Loading...
HomeMy WebLinkAboutWQ0041877_Application (FTSE)_20200817Permit Number W00041877 Program Category Non -discharge Permit Type Gravity Sewer Extension, Pump Stations, 8 Pressure Sewer Extensions Primary Reviewer dean.hunkele Coastal SWRuIe Permitted Flow Facil Facility Name Live Oak Commons Location Address Owner Central Files: APS _ SWP 8/7/2020 Permit Tracking Slip Status Project Type In review New Project Version Permit Classification A Individual Permit Contact Affiliation Major/Minor Region Minor Wilmington County Carteret Facility Contact Affiliation Owner Name Owner Type Town of Beaufort Government - Municipal Owner Affiliation Everette S. Newton Mayor 701 Front St Dates/Events Beaufort NC 28516 Scheduled Ong Issue App Received Draft Initiated Issuance 7/27/2020 Regulated Activities To: NCDEQ-WATER QUALITY SECTION 127 CARDINAL DRIVE EXT WILMINGTON, NC 28405 WE ARE SENDING YOU: THE CULLIPHER GROUP, P.A. ENGINEERING & SURVEYING SERVICES HESTRON PLAZA TWO 151-A NC HWY 24 MOREHEAD CITY, NC 28557 RECEIVED P:(252) 773-0090 F:(25522) 773-02433 JUL 2 7 2020 I LETFER ®r T NSM��A L 11 fib f� NCbEQ WILMINGTON RO DATE 2020, July 24 JOB NO. PM1070-11 ATTENTION DEAN HUNKELE RE: LIVE OAK COMMONS SUBDIVISION BEAUFORT. CARTERET COUNTY COPIES DATE NO. DESCRIPTION 1 COVER LETTER 1/1 ORIGINAL AND COPY FTA 04-16 APPLICATION 1 FTSE 10-18 APPLICATION 1 APPLICATION FEE $480.00 1 USGS TOPO MAP 1 STREET LEVEL MAP THESE ARE TRANSMITTED as checked below: ❑ For approval ❑Resubmit copies for approval ❑ For your use [—]Submit copies for distribution ❑ As requested ❑✓ For review and comment ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US PLEASE CALL OR EMAIL WITH ANY QUESTIONS. COPY TO SIGNED GINGERY. TURNER, PE R17CEIVE9 JUL 2 7 2020 THE CULLIPHER GROUP, P.A. NCDEQ ENGINEERING & SURVEYING SERVICES WILMINGTON RO July 9, 2020 NCDEQ Wilmington Regional Office Water Quality Section 127 Cardinal Drive Extension Wilmington, NC 28405 RE: Live Oak Commons Sewer Extension Town of Beaufort, Carteret County The enclosed submittal is for a public sewer extension to an 8-lot single family subdivision, located on the north side of Live Oak Street in Beaufort, North Carolina. A flow of 3,840 GPD is requested for the development. The extension is proposed via cut in manhole on an existing 8" public sewer main located within the right of way of Live Oak Street and on the project side. The following are included in the application package: • Check in the amount of $480.00 • USGS Topographic Map • FTA 04-16 • Street level map • FTSE 10-18 If you have any questions or concerns please do not hesitate to contact me. Sincerely, NJ cJEGinger . Turner, HESTRON PLAZA TWO 151-A NC HWY 24 MOREHEAD CITY, NC 28557 (252)773-0090 SEAL 35970 �i� �oNGIN' `•••,GeR Y. State of North Carolina DWR Department of Environmental Quality Division of Water Resources 15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION Division of Water Resources ( p}� FTA 04-16 & SUPPORTING DOCUMENTATION Application Number: W (O '� (to be completed by DWR) All items must be completed or the application will be returned 1. APPLICANT INFORMATION: 1. Applicant's name: Town of Beaufort (company, municipality, HOA, utility, etc.) 2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility ❑ Federal ❑ State/County ® Municipal ❑ Other 3. Signature authority's name: John Day per 15A NCAC 02T .0106(b) Title: Town Manager 4. Applicant's mailing address: 701 Front Street City: Beaufort State: NC Zip: 28516- 5. Applicant's contact information: Phone number: (252) 728-2141 Email Address: i.day@beaufornc.org 11. PROJECT INFORMATION: 1. Project name: Live Oak Commons 2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project If a modification, provide the existing permit number: W000 and issued date: If new construction but part of a master plan, provide the existing permit number: WQ00 3. County where project is located: Carteret 4. Approximate Coordinates (Decimal Degrees): Latitude: 34.721 ° Longitude:-76.651° 5. Parcel ID (if applicable): N/A (or Parcel ID to closest downstream sewer) IiilCK�J►`�Y7LrA1�1►G�T►`I��]T7 IRi [i]i;p 1. Professional Engineer: Ginger Y. Turner, PE License Number: 36970 Firm: The Cullipher Group, PA Mailing address: 151-A Highway 24 City: Morehead City State: NC Zip: 28557- Phone number: (252) 773-0090 Email Address: ginger@tcgpa.co IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION: 1. Facility Name: Beaufort WWTP Permit Number: NC 0021831 Owner Name: Town of Beaufort V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF): 1. Permit Number(s): WQ_ Downstream (Receiving) Sewer Size: 8 inch System Wide Collection System Permit Number(s) (if applicable): WQCS00102 Owner Name(s): Town of Beaufort FORM: FTA 04-16 Page 1 of 5 VL GENERAL REQUIREMENTS 1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached? ❑ Yes ❑No ®N/A 2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached? ❑ Yes ❑No ®N/A 3. If the Applicant is a Home/Property Owners' Association. has an Operational Agreement (FORM: HOA) been attached? ❑ Yes [-]No ®N/A 4. Origin of wastewater: (check all that