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WQ0023574_Regional Office Historical File Pre 2018
Michael F. Easley, Governor William G„ Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W, Kkmek, P.E. Director Division of Water Quality Coleen H. Sullins, Deputy Director Division of Water Quality Mr. Lloyd Beasley, Jr., City Manager City of Conover P.O. Box 549 Conover, North Carolina 28613 February 9, 2004 Subject: Permit No. WQ0023574 City of Conover Checkers Site Wastewater Collection System Extension Catawba County, North Carolina Dear Mr, Beasley: In accordance with your application received on January 13, 2004, and additional information received on February 6, 2004, we are forwarding herewith Permit No. WQ0023574, dated February 9, 2004, to the City of Conover 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 This permit shall be effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations as specified therein.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 Perrnittee. Permitting of this project does not constitute art 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. 4_70,4 FrITDENR Mooresville Regional Office Internet http://h2o.enrstate,nc,usi 919 N, Main Street, Mooresville, NC 28115 Telephone (704) 663-1699 Fax (704) 663-6040 DENR Customer Service Center Telephone 1 877 623-6748 Mr. Lloyd Beasley, Jr. Page 2 February 9, 2004 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 City of Conover for the construction and operation of approximately 113 linear feet of 8- inch gravity sewer to serve a restaurant as part of the Checkers Site project, and the discharge of 200 gallons per day of collected domestic wastewater into the City of Newton's Clark Creek WWTP (NPDES No. NC0036196) existing sewerage system, pursuant to the application received January 13, 2004, 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. This permit shall become voidable unless the agreement between the City of Conover and the City of Newton for collection and final treatment of wastewater is in full force and effect. 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. Sincere y, fl for Alan VV. Klimek, P.E. cc: Catawba County Health Department Mooresville Regional Office, Water Quality Section (WWTF Permit No. NC0036196) William Wingate, III, W. K. Dickson & Co., Inc. 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 permit 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 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-lic,ensed 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 facilities. 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 28 .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 2B .0200 and 15A NCAC 2H .0500. 2 11. Noncompliance Notification: The Permittee shall verbally report to a Division of Water Quality employee at 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. Voice mail messages or faxed information is permissible, but 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 spill report by completing Part I of Form CS-SSO (or the most current Division approved form), within five days following first knowledge of the occurrence. This report shall outline the actions taken or proposed 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. Permit issued this the 9th day of February, 2004. NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION 7 D. for Alan W. Klimek, Director Division of Water Quality By Authority of the Environmental Management Commission Permit Number WQ0023574 Fast Track EngineeringEnqineerinqCertification Permit No. W00023574 February 9, 2004 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 col ection 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 Engineers 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 ID Partial 0 Final , as a duly registered Professional Engineer in the State of North Carolina, having been authorized to observe (0 periodically, El weekly, D full time) the construction of the Checkers Site, 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, K APPLkCA'Fl8NJmFG&&Vl�A'6EWER5,PUMP S"UAT[0NS.AND FORCE MAINS P/ . USE THE TAB KEY TO MOVE FROM FIELD TQFIELD! r Owner 1a. CITY OF Full Legal Name (company'municipality, HOA.utility, etc. Application Number: lb ll{TY[DB.BEA8LEY,JR.,CITY MANAGER Signing Official Narne and Title (Please review 15A NCAC 2H,0206(b) for authorized signing officials!) - 1c The legal entity who will own this system is: D Individual El Federal 21 Municipality F1 State/County F Private Partnership [I Corporation D Other (specify): LL 1d, POST DFF|C1E{�} B 0St�otAddncso Z If, NORTH_C4ROL|MA__ State 1h. 628-464-1191 1i , Telephone Facsimile 2, Project (Facility) Information: le. CONOVER City . 28613� Zip Code | 2a. Checkers Site 2h. CATAWBA 0� Brief Project Name (permit will refer oathis name) County Where Project is 3, Contact Person - 3a. Sh�dVVVV�|�nro VVKOiohoon � Name and Affiliation ofSomeone Who Can Answer Questions About this Application 3b 82832 ��� �om Phone Number E-mail ' ----------------------------------- '------ '-- --- - - _ '__-_-__--J 1 Project ioZNew [] Modification (of onexisting permit) |fModification, Permit Mo�� ! 2, Owner is Z Public (smo*»ftc/n8�V) El Private (go t«ftn� 2(*) 2a, If private, applicant will be: 2b, If sold, facilities owned by a tmust choose o-n-e) Retaining Ownership Ve.store, church, single office, etcJmv LJLeasing units <lots.townhvmea.etc. - skip /oItem G(3)> LjSelling unfts(lo*.tmwnhnmen.etc. 