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HomeMy WebLinkAboutWQ0034122_Application (FTSE)_20090608J NCDENR lardi Laserfiched North Carolina Department of Environment and Natural Resources Division of Water Quality Beverly Eaves Perdue Coleen H. Sullins Dee Freeman Governor Director Secretary Sprunt Hill, Assistant Superintendent Wayne County Schools Board of Education Wayne County Public Schools 2001 East Royall Avenue Goldsboro. NC 27533 Dear Mr. Hill June 8, 2009 Subject Permit No. WQ0034122 Wayne County Schools Board of Education Brogden Primary School Sewer Wastewater Collection System Extension VVayne County In accordance with your application received June 1, 2009, we are forwarding herewith Permit No. W00034122, dated June 8, 2009, to Wayne County Schools Board of Education for the construction and operation of the subject wastewater collection system extension. This permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions and limitations as specified therein. This cover letter shall be considered a part of this permit and is therefore incorporated therein by reference. Please pay particular attention to Permit Condition 3, which requires that the wastewater collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any individual system- wide collection system permit issued to the Permittee. Permitting of this project does not constitute an acceptance of any part of the project that does not meet 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria adopted February 12. 1996 as applicable: 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. 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 Wayne County Schools Board of Education for the construction and operation of approximately 386 linear feet of 6-inch gravity sewer to serve 701 students as part of the Brogden Primary School Sewer project, and the discharge of 1,402 gallons per day of collected wastewater into the City of Goldsboro's existing sewerage system, pursuant to the application received June 1, 2009. and in conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12. 1996 as applicable; the Division's Minimum Design Criteria for the Fast - North Carolina Division of Water Quality 943 Washington Square Mall Washington, NC 27889 Internet' www.ncwaterquality.oro Phone: (252) 946-6481 FAX' (252) 946-9215 An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper NorthCarolina Naturally 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 Goldsboro Wastewater Treatment Facility (NPDES Permit No. NC0023949) prior to being discharged into the receiving stream. This permit shall become voidable unless the agreement between Wayne County Schools Board of Education and the City of Goldsboro 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 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 Thom Edgerton at (252) 948- 3955 or via E-mail at thom.edgerton(a�ncdenr.goV. incerely, it- Cali CCU r-- Fo Coleen H. Sullins cc: Wayne County Health Department Washington Regional Office, Surface Water Protection Section (City of Goldsboro Collection System) Steven J. Miller, PE (CLH Design, PA, 400 Regency Forest Drive, Suite 120, Cary, NC 27518) City of Goldsboro (214 N. Center St., PO Drawer A, Goldsboro, NC 27533-9701 Water Quality Central Files PERCS (formerly 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: This permit shall become voidable unless the wastewater collection facilities are constructed in accordance with the conditions of this permit: 15A NCAC 27; 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. This permit shall be effective only with respect to the nature and volume of wastes described in the application and other supporting data. The wastewater collection facilities shall be properly maintained and operated at all times. The Permittee shall maintain compliance with an individual system -wide collection system permit for the operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T .0403: a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to land or surface waters, and any contravention of the groundwater standards in 15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200. b. A map of the sewer system shall be developed and shall be actively maintained. c. An operation and maintenance plan shall be developed and implemented. d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365 days per year). Pump stations that are connected to a telemetry system 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. 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. 