apply): ® Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash ❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels ❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse ❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash ❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment) 5. Nature of wastewater: 100 % Domestic/Commercial % Commercial % Industrial (See 15A NCAC 02T .0103(20)) ►,Is there a Pretreatment Program in effect? ❑ Yes ❑ No 6. Hasa flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ Yes ® No ➢ If yes, provide a cony of flow reduction anoroval letter 7. Summarize wastewater generated by project: Establishment Type (see 211.01140 Daily Design Flow a," No. of Units Flow 4-Bedroom Single Family Residence 480 gal/day 8 3,840 GPD gal/ GPD gal/ GPD gal/ GPD gal/ GPD gal/ GPD Total 3,840 GPD a See 15A NCAC 02T .0114(b). (d). (e)(1) and (e)(22) for caveats to wastewater design flow rates (i.e., minimum flow per dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas; and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined in G.S. 42A-4). b Per 15A NCAC 02T .0l 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data. 8. Wastewater generated by project: 3 840 GPD (per 15A NCAC 02T .0114) ➢ Do not include future flows or previously permitted allocations If permitted flow is zero, indicate why: ❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line ❑ Flow has already been allocated in Permit Number: ❑ Rehabilitation or replacement of existing sewer with no new flow expected ❑ Other (Explain): FORM: FTA 04-16 Page 2 of 5 VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers): 1. Summarize gravity sewer to be permitted: Size (inches) Length (feet) Material 8 170 SDR35 ➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria ➢ Section III contains information related to minimum slopes for gravity sewer(s) ➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC Vill. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains): COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT 1. Pump station number or name: 2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: - 3. Design flow of the pump station: _ millions gallons per day (firm capacity) 4. Operational point(s) of the pump(s): _ gallons per minute at feet total dynamic head (TDH) 5. Summarize the force main to be permitted (for this Pump Station): Size (inches) Length (feet) Material 6. Power reliability in accordance with 15A NCAC 02T 0305(h)(1): ❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B): ➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day ➢ Must be permanent to facility Or if the pump station has an average daily flow less than 15,000 gallons per day: ❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T .0305(h)(1)(C) or ❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C): ➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement) and is compatible with the station. ➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage capacities and the rotation schedule of the portable power source or pump, including travel timeftames, shall be provided in the case of a multiple station power outage. FORM: FTA 04-16 Page 3 of 5 IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(i)): 1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g) ➢ 15A NCAC 02T.0305(fl contains minimum senarations that shall he nrnvided fnr sewer systems- ® Yes [—]No Setback Parameter* Separation Required Storm sewers and other utilities not listed below vertical 24 inches Water mains vertical -water over sewer including in benched trenches 18 inches Water mains horizontal 10 feet Reclaimed water lines vertical - reclaimed over sewer 18 inches Reclaimed water lines horizontal - reclaimed over sewer 2 feet **Any private or public water supply source, including any wells, WS-I waters of Class I or Class II impounded reservoirs used as a source of drinking water 100 feet **Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal high water or tide elevation and wetlands see item IX.2 50 feet **Any other stream, lake, impoundment, or ground water lowering and surface drainage ditches 10 feet Any building foundation 5 feet Any basement 10 feet Top slope of embankment or cuts of 2 feet or more vertical height 10 feet Drainage systems and interceptor drains 5 feet Any swimming pools 10 feet Final earth grade vertical 36 inches ➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(fl cannot be achieved. ➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications weboage ➢ If noncompliance with 02T.0305( orb see Section X of this application 2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes [-]No ❑ N/A ➢ See the Division's draft separation requirements for situations where separation cannot be meet ➢ No variance is required if the alternative design criteria specified is utilized in design and construction ➢ As built documents should reference the location of areas effected 3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No ® N/A ➢ This would include Trout Buffered Streams per 15A NCAC 213.0202 4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No individual permits or 401 Water Quality Certifications? ➢ Information can be obtained from the 401 & Buffer Permitting Branch 5. Does project comply with 15A NCAC 02T 0105(c)(6) (additional permits/certifications)? ® Yes ❑ No Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent pennits (erosion and sedimentation control plans, stormwater management plans, etc.). 