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