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HomeMy WebLinkAboutWQ0032447_Sewer Extension_20071113r+CK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3 USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number: (to be completed by DWQ) 1. Owner: 1 a. Town of Southern Pines Z 0 1 b 1c 0 121d LL if. Z n Full Legal Name (company, municipality, HOA, utility, etc.) ....... Ray Sistare, Town Engineer Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!) The legal entity who will own this system is ❑ Individual ❑ Federal ® Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify): 140 Memorial Park Court Mailing Address __. NC State Q 3. Contact Person: ......... _ Q .3a. e. Southern Pines City j g. 28387 Zip Code ._....___._..._.... Jarrod E. Hilliard, E.I. Hobbs Upchurch & Associates P.A. Name and Affiliation of Someone Who Can Answer Questions About this Application .... ......... .. ........ _. 910-692-5616 Phone Number Project is ® New ❑ Modification (of an existing permit) hilliard@hob E-mail If Modification, Permit No.: rch.com For modifications, attach a separate sheet clearly explaining 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 in B(7) and B(10-11) that has already been included in the original permit. _ _-_.__ _ _. __.. - ........ 2 Owner is ® Public (skip to Item B(3)) ElPrivate (go to Item 2(a)) 2a. 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 ❑ Public Utility (Instruction III) Z` ❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) ❑ Homeowner Assoc./Developer (Instruction IV) 0 ❑ Selling units (lots, townhomes, etc. - go to Item B(2b)) �--3 -- _ - Moore County Public Utilities Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project -- -- - ---- - _. -- - _._ .... - - - _......... _.- ............ 4a. Moore County Wastewater Treatment Plant 4b NPDES NC 0037508 FJ4HoBBS, `LIPC9-(uRcH & ASSOCiATES, PA BB&T CONSULTING ENGINEERS Branch Banking and Trust Company P.O. BOX 1737. 300 S.W. BROAD STREET 66-1121531 SOUTHERN PINES, NC 28388 (910)692-5616 xactly Four hundred eighty and no / 100 Dollars 'AY -O THE )RDER N . C . DENR )F: NC DATE 11/7/2007 46689 46689 AMOUNT U $480.00 0 h�Vt�ID � ER 90 DAYS 8 ) AUTHORIZED SIGNATURE A FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE t OF W A TF9 State of North Carolina O� pG G�O ADepartment of Environment and Natural Resources 7 w` ,,,` Q Division of Water Quality o - `3 FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS (Pressure sewers 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. This form may be photocopied for use as an original. ® I. Application Form - Submit one original and one copy of the completed and appropriately executed application form. 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(12). ® II. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal. ❑ III. 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(2a) of this application. ❑ IV. Operational Agreements — Submit one original and two copies of a properly executed operational agreement if the sewer extension is permitted 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 homeowners' association, use Form HOA 02/03. If the applicant is a developer, use Form DEV 02/03. EVEN IF THE PROJECT WILL BE TURNED OVER TO A MUNICIPALITY, FORM DEV 02/03 IS REQUIRED. ® V. Flow Acceptance Letters — If the owner of the downstream sewers and/or WWTF is different from the applicant, submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF, if different. Flow acceptance letters must contain the following minimum information: applicant and project name, amount of flow accepted, and name and permit number of the receiving sewers/WWTF. The flow acceptance must not expire prior to permit issuance and must be dated less than a year prior to the application date. Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific flow acceptance letter. ® VI. Map — Submit an 8.5-inch by 11-inch COLOR copy of the portion of a 7.5-minute USGS Topographic Map along with this form. The map should identify the entire project area location as well as the closest downslope surface waters as clearly as possible. Each map portion must be labeled with the map name and number, the identified location of the sewer line and pump stations, and be of clear and reproducible quality. For instance, if the project involves 4 miles of interceptor sewer that traverses over or near several different waterbodies (or counties, basins, etc.), the map should have location ID's shown for each different waterbody (where the sewer line is within 100 feet of such waterbody - see Instruction VII). This location ID is self chosen and used to cross reference the location in Section C of the permit application. ® VII. Stream Classifications — Section C • If any portion of the project is within 100 feet of any down slope surface water, Section C must be completed for the