The URL can be used to link to this page

Home My WebLink AboutWQ0035325_Application_20181101 (2)Central Files: APS _ SWP _ 11/1/2018 Permit Number WQ0035325 Program Category Non -discharge Permit Type Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions Primary Reviewer ori.tuvia Coastal SWRuIe Permitted Flow 72,000 Facility Permit Tracking Slip Status Project Type Active Major modification Version Permit Classification 1.10 Individual Permit Contact Affiliation Facility Name Major/Minor Region Airlie Industrial Park Minor Mooresville Location Address County Lincoln Facility Contact Affiliation Owner Owner Name Owner Type Lincoln County Government - County Owner Affiliation Donald Chamblee Director Public Works of 115 W Main St Dates/Events Lincolnton NC 28092 Scheduled Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration 5/6/2011 10/12/2018 11 /1 /2018 11 /1 /2018 Regulated Activities Requested /Received Events Wastewater collection Additional information requested 10/16/18 Additional information received 10/31/18 Outfall Waterbody Name Streamindex Number Current Class Subbasin OAK E N G I N E E R I N G TRANSMITTAL October 11, 2018 Ori Tuvia NCDEQ — Water Quality Section Mooresville Regional Office 610 E. Center Avenue Mooresville, NC 28115 704-235-2190 RE: Consus Group, LLC Airlie Business Park — Lincoln County, NC NCDEQ Sanitary Sewer Extension Permitting Mr. Tuvia, Enclosed are the following items for your use: • Fast Track Sewer System Application — 2 copies • Cover Letter — 2 copies • Flow Tracking/Acceptance Form — 2 copies • Site Maps — 2 copies • Existing Permit — 2 copies • Check for $480.00 to NCDEQ t7ECEIVED/NCDENR/D W R OCT 12 2018 WQROS MOORESVILLE REGIONAL OFFICE Please let me know if you need any additional information for your review of this project. Sincerely, 44-Z-- Luke J. Bugenske, PE OAK E N G I N E E R I N G oak.engineering 1IPAGE OAK E N G I N E E R I N G October 4, 2018 COVER LETTER RE: Consus Group, LLC Public Sanitary Sewer Extension Application Lincoln County, North Carolina t 2ECEIV EDINCDENRIOW R OCT 12 2018 WQROS MOORESVILLE RFGIONAL OFFICE Consus Group, LLC is proposing the construction of a new industrial/warehousing facility in the Airlie Business Park in Lincoln County, North Carolina (Tax Parcel No. 4603220475). The proposed improvements will include a 60,000-sf building with truck court and approximately 50 vehicular parking spaces to serve the facility. A driveway connection will be made to Airlie Parkway. With this construction It is proposed to lower the existing sanitary sewer trunk line to provide adequate cover beneath the new driveway. This application is to permit approximately 185-feet of public fl- inch ductile iron pipe and a new sanitary sewer manhole. Thank you for your review of this project. If you have any questions regarding this submittal, please contact me at Iuke@oak engineering. Sincerely, Luke Bugenske, PE OAK ENGINEERING oak.engineering State of North Carolina DWR Department of Environmental Quality Division of Water Resources 15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION Dlvlslon of Witter Resources FTyA�J04-16 & SUPPORTING DOCUMENTATION Application Number:yi}U� V JJ2, -`J 0o be pleted by DWR) All Items must be completed or the application will be returned I. APPLICANT INFORMATION: 1. Applicant's name: Lincoln County Public Works (company, municipality, HOA, utility, etc.) 2. Applicant type: []Individual ❑ Corporation ❑ General Partnership El Privately -Owned Public Utility ❑ Federal ❑ State/County ® Municipal ❑ Other 3. Signature authority's name: Donald D Chamblee per Title: Director of Public Works RECEIVElYNCDENRIDWR 4. Applicant's mailing address: 115 W Main Street Il C T 12 2018 City: Lincohiton State: NC Zip: 28092-_ WQROS 5. Applicant's contact information: MOORESWL.LE REGIONAL OFFICE Phone number: (704) J.Lm 495 Email Address: dchambleeRlincolncounty.ore II. PROJECT INFORMATION: 1, Project name: Census Group. LLC 2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project If a modification, provide the existing permit number: W00035325 and issued date: May 6. 