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HomeMy WebLinkAboutWQ0004892_Regional Office Historical File Pre 2018 (2)F WAr9 Michael F. Easley, Governor OG William G. Ross Jr., Secretary ri3 1 North Carolina Department of Environment and Naturai Resources y Alan W. Klimek, P.E., Director Division of Water Quality Coleen H. Sullins, Deputy Director Division of Water Quality April 15, 2004 Mr. Sammy Thomas, Corporate Secretary First Baptist Church of Indian Trail 732 Indian Trail -Fairview Road Indian Trail, North Carolina 28079 Subject: Permit No. WQ0004892 Modification First Baptist Church of Indian Trail New Education & Gymnasium Buildings Wastewater Collection System Extension Union County, North Carolina Dear Mr. Thomas: In accordance with your application received on March 31, 2004, we are forwarding herewith Permit No. W00004892, dated April 15, 2004, to the First Baptist Church of Indian Trail for the construction and operation of the subject wastewater collection system extension. This permit shall be effective from the date of issuance until rescinded, shall void Permit No. WQ0004892 issued May 23, 1991, and shall be subject to the conditions and limitations as specified therein.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. The modification. includes the addition of approximately 431 linear feet of 8-inch gravity sewer, and the abandonment of the previously permitted 25-gallon per minute pump station and the 1,970 linear feet of 2-inch force main. Please pay particular attention to Permit Condition 3 which requires that the wastewater collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or any individual system -wide collection system permit issued to the Permittee. Permitting of this project does not constitute an acceptance of any part of the project that does not meet 1)15A NCAC 2H .0200; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum Design ,Criteria adopted February 12, 1996, as applicable; 3) and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable, unless specifically mentioned herein. Division approval is based on acceptance of the certification provided by a North Carolina -licensed Professional Engineer in the application. It shall be the Permittee's responsibility to ensure that the as -constructed project meets the appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board. Mooresville Regional Office Internet httpllh2o.enr.state.nc.us! 919 N. Main Street, Mooresville, NC 28115 Telephone (704) 663-1699 Fax (704) 663-6040 DENR Customer Service Center Telephone 1 877 623-6748 r r. Sammy Thomas age 2 pril 15, 2004 In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the First Baptist Church of Indian Trail for the continued operation of approximately 290 linear feet of 8-inch gravity sewer (and the abandonment of the 25-gallon per minute pump station and approximately 1,970 linear feet of 2-inch force main, constructed pursuant to the permit issued May 23, 1991, and in conformity with the project plan, specifications, and other supporting data subsequently filed and approved by the Department of Environment and Natural Resources (formerly the North Carolina Department of Environment, Health and Natural Resources) and considered apart of this permit); and for the construction and operation of approximately 431 linear feet of 8-inch gravity sewer to serve a church as part of the New Education & Gymnasium Buildings project; and the discharge of 3,300 gallons per day of collected domestic wastewater into Union County's Crooked Creek WWTP (NPDES No. NC0069841) existing sewerage system, pursuant to the application received March 31, 2004, and in conformity with 15A NCAC 2H .0200; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for the Fast - Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and other supporting data subsequently filed and approved by the Department of Environment and Natural Resources and considered a part of this permit. This permit shall become voidable unless the agreement between the First Baptist Church of Indian Trail and Union County for the collection and final treatment of wastewater is in full force and effect. If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This request must be in the form of a written petition, conforming to Chapter 150E 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 pemiit shall be final and binding. If you need additional information concerning this matter, please contact Sonja Williams at (704) 663-1699. Sincerely, /7 /2 - for Alan . Klimek, P.E. cc: Union County Health