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HomeMy WebLinkAboutWQ0022628_Regional Office Historical File Pre 2018Michael F. Easley, Governor Wiliam G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E., Director Division of Water Quality May 16, 2003 Russell G. Colbath, Director of Water Resources City of Monroe PO Box 69 Monroe, NC 28111 Subject: Permit No. WQ0022628 City of Monroe Hwy 200 Multifamily Development Wastewater Collection System Extension Union County Dear Mr Colbath: In accordance with your application received April 14, 2003, we are forwarding herewith Permit No. WQ0022628, dated May 16, 2003, to the City of Monroe 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 This permit shall be effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations as specified therein.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; and 3) 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. Ag*Q NCDENR Mooresville Regional Office 919 N. Main Street, Mooresville, NC 28115 Internet http://h2o.enr.state.nausl Telephone (704) 663-1699 Fax (704) 663-6040 DENR Customer Service Center An Equal Opportunity Action Employer Telephone 1 800 623-7748 . 50% recycled/10% post -consumer paper City of Monroe 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 Monroe for the construction and operation of approximately 1945 linear feet of 8-inch gravity sewer to serve a 54 three bedroom unit residential facility as part of the Highway 200 Multifamily Development project, and the discharge of 19440 gallons per day of collected domestic wastewater into the City of Monroe's existing sewerage system, pursuant to the application received April 14, 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 1506 of North Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714, Unless such demands are made, this permit shall be final and binding, If you need additional information concerning this matter, please contact Dee Browder at (704) 663-1699, Sincerely, for Alan W. Klimek, P.E. cc: Union County Health Department Mooresville Regional Office, Water Quality Section (W'N F Permit No, NC002.4333) R.D. Davis Consulting Engineers Water Quality Central Files NDPU 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 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. 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 al! 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 (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. 1 4. This permit shall not be transferable. In the event there is a desire for the wastewater collection facilities to change ownership, or there is a name change of the Permittee, a formal permit request shall be submitted to the Division accompanied by documentation from the parties involved, and other supporting materials as may be appropriate. The approval of this request shall be considered on its merits and may or may not be approved. 5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater to the surface waters of the State. 6. 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. 2 Persons reporting such occurrences b} to:lephone 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 161h day of May 2003. NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION for Alan W. KIi , P.E., Director Division of Water Quality By Authority of the Environmental Management Commission Permit Number WO0022628 3 05/16/03 Permit Number WQ0022628 Permit Tracking Slip Program Category Status Project Type Non -discharge In review New Project Permit Type Fast Track Version Permit Classification Gravity Sewer Extension, Pump Stations, & Pressure Sewer Individual Extensions Primary Reviewer dee.browder Permitted Flow 19440 Facility Permit Contact Affiliation I42 k`1- M1u+ 5f 1b1 DS Facility Name Hwy 200 Multifamily Development Location Address Owner MajorlMlnor Region Minor Mooresville County Union Facility Contact Affiliation Owner Name Owner Type City of Monroe Government - Municipal Owner Affiliation Russell Colbath Post Office Box 69 Monroe Dates/Events NC 28111 Scheduled Orig Issue App Received Draft Initiated Issuance 04/14/03 Public Notice Issue Effective Expiration Regulated Activities Reguested/Received Events Apartment complex Additional Information requested Condominium Additional information received Outfall NULL Waterbody Name Stream Index Number Current Class Subbasin April 11, 2003 D. Rex Gleason, PE NCDENR-DWQ Non -Discharge Permit 919 N Main Street Mooresville, NC 2811 CITY OF MONROE g Unit Re: Gravity Sewer Extensio Dear Mr. Gleason:: P.0. BOX 69 • MONROE, NORTH CA Ht 1NIA 28111-0069 PHONE 704-282-4511 = FAX 7O4.283-9O96 nor Highway 200 Multifamily Development: APR 1 4 2003 WATr- .. Please find enclosed one original and two copies of a gravity sewer extension East track application along with an 8 5" x. 11" topographic map highlighting the area for the Highway 200 Mualt` Development. Also enclosed is a cheek for the $400.00 application fee. The City's Standard Specifications for Sanitary Sewer will be used. Please call me at (704) 282-4615 if you have any additional questions or concerns. Respectfully, niter