2011 If new construction but part of a master plan, provide the existing permit number: WQ00_ 3. County where project is located: Lincoln 4. Approximate Coordinates (Decimal Degrees): Latitude: 35,4716' Longitude:-81,0069' 5. Parcel ID (if applicable): 46�075 (or Parcel ID to closest downstream sewer) HL CONSULTANT INFORMATION: I. Professional Engineer: Luke Bugenske, PE License Number: 045345 Firm: OAK Engineering, PLLC Mailing address: 828 East Blvd City: Charlotte State: hLC, Zip: 28203-_ Phone number: (JU) 312-5074 Email Address: Lu Ke is oa.Vl • W. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION: 1. Facility Name: Killian Creek Wastewater Treatment Permit Number: NCO088722 Owner Name: Lincoln County V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF): 1. Permit Number(s): WQ0035325 Downstream (Receiving) Sewer Size: _ inch System Wide Collection System Permit Number(s) (f jWplicabW: WQCS00149 Owner Name(s): Lincoln Count FORM: FTA 04-16 Page I of 5 VI. GENERAL REQUIREMENTS I, 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 Amement (FORM: D V^ been attached? ❑ Yes ❑No ®N/A 3. If the Applicant is a Home/Pronerty Owners, Association has n Operational AAere ment (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 ❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Hotel and/or Motels ❑ Swimming Pool /Clubhouse ❑ Food and drink facilities ❑ Church ❑ Businesses / offices / factories ❑ Nursing Home ❑Swimming Pool/Filter Backwash n ❑ Other (Explaainin in Attachment) 5. Nature of wastewater: Q_% Domestic/Commercial Q% Commercial Q% Industrial (See l5A N A. O T W2 "Is there a Pretreatment Program in effect? ❑ Yes ❑ No 6. Has a flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ Yes ® No If lies, provide a cony of flow reduction approval letter 7. Summarize wastewater generated by project: Establishment Type (see 2 0114 Daily Design Flow'.s No. of Units Flow N/A gal/ GPD gaV GPD gaV GPD gaV GPD gal/ GPD gaV GPD Torn( GPD a See 15A NCAC 02T 0114fb1 (d1 (g)(1)and O() 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.01147 shall be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data. 8. Wastewater generated by project: Q 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 VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers): 1. Summarize gravity sewer to be permitted: Size (inches) Length (feet) Material 8 185 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) D Oversizing lines to meet minimum slope requirement Is not allowed and a violation of the MDC Vill. PUMP STATION DESIGN CRITERIA (If Applicable) — 20 T .0305 & MDC (Pump Stations/Force Mains): COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT I. Pump station number or name: ILL® 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 .0305fh1(11: ❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B): D 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 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)): I. Does the project comply with all separations found in 15A NCAC 02T.0305(f) && (¢1 ® Yes ❑ No D 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems: 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 11 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 hi h water or tide elevation and wetlands see item 1X.2 50 feet "Any other stream, lake, impoundment, or ground water lowering and surface drainage ditches 10 feet Aiiy 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 An swimmin ools 10 feet Final earth grade vertical 36inches ➢ i5A NCAC 02T.0305W contains alternatives where separations in 02T.0305(f) cannot be achieved. ➢ "Stream classifications can be identified using the Division's NC Surface Water Classifications webnaue D If noncompliance with 02T.0305( or (a). see Section X of this application 2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No ®N/A D 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 D As built