'gprmItem B(2t)) | LJ Public Utility (instruction |x) ' 0 Homeowner Assoc./Devefoper (Instruction IV) o JChY Owner ofWastewater Treatment Facility (VVVVTr)Treating Wastewater From This Project | ' / | 1 4a, CLARKS�REEK��Tf 4b�NCQO�G�Q0 | � _ � Name ofVVVVTF W4WTFPvnn�No ' 5o, CITY b� 6~ c Not known | ���� OwnerofDownstream Sewer ' Roco�in8Sewer Size | Permit Number n[Downstream Sewer ()fknown) - --' - --'-----------'--'^---------------~ ---------------------- '—' 6. The origin of this wastewater is (check ail that apply): El Residential Subdivision Apa^nnentsXCondam|niumo El Mobile Home Park El Sohmu| HHaotourant F1 Office [] Car Wash Institution LJHoupite| El Church LJNursing Home Other (specify), 7. Volume of wastewater to be permitted in this project: 200 gallons per day '100 % Domestic/Commercial Y&Industrial _ 96Other (upmnUy): � O !fthe permitted flow iszero, indicate why� i L]Interceptor Line Flow will hepenn4tedmsubsequent permits that connect tothis line \ LJ Flow has already been allocated inPermit No. | [] Rehabilitation or replacement ofexisting sewer with no new flow expected APPLICATION for GRAVITY S 'E. S, PUMP STATIONS, AND FORCE MAINS PA E 4 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(I)(1-2) must be approved prior to submittal 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(I)(3). 8 EMPLOYEES x 25 GPD/E YEE = 200 GALLONS PER DAY 10. Summary of Sewer Lines to be Permitted Size (inches) 8 0 a ch additional sheets if necessary) Length (feet) Gravity or Force Main (pull down menu) 113 Gravity Gravity Gravity Gravity Gravity Gravity Gravity ENTER TOTAL LINE LENGTH IN MILES J 2- 0 Summary of Pump Stations to be Permitted (attach additional sheets as necessary) Location ID Design Flow 0 (as shown on plans) (MGD) z N/A Operational Point GPM @ TDH Power Reliability Option (dual line feed, permanent generator wlATS, portable generator w/telemetry, wet well storage) 2, 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 ❑ 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' IS Have the following permits/certifications been submitted for approval? Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No ® N/A Sedimentation and Erosion Control Plan? E Yes ❑ No ❑ N/A Stormwater? ❑ Yes ❑ No El N/A 02f03 APP \ :AVERS, PUMP STATIONS, AND FORCE :NI, NS PAGE C. STREAM 1, Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03 (FAST -TRACK SEWER SYSTEMS) to collect and record the stream classification data below (attach additional s.heets necessary). This document is available from our web site or by contacting the appropriate Division of V,Iater Duality' regional office (see instructions for addresses) OR indicate the following. A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down sioph waterbody AND Ej'(" A Steam Classification is not needed because the des gn 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 Submit the 8.5" x 11" topographic map as required in Instruction VI regardless of whether a classification is provided! 1. Applicants Certification: 1 a 1, Lloyd B. Beasley, Jr, City Manager; attest that this application for Checker's Site has been reviewed by me and is accurate and complete to the best of my knowledge.. understand that if all f Ted parts of this application are not completed and that if all required supporting documentation and atlachinents are not included, this application package is subject to being returned as incomplete, Nole In accordance with Noah C,:d(olind General Statutes 143-215.6A and 143-215.68, any person who ,knowingly makes any false statement, representatiofl. dr certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed S70,000 as well as civil penalties up to $25,000 per violation. Signing 0ffiiat Signature 2, Professional Engineer's Certification ‘') Date I attest that this application for Checkers Site has been reviewed by me uid sact,,4a ate. complete and consistent with the information in The engineering plans, calculations,. and alt other supporting documentatiori to the best of my knowledge„ 1 further attest that td the best of my knowledge the proposed design has boon 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 Pomp Stations and Force Mains adopted „kirk) 1, 2000 and the watershed classification in accordance with Division guidance, Although certain portior)s of this .inbinittdi package may have been developed by other professionals, inclusion of these materials under my signature and signifies that I have reviewed this material and have judged it to be consistent with the proposed design. Note: accordance with NC General Statutes 143-215,6A. and 143-215.6B, any person who knowingly makes any false. statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may inciude d ffie not to exceed $10,000 as well as civil penalties up to $25,000 per violation. 