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HomeMy WebLinkAboutWQ0022841_Regional Office Historical File Pre 2018AT Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, RE,, Director Division ofWater Quality Coleen H. Sullins, Deputy Director Division of Water Quality July 17, 2003 Mr, Herman Caulder, Town Manager Town of Maiden 113 West Main Street Maiden, North Carolina 28650 Subject: Permit No, WQ0022841 Town of Maiden Clarks Creek Sewer Service Wastewater Collection System Extension Catawba County Dear Mr, Caulder: In accordance with your application received on June 24, 2003, we are forwarding herewith Permit No. WQ0022841, dated July 17, 2003, to the Town of Maiden for the construction and operation of the subject wastewater collection system extension. This permit shall be effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations as specified therein, This cover letter shall be considered a part of this permit and is therefore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. Please pay particular attention to Permit Condition 3 which requires that the wastewater collection facilities be properly operated and maintained in accordance with 15A NCAC 2H ,0227 or any individual system -wide collection system permit issued to the Permittee, Permitting of this project does not constitute an acceptance of any part of the project that does not meet 1)15A NCAC 2H .0200; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; 3) 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, Failure to comply may result in penalties in accordance with North Carolina General Statute §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. Mooresville Regional Office 919N Main Street, Mooresville, NC 28115 OENR Customer Service Center ATA RITDENR Internet httpV/h2o enr state ac usi Telephone (704) 663-1699 Fax (704) 663-6040 Telephone 1 877 623-6748 MrHerman Caulder Page 2 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 Town of Maiden for the construction and operation of approximately 4,300 linear feet of 18-inch gravity sewer; approximately 3,200 linear feet of 12-inch gravity sewer; and approximately 6,600 linear feet of 8-inch gravity sewer to serve 50 homes as part of the Clarks Creek Sewer Service project, and the discharge of 18,000 gallons per day of collected domestic wastewater into the Town of Maiden's WWTP (NPDES No. NC0039594) existing sewerage system, pursuant to the application received June 24, 2003 and in conformity with 15A NCAC 2H .0200; 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. If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right 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 matter, please contact Sonja Williams at (704) 663-1699. Sincerely, for Alan W. Klimek, P.E. cc: Catawba County Health Department Mooresville Regional Office, Water Quality Section WWTF Permit No, NC0039594) Douglas Chapman, McGill Associates, PA Water Quality Central Files NDPU Files NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES RALEIGH WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT This permit shall be effective from the date of issuance until rescinded and shall be subject to the following specified conditions and limitations: 1. This permit shall become voidable unless the wastewater collection facilities are constructed in accordance with the conditions of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (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 unless specifically mentioned herein. 2. This permit shall be effective only with respect to the nature and volume of wastes described in the application and other supporting data, 3. 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 perrnit for the operation and maintenance of these facilities as required by 15A NCAC 2H .0227. If an individual permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H .0227: a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to land or surface waters, and any contravention of the groundwater standards in 15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200. b. A map of the sewer system shall be developed prior to January 1, 2004 and shall be actively maintained. c. An operation and maintenance plan shall be 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-month period of time. f. A general observation of the entire sewer system shall be conducted at least once per year. g. Inspection and maintenance records shall be maintained for a period of at least three years. h. 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. 4. This permit shall not be 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. 5 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. 6. Upon completion of construction and prior to operation of these permitted facilities, a certification, a copy of the construction record drawings, as well as supporting design calculations for any pump stations permitted as part of this project shall be received from a North Carolina -licensed Professional Engineer certifying that the facilities have been installed in accordance with this permit; 15A NCAC 2H .0200; 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 Main adopted June 1, 2000 as applicable; and other supporting materials. If this project is to be completed in phases and partially certified, you shall retain the responsibility to track further construction approved under the same permit, and shall provide a final certificate of completion once the entire project has been completed. A copy of the construction record drawings, indicating the facilities constructed in the phase being certified, shall be submitted with each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record Drawings," and one copy of the supporting design calculations to the Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. 