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HomeMy WebLinkAboutWQ0032768_Application (FTSE)_20080219Z 0 H Q cc 0 11 Z Z 0 H a U_ —J a 0 Q Q )RMATION 1. 1 a. 1 b. 1 c. USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Owner/Permittee: Town of Elizabethtown Application Number: (to be completed by DWQ) Full Legal Name (company, municipality, HOA, utility, etc.) Alton Bryant, Public Works Director Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!) The legal entity who will own this system is: ❑ Individual El Federal ® Municipality ❑ State/County ❑ Private Partnership ❑ Corporation El Other (specify): 1 d. P.O. Box 716 Mailing Address 1f. North Carolina State 1 h. (910) 862-2066 1 i. (910) 862-7117 Telephone Facsimile 2. Protect (Facility) Information: 2a. Locks Road Pump Station Upgrade Brief Project Name (permit will refer to this name) 3. Contact Person: 3a. Bill Lester, Jr., P.E. le. Elizabethtown City 1 g. 28337-0716 Zip Code 1j. manager@elizabethtownnc.org E-mail 2b. Bladen County Where Project is Located Name and Affiliation of Someone Who Can Answer Questions About this Application 3b. (910) 692-5616 Phone Number Project is ® New 3c. blester@hobbsupchurch.com E-mail 0 Modification (of an existing permit) If Modification, Permit No.: 2. Owner is ® Public (skip to Item B(3)) 2a. If private, applicant will be: ❑ Private (go to Item 2(a)) 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)) ❑ Selling units (lots, townhomes, etc. - go to Item B(2b)) . Town of Elizabethtown ❑ Public Utility (Instruction C) 0 Homeowner Assoc./Developer (Instruction D) Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project 4a. Elizabethtown WWTP Name of WWTF 5a. Town of Elizabethtown 5b. 18 inch ;® G 4b. NC0026671 WWTF Permit No. ................................................................ • ravity .5c. Not Known Owner of Downstream Sewer !Receiving Sewer Size :❑ Force Main • • . - — •�--. i -.1i onnlvl• Permit # of Downstream Sewer (Instruction E) NJ HOBBS, 21PCHU CH ASSOCIATES, P.A. CONSULTING ENGINEERS P.O. BOX 1737, 300 S.W. BROAD STREET SOUTHERN PINES, NC 28388 (9101692-5616 Exactly Four hundred eighty and no / 100 Dollars PAY TO THE ORDER OF: N. C. DENR NC BBB' Branch Banking and Trust Company 66-112/531 DATE 1/28/2008 VOID AFTER 90 DAYS AUT4,d-0X/if_TURE 47332 47332 AMOUNT $480.00 State of North Carolina Department of Environment and Natural Resources Division of Water Quality 1 _ tp. OQ FAST -TRACK APPLICATION 0 A (FTA 12/07 ) for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS (Pressure & Vacuum sewer systems are not to be included as part of this application package) INSTRUCTIONS: Indicate that you have included/addressed the following list of required application package items by checking the space provided next to each applicable item. Failure to submit all required items will lead to your application being returned as incomplete. Forms are available from the web site or by calling the Regional Office serving your county: http://h2o. enr. state. nc. us/percs/Collection%20Systems/CollectionSystemApplications.html ® A. Application Form - Submit one original and one copy of the completed and appropriately executed application form. The application should include a project narrative describing the final build -out design (i.e. system and/or pump station to ultimately serve 500 homes, but flow for only 100 homes being requested now). For modifications, clearly explain the reason for the modification (i.e. adding another phase, changing line size/length, etc.). Only include the modified information in this permit application - do not duplicate project information that has already been included in the original permit. Any changes to this form will result in the application being returned. The Division of Water Quality (Division) will only accept application packages that have been fully completed with all applicable items addressed. You do not need to submit detailed plans and specifications unless you respond NO to Item B(13). Separate applications should be made for non-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. ® 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 Tr-lgraphic Map of sufficient scale to identify the entire project area and the closest surface waters. Each map o, .,aps 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 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 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(1b). The PE should NOT certify the application if he/she is unfamiliar with 15A NCAC Chapter 2T, the Gravity Sewer Minimum Design Criteria (most recent version) and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains (most recent version), as applicable to the project. THE COMPLETED FTA 12107 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 Mali 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, Allegheny, 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. FTA 12/07 Z 0 H Q ce 0 LL Z (- LU a m USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! 