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HomeMy WebLinkAboutWQ0035745_Regional Office Historical File Pre 2018NCDENR Norte Carolina Department of Environment and Natura Resources Division of Water Quality Beverly Eaves Perdue Charles Wakild, P. E. Dee Freeman Governor Director Secretary February 2, 2012 Town of Maiden Mr, Billy Price, Public Utilities Director 11.3 West Maiden Street Maiden, North Carolina 28650 Subject: Permit No. WQ0035745 Martin .Marietta -Maiden Driveway Water &„ Sewer Wastewater Collection System Extension Catawba County, North Carolina Dear Mr. Price: in accordance with your application received on January 2, 2012,.we are forwarding herewith Permit 'No„WQ0035745, dated February2, 2012, to the Town of Maiden for the construction and operation of the subject wastewater collection system extension„ This permit shall be effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations as specified therein. This cover letter shall be considered a part of this permit and is therefore incorporated therein by reference. Please pay particular attention to Permit Condition 3 which requires that the wastewater collection facilities be properly operated and maintained in accordance with :15.A. NCAC 2T „0403 or any individual system-widc 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 2'T; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1.996, 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 shali 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 §14. 3-215,6A through. §1:43-215.6C„ construction of additional or replacement wastewater collection facilities, andlor referral of the North Carolina -licensed Professional Engineer to the licensing board; Noi-thUirohna iaturally Mooresville Regional Office 610 East Center Ave.., Suite 301 Mooresville, NC 28115 Internet: www.ncrnwaterquality,org Customer Service- 1-877-623-6748 An Equal Opportunity/Affirmative Action Employer — 509 Recycledfl 0% Post Consumer Paper Phone, (704)663-1699 Fav (704) 663-6040 ML Prce Page 2 February 2, 2012 In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the Town of Maiden for the construction ,and operation of approximately 2,919 linear feet of 8-inch gravity sewer and approximately 1.95 linear feet of 10 inch gravity sewer and the discharge of Zero (0) gallon. per day of collected domestic wastewater into Maiden WWTP existing sewerage system, pursuant to the application received on January 25, 2012,, and in conformity with 15,A NC.AC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12,1.996, 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. Assessing subsequent impacts to the downstream collection system and treatment facility is the complete responsibility of the Town of Maiden. The Town of Maiden must utilize whatever tracking tools necessary for planning additions of sewer flow in order to maintain compliance with the WWTP permitted limits and the WQCS00120 permit requirements. The sewage and wastewater collected by this system shall be treated in Maiden Wastewater Treatment plant WWTP (NPDES No.NC0039594) prior to being discharged into the receiving stream. If any parts,. requirements„ or limitations contained in this permit are una.cceptable, you have the right to request an a.djudicatory hearing upon written request within 30 days following receipt of this permit. This request must he 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 27699-671.4. Unless such demands are made, this permit shall be final and binding. If you need additional information concerning this matter, please contact Samar Bou-Ghazate at (704) 663-1699. Sincerely, ,,(1, 472_ „far Cir es Wakil.d, P.E„ cc: Mooresville Regional Office, Collection System Permit File Surface Water Protection Central Files PERCS NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES RALEIGH WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT (MODIFICATION) This permit shall be effective from the date of issuance until rescinded and shall be subject to the following specified conditions and limitations: 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. 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 28 .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 s 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, 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. 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. 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) -3 or (919) 733-3300, Persons reporting any of the above occurrences shall file a spill report by completing Part I of Form -O (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 11 of Form C-SC (or the most current Division approved form) can also be completed to show that the SSO was beyond control. Permit issued this the 2nd day of February, 2012, NORTH CA OLINA ENVIRONMENTAL MANAGE ENT COM I SIC N for Charles Waild, P.., Director Division of Water Quality By Authority of the Environmental Management Commission Permit Number ''Q003 74 Fast Track Engineering Certification Permit No WQ0035745 February 2„ 2012 OwnerWNTPfVVQCS Billy Price, Public Utilities Director Town of Maiden 113 West Maiden Street Maiden, NC 28650 P. Scott Bell, PE, PLS Davis & Floyd, Inc, 1305 N. Center Street Hickory, NC .28601 Complete and submit this form to the permit issuing regional office with the foil wing: • 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 resultin_g 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 lA Final „ as a duly registered Professional Engineer in the State of North Carolina, having been authorized to observe (LI periodically, LI weekly, El full time) the construction of Martin Marietta -Maiden Driveway Water & Sewer, a 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 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 TAB KEY TO MOVE FROM FIELD TO FIELDI Application Number: (to be completed by DWQ) /, Owner!Permittee: la, Town of Maiden Full Legal Name (company, municipality, HOA, utility, etc.) 0 lb, BillyPrice, Public Utilities Director Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!) Ce 0 Id. 113 West Maiden Street z 0 Mailing Address lf. NC State lh, 828-428-5006 1 i, NA 1 c, The legal entity who will own this system is: El Individual 0 Federal Municipality 0 State/County 0 Private Partnership 0 Corporation El Other (specify): Telephone Facsimile 2. Project (Facility) information: 2a Martin Marietta — Maiden Driveway Water & Sewer Brief Project Name (permit will refer to this name) 3. Contact Person: 3a, Scott Bell, Consultant Name and Affiliation o 3b, 828-322-2290 3c. sbell@davisfloyd.corn Phone Number E-mail 1. Project is IZ New Ej Modification (of an existing permit) If Modification, Permit No.: 1 e, Maiden City lg. 28650 Zip Code ", NA E-mail 22222 ,101t1 5 -2012 2b. Catawba County Where Project is Located omeone Who Can Answer Questions About this Application 2. Owner is El Public (skip to Item 8(3)) 2a. If private, applicant will be: Ej Private (go to Item 2(a)) 2b. If sold, facilities owned by a (must choose one) 0 Retaining Ownership (i.e. store, church, single office, etc.) or Ej Leasing units (lots, townhomes, etc. - skip to Item B(3)) 0 Selling units (lots, townhomes, etc, - go to Item B(2b)) 3. Town of Maiden 0 Public Utility (Instruction C) 0 Homeowner Assoc./Developer (Instruction D) Z Owner of Wastewater Treatment Facility (WVVTF) Treating Wastewater From This Project 0 — 4a. Maiden VVVVTP 4b. NC 0039594 Name of WWTF ! WWIT Permit No. 5a.. Town of Maiden l5b. 18" 1E1 Gravity 5c, Unknown Owner of Downstream Sewer Receiving Sewer Sizel0 Force Main •1 , Permit # of Downstream Sewer (instruction E . „ 6. The origin of this wastewater is (check all that apply): Z th 7. 8. 0 Residential Subdivision 0 Apartments/Condominiums Mobile Home Park Ej School Ej Restaurant Office 0 Retail (Stores, shopping centers) Institution Hospital El Church 0 Nursing Home EJ Other (specify), 100 % Domestic./Commercial % Industrial (attach description.) (RO: contact your Regional Office Pretreatment staff) % Other (specify): Volume of wastewater to be allocated or permitted for this particular project: 0 gallons per day *Do not include future flows or previously permitted allocations If the permitted flow is zero, indicate why: Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent perrnits that connect to this line 0 Flow has already been allocated in Permit No, Eji Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T ,0303 to determine if a permit is required) FTA12/07 Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 foil the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use; data in accordance with 15A NCAC 2T .0114 (f). 0 gallons per day 10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary) Size (inches) Length (feet) 8 2,919 10 195 New Gravity or Additional Force Main Gravity Gravity 1, Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional shee Pump Station Location ID NA (self chosen - as shown on plans/map for reference) Design Flow Power Reliability Option (MGD) Operational Point 1 - permanent generator w/ATS; Force Main Size Force Main Length GPM aaQTDH 2 - portable generator w/MTS Pump Station Location ID NA, (self chosen - as shown on plans/map for Design Flow operational Point Power Reliability Option (MGD) GPM @TDH 1 - permanent generator w/ATS; Force Main Size Force Main Length 2 - portable generator w/MTS Pump Station Location ID NA Design Flow Operational Poin (MGD) GPM @TDH hosen - as shown on planslmap for Power Reliability Option - permanent generator wIATS; Force Main Size Force Main Length'', 2 - portable generator wIMTS 12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility? 