 143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board. [15A NCAC 02T .0104; 15A NCAC 02T .0108(b-c)] 11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the creation of nuisance conditions, the Permittee shall take immediate corrective action, including those as may be required by this Division, such as the construction of additional or replacement facilities. [I5A NCAC 02T .0110; 15A NCAC 02T .0108(b)] 12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes, rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or Local government agencies which have jurisdiction or obtaining other permits which maybe required by the Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)] Page 7 of 10 CERTIFICATION CHECKLIST To be completed by the certifying engineer prior to operation of the permitted sewers, per 15A NCAC 02T.0116. Certifying Engineer: Certification Review Date: Project Name: WQ00 Project County: 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. ❑ Yes ❑ 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? ❑ Yes ❑ No 3) Final Engineering certification? ❑ Yes ❑ 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: ❑ Yes ❑ No ❑ 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: ❑ Yes ❑ No ❑ 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: ❑ Yes ❑ No ❑ N/A • l5A 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 (15A NCAC 02T .0402(2))? ❑ 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)? ❑ Yes ❑ 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. NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115 Mooresville Regional Office Phone: (704) 663-1699 FAX: (704)-633-6040 FAST TRACK SEWER ENGINEERING CERTIFICATION PERMITTEE: LINCOLN COUNTY PUBLIC WORKS PERMIT #: WQ0035325 MODIFICATION PROJECT: AIRLIE INDUSTRIAL PARK ISSUE DATE: NOVEMBER I, 2018 This project shall not be considered complete nor allowed to operate in accordance with standard 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 to the Regional Supervisor, Water Quality Regional Operations Section at the address noted in the page footer. 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 by the Division. 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. Printed Name, Title Signature Date ENGINEER'S CERTIFICATION I, , as a duly registered Professional En ineer in the State ofNorth Carolina, having been authorized to observe (❑ periodically, ❑ weekly, [ 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 construction 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 applicable; 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 ❑ Partial (include description) Certification Comments/Qualifiers (attach if necessary): NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115 Mooresville Regional Office Phone: (704) 663-1699 FAX: (704)-633-6040 Consus Group, LLC 8/29/2018, 4:50:5+5 PM Override 1 0 0.05 0.1 lr ,..s 0 0.1 0.2 0.2 rig trsos me Nal1oAal tMmp, Natgxtal &whim*, Datasot, OadasM, G4ovachk Names irectihrakaav Sim, Nidico l ©atesel, National Land Cove, Detabnse, National Structure Nalicarat Trampc tatean Dalaset U S. Certain ELreau TIGER 0.4 km +tl 1,411001101 fUrri DICIA$k, Otto rstrRe .e July, 20M, 1 UttrCS Ttw Natrona Mw C.c ,Opt°ac Nye kfan Von /Wen MO (it:40W Joly.2GI$.,! PIMA iM7M •• US To o- DIM N6+1*V *Pet I OAK ENGINEERING TRANSMITTAL October 1 1, 20 18 Ori Tuvia NCDEQ — Water Quality Section Mooresville Regional Office 610 E. Center Avenue Mooresville, NC 28115 704-235-2190 RE: Consus Group, LLC Airlie Business Park — Lincoln County, NC NCDEQ Sanitary Sewer Extension Permitting Mr. Tuvia, Enclosed are the following items for your use: • Fast Track. Sewer System Application — 2 copies • Cover Letter — 2 copies • Flow Tracking/Acceptance Form — 2 copies • Site Maps — 2 copies • Existing Permit — 2 copies • Check for $480.00 to NCDEQ Please let me know if you need any additional information for your review of this proiect. Sincerely, Luke J. Bugenske, PE OAKENGINEERiN( oak.engineering 11PA.E OAK ENGINEERING October 4, 2018 COVER LETTER RE: Consus Group, llC Public Sanitary Sewer Extension Application Lincoln County, North Carolina Consus Group, LLC is proposing the construction of a new industrial/warehousing facility in the Airlie Business Park in Lincoln County, North Carolina (Tax Parcel No. 4603220475). The proposed improvements will include a 64,000-sf building with truck court and approximately 50 vehicular parking spaces to serve the Facility, A driveway connection will be made to Airlie Parkway. With this construction It is proposed to lower the existing sanitary sewer trunk line to provide adequate cover beneath the new driveway. This application is to permit approximately 185-fleet of public 8- inch ductile iron pipe and a new sanitary sewer manhole. Thank you for your review of this project. If you have any questions regarding this submittal, please contact me at luke@oak,engineering. Sincerely, Luke Bugenske, PE OAK 'ENc INi=E oak engineering N CIK 1"11rICA'1 PUN i 1H CKLI "1 To be completed by the certifying engineer prior to operation oft permitted sewers, per 1 5A NCAC 02T.01 16. Certifying Engineer: Luke J. Bugenske, PE Certification Review Date: January 28, 2019 Project Name: Airlle Industrial Park WQ00 35325 Project County: Lincoln I) 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. 0 Yes 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? Yes [ No 3) Final Engineering certification? 1 Yes © No • If Partial Engineering certification, provide detailed narrative including what is being cer tlfled in the cur phase, what was previously certified (if applicable), and what is left to be certified. 4) Adequate information related to sewer lines: ► i. Yes 0 No Q 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; 0 Yes 0 No X N/A • Ensure power reliability option was selected per i 5 NCAC O2T,03Q5(I 6) Was project construction completed in accordance with all of the following: l' Yes 0 No El N/A • 15A,NCAC Q2T, Minimum Design to Crf eria (MDC) for the permitting of Gravity vers.(latest version), and P l c (latest version)? prior to certl lcation and if not, a variance approval is required in accordance operat • Contact the Central Office to discuss the variance to determine a course of action. • Applicant must submit 13E2 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 ietter. 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 ( 1 4 ? © Yes. N • If yes, ensure that the permit already contains the necessary condition related to high priority lines 15A NCAC 02T.0403 (aX5). lithe permit does not include this language, the Fast Track reviewer will reissue the permit with the appropriate language. 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, pum station design capacity des': change of 5% or greater, and/or change in the number/type of connections)? 0 Yes F® 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. NC OWR Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115 Mooresville Regional Office Phone: (704) 663-1699 FAX: (704)-633-6040 FAST TRACK SEWER ENGINEERING CERTIFICATION PERMITTEE: LINCOLN COUNTY PUBLIC WORKS PERMIT tt: WQ0035325 MODIFICATION PROJECT: AIRLIE INDUSTRIAL PARK ISSUE DATE: NOVEMBER 1, 2018 This project shall not be considered complete nor allowed to operate in accordance with standard 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 to the Regional Supervisor, Water Quality Regional Operations Section at the address noted in the page Tooter.. 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 by the Division. A Final Certification shall be a complete set of record drawings and design calculations regardless of whether partials have been submitted. FpktM1TTEE'S CF,Ii,TIFICATION, 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. Donald Chamblee, Public Works Dir. Printed. Name, Title Signature Date gN91NE R'$ CERTIFICATION I, Luke J. Bug'enske , as a duly registered Professional En ineer in the State of North Carolina, having been authorized to observe (IX] periodically, LJ weekly, 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 construction such that the construction was observed to be built within substantial compliance of this permit; 1 SA NCAC 02T; the Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Put p Stations and Force Mains adopted June 1, 2000, as applicable; and other supporting materials. North Carolina. Professional Engineer's Seal w/signaturo & date; 0 Final Q Partial (include description) Certification Comments/Qualifers (attach 1 neces. SEAL �� S 045345 NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115 Mooresville Regional Office Phone: (704) 663-1699 FAX: (704)-633-6040