SW5220601_Supplement-EZ Form_20221003

SUPPLEMENT-EZ COVER PAGE
PROJECT INFORMATION
1
Project Name
Project Area ac
Coastal Wetland Area ac
Surface Water Area ac
Is this project High or Low Density?
Community Baptist Church
2
29,66
3
0
4
0
5
Low
No
6
1 Does this project use an off -site SCM?
COMPLIANCE WITH DZH .1003(4)
7 Width of vegetated setbacks provided (feet) N/A
8
'Will the vegetated setback remain vegetated?
9
If BUA is proposed in the setback, does it meet NCAC 02H.1003 A c-d ?
10
Is streambank stabilization proposed on this project?
NUMBER AND TYPE OF SCMs:
11 Infiltration System
12 1 Bioretention Cell
13
Pond
14
JWet
Stormwater Wetland
15
Permeable Pavement
16
Sand Filter
17
Rainwater Harvesting RWH)
18
Green Roof
19
Level Spreader -Filter Strip LS-FS
20
Disconnected Impervious Surface DIS.
21
Treatment Swale
22
Dry Pond
23
StormFilter
24
Silva Cell
25
Bayfilter
26
Filterra
FORMS LOADED
DESIGNER
CERTIFICATION
27
Name and Title: _ _
Organization:
Street address:
City, State, Zip:
Phone numbers :
Email:
Zachary Gardner, PE
Summey Engineering Assocites, PLLC
28
29
150 S. Fayetteville St.
Asheboro, NC 27203
30
31
336-328-0902
32
[e-mail]
Cerlificallon Slalernent
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.
+esi��ner � � • - � i
1 R !
50T='. !�
Si ture of Designer
10-0 1I-&)LL
Dale

DRAINAGE AREAS
1 Its this a hi h densilyproject? NO
2 If so number of drainage areas/SCMs 0
3 JDoes this project have low density areas? I Yes
4 If so number of low density drainage areas i
Is a1I/part of this project subject to previous rule
5 versions? I No
FORMS LOADED
NAGE AREA INFORMAWN
Enone SI `
La i
4 :Type of SCN1
1292117
5 .Total drainage area E ft
8 •Onsile drainage area (sq ft
1292117
7 Ofislte dralnag_e area tsq it
8 Total RUA In projed s Ft
132981 of
132981 of
9
New BUA on subdivided lots (subject to permitting)
(so ft
10
New BUA not on subdivided lots (subject to
ermitlin l(so
56273 of
59273 sf
11
Mite DUA
12
Breakdown of new BUA not on subdivided lots:
Parld Q.,(sy_fly
3t1308 s
3=B 0
Sld—W k is")
291 d
291 st
Roof A tt
178?4 of
17874 of
Roadwa (ssgfl
Fulure ft
Other, please specify In the comment box below
s ft
13
New infiltrating permeable pavement on subdivided
llols (sq ft
14
New infiltrating permeable pavement not on
;subdivided lots (sq ft
15
Existing BUA that will remain (not subject to
ermitlin) s fl)
78708 sf
76708 sf
18
Existing BUA that is already permitted s
17
Etdstin BUA that wis be removed (sq ft)
sf
sf
18
Percent BUA
5%
5%
19
Design storm Orichasi
❑eslgn volume of SCM (cu ft)
Calculation method for design volume
20
21
Ad017tdNAL INFORMATION —
Please use Ihlsspace to provide anyaddlt6o Information about the
22 Idratnage area(s);

LOW DENSITY
DESIGN R9 LR{t -M" FOR ILQ1N DENSM PRO)ECfS FROM 02H .1003
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
iHas the use of piping been minimized_per.1003(2)(c)?
Yes
4
Side slopes of the vegetated conveyances (H:V)
N/A
5
Maximum velocity in the vegetated conveyances during the 10-year storm?
6
Are curb outlet swales proposed?
NO
7
Maximum longitudinal slope of curb outlet swale(s) (%)
B
Bottom width of curb outlet swale(s) (feet)
9
Maximum side slope of curb outlet swale(s) (H:V)
10
Minimum length of curb outlet swale(s) (feet)
11
1 Are treatment swales used instead of curb outlet swales?
12
Is stormwater released at the edge of the setback as dispersed flow?
Yes
13
Have stormwater outlets been designed to prevent downslope erasion?
Yes
14 JAre
variations to rule .1003 proposed?
No
ADDM04kL INFORMATION
15 Please use this space to provide any additional information about this low density project:
There are no proposed swales or pipes as a pertof this project. All stormwaterwill sheet flow off of the proposed project. The
project will have a level spreader berm located to the southern end of the propsoed parking area to promote disperse flow
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