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. Per 15A NCAC 2T.0116, upon completion of construction and prior to operation of these permitted facilities, the completed Engineering Certification form attached to this permit shall be submitted with the required supporting documents to the address provided on the form. A complete certification is one where the form is fully executed and the supporting documents are provided as applicable. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the wastewater collection facilities. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T, the Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast - Track Permitting of Pump Station and Force Mains adopted June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an enforcement action by the Division, in accordance with North Carolina General Statutes §143-215.6A through §143-215.6C. 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 a water quality staff member at the Washington Regional Office. telephone number 252-946-6481, 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 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. 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. Voice mail messages or faxed information shall not be considered as the initial verbal report. Persons reporting any of the above occurrences shall file a spill report by completing and submitting Part I of Form CS-SSO (or the most current Division approved 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. 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. 12. Gravity sewers installed below the minimum required slope per the Division's Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until corrected. If there is an unforeseen obstacle in the field where all viable solutions have been examined, a slope variance can be requested from the Division with firm supporting documentation. This shall be done through a permit modification with fee. Such variance requests will be evaluated on a case -by -case basis. Resolution of such request shall be evident prior to completing and submitting the construction certification. Permit issued this the eighth day of June, 2009 NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION i . 1 "-t For Coleen H. Sullins, Director Division of Water Quality By Authority of the Environmental Management Commission Permit Number WQ0034122 Permit No. WQ0034122 June 8, 2009 ENGINEER'S CERTIFICATION Complete and submit this form to the permit issuing office (address below) with the following: • One copy of the project record drawings (plan/profile views and detail drawings of sewer lines) of the wastewater collection system extension. Final record drawings should be clear on the plans. Record drawings should indicate the design and the marked up changes during construction. • 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. Modifications should be submitted prior to certification. 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 Brogden Primary School Sewer. Wayne County project, consisting of 386 linear feet of 6-inch gravity sewer to serve 701 students for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance of this permit; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials. North Carolina Professional Engineer's seal, signature, and date: SEND THIS FORM & SUPPORTING DOCUMENTATION WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS NORTH CAROLINA DIVISION OF WATER QUALITY WASHINGTON REGIONAL OFFICE — SURFACE WATER PROTECTION SECTION ATTN: REGIONAL SUPERVISOR 943 WASHINGTON SQUARE MALL WASHINGTON, NC 27889 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. CLH design, p.a. MacGregor Park, 125 Edinburgh South, Suite 310 Cary, North Carolina 27511 Phone: (919) 319-6716 Fax: (919) 319-7516 Email clhdesign@clhdesignpa.com LETTER OF TRANSMITTAL To: Al Hodge 0 9 29-May-09 Company: Address: NC-DENR Washington Regional Office -Department of Water Quality 943 Washington Square Mali City, State Zip: Washington, NC 27889 Phone: Fax: Method: Subject: ❑ Prints ❑ Reports UPS Ground Brodgen Primary School ❑ Originals ❑ Copy of Letter CLH Project Number: 08-148 ❑ Specifications ® Applications ❑ Submittals ® Other: Fee We are sending you the following items: No. of Copies Date • 1 29-May-09 Description FTA Form • 1 Check • • • FTSE Brogden Pump Station FTSE Genoa Pump Station FTSE City of Goldsboro Water Reclamation Facility • • • Additional Remarks: Enclosed is all of the information to review our application Gravity Sewer. Please feel free to contact me with questions or clarifications at919-319-6716 x 4007 Best Regards, Terry Naranjo --'7 Signed 1 L cc: File 08-148 permit State of North Carolina Department of Environment and Natural Resources Division of Water Quality FAST -TRACK APPLICATION (FTA 12/07 ver5) for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS (Pressure & Vacuum sewer systems are not to be included as part of this application package) INSTRUCTIONS: Indicate that you have included/addressed the following list of required application package items by checking the space provided next to each applicable item. Failure to submit all required items will lead to your application being returned as incomplete. Forms are available from the web site or by calling the Regional Office serving your county: http://h2o. enr. state. nc. us/percs/Collection%20Systems/CollectionSystemApplications. html ® A. Application Form - Submit one original and one copy of the completed and appropriately executed application form. The application should include a project narrative describing the final build -out design (i.e. system and/or pump station to ultimately serve 500 homes, but flow for only 100 homes being requested now). For modifications, clearly explain the reason for the modification (i.e. adding another phase, changing line size/length, etc.). Only include the modified information in this permit application - do not duplicate project information that has already been included in the original permit. Any changes to this form will result in the application being returned. The Division of Water Quality (Division) will only accept application packages that have been fully completed with all applicable items addressed. You do not need to submit detailed plans and specifications unless you respond NO to Item B(13). Separate applications should be made for non-contiguous sewer systems. ® B. Application Fee - Submit a check in the amount of $480 made payable to: North Carolina Department of Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal. ❑ C. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN) which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities Commission's Public Staff that states that an application for a franchise has been received, that the service area is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the CPCN or letter must match that provided in Item A(2)a of this application. ❑ D. Operational Agreements — Submit one original and two copies of a properly executed operational agreement, as per 15A NCAC 02T .0115, if the application is submitted by a private applicant and will be serving residential or commercial lots (e.g., houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If the applicant is a home or property owner's association, use Form HOA 02/03. If the applicant is a developer, use Form DEV 02/03. EVEN IF THE PROJECT MAY BE TURNED OVER TO A MUNICIPALITY UPON COMPLETION, FORM DEV 02/03 IS REQUIRED. E. Downstream Sewer, VWVTF Capacity and Flow Tracking/Acceptance — FORM FTSE 10/07 (Flow Tracking/Acceptance for Sewer Extension Permit Applications) is required with every application. The applicant (and owners of downstream sewers, pump stations and/or treatment facilities submitting FORM FTSE-10/07) certifies that the addition of the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving treatment plant, and that the flow from this project will not cause capacity related sanitary sewer overflows or overburden any downstream pump station en route to the receiving wastewater treatment plant. Where the applicant is not the owner of the downstream sewer, submit two copies of FORM FTSE 10/07 from the owner of the downstream sewer and owner of the WWTF, if different. The flow acceptance indicated in FORM FTSE-10/07 must not expire prior to permit issuance and must be dated less than one year prior to the application date. Submittal of this application and FORM FTSE-10107 indicates that owner has adequate capacity and will not violate G.S. 143-215.67(a). Intergovernmental agreements or other contracts will not be accepted in lieu of project -specific FTSE 10/07. • F Map — Submit an 8.5-inch by 11-inch COLOR copy of a USGS Topographic Map of sufficient scale to identify the entire project area and the closest surface waters. Each map or maps must show the location of the sewer line and pump stations and be of reproducible quality. Include a street level map showing the downstream connection point, and the permit number for the downstream sewer, if known. FTA l 2/07 ❑ G. Stream Classifications - Watershed Classification Attachment (Form WSCAS-12/07) If any portion of the sewer system project is within 100 feet of any surface water or wetlands, the Watershed Classification Attachment may need to be completed. A variance must be requested for encroachment within required setbacks or buffers pursuant to 2T .0305 (f) and be indicated in Item B-13 with supporting documentation/justification provided. El H Environmental Assessments - If this project is subject to an Environmental Assessment (EA) [15A NCAC 01C], this application cannot be used. Send the project application on the most current version of Form PSFMGSA to the Design Management Unit, 1633 Mail Service Center, Raleigh, NC 27699-1633. Applications cannot be accepted until a Finding of No Significant Impact (FONSI) or Environmental Impact Statement (EIS) has been issued. A copy is to be submitted with that permit application. ❑ I. ® J. Flow Direction - Many wastewater treatment systems are entering into agreements for regionalization efforts and emergency treatment capacity. Parts of the system are installed so that the wastewater flow can be directed to more than one treatment facility. If this is the case with this project, please indicate in B(12) and give the permit number of the second treatment facility. Certifications - Section C The application must be certified by both the applicant and the design engineer who is a North Carolina Registered Professional Engineer (PE). The applicant signature must match the signing official listed in Item A(1b). The PE should NOT certify the application if he/she is unfamiliar with 15A NCAC Chapter 2T, the Gravity Sewer Minimum Design Criteria (most recent version) and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains (most recent version), as applicable to the project. THE COMPLETED FTA 12/07 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING DOCUMENTS AND $480 FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE: REGIONAL OFFICE ADDRESS COUNTIES SERVED Asheville Regional Office 2090 US Highway 70 Swannanoa, North Carolina 28778 (828) 296-4500 (828) 299-7043 Fax Avery, Buncombe, Burke, Caldwell, Cherokee, Clay, Graham, Haywood, Henderson, Jackson, Macon, Madison, McDowell, Mitchell, Polk, Rutherford, Swain, Transylvania, Yancey Fayetteville Regional Office 225 Green Street Suite 714 Fayetteville, North Carolina 28301-5094 (910) 433-3300 (910) 486-0707 Fax Anson, Bladen, Cumberland, Harnett, Hoke, Montgomery, Moore, Robeson, Richmond, Sampson, Scotland Mooresville Regional Office 610 E. Center Avenue Mooresville, North Carolina 28115 (704) 663-1699 (704) 663-6040 Fax Alexander, Cabarrus, Catawba, Cleveland, Gaston, Iredell, Lincoln, Mecklenburg, Rowan, Stanly, Union Raleigh Regional Office 1628 Mail Service Center Raleigh, North Carolina 27699-1628 (919) 791-4200 (919) 788-7159 Fax Chatham, Durham, Edgecombe, Franklin, Granville, Halifax, Johnston, Lee, Nash, Northampton, Orange, Person, Vance, Wake, Warren, Wilson Washington Regional Office 943 Washington Square Mall Washington, North Carolina 27889 (252) 946-6481 (252) 975-3716 Fax Beaufort, Bertie, Camden, Chowan, Craven, Currituck, Dare, Gates, Greene, Hertford, Hyde, Jones, Lenoir, Martin, Pamlico, Pasquotank, Perquimans, Pitt, Tyrrell, Washington, Wayne Wilmington Regional Office 127 Cardinal Drive Extension Wilmington, North Carolina 28405 (910) 796-7215 (910) 350-2004 Fax Brunswick, Carteret, Columbus, Duplin, New Hanover, Onslow, Pender Winston-Salem Regional Office 585 Waughtown Street Winston-Salem, North Carolina 27107 (336) 771-5000 (336) 771-4630 Fax Alamance, Alleghany, Ashe, Caswell, Davidson, Davie, Forsyth, Guilford, Rockingham, Randolph, Stokes, Surry, Watauga, Wilkes, Yadkin For more information, please visit our web site at: http://h2o.enr.state.nc. us/peres/Collection%20Systems/CollectionSystemsHome.html or contact the Regional Office serving your county. FTA 12/07 USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number: (to be completed by DWQ) V- (1 -u �j Z7i 1. Owner/Permittee: 1a_ Wayne County Schools Board of Educations Full Legal Name (company, municipality, HOA, utility, etc.) kUtt a 1 2009 Z lb. Sprunt Hill, Assistant Superintendent Q 1 c. Z re 0 1 d. Signing The ■ Wayne Official Name and legal entiN. who will Individual 0 Federal County Public Schools Title (Please review own this system ■ Municipality 2001 East is: 0 15A NCAC State/County Royal! Avenue 2T • .0106 (b) for authorized Private Partnership 1 e. Goldsboro signing officials!) ■ Corporation 0 Other (specify): LL. Z 1 f. Mailing North Address City Carolina 1 g. 27533 Z 0 1h. State 919-7315900 Zip Code 1i. 1j. shi!!