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WQ0033637_Regional Office Historical File Pre 2018
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 December 18, 2008 Mr. Stephen A. Gilbert, Director of Public Utilities Lincoln County 115 West Main Street Lincolnton, NC 28092 Subject: Permit No. WQ0033637 North Lincoln County Industrial Park Wastewater Collection System Lincoln County, North Carolina Dear Mr. Gilbert, In accordance with your complete application received on December 8, 2008, we are forwarding herewith Permit No. WQ0033637, dated December 18, 2008, to North Lincoln County Industrial Park 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 This permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions and limitations as specified therein.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. This permit allow construction of line associated with the permitted flow only. 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. NorthCarolina Naturally Mooresville Regional Office 610 East Center Ave., Suite 301 Mooresville, NC 28115 Internet: www.ncmwaterquality,org Customer Service: 1-877-623-6748 An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper Phone: (704) 663-1699 Fax: (704) 663-6040 Mr. Gilbert Page 2 December 18, 2008 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 for the construction and operation of approximately 4,000 linear feet of 8-inch gravity sewer and the discharge of 12,500 gallons per day of collected domestic wastewater 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 City of Lincolnton WWTP (NPDES No. NC0025496) prior to being discharged into the receiving stream. Assessing subsequent impacts to the downstream collection system and treatment facility is the complete responsibility of the City of Lincolnton. Lincolnton must utilize whatever tracking tools necessary for planning additions of sewer flow in order to maintain compliance with the WWTP permitted limits and the WQCS00040 permit requirements. 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, for Coleen H. Sullins cc: Mooresville Regional Office, Collection Systems Permit Files Mansour Edlin, Mansour Edlin Consulting Stephen Peeler, City of Lincolnton Surface Water Protection Central Files 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). Pumpstations 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. 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 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. 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 18th day of December, 2008. NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION for Coleen H. Sullins, Director Division of Water Quality By Authority of the Environmental Management Commission Permit Number WQ0033637 3 Fast Track Engineering Permit No. WQ0033637 December 18, 2008 Owner Stephen Gilbert, Dir. of PU Lincoln County 115 West Main Street Lincolnton, NC 28092 Certification PE Mansour Edlin Mansour Edlin Consulting 1515 Mockingbird Lane, Ste 802 Charlotte, NC 28209 WWTP/WQCS Steven Peeler, Dir. of PW City of Lincolnton PO Box 617 Lincolnton, NC 28093 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 North Lincoln County Industrial Park, a Lincoln 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. USE THE TAP, KEY TO MOVE I7P,OM FIFD TO FIELD Owner/Pernuttee: 1 a Lincoln County Full Legal Name (company, municipality, HOA, utility, etc ) 0 Ste henAGhert il Signing Crfficial Name and 1e The legal entity who will own this s,ystem is, cr LI- z Application Number: (to be completed by DWQ) of Public Utilities Please review 15A NCAC 2T .0106 (b) for authorized signing officials!) 0 individual 0 Federal 0 Municipality 0 State/Countyfl Private Partnership 0 Corporation fl Other (specify), 1 d .115 West Main Street Lincointon City ")8097' Zip Code Telephone Facsimile ErniI Project (Facility) information: 2a North LincolnCounty inciustrial Park _ _ 2h _ Lincoln Brief Project Name (permit will refer to this name) Contact Person: 4 3a. Mansour S. Edlin Name and Affiliation of Someone Who Can Answer Questions About this Application NFORMATION ai Mailing Address 1f NC State 1h 704-736-8497 3b. 794-672-1560 Phone Number 1. Owner is Public (skip to item B(3)) 2a, If private_ appiicant wit be - Retaining Ownership ri,e, store, church, single office, etc7i or 0 Leasing units (lots, townhomes. etc. - skip to item B(3)) 0 Selling units (lots, townhomes. etc - go to Item B(2b)) 1 704-736-8499 County Where Protect 3c, medlin4583rd)aol,corn E-mail Project is 0 New D Modification (of an existing permit) tf Modification, Permit No.: 3 City of Lincointon 0 Private (go to Item 2(a)) 2h. If sold, facilities owned by a {must choose gat Public Utility (Instruction C) E Homeowner Assoc /Deveioper (Instruction D) Owner of Wastewater Treatment Facility (WITF) Treating Wastewater From This Project 4a _Crily ot Lincolnton WWTP Name of WWTF 5a Lincoln County 5h 8 Gravity Owner of Downstream Sewe7 Receiving Sewer Size 0 Force M 6. The origin of this wastewater is (check all that apply), 0 Residential Subdivision 