pertinent sections. • If the entire project area is a minimum of 100 feet away from any down slope surface waters BUT there is a pump station involved where a history of power outage is to be used to provide adequate design storage instead of dual feed or permanent or portable generator, Section C must be completed to demonstrate that the closest down slope surface water is Class C (see 15A NCAC 2H .0219(h)(3)(D)). • Use the guidance document entitled, "Determining Watershed Classifications for Form FTA 02/03 (Fast -Track Sewer Systems)" available from http://h2o.enr.state.nc.us/peres or by contacting the appropriate regional office. FTA 02/03 - Rev. 3 04/05 A FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 2 1 ' ❑ Vill. Environmental Assessments — If this project is subject to an Environmental Assessment (EA) [15A NCAC 01C], this application can not be used. Send the project application on Form PSFMGSA 10/99 to the PERCS Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Applications can not 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. ® IX. Certifications — Section D The application must be certified by both the applicant and 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 2H .0200, 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. Certification by a PE who is unfamiliar with these documents is subject to NC Board referral. ® X. Downstream Sewer & Wastewater Treatment Plant Capacity The applicant has assured downstream pipe, pump station and treatment plant capacity. The addition of new sources of wastewater from this project has been evaluated along the route to the receiving treatment plant. 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. If the applicant is not the owner of the downstream sewer or receiving treatment plant, submittal of flow acceptance letter(s) indicates that owner has adequate capacity and will not violate G.S. 143-215.67(a). THE COMPLETED FTA 02/03 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING DOCUMENTS AND $400 FEE. SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE REGIONAL OFFICE ADDRESS COUNTIES SERVED Asheville Regional Office 2090 US Highway 70 Avery, Buncombe, Burke, Caldwell, Swannanoa, North Carolina 28778 Cherokee, Clay, Graham, Haywood, (828) 2964500 Henderson, Jackson, Macon, Madison, (828) 299-7043 Fax McDowell, Mitchell, Polk, Rutherford, Swain, Transylvania, Yancey Fayetteville Regional Office 225 Green Street Suite 714 Anson, Bladen, Cumberland, Hamett, Fayetteville, North Carolina 28301 Hoke, Montgomery, Moore, Robeson, (910) 486-1541 Richmond, Sampson, Scotland (910) 486-0707 Fax Mooresville Regional Office 610 E. Center Avenue, Suite 301 Alexander, Cabarrus, Catawba, Mooresville, North Carolina 28115 Cleveland, Gaston, Iredell, Lincoln, (704) 663-1699 Mecklenburg, Rowan, Stanly, Union (704) 663-6040 Fax Raleigh Regional Office 1628 Mail Service Center Chatham, Durham, Edgecombe, Franklin, Raleigh, North Carolina 27699-1628 Granville, Halifax, Johnston, Lee, Nash, (919) 5714700 Northampton, Orange, Person, Vance, 919 571-4718 Fax Wake, Warren, Wilson Washington Regional Office 943 Washington Square Mail Beaufort, Bertie, Camden, Chowan, Washington, North Carolina 27889 Craven, Currituck, Dare, Gates, Greene, (252) 946-6481 Hertford, Hyde, Jones, Lenoir, Martin, (252) 975-3716 Fax Pamlico, Pasquotank, Perquimans, Pitt, Tyrrell, Washington, Wayne Wilmington Regional Office 127 Cardinal Drive Extension Brunswick, Carteret, Columbus, Duplin, Wilmington, North Carolina 28405 New Hanover, Onslow, Pender (910)395-3900 (910) 350-2004 Fax Winston-Salem Regional Office 585 Waughtown Street Alamance, Alleghany, Ashe, Caswell, Winston-Salem, North Carolina 27107 Davidson, Davie, Forsyth, Guilford, (336) 7714600 Rockingham, Randolph, Stokes, Surry, (336) 771-4631 Fax Watauga, Wilkes, Yadkin For more information, visit our web site at., http://h2o. enr. state. nc. us/peres/ FTA 02/03 - Rev. 3 04/05 V FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3 Z _O H a 0 LL Z Z 0 P Q Ci J a Q O H Q O LL Z H W a 7. USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number: WQ0032447 (to be completed by DWQ) 1. Owner: 1 a. Town of Southern Pines Full Legal Name (company, municipality, HOA, utility, etc.) 1 b. Ray Sistare, Town Engineer Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!) 1 c. The legal entity who will own this system is: ❑ Individual ❑ Federal ® Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify): 1 d. 140 Memorial Park Court le. Mailing Address 1f. NC 1g. State Southern Plnes City Zip Code 1 h. 910-692-1983 1 i. 910-692-1085 1 j. sistare@southempines.net Telephone Facsimile E-mail 2. Project (Facility) Information: 2a. O'Neal School Gymnasium 2b. Moore Brief Project Name (permit will refer to this name) County Where Project is Located 3. Contact Person: 3a. Jarrod E. Hilliard, E.I. Hobbs, Upchurch & Associates, P.A. Name and Affiliation of Someone Who Can Answer Questions About this Application 36. 