Department Mooresville Regional Office, Water Quality Section (WWTF Permit No. NC0069841) Wesley Sherrill, Site Solutions, PA Water Quality Central Files NDPU Files I NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES RALEIGH WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT This permit shall be effective from the date of issuance until rescinded and shall be subject to the following specified conditions and limitations: 1. This permit shall become voidable unless the wastewater collection facilities are constructed in accordance with the conditions of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and other supporting materials unless specifically mentioned herein. 2. This permit shall be effective only with respect to the nature and volume of wastes described in the application and other supporting data. 3. The wastewater collection facilities shall be properly maintained and operated at all times. The Permittee_ shall maintain compliance with an individual system -wide collection system permit for the operation and maintenance of these facilities as required by 15A NCAC 2H .0227. !f an individual permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H .0227: a. The sewer system shall be effectively maintained and operated at al! times to prevent discharge to land or surface waters, and any contravention of the groundwater standards in 15A NCAC 21_..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 (Le. 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. r This permit shall not be transferable. In the event there is a desire for the wastewater collection facilities to change ownership, or there is a name change of the Permittee, a formal permit request shall be submitted to the Division accompanied by documentation from the parties involved, and other supporting materials as may be appropriate. The approval of this request shall be considered on its merits and may or may not be approved. 5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater to the surface waters of the State. 6. Upon completion of construction and orior to operation of these permitted facilities, a certification, a copy of the construction record drawings, as well as supporting design calculations for any pump stations permitted as part of this project shall be received from a North Carolina -licensed Professional Engineer certifying that the facilities have been installed in accordance with this permit; 15A NCAC 2H .0200; the Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Main adopted June 1, 2000 as applicable; and other supporting materials. If this project is to be completed in phases and partially certified, you shall retain the responsibility to track further construction approved under the same permit, and shall provide a final certificate of completion once the entire project has been completed: A copy of the construction record drawings, indicating the facilities constructed in the phase being certified, shall be submitted with each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record Drawings," and one copy of the supporting design calculations to the Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. 7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the wastewater collection facilities. 8. Failure to abide by the conditions and [imitations contained in this permit; 15A NCAC 2H .0200; the Division's Gravity Sewer Design .Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an enforcement action by the Division, in accordance with North Carolina General Statutes §143- 215.6A through §143-215.6C. 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. r Noncompliance Notification: The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville Regional Office, telephone number (704) 663-1699, as soon as possible, but in no case more than 24 hours or on the next working day, following the occurrence or first knowledge of the occurrence of either of the following: a. Any,process unit failure, due to known or unknown reasons, that renders -the facility incapable of adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage or breakage, etc.; or b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters without treatment of all or any portion of the influent to such station or facility. Voice mail messages or faxed information is permissible, but shall not be considered -as the initial verbal report. Overflows and spills occurring outside normal business hours may also be reported to the Division of Emergency Management at telephone number (800) 858-0368 or (919) 733- 