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HomeMy WebLinkAboutWQ0035387_Application_20110519�0� WAT�9Q DENR-FR State of North Carolina �O G epartment of Environment and Natural Resources COT� MAY 19 2011 Division of Water Quality o DWQ FAST -TRACK APPLICATION (FTA 12/07 very) 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/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 B03). 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, 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. FTA 12/07 ❑ 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. ❑ 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 13(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 Avery, Buncombe, Burke, Caldwell, Cherokee, Swannanoa, North Carolina 28778 Clay, Graham, Haywood, Henderson, Jackson, (828) 296-4500 Macon, Madison, McDowell, Mitchell, Polk, (828) 299-7043 Fax Rutherford, Swain, Transylvania, Yancey Fayetteville Regional Office 225 Green Street Suite 714 Anson, Bladen, Cumberland, Harnett, Hoke, Fayetteville, North Carolina 28301-5094 Montgomery, Moore, Robeson, Richmond, (910) 433-3300 Sampson, Scotland (910) 486-0707 Fax Mooresville Regional Office 610 E. Center Avenue Alexander, Cabarrus, Catawba, Cleveland, Mooresville, North Carolina 28115 Gaston, Iredell, Lincoln, Mecklenburg, Rowan, (704) 663-1699 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) 791-4200 Northampton, Orange, Person, Vance, Wake, (919) 788-7159 Fax Warren, Wilson Washington Regional Office 943 Washington Square Mall Beaufort, Bertie, Camden, Chowan, Craven, Washington, North Carolina 27889 Currituck, Dare, Gates, Greene, Hertford, Hyde, (252) 946-6481 Jones, Lenoir, Martin, Pamlico, Pasquotank, (252) 975-3716 Fax Perquimans, Pitt, Tyrrell, Washington, Wayne Wilmington Regional Office 127 Cardinal Drive Extension Brunswick, Carteret, Columbus, Duplin, New Wilmington, North Carolina 28405 Hanover, Onslow, Pender (910) 796-7215 (910) 350-2004 Fax Winston-Salem Regional Office 585 Waughtown Street Alamance, Alleghany, Ashe, Caswell, Davidson, Winston-Salem, North Carolina 27107 Davie, Forsyth, Guilford, Rockingham, Randolph, (336) 771-5000 Stokes, Surry, Watauga, Wilkes, Yadkin (336) 771-4630 Fax For more information, please visit our web site at: http://h2o. enr.state. nc. uslperes/Collection % 2OSystemsICollectionSystemsHome. html or contact the Regional Office serving your county. FTA 12/07 — — - ------ USE�_ THE TAB KEY TO MOVE FROM FIELD TO FIELDI Application Number: - / (to be completed by DWQ) N oo Fc 1. Owner/Permittee: 1a. Hoke Count Full Legal Name (company, municipality, HOA, utility, etc.) Z 1 b. Tim Johnson, County Manager Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!) H 1 c. The legal entity who will own this system is: ❑ Individual ❑ Federal Z Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify): 0 1 d. PO Box 210 1 e. Raeford LL Mailing Address City Z 1f. NC 1g. 28376 Z State Zip Code 0 1 h. 910-875-8751 1 i. 910-875-9222 1j. QTelephone Facsimile E-mail V 2. Proiect (Facility) Information: J 2a. Sanitary Sewer Improvements to Serve Wedgefield Phase 2 2b. Hoke d Subdivision County Where Project is Located d Q 3. Contact Person: _ Lee Humphrey Q3a. Name and Affiliation of Someone Who Can Answer Questions About this Application 3b. (910) 692-5616 3c. LHumphrey@Hobbsupchurch.com Phone Number E-mail 1. Project is Z New ❑ Modification (of an existing permit) If Modification, Permit No.: 2. Owner is Z 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 C) ❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) ❑ Homeowner Assoc./Developer (Instruction D) ❑ Selling units (lots, townhomes, etc. - go to Item B(2b)) 3. City of Fayetteville PWC Z Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project 0 4a. Rockfish Creek WRF 4b. NCO050105 Name of WWTF WWTF Permit No. 5a. City of Fayetteville PWC 5b. 8" Z Gravity 5c. N/A Owner of Downstream Sewer Receiving Sewer Size ❑ Force Main Permit # of Downstream Sewer (Instruction E) 0 6. The origin of this wastewater is (check all that apply): Z H Z Residential Subdivision ❑ Retail (Stores, shopping centers) 100 % Domestic/Commercial ❑ Apartments/Condominiums ❑ Institution % Industrial (attach ❑ Mobile Home Park ❑ Hospital description.) LLJ ❑ School ❑ Church ❑ Restaurant ❑ Nursing Home (RO: contact your Regional Office d ❑ Office Pretreatment staff ❑ Other (specify): m % Other (specify): j 7. Volume of wastewater to be allocated or permitted for this particular project: 21.420 gallons per day *Do not include future flows or previously permitted allocations 3�7a� 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 0 W n Z_ H O U Z O H Q O U. Z H W a Vol 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). 