0 Apartments/Condominiums 0 Mobile Home Park 0 School Restaurant E Office 4b, NC 0025496 _ WNTF Permit No. WOCS 00149 Permit # of Downstream Sewer (Instructkn E 0 Retail (Stores, shopping centers) institution Hospital fl Church 0 Nursing Home 0 Other (specify) Business Park Volume of wastewater to be allocated (DF permitted for .this particular project 12,500 *Do not include future flows or previously permitted allocations If the permitted flow is zero. indicate why: % Domestic/Comm % Industrial (attach description.) i,PCT contact your Regional Office Pretreatment staffi 541Dther (si)ocityy gallons per day O Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line Ej F IOW has aiready been allocated in Permit No 0 Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a permit is required) fl A 7 9, Provide the wastewater flow calculations used in determining the permitted flow in accordance, with 15.4 t %CAC- 2T .01'14 for the vatue in Item B(7) ANCHOR the design flow for line or pump stationsing if a reduced or zero flow is being requested in Item B(T) Values other than that in 15A NCAC 2T 0114 (h) and (c) must he supported with actual water or wastewater use data in acoc'dance with 15A NCAC 2T 0114 (fi. 10. Summary of Sewer Lines to be Per -indite Size (inches) tip iditittn necessary) Length (feet) 4,000 Gravity or Additional Force Main New Gravity ary apt Pump Stations wl associated F+d Mains to be Perrnitted (attach additional sheets as necessary M Pump Station Location ID (self chosen - as shown on plans/map tor reference) rZ i— Design How Operational Paint Power Reliability Option (MGD) GP.DH 1 - permanent generator w/ATS: Force Main Size Force Main Length © 2 - portable generator w/MTS U z 0 I Pump Station Location ID (self chosen - as shown on plansimap for reference) Design How Operational Point Power Reliability Option cc (MGD) GPM TDH 1 = permanent generator w/ATS; For tulain Size Force Main Length 0 2 - portable generator w/MTS LL. Z 0 Yes he proposed Seaver lines or pump stations be able to be directed to another treatment facakty? No If Yes, permit number of 2nd treatment %ciity iRC - if `yesm to F.12 please contact the Central Office PERCS Unit 13. Does the sewer system cMinimum Desiori Crrterra fesr the Fast. Track Permitting of Pump Stations and Force Mains (latest version), the C rdvity Sewet• Minirnum Design Criteria {latest version) and 15A, NCAC Chapter 2T'i as applicable'? QYes DN 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 FTA12'O" 14. Have the following permits/certifications been submitted for approval for the system or project to be served? Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No ® NIA Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ N/A Stormwater? ❑ Yes ❑ No ® NIA 15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines. siphons. or interference manholes)? These lines will be considered high priority and must be checked once every six months ' Check if Yes: ® and provide details Aerial Crossing over Larkard Creek as o sibLc�SPA W l- 1 Cool' 5`�`= 'y°t C-ra- LL ),i l r) of- C12055fAir> tS /Ai3oV� rl 1. Owner/Pemiittee's Certification: (Signature of Signing Official and Project Name) 1 a. 1. Stephen A. Gilbert. attest that this application for North Lincoln County Industrial Park 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, 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 not to exceed $10.000 as well as civil penalties up to $25.000 per vi• ation. 11G4+2,UG I JcQ* W1 rZ- It-6 -aS Signing Official Sign ure Date ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305 Z 0 F., 2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name) O 1. Mansour S. Edlin. attest that this application for North Lincoln County Industrial Park 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. 1 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 LLI adopted February 12. 1996. and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force V Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance. Although other professionals may have developed certain portions of this submittal package, 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 not to exceed $10,000 as well as civil penalties up to $25000 per violation. ,,`,tttttl Il gi,as' 2a. Mansour S. Edlin . PE �`� Qv-H..•• Rp�1i��'i� Professional Engineer Name 2b. Mansour Edlin Consulting Engineering Firm 2c. 1515 Mockingbird Lane Suite 802 Mailing Address 2d. Charlotte 2e. NC 2f. 28209 City State Zip 2g. 704 672 1560 2h. 704 672 1562 Telephone Facsimile E-mail 2i. rriedfin4583@aoE.com �� �OFES3fp I tip '0,� OL R, S. E,%0• (3 NC PE Seal, Signature & Date FTA12/07 FORM SCAS-12/07 WATERSHED CLASSIFICATION ATTACH FOR SEWER SYSTEMS T A in County R tt En Mansur S. Edlln l ocatton tD Name of Wate 75' Above amid Creek Finger North Lincoln County Industrail Park En A lrteering Flan Name nsour Edlin Consulting River rbody Stream rbody County sin Index No. Cla i! cation incoln Catawba 11 129-5-8 if unnamed„ indicate "unnamed tributary to X', where; X is the named rwaterbody to which the unnamed