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WQ0031944_Regional Office Historical File Pre 2018
NAr QG r r_ Mr. James Justice, Town Manager 413 North Main Street Mooresville, NC 28115 Dear Mr. Justice, Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Coleen H. Sullins, Director Division of Water Quality July 13, 2007 Subject: Permit No. WQ0031944 Byers Creek Residential Town of Mooresville Wastewater Collection System Extension Iredell County, North Carolina In accordance with your application received on June 27, 2007, we are forwarding herewith Permit No. WQ0031944, dated July 13, 2007, to the Town of Mooresville 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 This permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions and limitations as specified therein.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 2T .0403 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 2T; 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. No Carolina Mooresville Regional Office 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: (704) 663-1699 Fax: (704) 663-6040 Internet: www.ncmwaterquality.org Customer Service: 1-877-623-6748 An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper Mr. Justice Page 2 July 13, 2007 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 Mooresville for the construction and operation of approximately 9,609 linear feet of 8-inch gravity sewer and the discharge of 0 gallons per day of domestic wastewater into the Town of Mooresville existing sewerage system, pursuant to the application received June 27, 2007 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. The sewage and wastewater collected by this system shall be treated in the Town of Mooresville Rocky River WWTP (NPDES Permit No. NC0046728) prior to being discharged into the receiving stream. 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 Dee Browder at (704) 663-1699. Sincerely, 2fre''e-47G=*e for Coleen H. Sullins cc: Mooresville Regional Office, Collection System Permit Files Bryan Metzler, Turnbull-Sigmon Design Surface Water Protection Central Files Tom Asenzo, PERCS 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 2T; 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 2T .0403. If an individual permit is not required, the' following performance criteria shall be met as provided in 15A NCAC 2T .0403: 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 !east 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 §143-215.1 C. 1 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. Per 15A NCAC 2T .0116, 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. 7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the wastewater collection facilities. 8. 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. 9. 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 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 2B .0200 and 15A NCAC 2H .0500. 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. 2 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 13th day of July 2007. NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION for Coleen H. Sullins, Director Division of Water Quality By Authority of the Environmental Management Commission Permit Number WQ0031944 3 Fast Track Engineering Certification Permit No. WQ0031944 July13, 2007 Owner/WW TP/WQCS James Justice Town of Mooresville 413 North Main Street Mooresville, NC 28115. 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 ❑ Partial ❑ Final , as a duly registered Professional Engineer in the State of North Carolina, having been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of Byers Creek Residential, an Iredell 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 2T; 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 SURFACE WATER PROTECTION 610 EAST CENTER AVENUE, SUITE 301 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. rTRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAIN la, USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number: (to be completed by DWQ) Owner: Town o Full Legal Name (company, municipality, HOA, utility, etc.) 03 1 b. James E. Justice Town Manaamer �.. 0 Signing Official Name and Title (Please review 15A NCAC 2H .{t2t 6(b) for authorized signing officials!) 1c. The legal entity who will own this system is. 0 Individual 0 Federal ® Municipality 0 State/County 0 Private Partnership [j Corporation 0 Other (specify): Z PAGE 3 ld. 0 1h. 413 North Main Street Street Address le. Mooresville City NC 1g, 28115 State 704-662-8472 Telephone 1 i. 704-662-7039 Facsimile 2. Project (Facility) Information: 2a, Byers Creek Residential Brief Project Name (permit will r 3, Contact Person: this name) Zip Code 2b. Iredell County here Project is Located 3a, Andre L. Lennon_, El. Turnbull Sigmon Design, PA Name and Affiliation of Someone Who Can Answer uesticns About this Application 3b, 704-529-6500 Phone Number 1. Project is El New 0 Modification (of an existing permit) 3c, alennon@turnbufIsi mOrl^C E-mail If Modification, Permit No.: For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another phase, changing line size/length, etc.). Only include the modified information in this permit application - do not duplicate project information in B(7) and B(10-11) that has already been included in the original permit. 