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Home My WebLink AboutWQ0040177_Application (FTSE)_20180813Permit Number W00040177 Program Category Non -discharge Permit Type Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions Primary Reviewer dean.hunkele Coastal SWRule Permitted Flow 1,670 Facility Central Files: APS SWP 7/26/2018 Permit Tracking Slip Status Project Type In'review New Project Version Permit Classification A Individual Permit Contact Affiliation Facility Name Major/Minor Region Airport Plaza Retail Pump Station Minor Wilmington Location Address County Brunswick Facility Contact Affiliation Owner Owner Name Owner Type Brunswick County Government - County Owner Affiliation Ann B. Hardy ' PO Box 249 Dates/Events Bolivia NC 28422024 Scheduled Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration 7/13/2018 Regulated Activities Requested jReceived Events Restaurant Additional information requested Retail Additional information received Wastewater collection O utta I -� 1MMcGiff A S S O C I A T E S July 11, 2018 Mr. Dean Hunkele NCDEQ — DWQ Wilmington Regional Office 127 Cardinal Drive Extension Wilmington, North Carolina 28405-3845 Dear Mr. Hunkele: RECEIVEDINCDENR DW JUL d 3 2018 Water Qualit OperationSy Regional Wilm neto,n Section Regional Office RE: Fast -Track Application Submittal Chubby Buddha, Inc. Brunswick County, North Carolina On behalf of Brunswick County, we are pleased to submit for your review and approval one original and one copy of the Fast Track Application (FTA) for proposed wastewater facilities to serve the subject project. This project will include service to a multi -use facility with a total, subsequent daily flow of 1,670 GPD. A proposed on -site duplex grinder pump station will serve the building, and a 2" force main from the pump station will be connected to Brunswick County's existing 12" force main which runs within the right of way of NC 179 contiguous to the project. In addition to the Fast Track Application, you will find the following enclosed: 1. original Form FTSE — 04-16 signed by Mr. Steve Stone, Brunswick County Deputy Manager; 2. a copy of a letter from Mr. William L. Pinnix, P.E. addressing Brunswick County" s capacity to serve this project; 3. a color copy of a portion of the USGS "Quad" map illustrating the location of the project and the closest receiving waters; 4. aerial view of project area; 5. street view of project area; 6. a check in the amount of $480.00 to cover the application fee. Further, NCDENR's October 11, 2017 variance letter to Mr. Pinnix is included in support of "No" being answered to Item B.13 of the FTA. 712 VILLAGE ROAD, SW, SUITE 103, SHALLOTTE, NORTH CAROLINA 28470 1 910.755.5872 1 www.mcgillengineers.com Mr. Dean Hunkele July 11, 2018 Page 2 Thank you for your attention to this matter. Sincerely, MCGILL ASSOCIATES, P.A. Donald M. Covil, P.E. Project Manager :dc cc: Chubby Buddha, Inc. (w/o enc.) Mr. William Pinnix, P.E., Director of Engineering, Brunswick County (via email) s State of North Carolina Department of Environmental Quality Division of Water Resources D. WR 15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION Application Number.vAol o 9 (ta be cam leted b DWR) All items must be completed or the application will be returned I. APPLICANT INFORMATION: 1. Applicant's name: Brunswick County (company, municipality, HOA, utility, etc.) 2. Applicant type: ❑ Individual El Corporation ❑ General Partnership ❑ Privately -Owned Public Utility ❑ Federal Z State/County ❑ Municipal ❑ Other 3. Signature authority's name: Ann B. Hardy per 15A NCAC 02T .010 b T Title: County Manager AU -NA 4. Applicant's mailing address: Post Office Box 249 City: Bolivia State: NC Zip: 28422- 5. Applicant's contact information.,,. Phone number: 910 253-2016 Email Address: ann.hard brunswickcoun c. ov JUL 13 II. PROJECT INFORMATION: A P� . 