3300. Persons reporting any of the above occurrences shall file a spill report by completing Part 1 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 11 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 15th day of April, 2004. NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION for Alan W. Klimek .E., Director Division of Water uality By Authority of the Environmental Management Commission Permit Number WQ0004892 3 Fast Track Engineering Certification Permit No. WQ0004892 Modification April 15, 2004 Complete and submit this form to the permit issuing regional office with the following: • One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater 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 the New Education & Gymnasium Buildings, Union County project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials. North Carolina Professional Engineer's seal, signature, and date: SEND THIS FORM & SUPPORTING DOCUMENTATION WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS MOORESVILLE REGIONAL OFFICE 919 N. MAIN STREET MOORESVILLE NC 28115 The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any wastewater flow made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions. ACIC.APPCATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS z 0 1. la. USE THE TAE3 KEY TO MOVE FROM FIELD TO FIELD! Owner: First Baptist Church Of Indian Trail Full Legal Name (company, municipality, HOA, utility, etc. Application Number: (to be completed by DWQ) 4 1b. Sammy Thomas , Corporate Secretary Signing Official Name and Title (Please review 15A NCAC 2H ,0206(b) for authorized signing officials!) 1 c. The legal entity who will own this system 0 Individual 0 Federal 0 Municipality 0 State/County 0 Private Partnership Corp©ration 0 Other (specify): Cl 1 d. 732 Indian Tail -Fairview Road O Street Address If. North Carolina State z 0 a. z 0 2 0 LL z 1 h. 704-882-1005 Telephone Facsimile Project (Facility) Inormat)an: 2a. New Education & G mnasium Buildings_ Brief Project Name (permit will refer to this name) 3. Contact Person: 3a. Wesley E. Sherri 1 i. 704-882-4178 Name and Affiliation cif Someone Who Can Ans 3b. 704-943-3175 er r Cues Phone Number Project is 0 New of an existin 2. Owner is 0 Public (skip to hero B(3)) 2a. If private, applicant will be: Retaining Ownership (i,e. store, church, single office, etc.) or 0 Leasing units (lots, townhomes, etc. - skip to hem B(3)) 0 Selling units (lots, townhomes, etc. - go to ltem B(2b)) permit) Union County Public Works Owner of Wastewater Treatment Facility (iV 4a. Crooked Creek Wastewater Treatment Facilii Name of WWTF 5a, Union County Public Works 5b. 8" Receiving Sewer Size Permit Number o check all that apply): Private Indian Trail City lg. 28079 Zip Code ci E-mail 2b, Union County Where Project Is Located ons About this Application Wesley a@sitesolutionspa.corn E-mail Modification, Permit No.: WQ 0004892 go to Item 2(a)) 2b. If sold, facilities owned by a (must choose one) 0 Public Utility (Instruction III) 0 Homeowner Assoc./Developer (Instruction IV) ewater From This Project 4b, NC 0069841 Owner of Downstream Sewer The origin of this wastewater is. F) Treatin y O Residential Subdivision 0 Car Wash 0 Apartments/Condominiums 0Institution 0 Mobile Home Park 0 Hospital O School Church 0 Restaurant 0 Nursing Home 0 Office 0 Other (specify) WWTF Permit No. c, WQ 0020418 7. Volume of wastewater to be permitted in this project: 0 gallons per day known) 100 Domestic/Commercial % Industrial Other (specify): If the permitted flow is zero, 'indicate why: 0 Interceptor Line - Flow will be permitted is subsequent permits that connect to this li Flow has already been allocated in Permit No. WQ 0004892 0 Rehabilitation or replacement of existing sewer with no new flow expected 'A 02/03 ACK APPLICATION 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 B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than that in 15A NCAC 2H .0219(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). fl gpd (flow previously permitted) The purpose of this project private pump station. 