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HomeMy WebLinkAboutWQ0022831_Regional Office Historical File Pre 2018Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Enwonment and Natural Resources Alan W. Klimek, P.E., Director Division of Water Quality Coieen H. Sullins, P.E., Deputy Director Division of Water Quality July 16, 2003 Mr, Barry Webb, City Manager City of Belmont P.O. Box 431 Belmont, North Carolina 28012 Subject: Permit No. WQ0022831 City of Belmont West Outfall Sewer Replacement Wastewater Collection System Extension Gaston County Dear Mr. Webb: In accordance with your application received on June 06, 2(03, we are forwarding herewith Permit No. WQ0022831, dated July 16, 2003, to the City of Belmont 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 This permit shall be effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations as specified therein.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 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 919 N. Main Street, Mooresville, NC 28115 Internet http://h2oenr,state,nc.ust Telephone (704) 663-1699 Fax (704 6 it LTA N`ZDENR DENR Customer Service Center Telephone 1 877 623-6748 Mr. Barry Webb Page 2 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 Belmont for the construction and operation of approximately 313 linear feet of 8- inch gravity sewer, and approximately 750 linear feet of 15-inch gravity sewer to serve a residential subdivision as part of the West Outfall Sewer Replacement project, with no additional wastewater contribution to the City of Belmont's WWTP (NPDES No. NC0021181) existing sewerage system, pursuant to the application received June 06, 2003 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. 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 permit shall be final and binding. If you need additional information concerning this matter, please contact Sonja Williams at (704) 663-1699. Sincerely, . 2. for Alan W. Klimek, P.E. cc: Gaston County Health Department Mooresville Regional Office, Water Quality Section (WWTF Permit No. NC0021181) Mark Mulder, ARCADIS G&M of NC, Inc. Water Quality Central Files NDPIJ Files 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 Perrnittee 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. If 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 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 prior to January 1, 2004 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. 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. Upon completion of construction and prior 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 limitations 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. 11. Noncompliance Notification: The Permittee shall report by telephone to 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. Persons reporting such occurrences by telephone shall also file a written report in letter form within five days following first knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to ensure that the problem does not recur. Permit issued this the 16th day of July, 2003. NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION for Alan W. KiigWek, P.E., Director Division of Water Quality By Authority of the Environmental Management Commission Permit Number WQ0022631 Pr gram Category Non -discharge Permit Type ®r Gravity Sewer Extension, Pu Extensions Primary Reviewer sonja®wiliiarns Permitted Flow 0 Facility Facility Name West Outfall Surer Replacement on Address Owner Pre u Sewer Pennit Tracking i p tatus ct Type in review New Project Version Permit Clas ifi ation individual Permit Cont et Affiliation Faculty Cant Region Mooresville County Gaston Af anon Owner Name City of Belmont Date ue App Received 06106/03 Re ated Acta sues Subdivision ottall Waterbody N e Scheduled ad lecheries Owner Type Government - Muni P Owner Affiliation Barry Webb PO Box Belmont Public Notice irides Number NC Redue eceied Events nested Additions Additional inf att ceivo i Current Class Subbasin "AY 0 THE 'R©ER. OF City of Bell ont 5 N. Main Sheet P.O. Box 431 B lr1�s �r t, NC. 28012 (704) 825-5586i PAY ""400 DOLLARS AND NO CENTS"" NCDENR 919 N MAIN STREET ATTN: REX_GLEASON MOORESV,ILLE, NC 2811 w&otaa i. WACOOVIA HANK 8'MIJST COMPANY, N,A, 3ELMONT, WC.2W12 bATL KNO. 034479 NCK AMOUNT !THIS DISBtrfSFMENT HAS BEEN Ar'f'ROVED AS REUUIBED BY' 1 HE 1,°CAL GOVERN EN r BUDGET" AND FISCAL CONTROL ACT. 000 344 1#f '.0 5 3000 L8 31: 0 L0 2 2000Go FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE [MAINS PAGE 3 . . Application Number: USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! (to be completed by DWQ) a Do 2 a E3 3 1, Owner: la: City of Belmont_ Full Legal Name (company, municipality, HOA, utility, etc.) lb. Bar VVebb, Cit Mane e Signing Official Name and Title (P ease review A NCAC 2H .0206(b) for authorized signing officials!) lc. The legal entity who will own this system is: Ej Individual Ej Federal Z Municipality Ej State/County El Private Partnership 0 Corporation Ej Other (specify): LL ld, P,O. Box 431 0 Street Address Z lf North Carolina State Belmont City 1g, 28102 Zip Code 1 h. 704-825-5586 11. 