1. Project name: Chubby 2. Application/Project status: Z Proposed (New Permit) ❑ Existing Permit/Project If a modification, provide the existing permit number: 'WQ00 and issued date: 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: 33.9072' Longitude:-78.4367' 5. Parcel ID (if applicable): 2430002005 (or Parcel ID to closest downstream sewer) III. CONSULTANT INFORMATION: 1. Professional Engineer: Donald M. Covil License Number: 9949 Firm: McGill Associates, PA Mailing address: 712 Village Road SW City: Shallotte State: NC Zip: 28470- Phone number: (910) 755-5872 Email Address: donald.covil cr,Mc 'llenglneers.com IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION: 1. Facility Name: Sea Trail WWTF Permit Number: W00012748 Owner Name: Brunswick County V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF): 1. Permit Number(s): WQ0o30581 Downstream (Receiving) Sewer Size: 12 inch 1 `�ystem \V I'de 'ul lectiuri System Permit N umber(s) (i t* applicable ): WQCS00284 Owner Name(s): Brunswick County FORM: FTA 04-16 Page 1 of 5 vI. GENERAL REQUIREMENT'S 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 .DetJeloper's Operational Agreemetit (FORA: DE been attached? ❑ Yes ❑No ®N/A 3. If the Applicant is a Flonic/Pi- pei•ty (. wnffs' Association. h{ts an Operational Alireenient (FORM: 1-1 been attached? . El Yes ❑No NN/A 4. Origin of wastewater: (check all that apply): ❑ Residential Owned ❑ Retail (stores, centers, malls) El Car Wash ❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels ❑ School / preschool / day care El Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse Food and drink facilities D Church. ❑ Swimming Pool/Filter Backwash ® Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment) 5. Nature of wastewater: % Domestic/Commercial 100 % Commercial % Industrial (See 1.5A NC'AC 0211_, .0103(20)} Is there a Pretreatment Program in effect? ❑ Yes ❑ No 6. Hasa flow reduction been approved under 15A NC'AC 02T .01 14? ❑Yes ❑No ➢ If yes, provide a copy of flow reduction approval letter 7. Summarize wastewater generated by project: Establishment Type (see 02T.0 0)) Daily Design Flow 1,b No. of Units Flow General Business & Office Facility 25 gal/employee/shift 2 50 GPD Barber Shop 50 gal/chair 1 50 GPD Restaurant, Full Service 40 gal/seat 38 11520 GPD Tattoo Parlour 25 gal/employee/shift 2 50 GPD gal/ GPD gall GPD Total 1,670 .GPD a See 15 A N C+AC" 0`,1 J* .0114(b ). (d ), (e)(1) and (c: )(21 for caveats to wastewater design flow rates (i.e.., minimum flow per dwelling; proposed unknown nonresidential 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 C.S. 42A-4). b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NC AGE' 02T.01 141 shall be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data. 8. wastewater generated by project: 1,670 GPD (per 15A NCAC 02T .01 14) ➢ 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): i FORM: FTA 04-16 Page 2 of 5 VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02-l' .030) & [VI DC (Gravity Sewei-s): 1. Summarize gravity sewer to be permitted: Size (inches) Length (feet) Material > 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) --021" .0305 & iN1DC (Puniv StationslFome iYl� iris): COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT 1. Pump station number or name: # 1 2. Approximate Coordinates (Decimal Degrees): Latitude: 33.90711 Longitude:-78.4368' 3. Design flow of the pump station: 0.0004 millions gallons per day (firm capacity) 4. Operational point(s) of the pump(s): 29 gallons per minute at 110 feet total dynamic head (TDH) 5. Summarize the force main to be permitted (for this Pump Station): Size (inches) Length (feet) Material 2 15 CTS PE 5. Power reliability in accordance with 15 A NCAC .02rT ;0 305(11)(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: Z Portable pourer source with manual activation, quick -connection receptacle ��- I5A NCAC 02T .0305(h)(1)(C) (VARIANCE iN-HAND) 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 timeframes, shall be provided in the case of a multiple station power outage. FORM: FTA 04-1 6 Page 3 of 5 t t s i IX. SETBACKS & SEPA:RATIONS — (02B .0200 & 15A NCAC 02T .0305(f)): 1. Does the project comply with all separations found in 15A NCAC 0------- - - T .0 30 5 (t) �K 1 x 1 ®Yes El No 15A NCAC'. 09T n*105M nnntainS minimum cenarntinne, that chsll he nrnvided fur leaver cvctP.mc- 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 Tines horizontal - reclaimed over sewer 2 feet **Any private or public water supply source, including any wells, WS-I waters of Class I or Class H 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 An 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 swimmin ools 10 feet. Final earth grade (vertical) 36 inches ➢ 15A NCAC'02T.030560 contains alternatives where separations in 02' 05(D cannot be achieved. ➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications weU�1�1.