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HomeMy WebLinkAboutWQ0032533_Application (FTSE)_20090918City of coCdsboro P.O. Drawer _A North Carolina 27533-9701 September 18, 2009 (919) 580-4342 SEP 2 1 2009 NCDENR Washington Regional. Office 943 Washington Square Mall Washington, NC 27889 RE: Wayne Memorial Drive Water & Sewer Extension Project Fast -Track. Application Modification for Permit # WQ0032533 Dear Sir/Madam I am enclosing the following items concerning the referenced project: • One original and one copy of the completed Fast -Track Application for Gravity Sewers, Pump Stations, and Force Mains (1,1 A 12/07 ver5); • One original and one copy of the Flow Tracking/Acceptance for Sewer Extension Permit Application (FTSE-10/07); • One original of the USGS Topographic Map identifying the entire project area and closest surface waters. Map also shows the location of the • downstream connection point; City of Goldsboro Check No. 91334 in the amount of $480.00 for the application fee. Your review and approval of this project is respectfully requested. If you have any questions, please contact me at (919) 580-4377. Sincerely, Guy M. Anderson, P. E. City Engineer. /jdm Enclosures o014 rFq 1=, — 7 . ; ..� • 4 State of North Carolina Q - ` Department of Environment and Natural Resources �i r Division of Water Quality - SEP 2 1 2009 FAST -TRACK APPLICATION (F1 A 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 retumed as incomplete. Forms are available from the web site or by calling the Regional Office serving your county: http://h2o. enr. state. nc. us/peres✓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-contiquous 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. Downstream Sewer, WWTF 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-10/07 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. ® E. FT'A 12J07 ❑ 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. ❑ 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. 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. ® J. 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(1 b). 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, Alieghany, 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/Colleciion%20Systems/CollectionSystemsHome.html or contact the Regional Office serving your county. FTA12/07 USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number: (to be completed by DWQ) 1. Owner/Permittee: la. City of Goldsboro Full Legal Name (company, municipality, HOA, utility, etc.) Z lb. Joseph R. Huffman, City Manager Signing Official Name and Q lc. The legal entity who will Z • Individual ■ Federal 0 1 d. P.O. Drawer A Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!) own this system is: it Municipality ■ State/County ■ Private Partnership ■ Corporation le. Goldsboro ■ Other (specify): L.L. Mailing Address City Z '1f. NC 1g. 27533-9701 Z State Zip Code 0 1 h. (919) 580-4377 1 i. (919) 580-4279 1j. manderson@ci.goldsboro.nc.us Q• Telephone Facsimile E-mail U '2. Project (Facility) Information: J 2a. Wayne Memorial Drive Water & Sewer Extension 2b. Wayne 0- Brief Project Name (permit will refer to this name) County Where Project is Located 0' 3. Contact Person: Guy M. Anderson, P.E., City Engineer Q'3a. Name and Affiliation of Someone Who Can Answer Questions About this Application 3b. (919) 580-4377 ,3c. manderson@ci.goldsboro.nc.us Phone Number E-mail 1. Project is ■ New ►5 Modification (of an existing permit) If Modification, Permit No.: WQ0032533 (Length Increased) 2. Owner is ►i1 Public (skip to Item B(3)) ■ Private (go to Item 2(a)) be: 2b. If sold, facilities owned by a (must choose one) 2a. If private, applicant will ■ 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(26)) • Public Utility (Instruction C) • Homeowner Assoc./Developer (Instruction D) 3. City of Goldsboro Z Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project 0 4a. Goldsboro Wastewater Treatment Plant 4b. NC0023949 Name of WTF WTF Permit No. Q WW 2 :5a. City of Goldsboro 5b. 18° ►5 Gravity 5c. WQ0031218 Ce ' Owner of Downstream Sewer Receiving Sewer Size • Force Main Permit # of Downstream Sewer (Instruction E) ° 6. The origin of this wastewater is (check alfthat apply): Z , 100 % Domestic/Commercial F— ►�1 Residential Subdivision ►aa Apartments/Condominiums ■ ■ Retail (Stores, shopping centers) Institution % Industrial (attach E , fx , lJ.l ' a • Mobile Home Park • School • Restaurant ►�� Office • ■ ■ • Hospital Church Nursing Home Other (specify): description.) (RO: contact your Regional Office Pretreatment staff) % Other (specify): m 7. Volume of wastewater to be allocated or permitted for this particular project: 0 gallons per day 8. *Do not include future flows or previously permitted allocations 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 a Flow has already been allocated in Permit No. WQ0032041 • 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 W Z Z 0 Z 0 H ce 0 LL Z H 2 ce 0 m ;9. Provide the wastewater flow calculations used the value in Item B(7) AND/OR the design flow in determining the permitted flow in accordance with 15A NCAC 2T .0114 for for line or pump station sizing if a reduced or