(c�wcps.orc QTelephone V 2. Project Facsimile E-mail (Facility) information: J 2a. Brogden Primary School 2b. Wayne G. O. Q 3. Brief Contact Project Name (permit will refer to this name) County Where Project is Located Person: Terry Naranjo Q3a. Name and Affiliation of Someone Who Can Answer Questions About this Application 3b. 919-319-6716 3c. tnaranjo@clhdesignpa.com Phone Number E-mail 1. Project is 0 New ■ Modification (of an existing permit) If Modification, Permit No.: 2. Owner is ■ Public (skip to Item B(3)) 0 Private (go to Item 2(a)) 2a. If applicant will be: 2b. If sold, facilities owned by a (must choose one) 0 • ■ private, Retaining Ownership (i.e. store, church, single office, etc.) or Leasing units (lots, townhomes, etc. - skip to Item B(3)) Selling units (lots, townhomes, etc. - go to Item B(2b)) ■ • Public Utility (Instruction C) Homeowner Assoc./Developer (Instruction D) 3. City of Goldsboro Z t A- r-i • Cm \--c-✓ S + - POD r `-`-' {-✓ 8 !o b a S 1 o y c Z7,` Z Owner / of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project 9 7 0 0 4a. Goldsboro Municipal WWTP 4b. t71-"00 2-3`14c QName of WWTF WWTF Permit No. M 5a. WCBOE, County of Wayne 5b. 8" 0 Gravity 5c. Unknown re Owner 0 6. The of Downstream Sewer origin of this wastewater is Receiving Sewer Size (check all that apply): ■ Force Main Permit # of Downstream Sewer (Instruction E) Z 100 % Domestic/Commercial F, ■ ■ Residential Subdivision Apartments/Condominiums • • Retail (Stores, shopping centers) Institution % Industrial (attach 2 W0School a ■ Mobile Home Park • Restaurant • Office ■ ■ ■ ■ Hospital Church Nursing Home Other (specify): sP eci description.) (RO: contact your Regional Office Pretreatment staff) CO % Other (specify): 7. Volume of wastewater to be allocated or permitted for this particular project: 1402 gallons per day *Do not include future flows or previously permitted allocations 8. If the ■ • permitted flow is zero, indicate why: Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line Flow has already been allocated in Permit No. ■ Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a permit is required) FTA 12/07 9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use data in accordance with 15A NCAC 2T .0114 (f). School addition with cafeteria and gym (already has a cafeteria onsite that will be converted to offices) =12 GPD/Student — 10 GPD/Student = 2 GPD/Student * 701 Students = 1,402 GPD 10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary) Size (inches) Length (feet) New Gravity or Additional Force Main 6 210 Gravity 6 176.22 Gravity psi3 VP W11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary) z Pump Station Location ID H Z 0 U Z 0 Design Flow (MGD) Operational Point GPM @TDH (self chosen - as shown on plans/map for reference) Power Reliability Option 1 - permanent generator w/ATS; 2 - portable generator w/MTS Force Main Size Force Main Length QPump Station Location ID (self chosen - as shown on plans/map for reference) etet Design Flow Power Reliability Option (MGD) Operational Point 1 - permanent generator w/ATS; Force Main Size Force Main Length Q GPM @TDH LL 2 - portable generator w/MTS Z H 2 W Pump Station Location ID (self chosen - as shown on plans/map for reference) d Design Flow Operational Point Power Reliability Option (MGD) GPM @TDH 1 - permanent generator w/ATS; Force Main Size Force Main Length 2 - portable generator w/MTS 12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility? ❑ Yes ® No If Yes, permit number of 2nd treatment facility (RO — if "yes" to B,12 please contact the Central Office PERCS Unit) 13. 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 Chapter 2T 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 FTA 12/07 14. Have the following permits/certifications been submitted for approval for the system or project to be served? Wetland/Stream Crossings - General Permit or 401Certification? ❑ Yes ❑ No ® N/A Sedimentation and Erosion Control Plan? ❑ Yes ❑ No ❑ N/A ❑ Yes ❑ No [I] N/A Stormwater? 15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines. siphons, or interference manholes)? These lines will be considered high priority and must be checked once every six months Check if Yes: ❑ and provide details C. CERTIFICATIONS 1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name) . attest that this application for Brogden Primary Schoo 1 has been reviewed by me and i4 accurate and 'con'plete to the best of my knowledge. t understand that if all required its of this application are not completed and that (k 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 143-215.6E any person who knowingly makes any false statement. representation, or certification in any appli '.n shall be ; ty of a Class 2 misdemeanor. which may include a fine not to exceed $10,000 as well as civil penal up . $25 00 p - olation. Official Signatur 5-13--0 r Date ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305 2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name) 1, Steven J, Miller , attest that this application for Brogden Primary School 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 other professionals may have developed certain portions of this submittal package, 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. 