tributary loins, l certify that as a Registered Professional Engineer In the State of North Carolina that l have diligently followed the Division's instructions for classifying watsrb odaes and that the above classifications are inclusive of the stated project, complete and correct to the best of my knowledge and belief. PE Seal, Signature and Date *** EN© OF FORM WSCAS-12/07 *** FORM: WSCAS l2/07 Page l State of North Carolina Department of Envirottrttettt and Natural Resources Division of Water Quality Flow TrackingiAcceptance for Sewer Extension Permit Applications (FTS:F -10/07) Project Applicant Name: L t rin County Project Name for which flow is being requested. No 1, it In Count: ndustrial Park. More than one FI S'E" 10/07 may be reyuar"ed Jiff e satgle project a t e zw>atc:r try the WW1? is not responsible ti)t- pump stations along the route of the proposed wastewater_flrr. . 1, Complete this section only if you are the owner of the wastewater treatment plant_ a, WWTP Facility Name: b. WWTP Facility Perrnit #: c. WWTP facility's permitted flo d. Estimated obligated flow not ye e. WWTP facility's actual avg. flow f. Total flow for this specific request g. Total actual and obligated flows to th h. Percent of permitted flow used he WWTP TP MGD I. Complete this section for each pump station you are responsible for along the route of this proposed wastewater flow, st pump stations located between the project connection point and the WWTP Pump Station Name Approx, Capacity, MGD (firm/Design) Lincoln County Ind. Park 0.25 MGD Approx., Current. Avg. Daily Flow, MGD 0,0587 MGD ation. T+ d , (L1 r2T certify that to the best of my knowledge, the addition of the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving wastewater tr trraent facility and that the flow from this project is not anticipated to cause any capacity related sanitary sewer overflows or overburden any downstream pump station en route to the receiving treatment plant under normal circumstance, This analysis has been performed in accordance with local established policies and praccdures using the best available data, This certification applies to those items listed above in Sections I and II for which I am the responsible party. Signature of this form indicates acceptance o f wa_sew=a Po$uE Int rzo pew rat Signing l E' oa a�.)aic Department o Flow TrackingiAcceptance for S State of North Carolina nvironment and Natural Resources Division of Water Quality wer Extension Permit Applications (FTSE —10/07) Project Applicant Names Project Name for which flow is being requested: Lincoln County Industrial Park More than one FTh E'-1 7 may be required for a single projec f the ~ger of the WWTP is not responsible for all pump stations along the route of the proposed wastewater J1tnu 1. Complete this section only if you are the owner of the wastewater treatment plant. a. WWTP Facility Name: City of Lincolnton WWTP b. WWTP Facility Permit #: NC0025496 A c. WWTP facility's permitted flow d. Estimated obligated flow not yet tributaryWWTP e. WWTP facility's actual avg. flow f. Total flow for this specific request g. Total actual and obligated flows to the facility h. Percent of permitted flow used flaws are in MGD 6.00 1.79 2.84 0.01 4.64 77.00 % H. Complete this section for each pump station you are responsible for along the route of this proposed wastewater flow. List pump stations located between the project connection point and the WWTP Pump Station Name Approx. Capacity, MGD Approx. Current Avg. (Firm/Design) Daily Flow, MGD Clark Creek Lift Station .450 .02 III. Certification Statement: I, Steve Peeler, certify that, to the best of my knowledge, 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 is not anticipated to cause any capacity related sanitary sewer overflows or overburden any downstream pump station en route to the receiving treatment plant under normal circumstances. This analysis has been performed in accordance with local esta"" ed policies and s rocedures using the best available data, This certification applies to those it. (' led► tici; s 1 and II for which. I am the responsible party. Signature of this ;ewater flow. SignSignature sf Date I Instructions for: Flow Traclang/Acceptance for Sewer Extension Permit Applications (FTSE —10/07) Section I a. WWTP Facility Name: Enter the name of the WWTP that will receive the wastewater flow. b. WWTP Facility Permit #: Enter the NPDES or Non -Discharge number for the WWTP receiving the wastewater flow. c. WWTP faci[itv'spermitted flow, MGD: From WWTP owner's NPDES or Non -Discharge permit. d. Estimated oblieated flow not vet tributary to the WWTP, MGD: This includes flows allocated to other construction projects not yet contributing flow to the collection system. Flows allocated through interlocal agreements or other contracts not yet contributing flow to the collection system are also included. For POTWs that implement a pretreatment program, include flows allocated to industrial users who may not be using all of their flow allocation. Please contact your Pretreatment