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HomeMy WebLinkAboutWQ0043610_More Information (Requested)_20220727 (2)Strickland, Bev From: gneal@dmp-inc.com Sent: Wednesday, July 27, 2022 2:44 PM To: Lowe, Alexander Cc: mslusher@dmp-inc.com Subject: [External] RE: Revision Requested - Liberty Lifestyle Drive Gravity Sewer Extension Attachments: Revised FTA Pg 5 - Liberty Lifestyle Dr.pdf CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Report Spam. Alex, See attached revised sheet for your review. Thanks, Garrett Neal Davis • Martin • Powell p. 336.886.4821 x279 • m. 336.596.8486 Stability... Value... Experience... let our experience make yours better! From: Lowe, Alexander <alex.lowe@ncdenr.gov> Sent: Wednesday, July 27, 2022 11:35 AM To: gneal@dmp-inc.com Cc: mslusher@dmp-inc.com Subject: Revision Requested - Liberty Lifestyle Drive Gravity Sewer Extension Good morning Mr. Neal: I have received and reviewed the application for the subject project, and I will need a small revision to the included FTA form before this permit can be issued. In item VI.5 (page two), the "nature of wastewater" is listed as 100% industrial, however, the notes in the table in item VI.7 indicate that the industrial waste is excluded from this waste stream, and that the flow will be made up of office facilities and other factory uses. In this case, the waste should actually be designated 100% commercial. If you could please edit and resubmit this page (and only this page is necessary — no need to resubmit the whole packet) as a PDF, I will have a draft ready by the end of the week to be elevated for approval. Thanks for your help. Best Regards, Alex Lowe (he/him) Environmental Specialist II Division of Water Resources Department of Environmental Quality Winston-Salem Regional Office 450 W. Hanes Mill Road, Suite 300 1 Winston-Salem, NC 27105 Cell: (336) 403-4684 Office: (336) 776-9689 2 VI. 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 HOA/POA Operational Agreement (FORM: HOA) and supplementary documentation as required by 15A NCAC 02T.0115(c) been attached? ❑ Yes ❑ No ® N/A 4. Origin of wastewater: (check all that apply): ❑ Residential (Individually Owned) ❑ Retail (stores, centers, malls) ❑ Residential (Leased) ❑ Retail with food preparation/service ❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Food and drink facilities ❑ Church ® Businesses / offices / factories ❑ Nursing Home ❑ Car Wash ❑ Hotel and/or Motels ❑ Swimming Pool/Clubhouse ❑ Swimming Pool/Filter Backwash ❑ Other (Explain in Attachment) 5. Nature of wastewater : 0 % Domestic 100 % Commercial 0 % Industrial (See 15A NCAC 02T .0103(20)) If Industrial, is there a Pretreatment Program in effect? ❑ Yes 6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ® No ➢ If ves, provide a copy of flow reduction approval letter with this application 7. Summarize wastewater generated by project: ® No Establishment Type (see 02T.0114(f)) Daily Design Flow a,b No. of Units Flow General business and office facility 25 gal/employee/shift 40 1,000 GPD Factories, excluding industrial waste 25 gal/employee/shift 250 6,250 GPD gal/ GPD gal/ GPD gal/ GPD gal/ GPD Total 7,250 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.0114] shall be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data. 8. Wastewater generated by project: 7,250 GPD (per 15A NCAC 02T .0114) ➢ Do not include future flows or previously permitted allocations If permitted flow is zero, please indicate why: ❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line. Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow. ❑ Flow has already been allocated in Permit Number: Issuance Date: ❑ Rehabilitation or replacement of existing sewers with no new flow expected ❑ Other (Explain): FORM: FTA 06-21 Page 2 of 5