zero flow is being requested in 2T .0114 (b) and (c) must be supported with actual water or wastewater use (f). Design Flow = 917,706 GPD Where 15' Pipe Flowing Half Full S = 0.20% N = 0.013 (attach additional sheets if necessary) Length (feet) New Gravity or Additional Force Main , • i 2,078 '--7 . � i Gravity Item B(7). Values other than that in 15A NCAC data in accordance with 15A NCAC 2T .0114 10. Summary of Sewer Lines to be Permitted Size (inches) 15 -- - --- ---- -- Force Mains to be Permitted (attach additional sheets as necessary) (self chosen - as shown on plans/map for reference) '11. Summary of Pump Stations !Pump Station Location ID Design Flow (MGD) i w/ associated Power Reliability Option Operational Point 1 - permanent generator w/ATS; Force Main Size Force Main Length GPM © TDH 2 - portable generator w/MTS T (self chosen - as shown on plans/map for reference) PPump Station Location ID Design Flow Power Reliability Option Operational Point; (MGD) GPM ©TDH , 1 - permanent generator w/ATS; Force Main Size Force Main Length ; 2 - portable generator w/MTS — — (Pump Station Location ID (self chosen - as shown on plans/map for reference) Design Flow (MGD) Operational Points GPM @TDH Power Reliability Option 1 - permanent generator w/ATS; Force Main Size Force Main Length 2 - portable generator w/MTS ' in the proposed sewer number of 2nd treatment contact the Central lines or pump stations be able to be directed to another treatment facility? facility 12. Will the wastewater flow ■ Yes No If Yes, permit (RO — if "yes" to B,12 please Office PERCS Unit) 13. Does the sewer system Mains (latest version), the applicable? comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as please reference the pertinent minimum design criteria or regulation and indicate why a is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS TO THE VARIANCE WITH YOUR APPLICATION ►i1 Yes ■ No If No, variance PERTINENT FTA12.107 '14. Have the following permits/certifications been submitted for approval for the system or project to be served? Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No ® N/A Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ N/A Stormwater? ❑ Yes ❑ No ® N/A 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 '1a. Owner/Permittee's Certification: (Signature of Signing Official and Project Name) I Joseph R. Huffman , attest that this application for Wayne Memorial Drive Water & Sewer Extension 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 retumed as incomplete. Note: In accordance with North Carolina General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil penalties up to $25, 000 per violation. o9' Date !ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY co TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC, REFER TO 15A NCAC 02T .0305 Z' O p 2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name) V 1, Guy M. Anderson, P.E., attest that this application for Wayne Memorial Drive Water & Sewer Extension has been LL 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 ce proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria W . 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 V 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. _ �a. Guy M. Anderson, P.E. Professional Engineer Name 2b. City of Goldsboro Engineering Firm 2c. P.O. Drawer A Mailing Address 2d. Goldsboro 12e. NC 2f. 27533-9701 I City 1 State Zip 2g. (919) 580-4377 2h. (919) 580-4279 2i. manderson@ci.goldsboro.nc.us 1 1 Telephone Facsimile E-mail �ttM�fad/;/j 439 s,‘ttN CARD' r. S Si /y VG I NEB QT- ��i- ANt E NC PE Seal, Signature & Date FTA12/07 State of North Carolina Department of Environment and Natural Resources Division of Water Quality Flow Tracking/Acceptance for Sewer Extension Permit Applications (1,1 SE —10/07) Project Applicant Name: Wayne Memorial Drive Water & Sewer Extension Project Name for which flow is being requested: Wayne Memorial Drive Water & Sewer Extension More than one 1~ SE-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 b. WWTP Facility Permit #: NC0023949 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 14.2 0.041 6.79 0 6.831 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 Westbrook Pump Station 18 MGD 6.79 MGD SEP 2 1 20C9 III. Certification Statement: I, Joseph R 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 acceptance of this wastewat flow. Olcidl Signat� Date The data represented on this map has been compiled by the best methods available. Accuracy is contingent upon the source information as compiled by venous agencies and departments both internal and external to the City of Goldsboro, NC. Users of the data represented on This map are hereby notified that the primary information sources should be consulted for verification of the information contained herein. The City Of Goldsboro and the companies contracted to develop these data assurne no legal responsibilities for the information or accuracy contained on this map. It is strictly forbidden to sell or reproduce these maps or data for any reason without the written consent of the City of Goldsboro. SEP 2 1 20G NORTHWEST GOLDSBORO USGS ENTITY ID MPTNC1093PP01 1 inch = 400 feet 11