6. Does this project include any sewer collection lines that are deemed "high -priority?" Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer. ❑ Yes ® No ❑ N/A ➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location) High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit. FORM: FTA 04-16 Page 4 of 5 X. CERTIFICATIONS: 1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable? N Yes ❑ No If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents. 2. Professional Engineer's Certification: 6 I✓ o Ci'- y. Tl w Engineer's name from Application Item III.1.) that this application for has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications, engineering calculations, and all other supporting documentation to the best of my knowledge. 1 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 (latest version), and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains (latest version). 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 General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement, representation, or certification in any application package 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. _•gN�A11!�h���,_ North Carolina Professional Engineer's seal, signature, and date: i' SEAL 'I c 36970 ���.Ci • •�NGINE�e'•. �Q•,• '4r,,FR Y. J��r• A.............................................................. 3. Applicant's Certification per 15A NCAC 02T .0106(b): Cj 2q NZ020 that this application for s name & title from'Application Item 1.3.) 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. I understand that any discharge of wastewater from this non - discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application package are not completed and that if all required supporting information and attachments are not included, this application package will be returned to me as incomplete. NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine a016_e�ceed $10,000 as well as civil penalties up to $25,000 per violation. Signature:(/ 1/ h „�/ (� Date: O FORM: FTA 04-16 Page 5 of 5 ;z:,i ,,..,., Entity Requesting Allocation: State of North Carolina Department of Environmental Quality Division of Water Resources Flow Tracking for Sewer Extension Applications (FTSE 10-18) New Vision Trust Custodian FBO Walter D. Brady IRA Project Name for which flow is being requested: Live Oak Commons. More than one FTSE may be required for a single project 0he owner of the WWTP Is not responsible for all pump stations along the route of theproposed waslewaterJlow. I. Complete this section only if you are the owner of the wastewater treatment plant. a• WWTP Facility Name: Town of Beaufort b• WWTP Facility Permit #: NC 0021831 c. WWTP facility's permitted flow AiiJlows are in MGD d. Estimated obligated flow not yet tributary to the WWTP (.Soo e. WWTP facility's actual avg. flow 0.3 095 f. Total flow for this specific request 0.7717 g. Total actual and obligated flows to the facility 0.00384 h. Percent of permitted flow used I.0 F Se y 52.3 % II. Complete this section for each pump station you are respo wastewater flow. risible for along the route of this proposed List pump stations located between the project connection point and the WWTP: Pump Design (B) (C) (D)=(B+C) g ) Station Pump Average Obligated, ()� �'D Station Firm Dail g ** Approx. Not Yet Total Current (Name or Capacity Y Flow Not Permit * ( Tributary Flow Plus Number) No. MGD Firm / po, Avg. Daily Daily Flow, Obligated PS U R WQCS00107— 0 6 y 8 MGD Flow, MGD MGD Available o %s Flow Capacity*** --- _________ 0.07q U•oo�BY o.083 0. l76 _---- * The Firm Capacity (d se i'gu flow) of an --- — Y Pnrnp that can be achieved with the largest pustation is defined— a h maximum pumped flo�— p taken out of service. ** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (PO not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria. *** A Planning Assessment Addendum shall be attached between the project connection for each pump station located point and the WWTP where the Available Capacity is < 0. Downstream Facility Name (Sewer): 7ewv dF Downstream Permit Number: BCIiU Pott j' lvQcsoolUZ Page 1 of 6 III. Certification Statement: I Sgm 8 E 4 V ? E certify to the best of my knowledge that 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, given the implementation of the planned improvements identified in the planning assessment where applicable. 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 plus all attached planning assessment addendums for which I am the responsible party. Signature of this form certifies that the receiving collection system or treatment works has adequate capacity to transport and treat the proposed new wastewater. 7///Z0 Signing Official Signature Date AsrIxr-/tIV7 Town/ ENGtNFEA Title of Signing Official Page 2 of 6 FTSF., 10-18