SW3221201_Supplement-EZ Form_20221206

SUPPLEMENT-EZ COVER PAGE
FORMS LOADED
PROJECT INFORMATION
Name
Mject
ject Area acastal
Wetland Area
rface Water Area (a
Carolina Pets Animal Hospital
2.63
5 1 Is this project High or Low Density? High
6 1 Does this protect use an off -site SCM? No
COMPLIANCE WITH 02H .1003(4)
7
Width of vegetated setbacks rovided feet
30'
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 ?
N/A
10
Is streambank stabilization proposed on this project?
No
NUMBER AND TYPE OF SCMs:
11
Infiltration S stem
0
12
Bioretention Cell
0
13
Wet Pond
0
14
Stormwater Wetland
0
15
Permeable Pavement
0
16
Sand Filter
1
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
0
23
StormFilter
0
24
Silva Cell
0
25
lBayfilter
0
26
1 Filterra
0
FORMS LOADED
DESIGNER CERTIFICATION
27
Name and Title:
Brian Smith, PE
28
Or anization:
Urban Design Partners
29
Street address:
1213 West Morehead Street Suite 450
30
City, State, Zip:
Charlotte, NC 28208
31
Phone numbers :
704-334-3303
32
Email:
[e-mail]
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.
SEAL =
027890 =
Seal
Date
of Designer
07.28.2022

DRAINAGE AREAS
1
Is this a high density project?
Yes
2
If so, number of drainage areas/SCMs
1
3
Does this roiect have low densit areas?
No
4
If so, number of low density drainage areas
0
5
Is all/part of this project subject to previous rule
versions?
No
FORMS LOADED
AREA INFORMATION
Entire Site
1
4
T pe of SCM
Sand Filter
Sand Filter
5
Total draina a area (sq ft
114 562
66 281
6
Onsite drainage area (sq ft
114,562
66,281
7
Offsite drainage area (sq ft
0
0
8
Total BUA in project (sq ft
47652 sf
47884 sf
9permitting)
New BUA on subdivided lots (subject to
s ft
sf
sf
10permitting)
New BUA not on subdivided lots (subject to
s
47652 sf
47884 sf
11
Offsite BUA (sq ft
3077 sf
sf
12
Breakdown of new BUA not on subdivided lots:
Parking (sq ft
22392 sf
22581 sf
Sidewalk (sq ft
3107 sf
3150 sf
Roof (sq ft
10197 sf
10197 sf
Roadway s ft
sf
sf
Future (sq ft
11956 sf
11956 sf
Other, please specify in the comment box
below (sq ft
NA
N/A
13
New infiltrating permeable pavement on
subdivided lots (sq ft
N/A
N/A
14
New infiltrating permeable pavement not on
subdivided lots (sq ft
N/A
N/A
15permitting)
Existing BUA that will remain (not subject to
s ft
N/A
N/A
16
Existina BUA that is already permitted (sq ft
N/A
N/A
17
Existing BUA that will be removed (sq ft
N/A
N/A
18
Percent BUA
42%
72 0
19
Design storm inches
NA
1.0 in
20
Design volume of SCM cu ft
NA
2899 cf
21
Calculation method for design volume
NA
Simple
ADDITIONAL INFORMATION
22
Please use this space to provide any additional information about the
drainage area(s):
N/A