7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the wastewater collection facilities. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; 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. 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 10. 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 other government agencies (local, state and federal) which have jurisdiction, including but not limited to applicable river buffer rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4 and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands under 15A NCAC 26 .0200 and 15A NCAC 2H .0500. 11. Noncompliance Notification: The Permittee shall report by telephone to the Mooresville Regional Office, telephone number (704) 663-1699, as soon as possible, but in no case more than 24 hours or on the next working day, 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 failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters without treatment of all or any portion of the influent to such station or facility. Persons reporting such occurrences by telephone shall also file a written report in letter 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, Permit issued this the 17th day of July, 2003. NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION Jbr Alan W. Kk, P.E., Director Division of Water Quality By Authority of the Environmental Management Commission Permit Number WQ0022841 Fast Track Engineering Certification Permit No. WQ0022841 July 17, 2003 Complete and submit this form to the permit issuing regional office with the following: • One copy of the project record drawings (plan & profile views of sewer fines) of the wastewater collection system extension supporting design calculations (selected pumps, system curve, operating point, available storage if portable generator(s) or storage greater than longest past three year outage reliability option selected) for any pump stations permitted as part of this project • Changes to the project should be clearly identified on the record drawings or in written summary form. Permit modifications are required for any changes resulting in non-compliance with this permit, regulations or minimum design criteria, This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all required supporting documentation have been received by the Division. Therefore, it is highly recommended that this certification be sent in a manner that provides proof of receipt by the Division. ENGINEER'S CERTIFICATION (— Partial E Final as a duly registered Professional Engineer in the State of North Carolina, having been authorized to observe (© periodically, El weekly, Q full time) the construction of the Clarks Creek Sewer Service, Catawba County project for the Pemiittee 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 2H .0200, the Division of Water Quality's (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, signature, and date: SEND THIS FORM & SUPPORTING DOCUMENTATION WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS MOORESVILLE REGIONAL OFFICE 919 N. MAIN STREET MOORESVILLE NC 28115 The Permittee is responsible for tracking all partial certifications up until a final certification is received. 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. FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 1 USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number: (to be completed by DWQ) V1162.0 0 -2 2. f34 I Owner. la. Town of Maiden Full Legal Name (company, municipality, HOA, utility, etc,) lb. Herman Caulder, Town Manager O Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!) lc. The legal entity who will own this system is: 0 Individual 0 Federal Municipality 0 State/County Private Partnership El Corporation El Other (specify): CC 1d, 113 West Main St. le, Maiden Street Address City LL. if, NC State O lh. 828-428-5000 11, 828-428-5017 I— < Telephone Facsimile Q 2. Project (Facility) Information: — I CL 2a. Clarks Creek Water and Sewer Service CL Brief Project Name (permit will refer to this name) < 3. Contact Person.' <4 3a, Douglas Chapman, McGill Associates, PA 1 g 28650 1 j. Zip Code E-mail 2b. Catawba County Where Project is Located Name and Affiliation of Someone Who Can Answer Questions About this Application 3b. 828-328-2024 3c. dehaLman©mgillengineers.com Phone Number E-mail 1, Project is 1E2 New 0 Modification (of an existing permit) If Modification, Permit No,: 2. Owner is Public (skip to Item 8(3)) 0 Private (go to Item 2(a)) 2a. If private, applicant will be: 2b. If sold, facilities owned by a (must choose one El Retaining Ownership (i,e, store, church, single office, etc.) 0 Leasing units (lots, townhomes, etc, - skip to Item 8(3)) 0 Selling units (lots, townhomes, etc. - go to ltdm B(2b)) 0 Public Utility (Instruction III) 1:3 Homeowner Assoc./Developer (Instruction IV) CS 3. Town of