�e ➢ If noncompliance with 02T.0 305(f) or 60. 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'? Z Yes ❑ No ❑ N/A ➢ This would include Trout Buffered Streams per. 15A NCAC 2 B.0202 4. Does the project require coverage/authorization under a 404 Nationwide or [_1 Yes Z No individual permits or 401 Water Quality Certifications? ➢ Information can be obtained from the 401 & B L f fe r Pe €- i i tt i n g B ranc ll 5. Does project comply with 15A NCAC 02T.0105NcJ(�) (additional permits/certifications)? Z Yes ❑ No Per 15A NCAC' 02T.0103(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 1 A. 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 NC.°AC 02'r, the MillilllLl i Desigg C_'ritet-ia for the Permitting of Pu111p Stations acid force N-iains. ( latest vei-sand the Gravity SeWU klininlUni Desityri 0-iteria (latest version) as applicable? El Yes 0 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: I, I�Vma 1A MeNovi 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. T 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, and date: A %rand* ' all M + o chi. ` m C O �. P SEAL m Is 04 9 . a� 4 I to ° 4 9 � D M • i ...................................................................................... 3. Applicant's Certification per 15A NCAC 02T .01.06(b): I, v �D , gna 1 attest that this application for (Signature Auth�orityi name & 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-? 15.6B, 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: Date: Pwroved as to Form. Z;<Ss. bounty Attorney FORM: FTA 04-16 Page 5 of 5 State of North Carolina Department of Environmental Quality Division of Water Resources Flow Tracking/Acceptance for Sewer Extension Applications (FTSE 04-16) Entity Requesting Allocation: Brunswick County Public Utilities Proj ect Name for which flow is being requested: Chubby Budda Restaurant More than one FTSE 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: SEA TRAIL WWTP b. WWTP Facility Permit #: WQ 0012748 All f lows are in MGD c. WWTP facility's permitted flow 0.300 d. Estimated obligated flow not yet tributary to the WWTP 1.173 e. WWTP facility's actual avg. flow 0.136 f. Total flow for this specific request 0.00167 g. Total actual and obligated flows to the facility 1.310 h. Percent of permitted flow used 43 6% 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 / pf), Daily Flow, Daily Flow, Obligated Available Number) MGD MGD MGD MGD Flow Capacity* * * * 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 (pt) 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): 12-in FM from Sea Mist Campground PS Downstream Permit Number: WQ0030581 Page 1 of 6 FTSE 04-16 III. Certification Statement: I Steve Stone, Dep. 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 Official Signature Orr V d al S to Form. r ,! o un ly A ttoMe Date Page 2 of 6 FTSE 04-16 ' Brunswick Count Engineering Services Y J g P.O. Box 249 75 Courthouse Drive N.E., Bldg Bolivia NC 28422 WILLIAM PINNIX, P.E. Director June 29, 2018 Mr. Don Covil, P.E. Project Manager McGill Associates, PA 712 Village Road SW Shallotte, North Carolina 28470 Re: Chubby Buddha Restaurant Sewer Approval Dear Mr. Covil, B EVERLY ADAM S Engineering Administrator Our office has reviewed the proposed plans and specifications for the new sewer duplex grinder pump station and has determined that this project will meet Brunswick County's minimum standards and specifications if the project is constructed as, designed. Brunswick County has a sufficient treatment capacity to provide sewer service for this project. This letter hereby grants authorization for the plan submittal to the North Carolina Department of Environmental Quality / Division of Water Quality for review and approval. Your signed permit application and FTSE —10/07 is enclosed. Please send a copy of this letter to the State along with your plans, specifications and permit application. Do not hesitate to contact our office if you have any questions. Best regards, William L. Pinnix, P.E. Digitally signed by William