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HomeMy WebLinkAboutWQ0040205_Application (FTSE)_20180904Central Files. APS SWP 8/6/2018 Permit Number WQ0040205 Permit Tracking Slip Program Category Status Project Type Non -discharge In review New Project Permit Type Version Permit Classification Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions A Individual Primary Reviewer Permit Contact Affiliation dean.hunkele Coastal SWRulle Permitted Flow Facility Facility Name Beckington Subdivision Location Address Owner Major/Minor Region Minor Wilmington County Brunswick Facility Contact Affiliation Owner Name Owner Type Brunswick Regional Water and Sewer H2go Government - County Owner Affiliation Robert Walker PO Box 2230 Dates/Events Leland NC 28451223 Scheduled Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration 8/3/2018 Regulated Activities Req*uested /Received Events Additional information requested Additional information received Outfall Waterbody Name Streamindex Number Current Class Subbasin NORRIS & TUNSTALL CONSULTING ENGINEERS P.C. 902 Market Street 1429 Ash -Little River Road Wilmington, NC 28401 Ash, NC 28420 (910) 343-9653 (910) 287-5900 (910) 343-9604 Fax (910) 287-5902 Fax John S. Tunstall, P.E. J. Phillip Norris, P.E. T. Jason Clark, P.E. July 31, 2018 MENR/DWR NC DEQ Division of Water Resources Water Quality Regional Operations Section AUG 0 3 2018 Wilmington. Regional Office 127 Cardinal .Drive Extension water Quality ReRionai Operations Section Wilmington, NC 28405 Wilmington Regional Office Re: Gravity Sewer Extension Fast -Track Permit Application Beckington Subdivision N&T Project No. 16072 Dear Sirs: Enclosed is one (1) original application form with one (1) copy, two (2) copies of the .Sewer Narrative, one (1) original Flow Tracking /Acceptance Form (FTSE 04-16) from Brunswick County with one (1) copy, one (1) original Flow Tracking /Acceptance Form (FTSE 04-16) from H2G0 with one (1) copy, two (2) 8 �/2 x 11 color USGS Topographic Maps, two (2) site plans (ledger size) and a $480.00 check for the processing fee. Please review this information for approval and contact us with any questions or comments you may have. Thank you for your assistance on this project. Sincerely, NORRIS & TUNSTALL CONSULTING ENGINEERS, C. . P illip s, P.E. P N tw 16072 07-31-18-s-fast track swr-Itr Enclosures cc: Steve Cashwell NCBELS License C-3641 SEWER NARRATIVE BECKINGTON SUBDIVISION Brunswick County � For i Beckington, LLC P.O. Box 1586 Wrightsville Beach, NC 28480 (910) 512-6286 July 2018 Prepared by: NORRIS & TUNSTALL CONSULTING ENGINEERS, P.C. 1429- Ash —Little River Road Ash, North Carolina 28420 (910) 287-5900 (910) 287-5902 (Fax) License # C-3641 N&T Project No. 16072 t7v NARRATIVE SEWER SYSTEM: This public gravity sewer system is designed to service 53 three -bedroom residential lots with a flow of 11,130 GPD. A total of 1,8_95 LF of 8" gravity sewer line will be needed to complete the system. This new system will not require a pump station as it will connect into an existing manhole in the right of way adjacent to Old Fayetteville Road. This system will be served by the Brunswick Regional Water & Sewer H2GO. State of North Carolina Department of Environmental Quality Division of Water Resources - 15A NCAC 02T .0300 —FAST TRACK SEWER SYSTEM EXTENSION APPLICATION Division of Water Resources FTA 04-16 &SUPPORTING DOCUMENTATION S-79� Application Number. �c�1 � t� to be completed by DWR 1r0 All items must be completed or the applicatio_, be returned, I. APPLICANT INFORMATION: 1. Applicant's name: H2GO Brunswick Regional Water & Sewer (company, municipality, HOA, utility, etc.) 2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility ❑ Federal ❑ State/County D Municipal ® Other 3. Signature authority's name: Bob Walker per 15A NCAC 02T .0106(b� Title: Director 4. Applicant's mailing address: P.O. Box 2230 r City. Leland State. NC Zip. 28451 5. Applicant's contact information: rAUO o Phone number. (910) 371-9949 Email Address: bwalker o,h2goonllne.com r H. PROJECT INFORMATION: 1. Project name: Beckington Subdivision 2. Application/Project status: Z Proposed (New Permit) ❑ Existing Permit/Project If a modification, provide the existing permit number: WQ00 and issued date: T____ If new construction but part of a master plan, provide the existing permit number: WQ00 3. County where project is located: Brunswick 4. Approximate Coordinates (Decimal Degrees): Latitude: 34.2425' Longitude:-78.05167' 5. Parcel ID (if applicable): 02900087 (or Parcel ID to closest downstream sewer) III. CONSULTANT INFORMATION: 1. Professional Engineer: J. Phillip Norris License Number: 11966 Firm: Norris & Tunstall Consulting Engineers, P.C. Mailing address: 1429 Ash -Little River Rd City: Ash State: NC Zip: 28420- Phone number: (910) 287-5900 Email Address: pnorris@ntengineers.com IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION: 1. Facility Name: Northeast Regional WWTP Owner Name: Brunswick County Permit Number: NCO086819 V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF): 1. Permit Number(s): WQ0016854(m) System Wide