910-692-5616 3c. jhilliard@hobbsupchurch.com Phone Number E-mail 1. Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.: For modifications, attach a separate sheet clearly explaining 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 in B(7) and B(10-11) that has already been included in the original permit. _....._ _._..... _...... ._ ..._. ......... _.. .......................... ---.. _ ....... ....... . ........ ......... ...... .. _.......... 2. Owner is ® Public (skip to Item B(3)) ❑ Private (go to Item 2(a)) .......................................................................................................................................................................................................................................................................................................................................... 2a. 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 ❑ Public Utility (Instruction III) ❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) ❑ Homeowner Assoc./Developer (Instruction IV) ❑ Selling units (lots, townhomes, etc. - go to Item B(2b)) Moore County Public Utilities Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project 4a. Moore County Wastewater Treatment Plant 4b. NPDES NC 0037508 Name of WWTF WWTF Permit No. 5a. Town of Southern Gravity Owner of Downstream Sewer Receiving Sewer Size I❑ Force Main 8" 6. The origin of this wastewater is (check all that apply): ❑ Residential Subdivision ❑ Car Wash ❑ Apartments/Condominiums ❑ Institution ❑ Mobile Home Park ❑ Hospital ® School ❑ Church ❑ Restaurant ❑ Nursing Home ❑ Office ❑ Other (specify): X Permit Number of Downstream Sewer (if known) % Domestic/Commercial 100 % Industrial % Other (specify): 7. Volume of wastewater to be allocated for this particular project: 10,800 gallons per day *Do not include previously permitted allocations 8. If the permitted flow is zero, indicate why: ❑ Interceptor Line - 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 FTA 02/03 - Rev. 3 04/05 FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4 9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H .0219(I) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than that in 15A NCAC 2H .0219(Ix1-2) must be supported with actual water or wastewater use data in accordance with 15A NCAC 2H .0219(I)(3). 720 students x 15 gal/day/student = 10,800 gal/day 10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary) inches Length (feet) Gravity or Force Main Size (inches) (use the pull down menu) 8 767 Gravity UJ Z F- Z ENTER TOTAL LINE LENGTH IN MILES 0.1453 0 j V 11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary) Z Location ID Power Reliability Option 0 (self chosen - as shown on Design Flow Operational Point (1- dual line feed; 2- permanent generator MATS; 3- Q plans for cross-reference) (MGD) GPM @ TDH portable generator w/telemetry; 4-wet well storage)FE j None L,L. Z. _... _ ~ 12. 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 2H .0200 as applicable? LLJ ® Yes ❑ No If no, please reference the pertinent minimum design criteria or regulation and indicate why a 0. variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS PERTINENT TO THE VARIANCE WITH YOUR APPLICATION m , I' 13. Have the following permits/certifications been submitted for approval? Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No ® N/A Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ N/A Stormwater? ❑ Yes ❑ No ® N/A 14. Does this project involve aerial lines or siphons? Check if yes: ❑ These lines will be considered high uriority and must be checked once every six months 15. Does this project have gravity sewer lines designed at minimum slopes? ❑ Be aware that the Division will not accept installed lines more than 10% flatter than the minimum slope. Lines installed outside this tolerance should be corrected prior to submitting the final engineering certification- FTA 02/03 - Rev. 3 04/05 FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5 i 1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03 (FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality Z regional 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 F.. waterbody; AND, Q ® A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability option for any pump station near a Class C down slope waterbody. Location ID on Map Waterbody Stream Waterbody (self chosen - as shown on Name of map for cross-reference) Waterbody County River Basin Index Classification V 4 Up I _ - .......