Loading...
HomeMy WebLinkAboutWQ0029491_Regional Office Historical File Pre 2018Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, A.E. Director Division of Water Quality November 4, 2005 Mr. Donald Duncan, City Manager Town of Troutman 400 North Eastway Drive Troutman, North Carolina 28166 Subject: Permit No. WQ0029491 Troutman Industrial Park Water & Sewer Extension Wastewater Collection System Extension Iredell County, North Carolina Dear Mr. Duncan: In accordance with your application received on November 1, 2005, we are forwarding herewith Permit No. WQ0029491, dated November 4, 2005, to the Town of Troutman 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 This permit shall be effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations as specified therein.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 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: (704) 663-1699 Fax: (704) 663-6040 Internet h2o.enr.state.nc.us Customer Service: 1-877-623-6748 An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10°% Post Consumer Paper No Carolina aturallj Mr. Donald Duncan Page 2 November 4, 2005 In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the Town of Troutman for the construction and operation of approximately 301 linear feet of 8-inch gravity sewer, 820 linear feet of 4-inch force main, and a 100 gallon per minute pump station with duplex pumps, on site audible and visual high water alarms, and an on -site generator with automatic transfer switch as part of the Charles Center Phase 2 project, and the discharge of 3,000 gallons per day of collected domestic wastewater into the Town of Troutman's existing sewerage system, pursuant to the application received November 1, 2005, 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. The sewage and wastewater collected by this system shall be treated in the City of Statesville WWTP (Third Creek NPDES No. NC0020591) 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, for Alan W. Klimek, P.E. cc: Iredell County Health Department Mooresville Regional Office, Surface Water Protection (WWTP Permit No. NC0020591) Douglas Dowell, Dowell and Company PC Surface Water Protection Central Files Marie Doklovic, 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 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 all times to prevent discharge to land or surface waters, and any contravention of the groundwaterstandards in 15A NCAC 21_ .0200 or the surface water standards in 15A NCAC 28 .0200. b. A map of the sewer system shall be developed and shall be actively maintained. c. An operation and maintenance plan shall be developed and implemented. d. Pump stations that are not connected to a telemetry system shall be inspected every day (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 28 .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 forma! 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 2H .0220, upon completion of construction and prior to operation of these permitted facilities, the completed Engineering Certification form attached to this permit shall be submitted with the required supporting documents to the address provided on the form. A complete certification is one where the form is fully executed and the supporting documents are provided as applicable. 7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the wastewater col[ection 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 28 .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. 2 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 I 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 II 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 4th day of November, 2005. NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION - for Alan W. Klimek, P(E., Director Division of Water Quality By Authority of the Environmental Management Commission Permit Number WQ0029491 3 Fast Track Engineering Certification Permit No. WQ0029491 November 4, 2005 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 ofthis 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. ENGINEERS 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 Charles Center Phase 2, lredell 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 SURFACE WATER PROTECTION 610 EAST CENTER AVENUE, SUITE 301 MOORESVILLE NC 28115 The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any wastewater flow made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions. PLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3 USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application byi completed Number: i G 0Z11-9 i :1. - - 'la. .