2. owner is �Public (skip to item B(3)) 0 Private (go to Item 2(a)) 2a. If private, applicant will be: 2b. If sold, facilities owned by a (must choose 0 Retaining Ownership (i.e. store, church, single office, etc.) or 0 Leasing units (lots, townhomes, etc. - skip to Item B(3)) Selling units (lots, townhomes, etc. - go to !tern B(2b)) Town of Mooresv Owner of Wastewater Treatment Facility (WWTF) Treating 4a. Rocky River Wastewater Treatment Plant 4b, NC0046728 WVVTF Permit No. [] Public Utility (Instruction HI) Homeowner Assoc./Developer (Instruction IV) Name of WWTF Mooresville Owner of Downstream Sewer tewater Frorri This Project 8-inch 5c, WQ003028 Receiving Sewer Size ' Permit Number of Downstream Sewer (if known) 6, The origin of this wastewater is (check all that apply): 0 Car Wash 0 Institution 0 Hospital 0 Church © Nursing Horne 0 Other (specify). Residential Subdivision 0 Apartments/Condominiums 0 Mobile Home Park 0 School 0 Restaurant Office 7 Volume of wastewater to be permitted in this project: Q gallons per day If the permitted flow is zero, indicate why: 0 Interceptor Line - Flow will be permitted is subsequent permits Flow has already been allocated in Pernitt No. WQ0036328 0 Rehabilitation or replacement of existing sewer with no new flow expected 100 % Domestic/Comrnercial % Industrial % Other (specify): connect to this line FTA tt2/03 - Rev. 1 06/03 ppr FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE4 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 Tine 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 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(1)(3). N/A, Flow has already been permitted 10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary) Size (inches) Length (feet) 8-inch Gravity or Force Main (use the pull down menu) 9,609 Gravity ENTER TOTAL LINE LENGTH IN MILES. 1.82 O I11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary) 2 Location ID Power Reliability Option ee (self chosen - as shown on Design Flow Operational Point (1- dual line feed; 2- permanent generator wWATS; 3- 0 plans for cross-reference) (MGD) GPM @ TDH portable generator wltelemetry; 4-wet well storage) ILL Z ce t � t � O. m 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 ❑ 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? WetiandlStream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No El N/A Sedimentation and Erosion Control Plan? ® Yes ❑ No 0 N/A Stormwater? ® Yes ❑ No ❑ N/A FTA 02/03 - Rev. 1 06/03 VAST -TRACK APPL ATION for GRAVITY SEWERS ONS, AN E FORCE 11!fA.INS PAGE 5 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 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: Q LLJ A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope waterbody AND, 0 El A Stream 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 on Map (self chosen - as shown on Wrap for cross-reference} Name of Waterbody Stream Waterbody Waterbody County River Basin Index Classification Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI regardless of whether a classification is provided! Applicants Certification: t, James E. Justice, attest that this applicatiion for Byers Creek Residential has been reviewed by me and is accurate and complete to the best of my knowledge, l understand that if all required pacts of this application are not completed and that if all required supporting documentation and attachments are not Included„ this applicatiion package is subject to being returned as incomplete. Note; In accordance with North Carolina 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 .include a fine not to exceed $10,000 as well as civil penalties up to $25,9QO per violation. Signing 1 igilatu Profe> iota f Engineer's Certifcatior? :hat this application for Byers Creek Residential. has been reviewed by me and is accurate, ceamplete and consistent with the information in the engineering plans, calculations, and all other supportiing documentation to the best of my knowledge. t 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-Treck 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 submittal package may have been developed by other professionals, inclusion of these materials under my signature and seal signifies that t have reviewed this material and have judged it to be consistent with the proposed design. Note: In accordance with NC General Statutes 143-2156A and 143-215,68, any person who knowingly makes any false tatement, representation, or certification in any application shell be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation; 2a. Bryan Metzler, P.E. Professional Engineer Name 2b, Turnbull--Sigmon Design, P.A. Engineering Firm 2c. 1001 Morehead Square Drive, Suite 530 Address 2d. Charlotte City 2g. 704-529-6500 Telephone 2h. 704-522-0882 Facsimile 2e. NC 2f.. 28203 State Zip 2i. bmetzler@turnbullsigmon.corn E-mail Seat, Signature & Date A 02/03 - Rev. JUN 7 °`' State of North Carolina Department of Environment and Natural Resources Division of Water Quality Flow Tracking/Acceptance for Sewer Extension Permit Applications (FTSE -05/07) Project Applicant Name: To Project Name for which flow is being refit Amount of flow requested for this project. frioore5vi 11t� sted: h ers C;ree . perrni no, I. Complete this section only if you are the owner of the wastewater treatment plant. WWTP Facility Name: Rocky River WWTP WWTP Facility Permit #: NC0046728 WWTP facility's permitted flow 5,200,000 gpd WWTP facility's actual flow 2 919, 2S1 Obligated flow not yet tributary to the WWTP Total actual and obligated flows to the facility Total flow for this specific request Remaining capacity = [Permitted flow -(total actual + obligated + requested)] 1, 98r(050 9Z9 9 Dco II. Complete this section for each pump station you are responsible for along the route of t proposed wastewater flaw. List pump station stations located between the project connection point and the WWTP Pump Station Name Capacity Pm a ligatcd flow = permits + flow acccptan and thus is tcluded in the s tracking arn„ For pulses of this application., the flow for this permit. has been. removed from al ble counted ie Town's teking system. 