P. Hornberg:er, Water Resources En Mr. Russ Colbath, P.E. Mr. Duane Wingo, P.E. Ms. Crystal Outlaw, E.1. Mr. Jim. Loyd, P.E. Mr. Randy Griffin. Mr. Phil St. Martin File: 02-62 (42) T NS\ 23"a -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 1 USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number: (to be completed by DWQ) VV Q 0022 t720 1. Owner: la. City of Monroe Full Legal Name (company, municipality, HOA, utility, etc.) z 1 b. Russell G. Colbath, Director of Water Resources 0 Signing Official Name and Title (Please E'"' lc. The legal entity who will own this system review 15A NCAC 2H .0206(b) for authorized signing officials!) is: ❑ State/County ❑ ■ Individual ■ Federal ►l Municipality 2Ce 'Id. P.O. Box69 Private Partnership ■ Corporation 11e. Monroe ■.Other (specify) 0 Street Address City Z I1f. NC lg. 28111 z : State 283-6492 I Zip Code 1h. (704) 282-4601 li. (704) 11j. rcolbath@monroenc.org ~ Telephone Facsimile ! E-mail 0 2. Project (Facility) Information_ J 2a. Hwy 200 Multifamily Development 2b. Union a a Brief Project Name (permit will refer to this name) County Where Project is Located < 3. Contact Person: Q 3a. Brad Smith - Engineer Name and Affiliation of Someone Who Can Answer Questions About this Application !3c. RDDAVIS@CAROLINA.RR.COM 3b. 704-821-7760 Phone Number f E-mail (of an existing permit) If Modification, Permit No.: 1. Project is ® New ■ Modification 2. Owner is ® Public (skip to Item B(3)) (go to Item 2(a)) ■ Private 2a. If private, applicant will be: church, single office, etc.) etc. - skip to Item B(3)) - go to Item B(2b)) 12b. If sold, facilities owned by a (must choose one) (Instruction III) Assoc./Developer (instruction iv) • Retaining Ownership (i.e. store, ! ■ Public Utility ❑ Leasing units (lots, townhomes, ❑ Selling units (lots, townhomes, etc. ■ Homeowner Z :3. City of Monroe Owner of Wastewater Treatment Facility ('MNTF) Treating Wastewater From This Project Q 4a. Monroe WWTP 4b. NC0024333 1 Name of WWTF I WWTF Permit No. LL 0 5a. CITY OF MONROE 5b. 8" c. Owner of Downstream Sewer Receiving Sewer Size 1 Permit Number of Downstream Sewer Z Z 6. The origin of this wastewater is (check all that apply): 1 � E ❑Residential Subdivision � ❑Car Wash W , ® Apartments/Condominiums ! D institution W ElMobile Home Park E ElHospital11. 100 % Domestic/Commercial %Industrial ■ School • Church % Other (specify): m . ❑ Restaurant • Office ❑ Nursing Horne • Other (specify): 7. Volume of wastewater to be permitted in this project: 19440 gallons per day 8. If the permitted flow is zero, indicate why: is subsequent in Permit No. permits that connect to this line new flow expected • Interceptor Line - Flow will be permitted • Flow has already been allocated 1 ❑ Rehabilitation or replacement of existing sewer with no PTA 07/01 TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 2 0 U Z 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(I)(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). 54 UNITS X 3 BEDROOMS/UNIT X 120GPD/BEDROOM = 19440 GPD 10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary) - �- - Size (inches) Length (feet) 8" 1945 Gravity or Force Main (pull down menu) Gravity Gravity Gravity Gravity Gravity Gravity ENTER TOTAL LINE LENGTH IN MILES 0.37 Gravity Q 11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary) E Power Reliability Option ...np )-.-..-.— __ @......... ........_p- _9 a_ generator re Location ID i Design Flow Operational Point (dual line feed, permanent O (as shown on laps (MGD)GPM TDH portable generator wla----- ler, wet well storage) LL Z, re W 0- 12. Does the sewers sys- tem comply with the Minimum y p y um Design Criteria for the Fast Track Permitting of Pump Stations and Force m 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 ❑ NIA Stormwater? ® Yes ❑ No ❑ N/A FTA 0411 =TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, ANFORCE MAINS PAGE 3 z 0 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: Q A Watershed Classification is not needed because all parts of the project are at least 100 feet away from any down slope waterbody; AND, © A Watershed 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 BEAVER DAM T E rPPFK Waterbody Stream Waterbody County River Basin Index Classification UNION YADKIN 13-17-36-3 WS-IV Submit the 8.5" x 11" topographic map as required in Instruction VI regardless of whether a class' 1, Applicant's Certification: 1 attest that this application for Hwy 200 Multifamily Development 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 $10,0t10 as well assr ? t nalties up to $25,000 per violation. Signing Official Signature Professional Engineer's Certification: I attest that this application for HIGWAY 200 MULTIFAMILY DEVELOPMENT 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 143-215,6B, 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, tion is provided! 2a. BRADLEY W SMITH Professional Engineer Name 2b. RD DAVIS CONSULTING ENGINEERS Engineering Firm 2c, 323 N INDIAN TRAIL ROAD Address 2d. INDIAN TRAIL City 2g. 704 821 7760 2h. 704 821 f Telephone Facsimile 2e, NC State 2i. RDDAVIS@CAROLINA.RR,C YIhA Date FTA n2/01