Coordinator for information on industrial flow tributary to your WWTP. As of January 15, 2008 the POTW should have reviewed flow allocations made over the Last two years and reconciled their flow records, to the best of their ability, so it is known how much flow has been obligated and is not yet been made tributary to the WWTP, in accordance with local policies and procedures employed by the reporting entity. The obligated flow not yet tributary plus actual flow will be reconciled annually for systems at less than 60% of permitted flow used. Annual updates shall be submitted to the appropriate Regional Office by January 15 of each year and cover the previous calendar year. Semi -Annual updates shall be required when the percent of permitted flow used reaches 60%. Semi-annual time period are defined as January 1 through June 30 and July 1 through December 31. Semi-annual updates shall be submitted to the appropriate Regional Office by July 15 and January 15 of each year. Quarterly updates shall be required when the percent of permitted flow used reaches 80%. Quarters are defined as Qtrl (Jan -Feb -Mar); Qtr2 (Apr -May -Jun); Qtr3 (Jul -Aug -Sep); Qtr4 (Oct -Nov -Dec). Quarterly updates shall be submitted to the appropriate Regional Office by April 15, July 15, October 15 and January 15 of each year. e. WWTP facility's actual ave. flow, MGD: Previous 12 month average. f. Total flow for this specific request, MGD: Enter the requested flow volume. g. Total actual and obligated flows to the facility, MGD Equals [d + e + fJ h. Percent of permitted flow used: Equals [(g / c)*100] prir For example: On January 15 a POTW with a permitted flow of 6.0 MGD, reported to the Regional Office that there is 0.5 MGD of flow that is obligated but not yet tributary. The annual average flow for 2007 is 2.7 MGD. The first Form FTSE-1.0/07 submitted after January 15, 2008 may have numbers like this: c. = 6.0 MGD d. = 0.5 MGD e. = 2.7 MGD f. = 0.015 MGD g. 3.215 MGD h. = 53.6 % © The next Form FTSE-10/07 may be updated like this: c. =6.0 MGD d. = 0.515 MGD e. = 2.73 MGD f. = 0.102 MGD g. = 3.349 MGD h. =:55.8%n Each subsequent Form FTSE-10/07 will be updated in the same manner Section. List the name, approximate pump station firm (design) capacity and approximate current average flow (previous 12 months) through the pump station for each pump station that will be impacted by the proposed sewer extension project. Include the proposed flow for this project and other flows that have been approved for the pump station but are not yet tributary. Firm (design) capacity is the design average daily flow of the pump station as calculated by the design engineer or the station capacity with the largest pump out of service as per the Minimum Design Criteria if the design capacity is unknown. Section. III Form FTSE-10/07 must be signed by the appropri 0 SA NCAC 02T ,0106. Dear fr./r" ': The Dk i 'o application on it) be incomplete. There - your resubmitta.l'}. For a list llittp;./12ca.enr st<i marts us t) North Carolina Derartrrre.rt of IIIn'vnonnnent and C'oleen ti. Sullins, Division of u'arer 2008 PastT'rack App Project Na.tne: County, icReturn rth Carolina uality, Mooresville Regional Office received your Fast Track sewer ing au initial review of your application, your application was determined to application is being returned, (Please include a copy of this letter with. of the correct forms and instructions please visit: le .t)or syst an, C..c ie.ctiont,temeta,pDl is sls. rtaarl, Please cc tmple.te `corre,t ti'te f?1. Applicad cart wron application was submitted «itl Applicaatiort did not contain a F Application did not contain the De owing deficiencies: ,;g aar c utdated forms. Form a processing fee or with an incorrect processing fee, Fracldn Form (F'TSF i 0,/07). eloper's/Horneowner's QperationaP reeme 1C, E .Applica.t'on did not contain the correct number o Application failed Appl NC \ 2T .O1 O6(b). (see Follow technical rev be required or the 0 project map, not signed h n eni 5tat� nc trj 2 ApplrcatIon pies, ed representative in accordance with 15A n�ruiesFcodes statuteshflo) n the Mooresville Regional fliee kill i~e ita a chnicaally deficient acldaicmal information may ;visor,. Nfooresv)Ile Regional Central Files: APS SWP 12/18/08 umber WQ0033637 Permit Tracking Slip gram Category on -discharge Status Project Type 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 12500 Facility —1 cility Name North Lincoln County Industrial Park rjr Location Address Owner Major/Minor Region Minor Mooresville County Lincoln Facility Contact Affiliation Owner Name Owner Type Lincoln County Government - County Dates/Events Qrig Issue 12/18/08 Owner Affiliation Stephen Gilbert 115 W Main St Lincolnton NC 28092 App Received Draft Initiated 11 /24/08 Scheduled Issuance Public Notice Issue Effective 12/18/08 12/18/08 Regulated Activities Requested/Received Events Office '- Wastewater collection Outfatl NULL Additional information requested Additional information received Expiration Waterbody Name Stream Index Number Current Class Subbasin