L. Pinnix, P.E. DN: cn=William L. Pinnix, P.E., o=Brunswick County, ou=Engineering Department, email=william. pin nix@brunswickcountync. gov,c=US Date: 2018.06.29 09:46:43 -"00' William L. Pinnix, PE Director of Engineering Brunswick County 75 Courthouse Drive NE Building I Bolivia, North Carolina 28422 Office: 910.253.2408 Email: william.Pinnix@brunswickcountync.gov TELEPHONE (910) 253.2406 9 FAX (910) 253.2704 Water Resources ENVIRONMENTAL QUALITY October 11, 2017 William L. Pinnix, P.E., Director of Engineering Brunswick County P.O. Box 249 Bolivia, NC 28422 ROY COOPER Govei woi- MICHAEL S. REGAN . Sec i-elcn y S . JAY ZIMMERMAN Subject: Variance Request Approval Permit Number WQCS00284 New/Existing Commercial & Multifamily Pump Stations with Limited Flow Brunswick County Dear Mr. Pinnix: The Division of Water Resources (Division) has reviewed proposed revisions as submitted on September 26, 2017, with additional information submitted October 11, 2017, for the previously approved variance request as approved on October 7, 2015. The request involved deviation from the requirements of 15A NCAC 02T.0305 for pump stations with low flows that serves multifamily and commercial facilities within the county's service area with the following conditions, with revisions marked in bold: 1) This variance only applies to facilities meeting flow rates less than or equal to 1,680 gallons per day (gpd) 2) Pump Stations shall: a) Meet the pump reliability requirement per 15A NCAC 02T.0305(h)(1), (meet peak flow with largest pump out of service). b) Provide 24-hours' worth of wastewater storage (installed or upgraded). c) Install/maintain alarms per 15A NCAC.02T.0305(h)(1)(F) in an area that is noticeable to the general public or onsite staff. d) Instal.1/maintain signage per 15A NCAC 02T.0305(h)(2). e) Provide a lift -out chain for each pump such that a single pump can be removed while the other remains in service, per Part 3.05(B)(3)(a) of the Minimum Design Criteria for Pump Stations and Force Mains. 3) In accordance with the provision for alternative design covered under 15A NCAC 02T.0105(n), facilities meeting the above conditions are exempt from: a) Requirement to install a standby power source or pump per 15A NCAC 02T.0305 (h)(1)(B). b) Requirement to install/maintain a telemetry system per 15A NCAC 02T.0305(h)(1)(E). c) Requirement to inspect these facilities every day per 15A NCAC 02T.0305(a)(4) and WQCS00284 (Condition V.2), however still required to inspect: the facility at least once per week. d) Requirement tca provide each pump with a guide rail or cable system, per Part 3.05(B)(3)(a) of the Minimum Design Criteria for'Pump Stations and Force Mains. e) Requirement to install the check valve in the horizontal position unless the valve is of a ball check type, per Part 3.04(A)(2)(a)(ii) of the Minimum Design Criteria for Pump Stations and Force Mains. -'Natf-flnq Compares` State of North Carolina I Environmental Quality I Water Resources 1617 Mail Service Center I Raleigh, North Carolina 27699-1617 919-807-6300 ,:- ,.,). - - 7 , �:. 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J j t• 1 ,`ir r �' . •�i� t - \..,.- `J- - i[•, • J-�j ,.. 1 \ Hunkele, Dean From: Donald Covil <donald.covil@mcgillengineers.com> Sent: Friday, July 20, 2018 9:28 AM To: Hunkele, Dean Cc: Bill Pinnix; Amy Aycock; Michael Norton; Ty Prentice Subject: [External] RE: Chubby Buddha sewer app Thanks, Don From: Hunkele, Dean <dean.hunkele@ncdenr.gov> Sent: Monday, July 16, 2018 12:39 PM To: Donald Covil<donald.covil@mcgillengineers.com> Cc: Bill Pinnix <William.pinnix@brunswickcountync.gov>; Amy Aycock<amy.aycock@brunswickcountync.gov> Subject: Chubby Buddha sewer app Importance: High Do n, Is the shopping center still going to be called Airport Plaza? If so, then I would use that name versus I guess the ownership company. I am guessing they are on septic currently, correct? Dean Hunkele , Environmental Specialist II Water Quality Regional Operations Section Division of Water Resources Department of Environmental Quality 910.796.7215 Reception Desk 910.796.7380 Direct 910.350.2004 Fax Dean.Hunkele ncdenr. ov Wilmington Regional Office 127 Cardinal Drive Ext Wilmington, NC 28405 http://deg.nc.gov/contact/regional-offices/wilmington 1