SW3221002_Supplement-EZ Form_20221004

SUPPLEMENT-EZ COVER PAGE
DRMS LOAC
PROJECT INFORMATION
1
Project Name
Cardinal Row
2
Project Area ac
13.91
3
Coastal Wetland Area ac
0
4
Surface Water Area ac
0.06
5
Is this roiect High or Low Density?
Low
6
Does this protect use an off -site SCM?
No
COMPLIANCE WITH 02H .1003(4)
7
Width of ve etated setbacks provided feet
50
8
Will the vegetated setback remain vegetated?
Yes
9
If BUA is proposed in the setback, does it meet NCAC 02H.1003 4 c-d ?
I N/A
10
1 Is streambank stabilization proposed on this project?
No
NUMBER AND TYPE OF SCMs:
11
Infiltration S stem
12
Bioretention Cell
13
Wet Pond
14
Stormwater Wetland
15
Permeable Pavement
16
Sand Filter
17
Rainwater Harvesting RWH
18
Green Roof
19
Level Spreader -Filter Stri LS-FS
20
Disconnected Impervious Surface DIS
21
Treatment Swale
22
Dry Pond
StormFilter
Silva Cell
113ayfilter
IFilterra
23
24
25
26
FORMS LOADED
NER CERTIFICATION
Name and Title:
Organization:
Street address:
City, State, Zip:
Phone number(s):
Email:
Matthew C. Kirchner
Eagle Engineering, Inc
2013-A Van Buren Ave
Indian Trail, NC 28104
704-882-4222
mkirchner(&eagleonline.net
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.
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Signature of Designer
09/02/2022
Date

DRAINAGE AREAS
1
Ils this a high density project?
No
2
If so, number of drainage areas/SCMs
0
3
Does this roject have low density areas?
Yes
4
If so number of low density drainage areas
1
5
Is all/part of this project subject to previous rule
versions?
No
FORMS LOADED
DRAINAGE AREA INFORMATION
Entire Site
LD 1
4
T pe of SCM
N/a
5
Total drainage area (sq ft
12.07 ac
6
Onsite drainage area (sq ft
12.07 ac
7
Offsite drainage area (sq ft
0.00 ac
8
Total BUA in project (sq ft
42,736 sf.
9permitting)
New BUA on subdivided lots (subject to
s ft
42,736 sf.
10permitting)
New BUA not on subdivided lots (subject to
s
0 sf.
11
Offsite BUA (sq ft
0 sf.
12
lBreakdown of new BUA not on subdivided lots:
0 sf.
- Parking (sq ft
0 sf.
- Sidewalk (sq ft
0 sf.
- Roof (sq ft
0 sf.
- Roadway s ft
0 sf.
- Future (sq ft
0 sf.
- Other, please specify in the comment box
below (sq ft
0 sf.
13
New infiltrating permeable pavement on
subdivided lots (sq ft
0 sf.
14
New infiltrating permeable pavement not on
subdivided lots (sq ft
0 sf.
15permitting)
Existing BUA that will remain (not subject to
s ft
0 sf.
16
lExistina BUA that is already permitted (sq ft
0 sf.
17
Existing BUA that will be removed (sq ft
0 sf.
18
Percent BUA
7%
19
Design storm inches
N/a
20
Design volume of SCM cu ft
N/a
21 lCalculation method for design volume N/a
ADDITIONAL INFORMATION till
DI-- . e +hic a +n n .ii.+e '.I.lifl-I inform +ihni i+ +he
22 drainage area(s):

LOW DENSITY
DESIGN REQUIREMENTS FOR LOW DENSITY PROJECTS FROM 02H .1003
1 1 Is project below density thresholds set forth in the applicable stormwater rule?
Yes
2
Does project maximize dispersed flow and minimize channelization of flow?
Yes
3
Has the use of piping been minimized per .1003(2)(c)?
Yes
4
Side slopes of the vegetated conveyances (H:V)
3:1
5
Maximum velocity in the vegetated conveyances during the 10-year storm?
3.15
6
Are curb outlet swales proposed?
No
7
Maximum longitudinal slope of curb outlet swale(s) (% )
N/a
S
Bottom width of curb outlet swale(s) (feet)
N/a
9
Maximum side slope of curb outlet swale(s) (H:V)
N/a
10
Minimum length of curb outlet swale(s) (feet)
N/a
11
Are treatment swales used instead of curb outlet swales?
Yes
12
Ps stormwater released at the edge of the setback as dispersed flow?
Yes
13
1 Have stormwater outlets been designed to prevent downslope erosion?
Yes
14
JAre variations to rule .1003 proposed?
No
ADDITIONAL
INFORMATION
15
1 Please use this space to provide any additional information about this low density project: