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WQ0032022_Regional Office Historical File Pre 2018
Miehael.F. Ea.sley., Governor Cfi, 'Ross Jr., Secretary North Carolina Department. of. Environment an.d Natural Resources Coleen H. Sullins, Director Division :)1 Water Quality August 2, 2007 Mr, Donald Duncan, City Manager City of Conover PO Box 549 Conover, NC 28613 Subject. Permit No, WQ0032022 L'Echo Estates Subdivision Wastewater Collection System Extension Catawba County, North Carolina Dear Mr Duncan, In accordance with your application received on July 30, 2007, we are forwarding herewith Permit No. WQ0032022, dated August 2, 2007, to the City of Conover for the construction and operation of the subject wastewater collection system extension. This permit shall be effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations as specified therein, This cover letter shall be considered a part of this permit and is therefore incorporated therein by reference. Please pay particular attention to Permit Condition 3 which requires that the wastewater collection facilities be properly operated and maintained in accordance with 15A NCAC 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 applicatio 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. One NarthCarOiD/13 Mooresville Regional Office 610 East Center Ave Suite:301 Mooresv e, NC 281 1..., Phone: (704) 663-1699 Fax (704)663-6.040 lntemet: www,nomwaterquality org Customer SR Le 1-877-623-6748 An Equal Opportunity/Affirmative Action Employer -50% Recycled/10°k Post Consumer Paper Mr Duncan Page 2 August 2, 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 City of Conover for the construction and operation of approximately 2,116 linear feet of 8-inch gravity sewer and the discharge of 14,760 gallons per day of collected domestic wastewater into the City of Conover existing sewerage system, pursuant to the application received July 30, 2007, and in conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12,1 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 Conover WWTP (NPDES No, NC0036196) 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,. fur Coleen H. Sullins cc: Mooresville Regional Office, Collection System Permit File Cecil Clark, Clark and Associates Inc. 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 o 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 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 shallbe inspected at least once per week. e. High -priority sewer lines shall be inspected at least once per every six-month period of time f. A general observation of the entire sewer system shall be conducted at least once per year. g. Inspection and maintenance records shall be maintained for a period of at least three years. h. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina General Statute §143-215,1C 4. This permit shall not be transferable. In the event there is a desire for the wastewater collection facilities to change ownership, or there is a name change of the Permittee, a formal permit request shall be submitted to the Division accompanied by documentation from the parties involved, and other supporting materials as may be appropriate. The approval of this request shall be considered on its merits and may or may not be approved. 5 Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater to the surface waters of the State. 6 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 Perrnittee 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. 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 (1 ) 33-33. Persons reporting any of the above occurrences shall file a spill report by completing Part 1 of Form - (or the most current Division approved form), within five days following first knowledge of the occurrence. Thus report shall outline the actions taken or proposed to ensure that the problem does not recur, Part II of Form - (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 August 2007, NORTH CAROLINA ENVIRONMENTAL MENTAL N.AGE E T COM fv]ISSION r Coleen H, Sullins, Director Division of Water Quality By Authority of the Environmental Management Commission It n ° ° '03222 Fast Track Engineering Certification Permit No, WQ0032022 August 2, 2007 OwnerANWTPNVQCS PE Donald Duncan Cecil Clark City of Conover Clark & Associates, Inc PO Box 549 PO Box 2945 Conover, NC 28613 Hickory, NC 28603 Complete and submit this form to the permit issuing regional office with the following' • One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection system extension • Supporting design calculations (selected pumps, system curve, operating point, available storage if portable generator(s) or storage greater than longest past three year outage reliability option selected) for any pump stations permitted as part of this project • Changes to the project should be clearly identified on the record drawings or in written summary form, Permit modifications are required for any changes resulting in non-compliance with this permit, regulations or minimum design criteria. This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all required supporting documentation have been received by the Division. Therefore, it is highly recommended that this certification be sent in a manner that provides proof of receipt by the Division. ENGINEER'S CERTIFICATION El Partial E Final as a duly registered Professional Engineer in the State of North Carolina, having been authorized to observe (0 periodically, [I] weekly, L full time) the construction of L'Echo Estates Subdivision, 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 Engineers 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 Engineers Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions TRACK APPLICATION for 'GRAVITY SEWERS, PUMP STA ©NS, AND FORCE ,MAINS PAGE .;l ld. PO Box 549 Mailing Address NC State 828-464-1191 t i. Telephone Project (Facility) Information: L'Echo Estates subdivision Brief Project Name (permit will refer to this name Contact Person: Cecil Clark P.E. Engineer for the Ptect USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Owner. City of Conover Full Legal Name Id Duncan, Jr., City Manager Application Num (to be completed by ning Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!) The legal enti r who will own this system is: dividuai Federal Municipality 0 State/County © Private Partnership El Corporati le. Conover City 28613 Zip Code a 0 Other (specify):. County Where Project is Located Name and Affiliation of Someone Who Can Answer Questions About this Application b828 345-1577 _ 3c. clarkengineering@charterintern Phone Number E-mail _ Project is New 0 Modification (of an existing permit) If Modification„ Permit No.; For modifications, attach a separate sheet clearly explaining the reason for the modification (Le. adding another phase, changing line sizellength, 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 d Public (skip to item 8(3)) �.._El Private (go to Item 2(a)) a If private, applicant will be. 2b. If sold, facifrties owned by a (must choose drone) Retaining Ownership (i.e. store, church, single office, etc.) or 0 Leasing units (lots, townhomes, etc. - skip to Item 8(3)) Selling units (lots, townhomes, etc, - go to Item B(2b)) of Conover Owner of Wastewater Treatment Facility (WWTF 4a. City of Conover Northeast Waste Water Facility Name of WWTF . City of Conover Owner of Downstream The origin of this wastewater i X Residential Subdivision © Apartments/Condominiums Mobile Home Park School Restaurant Q Office b. '8" eceiving Sewer Size all that apply): ast Gravi Force © Public Utility (Instruction III) © Homeowner Assoc./Developer (Instruction r From This Project 4b NC 24252 WWTF Permit. No. c. NC 24252 Permit Number of Downstrea Volume of wastewater to be allocated fttr this particular project: 14,780 gallons per day "Do not include previously permitted allocations f the permitted flow is zero, indicate why. Interceptor Line - Flow will be permitted in subsequent permits that connect to this line 0 Flow has already been allocated in Permit No. © Rehabilitation or replacement of existing sewer with no new flow expected mestic/Commercial % Industrial % Other (specify): FTA 02/03 _, Rev. 3 041Cl' RACK CKAPPL1CAT1ON for 'GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4 9, Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H ,0219(1) for Item 6(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than that in 15A NCAC 2H .0219(1)(1-2) must be supported with actual water or wastewater use data in accordance with 15A NCAC 2H 0219(1)(3), 41 lots 360 GPDiconnection (41 x 360 =14,760) = 14,760 GPD 10, Summary of Sewer Lines to be Permitted (attach additional sheets if necessary) Size (inches) Length (feet) Gravity or Force Main (use the pull down menu 8 2116 gravity ENTER TOTAL LINE LENGTH IN MILES .40 11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary) Location ID Power Reliability Option 1, (self chosen - as shown on Design Flow Operational Point (1- dual line feed; 2- permanent generator %WATS; 3- plans for cross-reference) (MGD) GPM t TDH portable generator witelernetry; 4-wet well storage) 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 permi s/certifications been submitted for approval? Wetland/Stream Crossings - General Permit or 401 Certification? 0 Yes 0 No N/A Sedimentation and Erosion Control Plan? Zi Yes 0 No N/A Stormwater? 0 Yes El No N/A 14. Does this project involve aerial lines or siphons? Check if yes: frhoe.lines„vgill„,begmsideect highofigrituanct rrust„be„gto1ceg _Once„evehr„ mogths. 15. Does this project have gravity sewer lines designed at minimum slopes? Be aware that the Division will not accept installed lines more than 10% flatter than the minimum slope,. Lines installed outside this tolerance should be corrected prior to submitting the final engineering certification. FTA 02/03 - IRev 3 04/05 !S`t-TRACK APPLICATION for GRAVITY SEWERS, PU '1P STA14IONS, AND FORCE MAINS 1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/0 (FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets a 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: © A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope waterbody; AND, 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. to on D on Map as shown on ' Name of reference) r Waterbody County. 3 B-2 Conover Branch Catawba River Basin Catawba Index 11-129-5-2-1 Submit the Sk6" x 11" COLOR topographic map as required in instruction VI regardless of whether a classification is provided! Applicant's Certification: y Classification ! G Donald Duncan, Jr, attest that this application for [-'Echo Estates sutxtivision Sewer Extension has been reviewed by me and is accurate and complete to the best of my knowledge, t understand that if all required parts of Tis 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 « ; nce with North Carolina Genera! Statutes 143- 215.6A and 143-215.68, any person who knowingly a 4 'lent, representation, or certification in any application a shall be C� per violation. misdemea + not to exceed $1©t, 00 as well as civil Y:. penalties guilty of a Class p to 5 00 vioJati Si. 'ng 01 Profession Engineer's Certificatio I attest that this application for L'Echo Estates sub complete and consistent with the information in t to the best of my knowledge. l further' attest that to accordance with the applicable regulations, Gravity Se 12, 1996, and the Minimum Design Criteria for the Fast -Track to en reviewed by me and is accurate, and all other supporting documentation proposed design has been prepared in Criteria for Gravity Sewers adopted February g of Pump Stations and Force Mains adopted June 1, 200 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 i have reviewed this material and have judged iit to be consistent with the proposed design. Note, in accordance with NC Genera! 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 $25, 000 per violation, . G. Cecil Clark Professional Engineer Name 2bClark & Associates, Inc, Engineering Firm 2c. P© Box 2945 Mailing Address dHickory City 2g, 828 345-1577 Telephone h. 828 345-0271 Facsimile Zip cl a rke n g i neeri n g@ ch a rte ri nt e r 7zd/a 7 Seal, Signature &Date FTA 02/01 - 9ev. 1 84 Central Files APS S\NP 08/02/07 Permit Number A/00032022 Permit Tracking Slip Program Category Status Project Type Non -discharge Active New Project Permit Type Fast Track Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions Primary Reviewer dee,browder Permitted Flow 14760 FAcility Facility Name L'Echo Estates Subdivision Location Address Owner Owner Name City of Conover Dates/Events Version 1 00 Permit Classification Individual Permit Contact Affiliation brig Issue Apn Received Draft Initiated 08/02/07 07730/07 Re elated Activities Subdivision Wastewater collection Outten NULL Waterhody Name Major/Minor Region Minor Mooresville County Catawba Facility Contact Affiliation Donald Duncan, Jr, City Manager PO Box 549 Conover Owner Type Government - Municipal Owner Affiliation Michael Fox PO Box 549 Conover Scheduled issuance NC 28613 NC 28613 Public Notice issue Effective Expiration 08/02/07 08/02/07 Additional information received Additional information requested Stream index Number Current Class Subbasin NCDENR AND UST CO PANY PO BOX 45$ Conover, NC 28