1. OwnerlPermittee: 1 a. Town of Elizabethtown Application Number: �� (to be completed by DWQ) 0032768 Full Legal Name (company, municipality, HOA, utility, etc.) 1b. Alton Bryant, Public Works Director Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!) lc. The legal entity who will own this system is: O Individual 0 Federal ® Municipality 0 State/County ❑ Private Partnership 0 Corporation 0 Other (specify): ld. P.O. Box 716 le. Elizabethtown Mailing Address City 1f. North Carolina lg. 28337-0716 State Zip Code 1 h. (910) 862-2066 1 i. (910) 862-7117 1j. manager@elizabethtownnc.org Telephone Facsimile E-mail 2. Project (Facility) Information: 2a. Locks Road Pump Station Upgrade Brief Project Name (permit will refer to this name) 3. Contact Person: 3a. Bill Lester, Jr., P.E. 2b. Bladen County Where Project is Located Name and Affiliation of Someone Who Can Answer Questions About this Application 3b. (910) 692-5616 3c. blester@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)) 2a. If private, applicant will be: ❑ Retaining Ownership (i.e. store, church, single office, etc.) or ❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) ❑ Selling units (lots, townhomes, etc. - go to Item B(2b)) 3. Town of Elizabethtown ❑ Private (go to Item 2(a)) 2b. If sold facilities owned by a (must choose one) ❑ Public Utility (Instruction C) ❑ Homeowner Assoc./Developer (Instruction D) Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project 4a. Elizabethtown WWTP Name of WWTF 5a. Town of Elizabethtown 5b. 18 inch Z Gravity 5c. Owner of Downstream Sewer Receiving Sewer Size ElForce Main 6. The origin of this wastewater is (check all that apply): ❑ Residential Subdivision ❑ Apartments/Condominiums ❑ Mobile Home Park ❑ School O Restaurant ❑ Office 4b. NC0026671 WWTF Permit No. Not Known Permit # of Downstream Sewer (Instruction E) ❑ Retail (Stores, shopping centers) ❑ Institution ❑ Hospital 0 Church O Nursing Home ® Other (specify):Municipal 100 % Domestic/Commercial % Industrial (attach description.) (RO: contact your Regional Office Pretreatment staff) % Other (specify): 7. Volume of wastewater to be allocated or permitted for this particular project: 0 gallons per day *Do not include future flows or previously permitted allocations 8. If the permitted flow is zero, indicate why: O Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line ❑ Flow has already been allocated in Permit No. ® Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a permit is required) FTA 12/07 9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use data in accordance with 15A NCAC 2T .0114 (f). No additional flow will result from this project. Work is for rehabilitation of an existing pump station. 10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary) Size (inches) Length (feet) N/A New Gravity or Additional Force Main 11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary) Pump Station Location ID Design Flow (MGD) Locks Road Pump Station #1 (Locks Road (self chosen - as shown on plans/map for reference) Operational Point GPM @TDH 1300 @ 111 Power Reliability Option 1 - permanent generator w/ATS; Force Main Size Force Main Length 2 - portable generator w/MTS 2-Permanent Generator 10" (Existing) 4,540 LF (Existing) Pump Station Location ID (self chosen - as shown on plans/map for reference) Design Flow (MGD) Operational Point Power Reliability Option GPM @TDH 1 - permanent generator w/ATS; 2 - portable generator w/MTS Force Main Size Force Main Length 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 2rd 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 El No If No, please reference the pertinent minimum design criteria or regulation and indicate why a variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS PERTINENT TO THE VARIANCE WITH YOUR APPLICATION FTA 12/07 14. Have the following permits/certifications been submitted for approval for the system or project to be served? Wetland/Stream Crossings - General Permit or 401 Certification? El Yes ❑ No Z N/A Sedimentation and Erosion Control Plan? ❑ Yes ❑ No ® N/A Stormwater? D 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) la. 1, Alton Bryant, Public Works Director, attest that this application for Locks Road Pump Station Upgrade 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,Q00 per violation. Signing Official Signature Zj131os Date ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY cn TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305 Z 0 Q2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name) 1, Bill Lester, Jr., P.E., attest that this application for Locks Road Pump Station Upgrade has been reviewed by me and LL. is accurate, complete and consistent with the information in the engineering plans, calculations, and all other supporting F- 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 W adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force C.) 