0 Yes ® No If Yes, permit number of 2n treatment facility (RO — if "yes" to B,12 please contact the Central Office PERCS Unit) 1 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 Chapter 2T as applicable? ® Yes 0 No If No, please reference the pertinent minimum design criteria or regulation and indicate why a variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS PERTINENT TO THE VARIANCE WITH YOUR APPLICATION ETA 12r07 14, Have the following permits/certifications been submitted for approvai 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 1 N/A 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 Owner/Permittee's Certification: (Signature of Signing Official and Project Name) I, Billy Price, Public Works Director, attest that this application for Martin Marietta — Maiden Driveway S has been reviewed by me and is accurate and complete to the best of my knowledge. 1 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 1-215.6B, any person who knowingly makes any false statement, representation, or certifcat on in any applicati shall be�guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000 we, s civil Wallies„ t $25,0O0 per violation. Date ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY co TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T .©305 z 2. Professional. Engineer's Certification: (Signature of Design Engineer and Project Name) 1, _P. Scott Bell , attest that this application for East Main Wtr & Swr IMPVTS 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 adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance. Although other professionals may have developed certain portions of this submittal package, inclusion of these materials under my signature and seal signifies that l 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 143-215.6B, any person who knowingly i 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 violation. 2a. Mr. P. Scott. Bell, PE, PLS Professional Engineer Name 2b. Davis & Floyd, Inc. Engineering Firm 2c, 1305 N. Center Street Mailing Address 2d, Hickory City 2g, 828-455-3454 Telephone Facsimile 2e, NC 2f, 28601 State Zip 2h, 828-322-3129 2i, shell@davisfloyd.com E-mail NC PE Seal, Signature & Date FTA 12/07 State of North Carolina Department of Environment and Natural Resources Division of Water Quality Flow Tracking/Acceptance Sewer Extension Permit Applications (FTSE —10/07) Project Applicant Name: Town of Maiden Project Name for which flow is being requested: East Main Water and Sewer Impvts More than one FTSE-10/07 may be required for a single project ?f the owner of the WWTP is not responsible for all pump stations along the route of the proposed wastewater flow. 1. Complete this section only if you are the owner of the wastewater ea ent plant. a. WWTP Facility Name: Maiden WWTP b. WWTP Facility Permit #: NC 0039594 All flows are in MGD 1..0 c. WWTP facility's permitted flow d. Estimated obligated flow not yet tributary to the WWTP 0 e. WWTP facility's actual avg. flow 0.35 f. Total flow for this specific request 0 gpd g. Total actual and obligated flows to the facility 0.35 h. Percent of permitted flow used 35.00% II. 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. (Finn/Design) Daily Flow, 'MGD III. Certification Statement: I, _Billy Price , 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 established, policies aid procedures using the best available data. This certification applies to thoseiterris listecabovein Sections I. and II for which I am the responsible party. Signature of this form indcate acceptapet-6 ewater flow. • /-1?-44 S(igning , . I Signatfire Date Maiden, NC: Martin arietta Project Narrative The existing siteis gently sloping, undeveloped acreage, owned by Martin Marietta, Martin Marietta plans to construct a new driveway and facilities to access this area, The Town of Maiden plans to construct a new 6° water main, off of W. Maiden Road, along a proposed entrance drive for Martin Marietta, The project will be located in Maiden, NC off of W. Maiden Road across from the intersection of W. Maiden Road and Zeb Haynes Road, The water main will run along the proposed driveway alignment and Will be approximately 1,700 LF with two fire hydrants and all necessary appurtenances, Along with the construction of the water main, will be the construction of proposed gravity sanitary sewer. Sewer will run along the same proposed driveway and will tie into existing gravity sewer owned/operated by the Town of Maiden. The proposed sewer construction will consist of approximately 3,114 LF of 8° and 12° PVC gravity sewer and 11 manholes, The proposed sewer will serve approximately 64 acres of undeveloped area where the type of use and occupancy are not known. The project will be permitted for zero (0) gallons of new flow, with a possible build -out flow of approximately 56,320 gal/day, in accordance with 15A NCAC 2T ,0114 Wastewater Design Flow Rates, \ / ti „4 P1724 )). \ EXISTING GRAVITY SEWER 'STING E—IN °CATION Engineering 1346 I, MIER SIREE1 HiCKORY. 