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HomeMy WebLinkAboutWQ0037797_Application (FTSE)_20150513Z 0 F— Q 0 uIL Z A. APPLICATION NFORMATION 2 cc W a m USE THE TAB KEY TO MOVE FROM FIELD TO FIELD 1. Owner/Permittee: la. City of Goldsboro 1 b. Full Legal Name (company, municipality, HOA, utility, etc.) Mr. Scott Stevens, City Manager Application Number: Y V• DO ?R (`1 (to be completed by DWR) VVVV VVVV "I 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: El Individual ❑ Federal ® Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify): 1d. PO DrawerA le. Goldsboro Mailing Address City 1 f. NC 1 g. 27533 State 1 h. 919-580-4330 1 i. 919-580-4344 1j. Telephone Facsimile 2. Proiect (Facility) Information: 2a. Norwood Ave Sewer Extension Brief Project Name (permit will refer to this name) 3. Contact Person: 3a. Bryan K Jones, PE 3b. Zip Code E-mail 2b. Wayne County Where Project is Located Name and Affiliation of Someone Who Can Answer Questions About this Application 919-221-5222 Phone Number 3c. bkjones@nc.rr.com 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. City of Goldsboro ❑ Private (go to Item 2(a)) 2b. If sold, facilities owned by a (must choose one) ❑ Public Utility (Instruction D) ❑ Homeowner Assoc./Developer (Instruction E) Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project 4a. Goldsboro WWTP Name of WWTF 5a. City of Goldsboro Owner of Downstream Sewer 5b. 8 ® Gravity Receiving Sewer Size El Force Main 6. The origin of this wastewater is (check all that apply): ❑ Residential Subdivision ® Apartments/Condominiums ❑ Mobile Home Park ❑ School ❑ Restaurant ❑ Office 4b. NC 0023949 WWTF Permit No. 5c. WQ0035817 Permit # of Downstream Sewer (Instruction F) ❑ Retail (Stores, shopping centers) ❑ Institution El Hospital ❑ Church ❑ Nursing Home ❑ Other (specify): 100 % Domestic/Commercial % Industrial (Attach Description) % Other (Attach Description) 7. Volume of wastewater to be allocated or permitted for this particular project: 10,080 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. RECEID/NCDENR/DWR ❑ Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a permit is required) MAY 13 2U'5 FTA 10-14 APPLICATION Page 4 of 6 limy AegK)nal ons Section Regional Office B. PERMIT INFORMATION (CONTINUED) 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). 84 bedrooms @ 120 gpd = 10,080 gpd 10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary) Size (inches) Length (feet) New Gravity or Additional Force Main 8" 530 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) Longitude: Latitude: Design Flow Operational Point Power Reliability Option (MGD) 1 GPM @TDH - permanent generator w/ATS; Force Main Size Force Main Length 2 - portable generator w/MTS Pump Station Location ID: (self chosen - as shown on plans/map for reference) Longitude: Latitude: 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 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 B,12 please contact the Central Office PERCS Unit) 13. Does the sewer system comply with the Minimum Design Criteria for the 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, complete and submit the Variance/Alternative Design Request (VADC 10-14) application and supporting documents for review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents. FTA 10-14 APPLICATION Page 5 of 6 14. Have the following permits/certifications been submitted for approval for the system or project to be served? Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No ® N/A Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ N/A Trout Buffer Waiver? ❑ Yes ❑ No ® N/A Stormwater? ® Yes ❑ No ❑ N/A 15. Does this project include any high priority lines (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: C. CERTIFICATIONS 1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name) 1, Scott A Stevens attest that this application for Norwood Ave Sewer Ext. has been reviewed by me and is accurate and complete to the best of my knowledge. l 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 143-215.6E 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 t. $25,000 per violation. 1 a. Sign}rfg Official Signature Z3- IC Date ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY 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, Bryan K Jones, PE ,attest that this application for Cypress Court Apartments 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 143-215.68 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. Bryan K Jones, PE Professional Engineer Name 2b. Bryan K Jones Consulting Engineers, PA Engineering Firm 2c. PO Box 10882 Mailing Address 2d. Goldsboro City 2e. NC 2f. 27532 State Zip 2g. 919.221.5222 2h. 2i. bkjones@nc.rr.com Telephone Facsimile E-mail ,i*tSS/O SEA 0302 NE� <a5 "IN K JO?� NC PE Seal, Signature & Date FTA 10-14 APPLICATION Page 6 of 6 OF WA7- 9 State of North Carolina ^4�G Department of Environment and Natural Resources r Division of Water Quality -c Flow Tracking/Acceptance for Sewer Extension Permit Applications (FTSE —10/07) Project Applicant Name: City of Goldsboro Project Name for which flow is being requested: Lochstone Apt. ( Norwood Ave Sewer Ext.) 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: City of Goldsboro Water Reclamation Facility b. WWTP Facility Permit #: NC 0023949 All flows are in MGD c. WWTP facility's permitted flow 14.2 d. Estimated obligated flow not yet tributary to the WWTP 1.585595 e. WWTP facility's actual avg. flow 9.67 f. Total flow for this specific request 0.01008 g. Total actual and obligated flows to the facility 11.265675 h. Percent of permitted flow used 79.34 % II. Complete this section for each pump station you are responsible for along the route of this proposed wastewater flow. List pump stations located between the project connection point and the WWTP Pump Station Name Approx. Capacity, MGD Approx. Current Avg. (Firm/Design) Daily Flow, MGD Westbrook Pump Station 18 mgd/firm 9.12 MGD III. 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 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. 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