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 V 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. Bill Lester, Jr., P.E. Professional Engineer Name 2b. Hobbs, Upchurch & Associates, P.A. Engineering Firm 2c. P.O. Box 1737 Mailing Address 2d. Southem Pines City 2e. NC 2f. 28388 State Zip 2g. (910) 692-5616 2h. (910) 692-7342 2i. blester@hobbsupchurch.com Telephone Facsimile E-mail NC PE Seal, Signature & Date FTA 12/07 State of North Carolina Department of Environment and Natural Resources Division of Water Quality Flow Tracking/Acceptance for Sewer Extension Permit Applications (FTSE —10/07) Project Applicant Name: Town of Elizabethtown Project Name for which flow is being requested: Locks Road Pump Station Upgrade More than one FTSE-10/07 may be required for a single project if the owner of the WWTP is not responsible for all pump stations along the route of the proposed wastewater flow. I. Complete this section only if you are the owner of the wastewater treatment plant. a. WWTP Facility Name: Town of Elizabethtown WWTP b. WWTP Facility Permit #: NC0026671 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 1.225 0.060 0.666 0.000 0.726 59.3% 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 (Firm/Design) None Approx. Current Avg. Daily Flow, MGD III. Certification Statement: I, Alton Bryant, Public Works Director, 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 acceptc- of this wasted ter flow. Signing Official Signature Date (owth 0 " W A TE .,H o -c State of North Carolina Department of Environment and Natural Resources Division of Water Quality WATERSHED CLASSIFICATION ATTACHMENT (WSCAS-12/07) FOR SEWER SYSTEMS The Division of Water Quality (Division) will not consider this attachment form to be complete unless all the instructions are followed. Failure to follow the instructions or to submit all of the required items will lead to additional application processing and review time. For more information or for an electronic version of this form, visit our web site at: http://h2o.enr. state. nc. us/peres/ INSTRUCTIONS TO THE APPLICANT: A. Attachment Form: ✓ If the entire project area is a minimum of 100 feet from any surface water or wetlands, this classification is NOT necessary. If any portion of the project is within 100 feet of any surface water or wetlands, this form must be completed for the pertinent sections. ✓ Do not submit this attachment form for review without a corresponding permit application (Form FTA-12/07) unless requested by the Division. ✓ Any changes to this attachment form will result in the application package being returned. B. Prepare the attachment form with the requested information for each portion of the project area that is within 100 feet of a waterbody or wetlands. ✓ Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM WSCAS-12/07 (SEWER SYSTEMS)" to collect the stream classification data. This document is available from our web site at the address shown above or by contacting the appropriate Division of Water Quality regional office. ✓ The same Professional Engineer who certified the permit application form should seal this form. Different Professional Engineering seals may be accepted from engineers within the same firm. ✓ 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. For instance, 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 for each different waterbody (where the sewer line is within 100 feet of such waterbody) and corresponding classifications should be recorded. C. Include the attachment form and the map portions with the permit application for submittal to the appropriate regional office. ✓ A list of the Division's regional offices, their county coverage, and their contact information may be downloaded from the web site at: http://www.enr.state.nc.us/html/regionaloffices.html. ***THESE INSTRUCTIONS DO NOT NEED TO BE SUBMITTED*** INSTRUCTIONS FOR FORM: WSCAS-12/07 FORM WSCAS-12/07 WATERSHED CLASSIFICATION ATTACHMENT FOR SEWER SYSTEMS Applicant Name Project Name Town of Elizabethtown Locks Road Pump Station Upgrade Professional Engineer Name Engineering Firm Name Bill Lester, Jr. P.E. Hobbs, Upchurch & Associates, P.A. Location ID Name of Waterbody' County River Basin Waterbody Stream Index No. Waterbody Classification 1 Browns Creek Bladen Cape Fear 18-45 C If unnamed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary joins. 1 certify that as a Registered Professional Engineer in the State of North Carolina that I have diligently followed the Division's instructions for classifying waterbodies and that the above classifications are inclusive of the stated project, complete and correct to the best of my knowledge and belief. PE Seal, Signature and Date *** END OF FORM WSCAS-12/07 *** FORM: WSCAS-12/07 Page 1 of 1