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HomeMy WebLinkAboutWQ0036050_Application (FTSE)_20120628MCDAVID ASSOCIATES, INC. N C. Engineers • Planners • Land Surveyors CORPORATE OFFICE (252) 753-2139 • Fax (252) 753-7220 E-mail: maitbmcdavid-inc.com 3714 N. Main Street • P.O. Drawer 49 Farmville, NC 27828 Al Hodge, Supervisor Washington Regional Office 943 Washington Square Mall Washington, NC 27889 SUBJECT: Dear Mr. Hodge: June 28, 2012 GOLDSBORO OFFICE (919) 736-7630 • Fax (919) 735-7351 E maiL maigokl@mcdavid-inc.coni 109 E. Walnut Street • P.O. Box 1776 Goldsboro, NC 27533 v41 00s0050 Fast Track Application Wayne Water Districts Office Building Sewer Extension City of Goldsboro Wayne County, NC Enclosed please find the following items: 1. Check in the amount of $480.00 2. Fast Track Application (1 original, 1 copy) 3. Flow Tracking Form (1 original, 1 copy) 4. Color USGS Topographic Map (2 copies) 5. Street Level Connection Point Map (2 copies) RECEIVED JUL -22012 DWQ-WARO If you have any questions concerning this, please do not hesitate to contact me. Sincerely, McDAVID ASSOCIATES, INC. 7i'‘6.-,er Ivey P. Cauley, EI Goldsboro Office IPC: Enclosures cc: Rama Chittilla EWSD \'G-PC 1\D 1005\FFL\2012 1 120628 EWSD-CN153-WWD OFFICE-DWQ FAST-TRACK-LTRdoc 'ANiECEIVE State of North Carolina Department of Environment and Natural Resources Division of Water Quality JUL - 2 2012 FAST-'1'KACK APPLICATION (PIA 12/07 ) D, A Q—W /� s e & Vac SEWERS, PUMP STATIONS, AND FORCE MAINS �(V V V f'1 ssure & Vacuum sewer systems are not to be included as part of this application package) INSTRUCTIONS: Indicate that you have induded/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/Collection SystemApplications. 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, dearly 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 02J03. 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, 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. 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. W:\D10XX_GEN\D100X_MSW\D1005_CORRES_MSWWSECTORMS\DWQ\GOLDSBORO-CONTRACT 153-WWD OFFICE-DWQ-FTA-12-07.DOCX ❑ G. Stream Classifications — Watershed Classification Attachment (Form WACAS-12/07) If any portion of the project boundary is within 100 feet of any surface water or wetlands, the Watershed Classification Attachment must be completed. H Environmental Assessments — If this protect 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)4)�663-6040 Fax Alexander, Cabarrus, Catawba, Cleveland, Gaston, Iredell, Lincoln, Mecklenburg, Rowan, Stanly, Union Raleigh RegionaeCEIv_rulail YY ��"�� l 11 _ 2 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 �., .. 1 � `I ;A(2 943 Washington Square Mall (2 ) n, North Carolina 27889 )��4 gg481 (252) 975-3716 Fax Beaufort, Bertie, Camden, Chowan, Craven, Currituck Dare, Gates, Greene, Hertford, Hyde, Jones, Lenoir, Martin, Pamlico, Pasquotank, Perqulmans, 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/ or contact the Regional Office serving your county. W:\D10XX_GEN\D100X_MSW\D1005_CORRES_MSW\SECTORMS\DWQ\GOLDSBORO-CONTRACT 153-WWD OFFICE-DWQ-FTA-12-07.DOCX USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number: (to be completed by DW Q) Q 003 ba S 0 A. APPLICATION INFORMATION 1. Owner/Permittee: 1 a. City of Goldsboro Full Legal Name (company, municipality, HOA, utility, etc.) 1 b. Scott A Stevens, City Manager Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!) 1 c. The legal entity • Individual who will ■ Federal own this system @ Municipality is: ■ State/County ■ Private Partnership ■ Corporation ■ Other (specify): 1 d. PO Drawer A le. Goldsboro Mailing Address City lf. North Carolina lg. 27533 RECEIVED State Zlp Code 1h. (919) 580-4342 1i. N/A • 1j. N/A 2 2012 Telephone Facsimile E-mail JUL 2. Project (Facility) Information: 2a. Wayne Water Districts Office Building Sewer Extension 2b. Wayne n Brief Project Name (permit will refer to this name) County Where ProjbelI 3. Contact Person: 3a. Rama Chittilla Name and Affiliation of Someone Who Can Answer Questions About this Application 3b. (919) 580-4328 3c. rchittilla@ci.goldsboro.nc.us Phone Number E-mail 1. Project is ■ New • Modification (of an existing permit) If Modification, Permit No.: B. PERMIT INFORMATION Owner Is @ Public (sk(o to Item B(3)) • Private (go to Item 2(a)) a. If private, applicant will be: 2b. If sold, facilities owned by a (must choose one) • Retaining Ownership (i.e. store, church, single office, etc.) or • Leasing units (lots, townhomes, etc. - skip to Item B(3)) ri Qnllinn .,niio /Inh, 1,umh.,n-, non run f, lfe.., Q/9h11 M • Public Utility (Instruction C) Homeowner Assoc./Developer (Instruction D) 3. City of Goldsboro Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project 4a. City of Goldsboro WWTP 4b. NC0023949 Name of WWTF WWTF Permit No. 5a. City of Goldsboro 5b. 12" El Gravity 5c. Owner of Downstream Sewer Receiving Sewer Size LI Force Main Permit # of Downstream Sewer (Instruction E) 8. The origin of this wastewater is (check all that apply): IIResidential Subdivision • Retail 100 % Domestic/Commercial ■ Apartments/Condominiums • (Stores, shopping centers) Institution 0.0 % Industrial (attach • • • @ Mobile Home Park School Restaurant Office • • ■ • Hospital Church Nursing Home Other (specify): description.) (RO: contact your Regional Office Pretreatment staff) % Other (specify): 7. Volume of wastewater to be allocated or permitted for this particular project 625 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) W:\D10XX_GEN\D100X_MSW\D1005_CORRES_MSW\SECIFORMS\DWQ\GOLDSBORO-CONTRACT 153-WWD OFFICE-DWQ-FTA-12-07.DOCX 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). 