Collection System Permit Number(s) (if applicable): WQCS Owner Name(s): Brunswick Regional Water & Sewer, H2G0 FORM: FTA 04-16 Page 1 of 5 V1. GENERAL REQUIREMENTS 1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached? ❑.Yes [:]No NN/A 2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached? - � Yes ONo [_]N/A 3. If the Applicant is a Home/Property Owners' Association, has an Operational Ageement (FORM: HOA) been attached? ❑ Yes ONo E]N/A 4. Origin of wastewater: (check all that apply): � Residential Owned ❑Retail (stores, centers, malls) ❑Car Wash ❑ Residential Leased EIRetail 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 0 % Commercial 0 % Industrial (See 15A NCAC 02T.0103(20)) Is there a Pretreatment Program in effect? ❑ Yes Z No 6. Has a flow reduction been approved under 15A NCAC 02T .0114(0? ® Yes ❑ No )> If yes, provide a copy of flow reduction, approval letter 7. Summarize wastewater generated by project: Establishment Type (see 02T.01140 Daily Design Flow 1,b No. of Units Flow 3 bedroom residential units 210 gal/unit 53 11,130� GPD gal/ GPD gal/ GPD gal/ GPD gal/ GPD gal/ GPD Total 111130 GPD a See 15A NCAC 02T .0114(b), (d)(e)(1)and (e)(2) 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 .0114(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: 11,130 GPD (per 15A NCAC 02T .0114) ➢ Do not include future flows or previously permitted allocations If permitted flow is zero, indicate why: �'�jq ❑ 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: D Rehabilitation or replacement of existing sewer with no new flow expected ❑ Other (Explain): FORM: FTA 04-16 Page 2 of 5 VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers): 1. Summarize gravity sewer to be permitted: Size (inches) Length (feet) Material 8 1400 PVC 8 495 DIP ➢ 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 VIII. 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: Al 2. Approximate Coordinates (Decimal Degrees): Latitude: 0Longitude: - ° 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 .03 05(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 timeframes, 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(f)): 1. Does the project comply with all separations found in 15A NCAC 02T.0305(f) & (g) ➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for 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-I 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 interce for 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(f) cannot be achieved. ➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage ➢ If noncompliance with 02T.0305(f) or (g), see Section X of this application 2. Does the project comply with separation requirements for wetlands? (50 feet of separation) [Yes ❑ No ➢ Seethe 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 all setbacks found in the river basin rules per 15A NCAC 02B .0200? NZ Yes El No ➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202 4. Does the project comply with an individual 404 Permit or any 401 Certifications? WYes ❑ No ➢ Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters ➢ 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 permits (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 ➢ 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 Permittincr of Pump Stations and Force Mains (latest version, and the Gravity Sewer Minimum Design Criteria (latest version) as applicable? 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 tsubmittal of the Fast Track Application and supporting documents. 2. Professional Engineer's Certifwation: I, ,�Jp 4r, / �� �6 f� I�-� 0 r✓�1 � attest that this application for (Professional Engineer's name from Application Item III.1.) 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. 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 (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 143-215.6B, 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 not to exceed $10,000, as well as civil penalties up to $25,000 per violation. North Carolina Professional Engineer's seal, signature, ani 3. Applicant's Certification per 15A NCAC 02T .0106(b): ..........................: .. .......................... . a ��►►r►�1 ® o0 ® - p. e , s � f 119 fi ; � fie � • e ; C 'r e o: ...................`.'.. ..!�.L,.�.P..N. ,•................... r'a��l,�1 attest that this application for (Signature Authority's name &title from Application Item I.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 not to exceed $10,000 as well as civil penalties up to $25,000 per violation. Signature: � l�C/ Date: 7 FORM: FTA 04-16 Page 5 of 5 State of North Carolina Department of Environmental Quality :.;t;,...:., :,...: r...T:... Division of water Resources Flow Tracking/Acceptance for Sever Extension Applications (FTSE 04-16) Entity Requesting Allocation: Brunswick Re Tonal water & Sewer Project Name for which flow is being requested.,- Beekington Subdivision Mote than one FTSE r ay be i-equired for a single project if the owner- of WWTP is not r-esponsiblefor all pump stations along the route ofthe proposed wastewater flow X. Complete this section only if you are the owner of the wastewater treatment plant_ a. WWTP Facility Marne: NORTHEAST BRUNSWICK WWTP b. WWTP Facility Pennit 0086819 Afi floes are in MGD c. WWTP facility's permitted flow 2.475 d.. Estimated obligated flow not yet tributary to the WWTP 1.977 e. WWTP facility's actual avg. flow 1.952 f Total flow for this specific request 0.0111 g. Total .actual and obligated flows to the facility 3.94 h. Percent of permitted flow used 159.2% 11. 