102 single family residences @ 210gpd = 21,420 gpd 10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary) Size (inches) a Length (feet) New Gravity or Additional Force Main 5385 Gravity 11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary) Pump Station Location ID (self chosen - as shown on plans/map for reference) 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 Pump Station Location ID Design Flow (MGD) Pump Station Location ID Design Flow (MGD) (self chosen - as shown on plans/map for reference) Operational Point Power Reliability Option GPM @TDH 1 - permanent generator w/ATS; Force Main Size Force Main Length 2 - portable generator w/MTS (self chosen - as shown on plans/map for reference) Operational Point Power Reliability Option 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 13,12 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 FTA12/07 14. , Have the following permits/certifications been submitted for approval for the system or project to be served? Z O H Q U_ ILL H IX W U u 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 1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name) 1 a. 1, Tim Johnson , attest that this application for Sanitary Sewer Improvements to Serve Wedgefield Subdivision Phase 3A 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 documental 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 exQeeq $10, 000 as well as civil penalties up to $25, 000 per violation. Signing Date ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIM 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, Fred M. Hobbs attest that this application for Sanitary Sewer Improvements to Serve Wedgefield Subdivision Phase 3A 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 t 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 2a. Fred M. Hobbs Professional Engineer Name 2b. Hobbs, Upchurch and Assoiciates, P.A. Engineering Firm 2c. 300 S.W. Broad Street Mailing Address 2d. Southern Pines 2e. NC 2f. 28387 City State Zip 2g. (910) 692-5616 2h. (910) 692-7342 2i. F.Hobbs@hobbsupchurch.com Telephone Facsimile E-mail •�' Gv NC PE Seal, Signature & Date Ff A 12/07 USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number: (to be completed by DWQ) Al OQ3S3 8 1. Owner/Permittee: 1a. Hoke Count Full Legal Name (company, municipality, HOA, utility, etc.) 0 1 b. Tim Johnson, Count Manager 0 Signing Official Name and Title (Please review 15A NCAC 2T .0106 (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): IX 0 1 d. PO Box 210 le. Raeford LL Mailing Address City Z 1f. NC 1g. 28376 Z State Zip Code 0 1 h. 910-875-8751 1 i. 910-875-9222 1 j. Telephone Facsimile E-mail U2. Project (Facility) Information: J 2a. Sanitary Sewer Improvements to Serve Wedgefield Phase 2 2b. Hoke a Subdivision County Where Project is Located a Q 3. Contact Person: Q3a. Lee Humphrey Name and Affiliation of Someone Who Can Answer Questions About this Application 3b. (910) 692-5616 3c. LHumphrey@Hobbsupchurch.com Phone Number E-mail 1. Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.: 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 C) ❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) ❑ Homeowner Assoc./Developer (Instruction D) ❑ Selling units (lots, townhomes, etc. - go to Item B(2b)) 3. City of Fayetteville PWC ZZ Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project _ 4a. Rockfish Creek WRF 4b. NCO050105 Q Name of WWTF WWTF Permit No. 5a. City of Fayetteville PWC 5b. 8" ® Gravity 15c. N/A OOwner of Downstream Sewer Receiving Sewer Size El Force Main Permit # of Downstream Sewer (Instruction E) LL 6. The origin of this wastewater is (check all that apply): Z ( - FJ4HOBBS, UPC9- URCH & ASSOCIA9T S, P.q. CONSULTING ENGINEER H C"°"O" N P.O. BOX 1737, 300 S.W. BROAD STREET NORTH 2-531 AA SOUTHERN PINES, NC 28388 66-11-53I (910)692-5616 Exactly Four hundred eighty and no / 100 Dollars PAY TO THE ORDER N . C . DENR OF: DATE 5/5/2011 DAYS SIGNATURE 70742 70742 AMOUNT $480.00 v� � HOBBS, UPCHUR,CH&ASSOCIArIE'S, P.A. N. C. DENR Tran # Invoice Type Date Reference 50345 050511hc1016 Invoice 05/05/11 1n/Q DO 353817 Date 5/5/2011 Balance $480.00 Check Number: Check Amt: Discount $0.00 N' ,R MAY 19 9-011 70742 70742 $480.00-' Pay Amount $480.00 70742 Homy, `ZIPCHuRcH & AssomTfs, P.q. BW 70742 CONSULTING ENGINEER P.O. BOX 1737, 300 S.W. BROAD STREET NORTH CAROLINA SOUTHERN PINES, NC 28388 66-112-531 (910)692-5616 Exactly Four hundred eighty and no / 100 Dollars DATE AMOUNT 5/5/2011 $480.00 B 0 PAY TO THE ° ORDER N . C . DENR .� n OF: VOLD DAYS 8 NC ,r % UTHORIZED SIGNATURE Permit Number WQ0035387 Central Files: APS SWP 06/06/11 Permit Tracking Slip Program Category Status Project Type Non -discharge Active New Project Permit Type Version Permit Classification Gravity Sewer Extension, Pump Stations, & Pressure Sewer 1.00 Individual Extensions Primary Reviewer Permit Contact Affiliation trent.allen Coastal SW Rule Permitted Flow 21420 Facilit Facility Name Major/Minor Region Wedgefield Subdivision, Phase Two Major Fayetteville Location Address County Hoke Facility Contact Affiliation Owner Owner Name Hoke County Owner Type Government - Municipal Owner Affiliation Tim Johnson 227 N Main St Raeford NC 28376 Scheduled Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration 06/06/11 05/19/11 06/06/11 06/06/11 Regulated Activities Requested/Received Events Wastewater collection Additional information requested Additional information received Outfall NULL Waterbody Name Stream Index Number Current Class Subbasin OF W A T FR State of North Carolina Department of Environment and Natural Resources co Division of Water Quality Flow Tracking/Acceptance for Sewer Extension Permit Applications (FTSE—10/07) Project Applicant Name: Hoke County Project Name for which flow is being requested: SS Improvements to Serve Wedgefield Subdivision Phase 3A_ More than one ME-10107 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: Rockfish Wastewater Treatment Facility b. WWTP Facility Permit #: NPDES NC0050105 All flows are in MGD c. WWTP facility's permitted flow 21.0 d. Estimated obligated flow not yet tributary to the WWTP 3.378 e. WWTP facility's actual avg. flow 12.9 f. Total flow for this specific request 0.0317 g. Total actual and obligated flows to the facility 16.310 h. Percent of permitted flow used 77.67% 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 #82 — Hoke County .262 199 III. Certification Statement: I, Joseph E. Glass , 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 ceqikcation applies to those items listed above in Sections I and II for which I am the responsible party. Signature of is orm indi to cep this wastewater flow. Signing Official Signature Date i il MR Hobbs Upchurch Associates �Y i TRANSMITTAL TO: Division of Water Quality Fayetteville Regional Office 225 Green Street, Suite 714 Fayetteville, NC 28301 FROM: Lee Humphrey Hobbs, Upchurch & Associates, P.A. DATE: May 18, 2011 RE: Sanitary Sewer Improvements to Serve Wedgefield Subdivision — PHASE 3A Enclosed please find: HUA PROJECT # HC1016 DENR-FRCS MAY 19 2011 DWQ (1) Original and (1) copy of the Fast Track Application (2) Copies of the Flow Tracking/Acceptance for Sewer Extension Permit Applications (1) USGS color map of the project area (1) Check for $480.00 Please call this office if you have any questions. T 910-692-5616 • F: 910-692-7342 • 300 SW BROAD STREET • SOUTHERN PINES. NC 25374 • WWW.HOBBSUPCHURCH.COM SUPERIOR PERFORMANCE- i HROUGH INNOVATIVE DESIGN 79° 12' 0. " 79° 10' 0. 79° 08' b0.09" W 979° 06' b0.00" W w - 1 - y y _ �— •� . - , 3 \ IX \ it •f• � .�• .. ° �: Ilk r_ PHASE 3A MAN a. 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