2a. Steven J. Miller Professional Engineer Name 2b. CLH Design, PA Engineering Firm 2c. 400 Regency Forest Drive, Suite 120 Mailing Address 2d. Cary City 2g. 919-319-6716 2h. 919-319-7516 2i. smiller@clhdesignpa.com Telephone Facsimile E-mail NC PE Seal, Signature & Date . 2e. NC 2f. 27518 F ..Gi .•S • State Zip '�,`4 j. M\\-',29 l FTA 12/07 W A TF State of North Carolina —190 Department of Environment and Natural Resources 7 Division of Water Quality Flow Tracking/Acceptance for Sewer Extension Permit Applications (FTSE —10/07) Project Applicant Name: Wayne County Schools, Board of Education Project Name for which flow is being requested: Brogden Primary School Addition More than one FTSE-10/07 may be required for a single project if the owner of the WWTP is not responsible for all pump stations along the route of the proposed wastewater flow. I. Complete this section only if you are the owner of the wastewater treatment plant. a. WWTP Facility Name: City of Goldsboro Water Reclamation Facility b. WWTP Facility Permit #: NC 0023949 All flows are in MGD c. WWTP facility's permitted flow 14.2 d. Estimated obligated flow not yet tributary to the WWTP 0.041 e. WWTP facility's actual avg. flow 6.79 f. Total flow for this specific request .001402 g. Total actual and obligated flows to the facility 6.8324 h. Percent of permitted flow used 48.1% II. Complete this section for each pump station you are responsible for along the route of this proposed wastewater flow. List pump stations located between the project connection point and the WWTP Pump Station Name Approx. Capacity, MGD Approx. Current Avg. (Firm/Design) Daily Flow, MGD Brogden Primary School Pump Station Genoa Pump Station 0.432 MGD 0.030 MGD 0.400 MGD 0.180 MGD III. Certification Statement: I, Joseph Huffman , certify that, to the best of my knowledge, the addition of the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity related sanitary sewer overflows or overburden any downstream pump station en route to the receiving treatment plant under normal circumstances. This analysis has been performed in accordance with local established policies and procedures using the best available data. This certification applies to those items listed above in Sections I and II for which I am the responsible party. Signature of this form indicates acc .tance of this wastewater flow. r-2?--z:D SOficialSg�t� Date BROGDEN ELEMENTARY SCHOOL DATE 2-3-09 PROJECT NO: 08-148 DRAWN BY RBT USGS SGS TOUAPD MAP: SOUTHWEST GIX DSBORO, 1974 MAP CLH DESIGN, PA Regency Park 400 Regency Forest Drive Suite 120 Cary, North Carolina 27518 Phone: (919) 319-6716 Fax: (919) 319-7516 City of Goldsboro P.O. Drawer ..A. North Carolina 27533 -9701 (919) 580-4342 May 28, 2009 MAY 2 9 2009 NC Dept. of Environment & Natural Resources Division of Water Quality 943 Washington Square Mall Washington, NC 27889 RE: City of Goldsboro Water Reclamation Facility WWTP Facility Permit No.: NC0023949 Brogden Primary School Addition Sewer Extension Permit Application Dear Sir/Madam: Please find enclosed the above -referenced Flow Tracking/Acceptance for Sewer Extension Permit Application for Brogden Primary School Addition in Goldsboro, NC. If additional information is required, please feel free to contact me at (919) 580-4377. erely, Guy M. Anderson, P. E. City Engineer /jdm Enclosure DF�=F,4 State of North Carolina PG Department of Environment and Natural Resources Division of Water Quality - t vw~� - Flow Tracking/Acceptance for Sewer Extension Permit Applications (FTSE —10/07) Project Applicant Name: Wayne County Schools, Board of Education Project Name for which flow is being requested: Brogden Primary School Addition More than one FTSE-10/07 may be required for a single project if the owner of the WWTP is not responsible for all pump stations along the route of the proposed wastewater flow. I. Complete this section only if you are the owner of the wastewater treatment plant. a. WWTP Facility Name: b. WWTP Facility Permit #: c. WWTP facility's permitted flow d. Estimated obligated flow not yet tributary to the WWTP e. WWTP facility's actual avg. flow f. Total flow for this specific request g. Total actual and obligated flows to the facility h. Percent of permitted flow used All flows are in MGD .001402 II. Complete this section for each pump station you are responsible for along the route of this proposed wastewater flow. List pump stations located between the project connection point and the WWTP Pump Station Name Approx. Capacity, MGD Approx. Current Avg. (Firm/Design) Daily Flow, MGD rnqttr,,,ec,,,,g1Q415�,1;� .�32 , 030 ,k.G-fl III. •:fication Stat=�.