281,41 $.28-322-2240 hitecturc nvirDnrnental & Laboratory Services 1 t C•4 el 9v. Atb vs. 44-Ltavivro PI t Owner Town of Mokien Dr44wing ntle STREET VIEW F"ROPOSED SEWER .L,t Ers4es) MAR TIN MAR I E TTA MAIDEN DRIVEWAY T NOT TO SCALE Dale 1 -24,-20 7 2 410S. No. 04 7 023.00 C 002 OREENEOED, SE • CHARLESTON, se•cox:Lamm, ss • usressE„LE, mosuNcr„ se v morsity, .5 Vete), Ref srence Project LoSetion MAIDEN, NC Sht, 1 of 1 .gineedig mEr e hiC Town o USGS MAP :amp mr, Peeled' e MARTIN MA wE«« MAIDEN OR/ '41 Y PrL,')ject Lvw MAIDEN, NC NOT TO SCALE D , -24-2012 � g1K23 m c um Transmittal Sheet DAVIS & FLOYD, INC, 1305 North Center Street, Hickory, NC 28601 T 828,322.2290 F 828,322,3129 To: NCDENR Mooresville Regional office 610 East Center Ave Mooresville, NC 28115 Courier 09-08-06 704-663-1699 2't‘ (14,),A.A.ATY Date 1-24-2012 RE Martin Marietta -- Maiden Driveway Project No. 041023,00 Phase: We are sending you 2 copies of the following enumerated EPrints DSeplas EShop Drawing EjSamples EBrochures Deaf Cuts n Calcs ELetters OSpecifications 1-Check 2-Permit Package Our Comment: Please see enclosed permit application for the Town of Maiden's sewer improvement project for Martin Marietta. Distribution 1. 2. 3. 4. 5. For Your ZAction EiCorrections General Information EIRequest pResubmission Davis & Floyd / Transmitted By DMail Signature OUPS Name William S. Clayton Title Senior Designer Central lFiies APS SWEttt 02/02/12 Permit Tracking Shp Program Category Kirin -discharge Permit Type Gravity Sewer Pxtensic Extensions Primary Reviewer samar.au-ghaalc Coastal SW Rule Permitted Flow 0 Facility Track n, Pump Stations, Pressure Sewer Facility Name Martin -Marietta - Maiden Driveway Water owrr Locatii n Address Owner Owner Name Town of Maiden Dates/Events drip Is tl /0 /1 ' 01.i 5/1, Regulated Activities Office waste eater +:.nit+ Outten App Received Draft hob Status Active Version 1.00 Project Type New Project Permit Classification Individual Permit Contact Affihia ion Scheduled Issuance Major1 Minor Fab nor Region Mooresville County Catawba .y Contact Affiliation Owner Type Government - Municipal Owner Affiliation Todd Herms Manager Town 11:3 Vet Main St iaiden Public Notice NC 28650 lss Effective Expiration 0.10t1 02/02/12 fertaested.eceivd Events Addilir nal it forn'squealed Additional inform tiuu received waterbody Name stream Index Number Current Class subbasin PAY TO THE, ORDER OF NCDENR. DAVIS & FLOYD, INC. P, 0. DRAWER 428 GREENWOOD, SC 29648 884-229-5211 Four Hundac,d No/100--- • Countybank FOR _.. DATE ......January 1 21. 04 78 7 2u' 1:0 5 3 20 6E1 M' L00 58040 Loi' le 47872 480.00 0LLARS DAVIS & FLOYCM„ INC. 03 Fast Track � Permit No. VVQOU35745 February 2.2O12 OwnenVV8NTP/WQCS Billy Price, Public Utilities Director Town ofMaiden 113West Maiden Street Maiden, NC 28650 P.Scott Bell, PE, PLS Davis & Floyd, Inc, f3O5N,Center Street Hickory, NC28GO1 Complete and submit this form to the permit issuing regional office whh 8ln following, ° One copy ofthe project record drawings (plan &profile views ofsewer lines) ufthe wastewater collection system extension • Supporting design calculations (selected pumps, system curve, operating point, available storage ifportable generator(s) or storage greater than longest past three year outage re|iahiOh/ option selected) for any pump stations permitted oopart ofthis project • Changes to the project should be clearly identified on the record drawings or in written summary form, Permit modifications are required for a.nYchanges remu|tinq in non-compliance with this permit, regu|ahVns,or minimum design criteria, This project shall not be considered complete nor allowedto operate until this Engineer's Certification and all required supporting documentation have been received by the Division, Therefore, itishighly recommended that this certification be sent in a manner that provides proof of receipt by the Division. ' ENGINEER'S CeRTr/cATnow [I Partial na| » ' ' �^r lgr as a duly registered Professional Engineer in the State of North Carolina, having been �uthorizecl to observe 1-14eriodically, [:1 weekly, [:1 full time) the construction of Martin Marietta -Maiden Driveway VVater& 3ewpr, a Catawba County project for the Pennittaa, hereby state that, to the best rfmyabilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial comphanpeofthis pemoi( 15ANCAC2l[ the Division ofWater Quality's (Division) Gravity Sewer Minimum Design Criteria adopted February 12. 1990 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1. 2000 as appkcab|e� and other supporting materials. North Carolina Professional Engineer's seal, signature, a.nd cl,at& SEND THIS FORM & SUPPORTING DOCUMENTATION WITH REQUIRED ATTACHMENTS TOTHE FOLLOWING ADDRESS MO{JRESV|LLEREGIONAL, OFFICE SURFACE WATER PROTECTION G1DEAST CENTER AVENUE, SUITE 3Q1 K8O[}RESV|LLENC 28115 The Permittee is responsible for tracking all partial cerfifications up until a final certification isreceived, 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 pert -nit and shall subject the Permittee to appropriate enforcement actions.