documents should reference the location of areas effected 3. Does the project comply with setbacks found in the river basin rules per I SA NCAC 02B .0200? ❑ Yes ❑ No ® N/A D This would include Trout Buffered Streams per 15A NCAC 2B.0202 4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No individual permits or 401 Water Quality Certifications? D Information can be obtained from the 401 & Buffer Permitting Branch S. Does project comply with 15A NCAC 02T.0105fo)(61(additional permits/certifications)? ® Yes []No Per 1SA 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 ❑ N/A D 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: I. Does the submitted system comply with 15A NCAC 02T. the Minimum Design Criteria for the Permitting of Ptuno Stations and Force Mains (latest version), and the Gravily 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 to submittal of the Fast Track Application and supporting documents. 2. Professional Engineer's Certification: Luke J. Bugenske, PE 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. n ......................................................... North Carolina Professional Engineer's seal, signature, and date:�AR''�,, . oti•�ti , 7 SEAL 045345 G •''•.;.... NEE;.••�,, 3. Applicant's Certification per 15A NCAC 02T .0106(b): 10/04/2018 "y/aleK5 atmest that this application for (Signature Authority's name & tit) 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. 1 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 143-215.611, 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: FORM: FTA 04-16 Page 5 of 5 State of North Carolina Department of Environmental Quality Division of Water Resources Division of Water Resources Flow Tracking/Acceptance for Sewer Extension Applications (FTSE 04-16) Entity Requesting Allocation: Consus Group, LLC Project Name for which flow is being requested: Husky Rack & Wire blore than one FTSE miry be required for a single project lfthe owner of the fVfVTP is not responsiblefor all pump stations along the route of the proposed wastewater flow. 1. Complete this section only if you are the owner of the wastewater treatment plant. a. WWTP Facility Name: Killian Creek WWTP b. WWTP Facility Permit #: NCO088722 All, flows are in MCD c. WWTP facility's permitted flow 3.35 d. Estimated obligated flow not yet tributary to the WWTP 1.572 e. WWTP facility's actual avg. flow 1.172 f. Total flow for this specific request 0.000 g. Total actual and obligated flows to the facility 2.731 It. Percent of permitted flow used 81.91 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 / pt), Daily Flow, Daily Flow, Obligated Available Number) MOD MOD MOD MOD Flow Capacity*** 39 0.213 0.085 .0006 0,052 0.053 0.032 15B 1.856 0.742 0.000 0.214 0,214 0.528 * 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 (po 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): Lincoln County Sewer System Downstream Permit Number: WQCS00149 Page 1 of 6 FTSE 04-16 III. Certification Statement: I Donald V. Chamblee 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 phis all attached planning assessment addendums for which I am the responsible party. Signature of this form indicates acceptance of this wastewater flow. lYv 1..� ({wally Date Page 2 of 6 FTSG 04-16 SCALE, 1" = 150' fJ 1DDING A MANHOLE AND LOWERING PORTION OF EXISTING SANITARY SEWER MAIN TO PROVIDE SUFFICIENT COVER FOR DRIVEWAY e 39d CONSUS GROUP, LLC 1041 AIRLIE PARKWAY LINCOLN COUNTY, NORTH CAROLINA CONSUS GROUP, LLC Consus Group, LLC 8129/2018, 4:50:56 PM O Override 1 Cs— 1:9,000 0 0.05 0.1 0.2 mi 0 0.1 0.2 0.4 km USGS the Naffmal Mall. NOWal UuuMaaee OalasnL Nallonal FJarallm Dafmtl, Geopraphle Na s NrofmaOGt System, Nallwal HW,oltaphy DalasM, Naliwn l LarA Cu.., Oataba», NaGanai Slnxlves Oalasl. and Nafimal iranepmtatan DalasM; U.S. Canaan Gumeu , TIGERkiw HERE U8GS INM - NNNOaI StAIMM OFIasel. 044 Ia11e040 Juy, 2018. 1 U508 the NalNnaf IAeD: UecOrsOho NMW& IMumaYoa SAIM Okla relmghhJ July. 2016.1 USGS tNM -US told. Dora Notreehaa Nghlly. I