4_ 10. Summary of Sewer Lines to be Permitted Size (inches) 8 to decommission and abandon the existing syPr 0 2ll ch additional sheets if necessary) Length (feet) 431 z Z 0 U ENTER TOTAL LINE LENGTH IN MILES 0.08 0 Gravity or Force Main (pull down menu) Gravity Gravity Gravity Gravity Gravity Gravity Gravity 11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary) Power Reliability Option Location ID Design Flow Operational Point (dual line feed, permanent generator w/ATS, 0 (as shown on plans) (MGD) GPM c@ TDH portable generator w/telemetry, wet well storage) u. z 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? Wetland/Stream Crossings - General Permit or 401 Certification? Yes ❑ No ❑ N/A Sedimentation and Erosion Control Plan? Yes ❑ No N/A Stormwater? ® 'Yes ❑ No ❑ N/A FTA 02/03 Z 0 F— Q IL co V) J 0 cn w H U D. CERTIFICATIONS CK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5 1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02103 (FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets asi 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. Location ID Name of on Map Waterbody County River Basin_ Waterbody Stream Waterbody Classification _ Index Submit the 8.5" x 11" topographic map as required in Instruction VI regardless of whether a classification is provided! 1. Applicant's Certification: 1, Sammy Thomas, attest that this application for First Baptist Church Indian Trail- New Education & Gymnasium Buildings has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that if al! 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 retumed 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 $25,000 per violation. la. Signing Official nature 2. Professional Eng eer's Certification: 1 attest that this application for Wesley E. Sherrill, P.E. 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 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 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 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. 1 2a. Wesley E. Sherrill Professional Engineer Name 2b. Site Solutions, P.A. Engineering Firm 2c. 2320 West Morehead Street Address 2d. Charlotte City 2e. NC 2f. 28208 State Zip 2g. 704-943-3175 2h. 704-521-8955 2i. Wesley@sitesolutionspa.com Telephone Facsimile E-mail Date q09«oaraaarcyo �� ya' CAR() , ••,. �sss yy7 � - . a 15471.1 a . GIN 4<< �i 6" a� reooe... �c. �1 svi zefAy. Seal, Signature & Date FTA 02/03 80°41400' w z- r•: 0 z 0 0 0 0 Ir cr. z 0 0 LSI 0 11) co 0 0 0_ 0 &a, 80°41.000' taitTN - ' • 5 . 4. • •'<>- *".• •,-'=, ,, • , ,00 .::::4. -- -- - J ' •-..:- ' ,,,,-. r' . S •+/,..li '' P.1 4*.:;;;.../ 1.... h.,1'." .7:;;:c" 1 .' 7=': . . 1M . •,:,, ' -'. \ -• ,."..'. ' 4 ''''. - ..://,.., , ''.• ,!,,,,...y,/ -. ..k. • ... ,,,,, 't r 1 .,:•• ' • - ' ' ' , f ..''• ' • ' c i c'• :7,. .7 _ ..• .-.•! . • •• ,.=;,:-..-).;• -- -;'.1" • '4''.• - ; •- ' L-7.••7^' ,...,, -_,a ..••••• .. \ / 80°40.000' W 80039.'000' W a MILL Printed from TOPOI 02001 licaiorti Geogralibic Holding (www.top0.050 TOPOI map printed on 03/24/04 from "North Carollna.tpo" and "Undtled.tpg" BO°40.000W 80°39.000 W WGS84 B0°313.000' W WGS84 80°38.000' W 35°07.000N 35°06.000' N SS°05.000' N 35°04.000' N pr UNION COUNTY PUBLIC WORKS DEPARTMENT Jon C. Dyer, P.E., Director March 29, 2004 Mr. Sammy Thomas First Baptist Church Indian Trail 732 Indian -Trail Fairview Road Indian Trail, N.C. 28079 Re: Sewer Treatment Capacity (&i 00 0 ¢6 2 rno 0/ 1= i ct4r 7'i o N Indian Trail First Baptist Church Dear Mr. Thomas: The purpose of this permit is to decommission and abandon the existing private pump station. No additional flow will be transmitted at time of permit however, Union County Public Works will continue to accept current flow to the Crooked Creek Wastewater Treatment Plant (NPDES permit number NC0069841) for treatment. This allocation is intended to serve the above mentioned project. If you have any questions please don't hesitate to call. Sincerely: on u liyer Director of Plic Works JCD/dsm 400 North Church St. . Monroe, North Carolina 28112-4804 . Phone: (704) 296-4210 . Fax: (704) 296-4232 Permit Number WQ0004892 Permit Tracking Slip 04/15/04 Program Category Non -discharge Permit Type Fasl Track Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions Primary Reviewer sonja.williams Permitted Flow 0 Facility Status Project Type In review Major modification Version Permit Classification Individual Permit Contact Affiliation Facility Name New Education & Gymnasium Buildings Location Address Owner Major/Minor Region Minor Mooresville County Union Facility Contact Affiliation Owner Name First Baptist Church Dates/Events Owner Type Non -Government Owner Affiliation Scheduled Orig Issue App Received Draft Initiated Issuance 05/23/91 03/31/04 Public Notice Issue Effective Expiration 4/i s/a4— Regulated Activities Requested/Received Events Child care facility Wastewater collection Outfall NULL Additional information requested Additional information received Waterbody Name Stream Index Number Current Class Subbasin