Maiden Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project 4a. Maiden WWTP 4b. NC0039594 Name of WWTF WWTF Permit No. Ce 0 5a. Town of Maiden '5b. 18-inch gravity 5c. Information not available LL Owner of Downstream Sewer ' Receiving Sewer Size Permit Number of Downstream 6, The origin of this wastewater is (check all that apply). ai Z Residential Subdivision 0 Apartments/Condominiums El Mobile Home Park 0 School 0 Restaurant 0 Office El Car Wash E] institution Hospital 0 Church 0 Nursing Home 0 Other (specify): 7. Volume ot wastewater to be permitted in this project: 18000 gallons per day e er 100 % Domestic/Commercial % Industrial % Other (specify): 8, If the permitted flow is zero, indicate why: O Interceptor Line - Flow will be permitted is subsequent permits that connect to this line 0 Flow has already been allocated in Permit No. Ei Rehabilitation or replacement of existing sewer with no new flow expected ETA 02./03 FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 2 9, Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H .0219(1) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than that in 15A NCAC 2H ,0219(1)(1-2) must be approved prior to subrnittal of this application. Submit a separate request to the Division of Water Quality, Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 in accordance with 15A NCAC 2H ,0219(1)(3), 50 homes with 3 bedrooms at 120 gpd per bedroom 10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary) Size (inches) Length (feet) Gravity or Force Main(pull down menu) 8-inch 6600 Gravity 12-inch 3200 Gravity 18-inch 4300 Gravity uJ Gravity Gravity Gravity 0 Gravity ENTER TOTAL LINE LENGTH IN MILES 2,67 0 17, 11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary) 2 Power Reliability Option Ct Location ID Design Flow Operational Point (dual line feed, permanent generator w/ATS, 0 (as shown on plans) (MGD) GPM @ TDH portable generator wfautodialer, wet well storage) I.L. Z 12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H ,0200 as applicable? Yes 0 No If no, please reference the pertinent minimum design criteria or regulation and indicate why a variance is requested: SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS PERTINENT TO THE VARIANCE WITH YOUR APPLICATION 13, Have the following permits/certifications been submitted for approval? Wetland/Stream Crossings - General Permit or 401 Certification? 0 Yes 0 No N/A Sedimentation and Erosion Control Plan? El Yes No El N/A Stormwater? D Yes EI No N/A ETA 02/03 FA.ST-TRACK APPLICATION for GRA%ITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3 z co z d .1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02103 (FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality regional office (see instructions for addresses) OR indicate the following: El A Watershed Classification is not needed because all parts of the project are at least 100 feet away from any down slope waterbody; AND, Ei A Watershed Classification is not needed because the design does not depend on wet well storage as a power reliability option for any pump station near a Class C down slope waterbody, Location ID Name of Waterbody Stream Waterbody on Map Waterbody County River Basin Index Classification N3530-W8107,5 Clark Creek Catawba Catawba 11-129-5-(0,3) N3530-W8107.5 Bills Branch Catawba Catawba 11-129-5-5 Submit the 8,5" x 11" topographic map as required in Instruction VI regardless of whether a classification is provided! 1. Applicant's Certification: I attest that this application for Clarks Creek Water and Sewer Service 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. Note: In accordance with North Carolina General Statutes 143-215,6A and 143-215,5B, any person who knowingly makes any false statement, representation, or certification in any application shall be guilty pica Class 2 misdemeanor which may include a fine not to exceed $10,000 as well a4 civil pena s up to $25,000 per violation, la. Signing Officil Signature 2, Professional Engineer's Certification: Date I attest that this application for Clarks Creek Water and Sewer Service has been reviewed by me and is accurate, complete and consistent with the information in the engineering plans, 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 adopted February 12, 1996,.and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance, Although certain portions of this submittalpackage may have been developed by other professionals, 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 NC General Statutes 143-215,6A and 143-215,68, any person who knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine hot to exceed S10,000 as well as civil penalties up to $25,000 per violation, 2a, Douglas G. Chapman Professional Engineer Name 2b. McGill Associates, PA Engineering Firm 2c. 1236 19' Street Lane NW Address 2d. Hickory City 2e, NC State 2g. 828-328-2024 2h. 828-328-3870 2i. Telephone Facsimile E-mail Seal, Sg'ature & Date FTA 02/03 UNITED STATES DEPARTMENT OF THE INTERIOR GEOLOGICAL SURVEY 81'15' 35* 3730" 3'42°°°' ,"910 1 !°— 478Q0O, E Sh R9.90 Tower ° J 4 '79 9/9/.999„,98, 2 3 98 !