2a, WILL/AM G WINGATE, III, P.E. Professional Engineer Name 2O. W K. DICKSON & CO , INC Engineering Firm 2c. 231 16Th' AVENUE NE Address 2d HICKORY 2e, NC 2f. 28601 City State Zip 2g. 828-327-6911 2h, 828-327-9164 2i twingategiwkdickson.com Telephone Facsimile L mail Seal. SIgnatufe 5 Date A D Permit Number Q0023574 Pe it Tracking Slip 02/09/04 Program Category Non -discharge Fast Track Permit Type Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions Primary Reviewer sorta.vvilliams Permitted Flow 200 Facility Status In review Version Protect Type New Project Permit Classification individual Remit Contact Affiliation Facility Name Checkers Site Location Address Owner Major/nor Minor Renton Mooresville County Catawba Facility Contact Affiliation ner Name City of Conover Dates/Events Orig. issue App Received 01/13/04 Regulated Activities Restaurant Wastewater collection Dutton NULL Waterbody Name Owner Type Government - Municipal Owner Afflhlatlon Lloyd Bees ey Post Office Box 549 Conover NC 26613 Scheduled Draft Initiated issuance Public Notice Issue Effective Expiration Requested/Received Events Stream Index Number Additional information requested 01/21/04 Additional information received 02/06/04 Current Class Subbasin dan Ir, 200,1 6 6 -3G7r631 © © 2 5 9 2 AMOUNT $4.00.00 44.k A. Akk HAY EAT UpES ON THIS DOCUMENT INCLUDE or,I SireeI, >Vu1T4`. 28(1101 Hmi IL((l and U0%100 WLIARrs NCI)ENP TO THE 0130ER OF hdgmic,; :;1'rlft l�[;Vh;Et�W'N111°;t1 wi- IGNATUNE LINE, BLEED TNIE0Ut N NLFMBErnNa A TI UE WATER IAfN AND VISIBLE. Bank of Grande Y IICICOFV orr GE rlGrcr,Prv_ NC 11100259211' 1:053Lo36371: 644005 40E',Zti 021, 05/2604 14: 22 8294645299 CONOVER PUBLIC WORKS PAGE 01 January 23, 2004 M±Jii y Clark City of Conover P,f) 549 Conover, NC 28613 RECEIVED JAN 2 8 2004 BO. Box 550 * Newton, NC 28858 • (828) 465.7460 * Fax (828) 4654464 Proposed Checkers Restaurant Comer of Hwy 64/70 and Boundary Street Conover, NC Mr. Clark: PUBLIC WORKS AND UTILITIES DEPARTMENT This letter is to confitin that the Clark Creek Wastewater Treatment Facility has the ess and capacity to treat the anticipated 200 gallons per day of wastewater generated by the proposed Checkers Restaurant. The NPD p- it n bet for this facility is NC036196. Should you have any questions, please feel free to contact me at (828) 695-4289 or mwilsonexnail„chnewtorrnc.us. Very Truly Yours, Martin D, Wilson Director of Public Works and Utilities City of N on K DICK ON December 9, 2003 N . . Deep Health. anc_ Division of 919 No 1\1oorewill , North C- RE: Checkers Site Conover, North Carolina WKD No. 30490.00.HI Gel tderTOer1: Enclosed you will find a Fast Track A $400 00 t appurtelndr or they suhi Please do not hesita W. K. Dickson & Co., Inc. ion yd f3. Beasley idle dl:)l")rf)X n ate IF1 t 2'/0 )3d you have any fines er JAN 1 3 2004 s NC GEPI.: i d'I °WENttT AND NATURAL RfE MOORESVILt tC IAIO i CE FE062004 A Nerth e,. ,: e A Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, PE, Director Division of Water Quality Coleen H. Sullins, Deputy Director Division of Water Quality CERTIFIED MAIL RETURN RECEIPT REQUESTED Lloyd Beasley, Jr., City Manager City of Conover P.O. Box 549 Conover, North Carolina 28613 January 21, 2004 Subject; Return of Permit Application Package Checkers Site Project Wastewater Collection System Extension Catawba County, North Carolina Dear Mr. Beasley: The Division of Water Quality's Mooresville Regional Office is unable to accept the enclosed application package (including fee) for review for the following reasons: / A copy of the application form was not included in the application package as is required by Instruction I of the application form, Two copies of the flow acceptance letter was not included in the application package as is required by Instruction V of the application forrn. Note: Intergovernmental agreements or other contracts will not be accepted in lieu of a project - specific flow acceptance letter, '7 A map (with site location) was not included in the application package as is required VI. and Item C of the application form. Please note that the items listed above must be included prior to resubmitting the permit application package (with fee) for approval. Your application is being returned as incomplete in accordance with 15A NCAC 2H .0208. The success of the fast -track approval process depends upon the receipt of complete and accurate applications. Please make the appropriate corrections and resubmit the application. The review process will then begin upon receipt of the completed application. Please be advised that construction and/or operation of wastewater collection system extension without a valid permit is a violation of North Carolina General Statute 143-215.1 and may subject the Applicant to appropriate enforcement actions in accordance with North Carolina General Statute 143- 215,6. Civil penalties of up to $25,000 per day per violation may be assessed for failure to secure a permit required by North Carolina General Statute 143-215.1. Mooresville Regional Office 919 N. Main Street, Mooresville, NC 28115 DENR Customer Service Center An Equal Opportunity Action Employer Internet http:11h2o.enr.state.nc.us/ Telephone (704) 663-1699 Fax (704) 663-6040 Telephone 1 BOO 623-7748 50% recycled/10% post -consumer paper y n 17 l715ENR . Lloyd Beasley Checkers Site Project January 21, 2004 Page 2 If you should have any questionding the acceptance of your applic flan, please do not hesitate to contact me at (704) -ta Thank you for your cooperation, Enclosures (Application Check No. 002592) Sincerely, Sonja ,ll� Consultant s William in at , ilk VV.K. Dickson & Co., Inc. (no enclosure FT Application return file