25 employees in a single shift/day office 25 x 25 gpd = 625 gpd 10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary) Size (inches) 8" Gravity Sewer 12" Gravity Sewer Length (feet) New Gravity or Additional Force Main 340 New Gravity - 605 --- ---- New Gravity 11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary) W Pump Station Location ID Z — - Design Flow Z (MGD) 0 Z 0 H 2 0 LL Z 1-- g re W a m N/A Operational Point GPM @TDH (self chosen - as shown on plans/map for reference) Power Reliability Option 1 - permanent generator w/ATS; 2 - portable generator wIMTS Force Main Slze Force Main Length Pump Station Location ID Design Flow (MGD) N/A Operational Point GPM @TDH (self chosen - as shown on plans/map for reference) Power Reliability Option 1 - permanent generator w/ATS; Force Main Slze Force Main Length 2 - portable generator w/MTS Pump Station Location ID Design Flow (MGD) N/A (self chosen - as shown on plans/map for reference) Operational Point GPM @TDH Power Reliability Option 1 - permanent generator w/ATS; 2 - portable generator w/MTS Force Main Slze Force Main Length 2. 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 2"d 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 W:\D10XX_GEN\D100X_MSW\DI005_CORRES_MSW\SECIFORMS\DWQGOLDSBORO-CONTRACT 153-WWD OFFICE-DWQ-FTA- 1 2-07.D OCX 4. Have the following permits/certifications been submitted for approval for the system or project to be served? Wetiand/Stneam Crossings - General Permit or 401 Certification? Sedimentation and Erosion Control Plan? Stormwater? (Goldsboro) ❑ Yes ❑ No ® Yes ❑ No ® Yes ❑ No Z N/A ❑ N/A ❑ N/A 5. 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 if Yes: ❑ and provide details Owner/Pemmittee's Certification: (Signature of Signing Official and Protect Name) 1, Scott Stevens, attest that this application for the Wayne Water Districts Office Sewer Extension has been reviewed by me and Is accurate and complete to the best of my knowledge. I understand that if all requked parts of this application are not completed and that if all requred supporting documentation and attachments are not Included, this application package is subject to being returned as incomplete. Note: In accordance wffh North Carolina General Statutes 143- 215.6A and 143-215.6B, any person who knowingly makes any faise 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 penalt u• to $25,000 violation. C PA G -V-iz. Si • ng Official Signature Date NGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS ,APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY lTO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305 Professional Engineer's Certification: (Signature of Design Engineer and Protect Name) 1, F Tyndall Lewis, P.E., attest that this application for the Wayne Water Districts Office Sewer Extension 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. F. Tyndall Lewis, P.E. Professional Engineer Name b. McDavld Associates, Inc. Engineering Fimi c. PO Box 1776 Mailing Address d. Goldsboro City g. 919-736-7630 2h.919-735-7351 Telephone Facsimile E-mail A. \� g 7.469 to k - 4 NC PE Sea , gnature & Date W:\D10XX_GEN1D100X_MSW\D1005_CORRES_MSW\SECl 0RMSiDWQ\GOLDSBORO-CONTRACT 153-WWD OFFICE-DWQ-FTA-12-07.DOCX �F W A7- 9 State of North Carolina PG Department of Environment and Natural Resources Division of Water Quality Flow Tracking/Acceptance for Sewer Extension Permit Applications (FI SE —10/07) Project Applicant Name: City of Goldsboro Project Name for which flow is being requested:Wayne water Districts Office,Commercial Drive More than one 1, 15E-10/O7 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 WWTP Facility Permit #: NC 0023949 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 0.47865 8.35 0.000625 8.829275 62.18 % 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 Piedmont Lift Station 0.40 0.002 Westbrook Road 18.0 6.7RECEIVED JUL - 2 2012 DWQ-WARO IIL Certification Statement: I, Scott A Stevens , 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 w stewater 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 . • ve in Sections and II for which I am the responsible party. Signature of this form indicates accep ce; gning Official Signature Date cn (n oo m m>:X I> 0 Z73 m X z (JJ -1-1 z -a OZ-0 Ozn� r —I O 0zco �� O Z w 0 W � m O M� 1NIOd NOII3 NNO0 WV3aSNMOC cn m z II II II 0 0 0 pie 4- N 1 O X O X _ / �V u 0 m 0 m, mo\ m cn m Z -<m , Z �m I o �,� z D �, o Nar — = mZ7 �Qm ' r Z 0 m 70X -� -z Z 0 r m C) \ D z zi 0 .23 cn oto m I T1 C7 \ 0 -0 , Z r� 0 c tit (xi 004 n �Dmx1'- F 2J' / CD • 4;' 0 r m rn 0 • (ems Trailer Park tlM • 38.4• x.&POUR J o IR FORCE gIVER • v Ceti, 35.3 Chepcl / Trailer Park PROPOSED GRAVITY SEWER EXISTING MAHNOLE - DOWNSTREAM Cam_ CONNECTION Suf tan Cem'— .. Cc 30 • 'mat. Hnoe SCALE: 1" = 2000' PROPOSED SANITARY SEWER PROJECT LOCATION MAP EASTERN WAYNE SANITARY DISTRICT JUNE 2012