„0 9.908ge D.99csai 0 /9\ 1,91,4 /8 07017/03 Town of Maiden Dates/Events Scheduled Clog Issue App Received Draft Initiated Issuance 06/24/03 Regulated Activiti Subdivision Outf Waterbody Narne Pertnit Number WQ002284 Program Category Non -discharge Permit Tracking Slip Status In review Project Type New Project Permit Type Version Permit Classification Gravity Sewer Extension, Pump Stations, Pressure Sewer Extensions Primary Reviewer sonja.williarns Permitted Flow 18000 Facility Facility Name Clarks Creek Sewer Service Location Address Owner Individual Permit Contact Affiliation Majorf Minor Region Mooresville County Catawba Facility Contact Affiliation Owner Name Owner Type Government - Municipal Owner Affiliation Herman Cauider 113 West Main Street Maiden NC 286S0 Public Notice Issue Stn a index Number Effective Expiration Requested/Receivd Events Additional information requested Additional information received Current Class Subbasin TO TRE ORDER OF N.C. DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY 117 MAIL SERVICE CENTER RALEIN NE 27699' 0 m CNN P+6.5BEEN $400.00 Michael F, Easley, Governor WJIII'iar n G. Ross Jr,, Secretary North Carolina Department of Environ aent and Natural Resources Coleen Sullins, Director Division of Water Quality July 7, 2008 Town of Maiden 113 W. Main Street Maiden, forth Carolina 28650 SUBJECT: Clarks Creek Sewer Service Permit No. WQ0022841 Wastewater Collection System Extension Final. Engineering Certification Dear Permitte The Division received a final engineering certification for the subject project on June 6, 2008. A full review of the certification materials may or may not be conducted. It is assumed that receipt of this certification indicates compliance with all regulations, design criteria and the permit. Please be reminded that the Pernnittee is responsible for keeping a copy of the final record drawings for the life of the project, if you have nol received a copy, please contact your consultant immediately to obtain a copy. You are receiving this letter because the Division has you listed as the responsible party. If this permitted system is no longer owned by you, please complete Form PNOCF-S as this permit is not automatically transferable, Form PNOCF-S can be downloaded from c„enr.state,nc.us/hdpi,_ state,nc.us/hd^� Luc s h'ewer. v"okut I"la ,,e al questions concerning this document ar the completion of Form PktC C:F-S {if necr ssa ), please contact Ms, Dee Browder at the letterhead address or via E-ri at dee.browdeail.net, tly, obert Krebs G. e Enclosure Ca n Regions Supervisor Pleased copy to Engineer fens l r'h i n ;age only) bCaro1ii rra// Pretreatment, Emergency Response and Collodion Systems Unit Internet httpalh?o.enrnc.state.uslndpu 16'17 Mail Service Center, R.aielgh, NC 27699-1J17 ,An Equal Opportunity Action Employer Telephone (919) 733-5083 Fax (919) 733-0059 b0°b recycAed/10% post -consumer paper Fast Track Engineering Certification Permit No. WQ0022841 July 17, 2003 Complete and submit this form to the permit issuing regional office with the following: • One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection system extension • supporting design calculations (selected pumps, system curve, operating point, available storage if portable generator(s) or storage greater than longest past three year outage reliability option selected) for any pump stations permitted as part of this project • Changes to the project should be clearly identified on the record drawings or in written summary form. Permit modifications are required for any changes resulting in non-compliance with this permit, regulations or minimum design criteria, This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all required supporting documentation have been received by the Division, Therefore, it Is highly recommended that this certification be sent in a manner that provides proof of receipt by the Division. ENGINEER'S CERTIFICATION El Partial Final 1, -1)0 Ar5 Ci-lAPAW, as a duly registered Professional Engineer in the State of North Carolina, having been authorized to observe ( periodically,11 weekly, E] full time) the construction of the Clarks Creek Sewer Service, Catawba County project for the 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 2H .0200; the Division of Water Quality's (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, signature, and date: SEND THIS FORM & SUPPORTING DOCUMENTATION WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS MOORESVILLE REGIONAL OFFICE 919 N. MAIN STREET MOORESVILLE NC 28115 The Permittee is responsible for tracking all partial certifications up until a final certification is received. 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, June 5, 2008 Mr, Michael Parker NCDENR — Division of Water Quality Surface Water Protection 610 East Center Avenue Mooresville, North Carolina 28115 Dear Mr. Parker: NC DEN? MRO a-flitace Water Protection RE: FAST TRACK ENGINEERING CERTIFICATION Clarks Creek Water and Sewer Service Permit No.: WQ0022841 Town of Maiden, North Carolina Please find enclosed one (1) copy of the Fast Track Engineering Certification and one (1) copy of Record Drawings for the above referenced project. The wastewater improvements have beenconstructed in substantial compliance with the approved engineering plans and speci.tications. Should you have any questions, please do not hesitate to contact Inc at 828-328-2024. MP:mp Enclosures H1/2911 MaidenC Creek Sincerely, McGill,. ASSOCIATES, P.A. MICHAEL PA -TON BG-C esponde wate -ertific:ati( Engineering a nil inL, i a 11 C C ihr6iil / i..46 2M503 * ,S'1„1,,mo ; Vav