- :1b. Q i • Ill . re 0 - I1d. 0 1 Z 11f. Z 2- 11 _" Q ... U 12. a' 'a I °a-13_ R3a. - _ - - _ _W Owner: Town of Troutman Full Legal Name (company, municipality, HOA, utility, etc.) Donald E. Duncan, Jr. - Towrt OanagPr Signing Official Name and Trtie (Please review 15A NCAC 2H .0206(b) for authorized signing officials!) c. The legal entity who will own this system is: t El Individual 0 Federal ® Municipality 0 State/County 0 Private Partnership El Corporation 0 Other (specify): i 400 North Eastway Dr Ile. Troutman Street Address 1City NC lg. 28166 State l Zsp Code h. 704-528-7800 I 1 i. 704-528-7605 !f 1 j. administrator@toymoftroutrnan.org Telephone I Facsimile ; E-mail Project (Facility) Information: a. Charles Center Phase 2 2b. Iredell Brief Project Name (permit will refer to this name) j County Where Project is Located Contact Person: Douglas L Dowell Jr - Dowell and Company PC _ Name and Affiliation of Someone Who Can Answer Questions About this Application i 3b. 704-660-9697 13c. Ieland7896@aoLcom Phone Number I E-mail - . = T ._. -,- __2a. -W Z _ < • ,� '4a. Li. . Z _ F • .':. -. m , - - -- ,- -- (of an existing permit) If Modification, Permit No.: s 1. Project is ►,� New ❑ Modification For modifications, attach a separate phase, changing line sizeilength, etc.). duplicate project information in B(7) sheet clearly explaining the reason for the modification (i.e, adding another Only include the modified information in this permit application - do not and B(1011) that has already been included in the original permit. ❑ Private (go to Item 2(a)) 2. Owner is ►�� Public (slip to lfem 8(3)) If private, applicant will be: 0 Retaining Ownership (i.e. store, church, single office, etc.) or 0 Leasing units (lots, townhomes, etc. - skip to Item B(3)) j 0 Selling units (lots, townhomes, etc - go to Item B(2b)) 2b. If sold, facilities owned by a (must choose one) 0 Public Utility (Instruction 111) 0 Homeowner Assoc./Developer (Instruction IV) ;'3. City of Statesville Owner of WastewaterTreatrnent Facility (VVWi'F) Treating Wastewater From This Project Third Creek I4b. NC 0020591 Name of WWTF WWTF Permit No_ i5a. Town of Troutman 5b. 8' 5c. Owner of Downstream Sewer Receiving Sewer Size Permit Number of Downstream Sewer (if ;mom) ',B. The origin of this wastewater is (check all that apply): ❑ Residential Su�nsion 0 Apartments/Condominiums ❑ Car Wash f i 100 % Domestic/Commercial I % industrial % Other s (specify): • Institution MIMobile Home Park ' ❑ Hospital . 0 School , ❑ Restaurant i ® Office 1, 1 Church 0 Nursing Home • Other (specify): 7. Volume of wastewater to be permitted in this project 2500 gallons per day 8. lithe permitted flow is zero, indicate i 0 Interceptor Line - Flow will be permitted why: is subsequent permits in Permit No. that conned to this line flow expected • Flow has already been allocated ❑ Rehabilitation or replacement of existing sewer with no new Ff'A 07/03 - Rev. 7 04/04 PLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4 = ,•_ _ - 9. Provide the wastewater flow calculations used in determining the permitted flow in aaoordance with 15A NCAC 2H .0219(I) for Item B(7) or the design flow for Iine or pump station siting 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 Dhrision of Water Quality, Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 in accordance with 15A NCAC 2H .0219(1)(3)_ 5 lots x 20 employees x 25 gpd = 3000 gpd 10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary) Size (inches) Length 820' Gravity or Force Main (feet) (use the pull dawn menu) 4' Force Main _= , ` . T ^ 301' i Gravity Q { { ENTER TOTAL LINE LENGTH IN MILE 021 11. Summery of Pump Stations to be Permitted (attach additional sheets F =(� : 1i = as necessary) , Location ID i (self chosen -as shown on ? Design Flow', Operational Point plans for cross-reference) i (MGD) 1 GPM @ TDH Power Reliability Option (1- dual line feed; 2- permanent generator w1ATS; 3- portable generator w►telemetry; 4-wet well storage) self chosen .0345 100 gym ) 50' 2 =:1 .. -t. w -` - -- eci.� ,- : "- - -_ " 12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force Mains (tartest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable? ® Yes 0 No If no, please reference the pertinent minimum design criteria or regulation and indicate why a variance is requested: SUBMIT'1wo CORES OF PLANS SPECIFICATIONS OR CALCULATIONS PERTLNFNT TO THE VARIANCE WITH YOUR APPLICATI 13. Have the following permits/oedifications been submitted for approval? Welland/Stream Crossings - General Permit or 401 Certification? Sedimentation and Erosion Control Plan? Stormwater? • Yes • No 0 N/A Yes ❑ No 0 WA ❑ Yes ❑ No WA TA 02101 - Rev. ? 04/(14 PLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5 F. _ _ - a - Z I (""' - -'Q 0 , '1 1 COO KA.map STREAM CLASSIFICATIONS FOR FORM FTA 02103 classification data below (attach additional sheets as the appropriate Division of Water Quality 1. Use the Division's guidance document entitled, "DETERMINING (FAST -TRACK SEWER SYSTEMS)" to collect and record the stream necessary). This document is available from our web site or by contacting regionat 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, not depend on wet well storage as a power reliability ■ A Stream Classification is not needed because the design does option for any pump station near a Class C down slope waterbody. Location ID on Map ' (self chosen - as storm on ; Name of for cross-reference) Waterbody County ! Waterbody Stream Waterbody River Basin L Index i Classification `V 1 _W -:. -= T. 1 Weathers Creek • Iredell Yadkin 12-108-21-3-1 C Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI regardless of whether a classification is provided! - _ _= _ - _ __ - • _-1a. -s - - ;- = ''_._,' rr-ui. Z- `-_-I _Q_- - i °, ,. I, -, t3 -- U.. -, -- � .. -1 ' -, ... C _. J " .. W (� . . - ' . - _a _ ' _ • - - _ .I - _ _ _ - - :) 1. Applicant's Certification: 1,Donald E • Duncan 'Jr, attest that this application for Charles Center Phase 2 has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that if atf 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 accorrfance with North Canofina General Statutes 143-215.6A and 143-2/5.6B, any person who knowingly makes any false statement, representation, or cerificakon in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000 as welt as civil allies up to $25, r violation_ . • 0q-78-O5 igning ignature " nature Date y t9 2. Professional Engineer's Certification: 1 attest that This applicafion for Charles Center Phase 2 has been reviewed by me and is accurate, complete and consistent •with •the information •in •the engineering plans, calculations, and ell othersupp�g documentation to the best of my knowledge_ I hi/there/test giatto 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 loathe Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance. Although certain aliens of this submittal mayhave been developed byother professionals, inclusion of these materials under my po package �P� signature and seal signifies that ! 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 143-21. SB, any person who knowingly makes any false statement, representation, or certification in any application shall be guilty of a Gass 2 misdemeanor which may include a fine not to exceed $10,000 as wen as dvil penalties up to $25,000 per violation. a Douglas L Dowell Jr ��, �,,� ,'"' a C ~" w °ain..,,, ,,Roy ; ,,,•�QQ,O FESS ' 2 i _ ioy� ;d= SER r- i i 1 0 o g.. ii = `;Fjf r . °,,?r �(,,', NE..00 ER ��; 11 i, Sian & �u/al- Professional Engineer Name ` 2b. Dowell and Company PC Engineering Firm r, c. po box 3504 r Address i Zd. Mooresville 2e. NC 2f. 28117 City State i Zip 22g. 704-660-9697 2h. 704-664-5177 '2i. leland7896@aotc:om ' Telephone Facsimile E-mail , FTA fl2101 - Rev_ 2114/64 SHEPHERDS QUADRANGLE NORTH CAROLINA 7.5 MINUTE SERIES (TOPOGRAPHIC) 521 STATESVILLE 9 M1..=48Ip000 FEET 1 80' 4� STATESVILLE 7 MI. TROUTMAN 0.9 MI. Ili Permit Number WQ0029491 t Central Files: APS SWP 11/04/05 Permit Tracking Slip Program Category Status Project Type Non -discharge In review New Project Permit Type Version Gravity Sewer Extension, Pump Stations, & Pressure Sewer A Extensions Primary Reviewer dee.browder Permitted Flow 3000 Facility Facility Name Charles Center Phase 2 Location Address Owner Permit Classification Individual Permit Contact Affiliation Major/Minor Region Minor Mooresville County Iredell Facility Contact Affiliation Owner Name Owner Type Town of Troutman Government - Municipal Owner Affiliation Elbert PO BOX 26 Troutman Dates/Events Richardson NC 281660026 Orig Issue App Received 11/01/05 Regulated Activities Commercial or Industrial, other Wastewater collection Outfall NULL Draft Initiated Scheduled Issuance Public Notice issue Effective Expiration Requested/Received Events Additional information requested Additional information received Waterbody Name Stream Index Number Current Class Subbasin NaV-01-2005 TUE 02:14 PM .Nov 01 05 Oi: 43p WasteWater P. 002 704137en555 p.. 1 (1Iit of trtttYesuille . ®. Uax 111I • PIPtateouitiz. Nardi uraiinn ailtao7 November 1, 2005 Dowell & Company P.O.Box 3504 Mooresville, NC 281.17 Re: Flow Acceptance For Charles Center Phase 2 Dear Mr. Dowell, We have reviewed your request for flow acceptance. The City of Statesville has adequate capacity to accept 3,000 gallons per day (GPD) of wastewater from the referenced project. We understand the discharge will be domestic waste. The receiving facility is the Third Creek Wastewater Treatment Plant, permit number NC0020591. Please be advised that this acceptance in. no way waives or exempts property owners or occupants from any part of the City of Statesville, Sewer Code Ordinance, including section(s) dealing with pre-treatment unless such waiver or exemption is approved by the City Council, If you have any additional question or need any additional information, please contact me at 704.878.3438 Sincerely, Joe Hudson, Director Water Resources cc: Rob Rites Wayne Lambert Jeff Carty File