704-825-0514 1j. Telephone Facsimile 2. Project (Facility) information: 1111111•111 .J 2a West Outtall Sewer Replacement Briet Project Name (permit will refer to this name) < 3 Contact Person.. E-mail 2b, Ga5n County Where Project is Located 3a. Mark Mulder - ARCADIS Design Engineer for the Project Name and Affiliation of Someone Who Can Answer Questions About this Application 3b, 704-752-4258 3c. mmulder@arcadis-us.corn Phone Number E-mail 1. Project is ES1 New El Modification (of an existing permit) If Modification, Permit No,: 2. Owner is Public (skip to Item 8(3)) El Private (go to Item 2(a)) 2a, If private, applicant will be: 2b. If sold, facilities owned by a (must choose one) El Retaining Ownership (i.e. store, church, single office, etc ) or 0 Leasing units (lots, townhomes, etc. - skip to Item 8(3)) El Selling units (lots, townhomes, etc. - go to Item B(2b)) Z 3. City of Belmont Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project Ej Public Utility (Instruction III) L] Homeowner Assoc./Developer (Instruction IV) 4a, Belmont Wastewater Treatment Facility 4b, NC0021181 Name of WWTF WWTF Permit No. I , 0 5a. City of Belmont 5b. 15-inches '5c, Owner of Downstream Sewer [ Receiving Sewer Size Permit Number of Downstream Sewer (if known [ 6. The origin of this wastewater is (check all that apply): Residential Subdivision ID Apartments/Condominiums Lill Mobile Home Park 1:3 School Ei Restaurant Office LI Car Wash El Institution Li Hospital Ell Church CI Nursing Home El Other (specify): 7. Volume of wastewater to be permitted in this project: 0 gallons per day Dorriestic/Commercial % Industrial % Other (specify): 8. If the permitted flow is zero, indicate why: Interceptor Line - Flow will be permitted is 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 FAST -TRACK APPLICATION for GRAVITY SEWERS,.PLTMP STATIONS. AND FORCE MAINS PAGE 4 Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H .0219(I) 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). 10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary) Gravity or Force Main Size (inches) Length (feet) (use the pull down menu) 8 313 Gravity 15 750 Gravity Lu z 0 11 Summary of Pump Stations to be Permitted (attach additional sheets as necessary) Location ID Power Reliability Option self chosen - as shown on Design Flow Operational Point (1- dual line feed; 2- permanent generator w/ATS; 3- cc ENTER TOTAL LINE LENGTH IN MILES 0.2 plans for cross-reference) (MGD) GPM TDH portable generator w/telemetry; 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? Z Yes D No It 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? El Yes D No N/A Sedimentation and Erosion Control Plan? LJ Yes Z No LJ N/A Stormwater? Z Yes [11 No N/A FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STAT ONS, AND FORCE MAINS PAGE 5 1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03 (FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality regional office (see instructions for addresses) OR indicate the following: 0 A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope waterbody: AND, E] A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability option for any pump station near a Class C down slope waterbody. Location ID on Map (self chosen - as shown on Name of Waterbody Stream Waterbody map for cross-reference) Waterbody County River Basin Index Classification West Outfall Site Stowe Branch Gaston Catawba 11-127 C 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, Barry Webb, attest that this application for West Duffel! Sewer Replacement 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 143-215.6B, 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 o $2ffi00 per violation. gS g Signature ProfessionalEngineer's Certification: I attest that this application for West Duffel! Sewer Replacement 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. I 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 143-215.68, 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. 2a. Mark A. Mulder Professional Engineer Name 2b. ARCADIS G&M of North Carolina, Inc. Engineering Firm 2c. 15800 John J. Delaney Drive Address 2d. Charlotte 2e. NC 2f. 28277 City State Zip 2g. 704-752-4258 2h. 704-752-0271 2i, mmulder@ a rcadis-us,corn Telephone Facsimile E-mail Seal, Signature & Date 081 ° 02' 00.00° W . 081° 02', 0 00" W 081 i11 ° #10.09" W O8"t 01 " 0.00" W Name: BELMONT Date: 5/29/2003 Scale: 1 inch equals 2000 feet Location: 035° 14' 05.8" N 081° 01' 50.8" W Caption: West Outfall Site Copmnght (C) 1997, Maptech, Inc