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: (A) (B) (C) (D)=(B+C) (E)=(A-D) Design Obligated, Pump Average Daily Approx. Not Yet Total Current Station Firm Flow" Current Avg, Tributary Flow Plus (Name or Capacity, (Fig / p f), Daily Flaw, Daily Flow, Obligated Available Number) MGD MGD MGD MGD Flow Capacity*** Zmth �. AUG 0 6 2018 The Firm Capacity of any pump station is defined as the maximum pumped flow that can be achieved with the largest pump taken out of service, Design Average Daily Flow is the firm capacity of the pump station divided by a pealing factor (p not less than 2.5. A Planning Assessment Addendum shall he attached for each pump station located between the protect connection point and the WWTP where the Available Capacity is < o. Downstream Facility Name (Sewer). - Downstream Permit umber: Wage 1 of 6 .W III. Certification Statement: I Ann B. Hardy, County Manager 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 indicates acceptance of this wastewater flow. - Signing Of Signature s to Form. Approved A� . ✓� f � yam' E t. ounty Attorney Date Page 2 of 6 FTSE o4A6 MT+� 1 �0-7a� State of North Carolina �v,vvv�� ��v� ,v� ��,�� ���v 1�T�om De artment of EnvironmentalQuality IN IN M \ Division of Water Resources DIVIsIon of Water R'e� s Flow Tracking/Acceptance for Sewer Extension Applications (FTSE 04-16) Entity Requesting Allocation: Brunswick Regional Water & Sewer Project Name for which flow is being requested: Beckington Subdivision More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for allpump stations along the route of the proposed wastewater flow. I. Complete this section only if you are tl� owner of the wastewater treatm plant. a. WWTP Facility Name: Northeast Regi al WWTP b. WWTP Facility Permit #: NC0086819 c. WWTP facility's permitted flow d. Estimated obligated flow not yet tributary to the 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 lAllflows are in MGD .475 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: (A) (B) (C) (D)=(B+C) (E)=(A-D) Design Obligated, Pump Average Daily Approx. Not Yet Total Current Station Firm Flow* * Current Avg. Tributary Flow Plus (Name or Capacity, * (Firm / p f), Daily Flow, Daily Flow, Obligated Available Number) MGD MGD MGD MGD Flow Capacity* * * LS# 16 1.074 .430 .175 .314 .490 -0.060 * The Firm Capacity of any pump station is defined as the maximum pumped flow that can be achieved with the largest pump taken out of service. **Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pf) not less than 2.5. * * * A Planning Assessment Addendum shall be attached for each pump station located between the project connection point and the WWTP where the Available Capacity is < 0. Downstream Facility Name (Sewer): Brunswick Regional Water &Sewer Downstream Permit Number: WQ0016854(M) Page 1 of 6 FTSE 04-16 III. Certification Statement: I �b � �,U�. Ike r 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 indicates acceptance of this wastewater flow. Signing Official Signature Date Page 2 of 6 FTSE 04-16 PLANNING ASSESSMENT ADDENDUM (PAA) Submit a planning assessment addendum for each pump station listed in Section II where Available Capacity is < 0. Pump Station (Name or Number): Given that: a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for 64 % and .314 MGD of the Available Capacity (E) in Pump Station LS# 16 ; and that b. The rate of activation of this obligated, not yet tributary capacity is currently approximately .060 MGD per year; and that c. A funded Capital Project that will provide the required planned capacity, namely Flow Reversal is in design or under construction with planned completion in 01/2019 ; and/or d. The following applies: LS#11 and LS#16 flows are being redirected under current approved Modifications listed under WQ0023744(M) WQ0016854(M) WQ0040039 WQ0032491(M) Therefore: Given reasonably expected conditions and planning information, there is sufficient justification to allow this flow to be permitted, without a significant likelihood of over -allocating capacity in the system infrastructure. I understand that this does not relieve the collection system owner from complying with G.S. 143-215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal system. 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NS8 CNAD AUSTIN 197.21' jl 1 WHITE GRACE S r fr 02900054 DATE 07/31 /18 �., S AND J PROPERTIES 02900086 r' .ONING R60 Ir\ 1 ZONING R60 rr3+� 0290008601 RESIDENCE to ZONING R60 ► RESIDENCE r,' , a�a�``' , cARo�'��,, �l WOODED -- I------ ----- ------ S - - r z` • 1 chi - - r : Q :. ,"".1 its 11+fN,,,a as -_- ----_.------------------ rr rr SCALE. 1 = 60 0 60 120 180