-.. V i Submit the 8.5" x 11" COLOR topographic map as required In Instruction VI regardless of whether a classification Is provided) r1, Applicant's Certification: /, Ray Sistare, P.E., attest that this application for O neal School Gymnasium has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this application are not completed and that if all required supporting documentation and attachments are not included, this application package is subject to being returned as incomplete. Note: In accordance with North Carolina General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation. _..._ ......_........... 1 a. _R ck_aw rrm 0—) � f - Q__� � Signing Official Signature 2. Professional Engineer's Certification: N ov Date /, Fred Hobbs, P.E. attest that this application for O neal School Gymnasium has been reviewed by me and is accurate, complete and consistent with the information in the engineering plans, calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance. Although certain portions of this submittal package may have been developed by other professionals, inclusion of these materials under my signature and seal signifies that / 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. Fred Hobbs, P.E. 'r" Professional Engineer Name 2b. Hobbs, Upchurch & Associates, P.A. Engineering Firm A L 2c. P.O. Box 1737 �j x Mailing Address 2d. Southern Pines 2e. NC 2f. 28388 State p S'•., 1 +� w7 i Zip 2g. 910-692-5616 2h. 910-692-7342 2i. f.hobbs@hobbsupchurch.com Telephone Facsimile E-mail Seal, Signature & Date -- ------------------- FTA 02/03 - Rev_ 3 04/05 0 TopoZone - USGS Southern Pines (NC) Topo Map Page 1 of 1 i topozone;�-i' ( I19 J r :p E;}N F11; AIR ilk __ rr �� � 1 ' 1( apt �k-� r• ?l � -�..' ,� IN 6110,i,,, ,/� / +fir �� ! ; "✓ ✓ � 4 �il � �r�-� �-._p -.� /; /� Jr1�r�i, •'%r �'- � ^.rLY�"- t,,c( -„ .. -_ r .. � �,,��i "'`� 'r?;}y ,1,� -I,, -.`l, s�ti��hl _ - :� t i1;', � H � �� 'I� �r illy r r ��� I ��r' — �' i ��is,�t 5���✓ 0 0.3 0.6 0.9 1.2 1.5 km 0 0.2 0.4 0.6 0.8 1 mi UTM 17 644637E 3898414N (NAD27) USGS Southern Pines (NC) Quadrangle Projection is UTM Zone 17 NAD83 Datum http://www-topozone.com/pnnt.asp?lat=3 5.22013&lon=-79.4108&size=m&u=4&layer=D... 11 /6/2007 11/09/2007 17:11 910-947-1992 MOORE CO. PUB. UTIL Count of Moore Pu6Cic -works WW w. moorecount•ync.gov I OF MppF db �9 T. O. Box 1_Q2; Carthage. North Carolina. pFMOR�H C� November 8, 2007 Mr. Jarrod E. Hilliard, E.I. Hobbs, Upchurch and Associates, P.A. P O Box 1737 Southern Pines NC, 28388 Dear Mr. Hilliard, PAGE 02/03 (910)947.6315 (Telephone) (910)947-1992 (facsimile) RE: Flow Acceptance letter for O'Neal School Gymnasium, Southern Pines, NC. HUA No. PH0718.300 The Moore County Water Pollution Control Facility, NPDES # NC 0037508, presently has sufficient capacity available to conditionally accept up to 1.0,800 gallons per day from the above referenced project. This letter does not reflect the capacity of the immediate collection system owned and operated by the Town. of Southern Pines. This project will be required to comply with all specifications and requirements of the Town of Southern Pines, NC and AWWA Standards. Upon completion of the referenced project, the applicant's engineer is to provide our office with the following items: 1. Certification of Completion. 2. Complete set of As -Built drawings. If you have any questions or comments please call me at (910) 947-6315. Property Management Public Utilities Solid Waste Wastewater Treatment Plant Ph - (910)947-2301 Ph - (910)947-6315 Ph - (910)947.3637 Ph - (910)201-3146 Fax - (910)947-2304 Fax - (910)947-1992 Fax - (910)947-1992 Fax - (910)281-2047 11/09/2007 17:11 910-947-1992 MOORE CO. PUB. UTIL PAGE 03/03 Flow Acceptance, O'Neal School Gymnasium November S, 2007 Page 2 Sincerely, MOORE COUNTY PUBLIC WORKS �2-0� ,8�4/ Dennis Brobst Director Cc: Mr. Delmo Frye, WWTP Superintendent Town. of Southern Pines Hobbs, Upchurch & Associates, P.A. r4j Consulting Engineers 300 S.W. Broad Street • Southern Pines, NC 28388 November 13, 2007 Mr. Trent Allen R "="R0 Division of Water Quality ! 1°,r ! R} 200 71 225 Green Street Suite 714 Fayetteville, North Carolina 28301 Re: O'neal School Fast -Track Application for Gravity Sewers, Pump Stations, and Force Mains HUA No.: PH0629.300 Dear Mr. Allen: On behalf of O'neal School, please find enclosed the referenced Fast -Track Application for this project. The submittal package includes the following: 1. One original and one copy of the executed application form 2. A check in the amount of $480 3. Flow acceptance letter from Moore County Public Utilities. 4. A portion of a USGS Topographic map indicating location of the project. The project includes installation of 8" gravity mains to serve a school and gymnasium. If you have any questions, or require any additional information, please contact me at this office. Sincerely, HOBBS, UPCHURCH & ASSOCIATES, P.A. Jarrod E. Hilliard, E.I. Project Manager Enclosures Cc: File Southern Pines, NC . Telephone 910-692-5616 . Fax 910-692-7342 . email: info@hobbsupchurch.com Myrtle Beach . Nags Head . Raleigh • Charlotte 9 Beaufort