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HomeMy WebLinkAboutSW1210901_Supplement-EZ Form_20220420SUPPLEMENT-EZ COVER PAGE FORMS LOADED PROJECT INFORMATION 1 Project Name Asheville Regional Airport Parking Lot D 2 Project Area (ac) 0.65 3 Coastal Wetland Area (ac) 0 4 Surface Water Area ac 0 5 Is this project High or Low Density? High 6 Does this project use an off -site SCM? No COMPLIANCE WITH 02H .1003(4) 7 Width of vegetated setbacks provided feet N/A 8 Will the vegetated setback remain vegetated? N/A 9 1 Is BUA other that as listed in .1003(4)(c-d) out of the setback? N/A 10 lis streambank stabilization proposed on this project? N/A NUMBER AND TYPE OF SCMs: 11 Infiltration System 0 12 Bioretention Cell 0 13 Wet Pond 0 14 Stormwater Wetland 0 15 Permeable Pavement 0 16 Sand Filter 0 17 Rainwater Harvesting RWH 0 18 Green Roof 0 19 Level Spreader -Filter Strip LS-FS 0 20 Disconnected Impervious Surface (DIS) 0 21 Treatment Swale 0 22 Dry Pond 1 23 StormFilter 0 24 Silva Cell 0 25 113ayfilter 0 26 1 Filterra 0 FORMS LOADED DESIGNER CERTIFICATION 27 Name and Title: Dave Skurk , Chief Stormwater Engineer 28 Organization: Aulick Engineering, LLC. 29 Street address: 600 Park Offices Drive, Suite 300 30 City, State, Zip: Durham, NC, 27709 31 1 Phone numbers : 919-819-4242 32 Email: dskurky@aulickengineering.com Certification Statement: I certify, under penalty of law that this Supplement-EZ form and all supporting information were prepared under my direction or supervision; that the information provided in the form is, to the best of my knowledge and belief, true, accurate, and complete; and that the engineering plans, specifications, operation and maintenance agreements and other supporting information are consistent with the information provided here. Signature of Designer Date acceptable per Part E-4 of the Manual. Dry Pond 5 3:10 PM 4/1/2022