SW6220503_Supplement-EZ Form_20220823

SUPPLEMENT-EZ COVER PAGE
PROJECT INFORMATION
Evit's Place
N
_ 1 Project Name
8.34
2 Project Area (ac) V_�sv
0
3 Coastal Wetland Area (ac) _
0
1 4 Surface Water Area (ac)_._ _
- - ____
Low
5 Is this project High or Low Density?-
- ---
No
6 Does this project use an off -site SCM?
--------a---
COMPLIANCE WITH 02H .1003(4)
30
7 Width of vegetated setbacks provided feet(- ) ___N_se._
` n; a
8 Will the vegetated setback remain vegetated?
-- --- NIP,
9 If BUA is proposed in the setback, does it meet NCAC 02H.1003�4�(c d)�_ .
10 Is streambank stabilization proposed on this project? No
NUMBER AND TYPE OF SCMs
r0
11 Infiltration System
_
0
12 Bioretention Cell
13 Wet Pond — — -- ---- _.. -- - - ---
-..'
14 Stormwater Wetland _
0
15 Permeable Pavement
16 Sand Filter
17 Rainwater Harvesting (RWH) _
0
18 Green Roof -- ---- - --- ------
-
-
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
--
0
( 24 Silva Cell
25 Bayfilter __
0
26 Fifterra
0
-- -
DESIGNER CERTIFICATION
27
Name and Title
Fleet Ternple, PE
28
Organization:
Fleet Temple Engineering, PLLC
29
Street address:
5245 Red Hill Church Rd.
30
City, Zi
Coats, NC 27521
31
—`-_�-�
Phone number(s):
910-658-2446
32
Ernail.
[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
`illC j////
�` T� A
44 1
J��7
nature of Designer

DRAINAGE AREAS
1 Is this a high density project? A �No
2 If so, number of drainage areas/SCMs 0
3 Does this project have low density areas? Yes
4 If so, number of low density drainage areas
j Is all/part of this project subject to previous rule
5 ;versions? No
- MS LOADED
DRAINAGE AREA INFORMATION Entire Site LID 1
4 Type of SCM
5 Total drainage area (sq ft) 363092 363092 _
6 Onsite drainage area (sq ft) 363092 -,___ 363092
f 7 Offsite drainage area ft 0 ) 0
8 Total BUA in project (sq ft) _ 86363 sf� 86363 sfI
New BUA on subdivided lots (subject to permitting)
9 (sq ft) _ 63600 sf 63600 sf
New BUA not on subdivided lots (subject to g
10 permitting) (st) 22763 sf 3 22763 sf
11 Offsite BUA (sq ft) sf I
12 Breakdown of new BUA not on subdivided lots:
Parkirxt
Sidewalk (sq ft)
- Roof� ft)
- Roadwa�r (sq ft) _ _ 22763 sf 22763 sf
_�� . ��
Future (sq 1t) -
Other, please specify in the comment box I
below (sq ft
New infiltrating permeable pavement on
13 subdivided lots (sue ft)
New infiltrating permeable pavement not on a
14 subdivided lots (sq ft)�_
Existing BUA that will remain (not subject to
15 permitting) (sq ft)
16 Existing BUA that is already permitted (sq ft
17 Existing BUA that will be removed
—�
18 Percent BUA € 2496 24%
19 Design storm (inches) E 1.0 to 1.0 in
20 Design volume of SCM (cu ft)
21 Calculation method for design volume
ADDITIONAL INFORMATION
Please use this space to provide any additional information about the
22 drainage area(s):
s

LOW DENSITY
DE N'REQUIRE VENTS: OR LOW DENSITY PROJECTS FROM C2H ,10G3.
7 1
Is project below density thresholds set forth in the applicable stormwater rule? _
Yest___
2
Does project maximize dispersed flow and minimize channelizabon of flow?
Yes
1 3
Has the use of piping been minimized per .1003(2)(c)?
Yes
t 4
Side slopes of the vegetated conveyances (H:V)
31
5
Maximum velocity in the vegetated corrveyan_ces during the 10-year storm?
37
6
Are curb outlet swales proposed? _
Yes
7
Maximum longitudinal slope of curb outlet swale(s) (%)
5%
8
Bottom width of curb outlet swale(s) (feet)
4 ft
9
Maximum side slope of curb outlet swale(s) (H:V)
31
10
Minimum length of curb outlet swale(s) (feet)
100 It
11
Are treatment swales used instead of curb outlet swales?
No
12
Is stormwater released at the edge of the setback as dispersed flow?
Yes
13
Have stormwater outlets been designed to prevent downslope erosion?
Yes
14
Are variations to rule 1003 proposed?
No
ADDITIONAL INFORMATION .<��. ,�.,� - :-:,,��
15
Please use this space to provide any, additional information about this Iow density project
Swale
Drainage
8UA
Pervious
q
Slope
V„b„
V�, ;
,
Flow depth
#
Area
(ac)
area
C
(cfs)
(%)
(fps)
(fps)
(ft)
(a4)_..__
ICao _u--�
--.._...
-_ ._
---1---------
_.-_
1
0.10
002
008
050
040
2.66
5.00
200
030
2
013
003
0.10
050
050
2.66
5-00
210
030
3
010
0 02
008
050
040
1.00
500
1-40
0.40
4
0.50
012
0.38
050
1 80
100
5.00
2.10
060
5
010
0.02
0.08
050
040
152
500
170
0.30
i
6
077
018
0.59
0.50
280
1 52
500
2.70
0.70
7
013
0.03
0.10
0.50
0.50
2.39
500
2.10
0-30
8
030
0.07
0.23
0.50
1.10
2.39
500
2.50
040
9
030
007
0.23
0.50
1 10
320
5. O
2.80
040
10
067
0.16
051
050
240
320
500
3.40
050
11
_ 1-10
0.26
084
0.50
4.00
5.00
500
3.70
020
12
13
14
15
16
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