• -: k - I, ' { e , , certify that, to the best of my knowledge, the addition of the volum : , f wastewater to • - SI itted in this project has been evaluated along the route to the receiving wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity related sanitary sewer overflows or overburden any downstream pump station en route to the receiving treatment plant under normal circumstances. This analysis has been performed in accordance with local establ. policies rocedures using the best available data. This certification applies to those items listed ve in Sectir which I am the responsible party. Signature of this form indicates ac Sin Official Signature w. Vt.( 6 5 Date 2009 OF W A TFR State of North Carolina O\ PG Department of Environment and Natural Resources "'^ r Division of Water Quality Flow Tracking/Acceptance for Sewer Extension Permit Applications (FTSE —10/07) Project Applicant Name: Wayne County Schools, Board of Education Project Name for which flow is being requested: Brogden Primary School Addition More than one FTSE-10/07 may be required for a single project if the owner of the WWTP is not responsible for all pump stations along the route of the proposed wastewater flow. I. Complete this section only if you are the owner of the wastewater treatment plant. a. WWTP Facility Name: b. WWTP Facility Permit #: c. WWTP facility's permitted flow d. Estimated obligated flow not yet tributary to the WWTP e. WWTP facility's actual avg. flow f. Total flow for this specific request g. Total actual and obligated flows to the facility h. Percent of permitted flow used All flows are in MGD .001402 II. Complete this section for each pump station you are responsible for along the route of this proposed wastewater flow. List pump stations located between the project connection point and the WWTP Pump Station Name Genoa Pump Station Approx. Capacity, MGD Approx. Current Avg. (Firm/Design) Daily Flow, MGD goo goo 4,40 /t qe y /op, III. Certification Statement: I, aliE A MANOZ , certify that, to the best of my knowledge, the addition of the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity related sanitary sewer overflows or overburden any downstream pump station en route to the receiving treatment plant under normal circumstances. This analysis has been performed in accordance with local established policies and procedures using the best available data. This certification applies to those items listed above in Sections I and II for which I am the responsible party. Signature of this form indicates acceptance of its s a tewater flow. vi wt. F ury sowiees ointty e' gnature Date i1E State of North Carolina OG Department of Environment and Natural Resources yr Division of Water Quality -c Flow Tracking/Acceptance for Sewer Extension Permit Applications (FTSE —10/07) Project Applicant Name: Wayne County Schools, Board of Education Project Name for which flow is being requested: Brogden Primary School Addition More than one FTSE-10/07 may be required for a single project if the owner of the WWTP is not responsible for all pump stations along the route of the proposed wastewater flow. I. Complete this section only if you are the owner of the wastewater treatment plant. a. WWTP Facility Name: City of Goldsboro Water Reclamation Facility b. WWTP Facility Permit #: NC 0023949 All flows are in MGD c. WWTP facility's permitted flow 14.2 d. Estimated obligated flow not yet tributary to the WWTP 0.041 e. WWTP facility's actual avg. flow 6.79 f. Total flow for this specific request .001402 g. Total actual and obligated flows to the facility 6.8324 h. Percent of permitted flow used 48.1% II. Complete this section for each pump station you are responsible for along the route of this proposed wastewater flow. List pump stations located between the project connection point and the WWTP Pump Station Name Approx. Capacity, MGD Approx. Current Avg. (Firm/Design) Daily Flow, MGD Brogden Primary School Pump Station Genoa Pump Station 0.432 MGD 0.030 MGD 0.400 MGD 0.180 MGD III. Certification Statement: I, Joseph Huffman , certify that, to the best of my knowledge, the addition of the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity related sanitary sewer overflows or overburden any downstream pump station en route to the receiving treatment plant under normal circumstances. This analysis has been performed in accordance with local established policies and procedures using the best available data. This certification applies to those items listed above in Sections I and II for which I am the responsible party. Signature of this form indicates acc- .tance of this wastewater flow. Si{y%-g0'tcialSignature J 2 L---eD� Date