'Bowl. .king III. Certification Statement: I, „ �� certify that the addition of the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving wastewater treatment facility and that the flow from this project will not cause any capacity related sanitary sewer overflows or overburden any downstream pump station en route to the receiving treatment plant. This certification applies to those items listed above in Sections 1 and II for which I am the responsible party. Signature of this form indicates acceptance of this wastewater flow. Si t t (fi /i l Signar �9 C;AROL.INA 1 C, A R O b N .AA L \K NOFRMAN NOF`11_ .AflRAN�1 NORTH CaAROI..m.%N, E° SERIES (TOPOGRAPHIC) Pun, p,irsp Permit Number WQ0037944 Central Files: APS SWP 07/13/07 Permit Tracking Slip Program Category Status Project Type Non -discharge Active New Project Permit Type Fast Track Version Permit Classification Gravity Sewer Extension, Pump Stations, & Pressure Sewer 1.00 Individual Extensions Primary Reviewer Permit Contact Affiliation dee.browder Permitted Flow 0 Facility Facility Name Byers Creek Residential Location Address Owner Major/Minor Region Minor Mooresville County Iredell Facility Contact Affiliation Owner Name Owner Type Town of Mooresville Government - Municipal Dates/Events Orig Issue App Received Draft Initiated 07/13/07 06/27/07 Regulated Activities Subdivision Wastewater collection Outfall NULL Scheduled Issuance Owner Affiliation James Justice PO Box 878 Mooresville NC 281150878 Public Notice Issue Effective 07/13/07 07/13/07 Re stew d Ev n s Additional information requested Additional information received Expiration Waterbody Name Stream Index Number Current Class Subbasin TO: Attn:. Dee Browder :Mooresville Regional Office Surface Water Protection 610 East Center Avenue, Suite 301 Mooresville, NC 28115 TEL: DATE: REFERENCE: 704-663-1699 March 26, 2008 05-151 — Byers Creek Phase 1 TRANSMITTED VIA: Q COURIER 0 MAIL OVERNIGHT 0 BY HAND ACTION: (' OR APPROVAL D FOR YOUR USE 0 AS REQUESTED 0 FOR REVIEW AND COMMENT 0 APPROVED AS SUBMITTED © APPROVED AS NOTED O RETURNED FOR CORRECTIONS E ARE SENDING: ATTACHED © UNDER SEPARA a E COVER TEM DATE DESCRIPTION 3/26/08 Sanitary sewer as-builts, En neer's "Partial" Certification anon COMMENTS: Attached you will find, a CD with pdf files, of our Engineer's Partial. Certification, and As -built Survey for the gravity sewer system constructed under the permit WQ0031944 Dated July 13, 2007. Please let me know if there is further information required for partial approval of this system. Thank you, Chip Fuquay, C/A Land 10o1 Morehead Square Drn .Phorree:70r4-529-650re) De sisdapmen! tr3ey' it Fuss 704.-522--08 2 Design Services :hrtrd C 2t turnhut/signumcom TRANSMITTAL Fast Track Engineering Certification Permit No. WQ0031944 July13, 2007 Owner, iW PIWQCS James Justice Town of Mooresville 413 North Main. Street Mooresville, NC 28115. 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 o 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.resultinq 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 b;Isee sent in a manner that provides proof of receipt by the Division. Lat.• Co). it t f bi- �� ti z,1 — L42.} ENGINEER'S CERTIFICATION t44, 4iss'%- t100, evv)-tcra, XPartiat ❑Final 1, , as a duly re istered Professional Engineer in the State of North Carolina, having been authorized to observe (El periodically, weekly, ❑ full time) the construction of Byers Creek Residential, an Iredell 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 builtwithin substantial compliance of this permit; 15A NCAC 2T; 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 acfopled"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 SURFACE WATER PROTECTION 610 EAST CENTER AVENUE, SUITE • 301 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 Perrnittee to appropriate enforcement actions. Fast Track Engineering Certification Permit No. WQ0031944 July13, 2007 OwnerANWTPIWQCS James Justice Town of Mooresville 413 North Main Street Mooresville, NC 28115. Complete and submit this form to the permit issuing regional office with the following: o One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection system extension o 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 o 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 ❑x Partial ❑ Final Phase 1 Map 6: Lots 105-110 291.84' of 8" PVC SS I, Bryan C. Metzler , as a duly registered Professional Engineer in the State of North Carolina, having been authorized to observe (® periodically, ❑ weekly, ❑ full time) the construction of Byers Creek Residential, an Iredell 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 2T; 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: •b o•� r • Q • if7•V C. \ Y %•‘4 SEND THIS FORM & SUPPORTING DOCUMENTATION WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS MOORESVILLE REGIONAL OFFICE SURFACE WATER PROTECTION 610 EAST CENTER AVENUE, SUITE 301 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. o MER CK too &, COMPANY To: Dee Browder Mooresville Regional Office Surface Water Protection 610 East Center Ave, Suite 301 Mooresville, NC 28115 TRANSMITTAL Date: 08-13-2012 Document: Byers Creek Phase 1 Map 6 As-Builts Ref.: Job #: 6880 Sent 'Via: FedEx Quantity Description 2 Byers Creek Phase 1 Map 6 As-Builts 1 Sanitary Sewer Certifications Remark: Attached for your review and records are the As-Builts and certifications for Phase I Map 6 of Byers Creek. Thanks. Respectfully submitted, Merrick & Company By: Merrick & Company Received by Date: Time: Merrick & Company — Charlotte 1001 Morehead Square Drive Charlotte, NC 28203 704-529-6500