SW1240602_Supplement-EZ Form_20241024

SUPPLEMENT-EZ COVER PAGE
FORMS LOADED
PROJECT INFORMATION
1 Project Name Jackson County Splash Pad
2 Project Area(ac) 1.82
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) 30
8 WiII the vegetated setback remain vegetated?
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?
NUMBER AND TYPE OF SCM*:
11 Infiltration System
12 Bioretention Cell
13 Wet Pond
14 Stormwater Wetland • 1
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 Celt
25 .Bayfilter
26 Filterra
FORMS LOADED 1
DESIGNER CERTIFICATION
27 Name and Title: David Tuch
28 Organization: Equinox
29 Street address: 14(Mercy Ave.Suite 206
30 City,State,Zip: Asheville,NC,28801
31 Phone number(s): 828.253.6858
32 Email: davidlequinoxenvironmental.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.
Designer
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Seal . Date

DRAINAGE AREAS
1 Is this a high density project? i Yes
2 If so,number of drainage areas/SCMs - _ 1
3 Does this project have low density areas? Yes
4 If so,number of low density drainage areas 1 _
Is all/part of this project subject to previous rule
5 versions? No
FORMS LOADED
'DRAINAGE AREA INFORMATION Entire Site 1 LD 1
Constructed
4 Type of SCM __ Wetland
5 ,Total drainage area(sq ft) 79279 sf 51321 sf 27958 sf
6 jOnsite drainage area(sq ft) 79279 sf 51321 sf 27958 sf
7 Offsite drainage area(sq ft) 0 0 0
8 Total BUA in project(sq ft) 37017 sf 32270 sf 4747 sf
New BUA on subdivided lots(subject to
9 permitting)(sq ft) sf sf sf
New BUA not on subdivided lots(subject to
10 permitting)(sf) 37017 sf 32270 sf _ 4747 sf
11 Offsite BUA(sq ft) sf sf sf
12 Breakdown of new BUA not on subdivided lots:
-Parking(sq ft) sf sf sf
-Sidewalk(sq ft) 9443 sf 6196 sf 3279 sf
-Roof(sq ft) 2065 sf 1929 sf 136 sf
-Roadway(sq ft) sf sf
-Future(sq ft) sf sf _
-Other,please specify in the comment box
below(sq ft) 25477 sf 24145 sf 1332 sf
New infiltrating permeable pavement on
13 subdivided lots(sq ft) sf sf sf
New infiltrating permeable pavement not on
14 subdivided lots(sq ft) sf sf sf
Existing BUA that will remain(not subject to
15 permitting)(sq ft) sf sf sf
16 Existing BUA that is already permitted(sq ft) sf 0 sf sf
17 Existing BUA that will be removed(sq ft) 24595 sf 21014 sf 3581 sf
18 Percent BUA 23% 37% 5%
• 19 Design storm(inches) 1.0 in
20 Design volume of SCM(cu ft) 2558 cf
NRCS curve
21 Calculation method for design volume _ number
ADDITIONAL INFORMATION
Please use this space to provide any additional information about the
22 drainage area(s):
The other impervious area includes recreation courts and a splash pad.

STORMWATER WETLAND
11Drainage area number 1
2(Minimum required treatment volume(cu ft) 881 d
QB UIL MDC FROM 02H.1050
31Is the SCM sized to treat the SW from all surfaces at build-out?t? Yes
4 l Is the SCM located away from contaminated sods? _ Yes
5 What are the side slopes of the SCM(H:V)? _4:1
6 Does the SCM have retaining walls,gabion walls or other No
engineered side slopes?
7 Are the inlets,outlets,and receiving stream protected from erosion Yes
(10-year storm)?
Is there an overflow or bypass for inflow volume in excess of the
a design volume? Yes
9 What is the method for dewatering the SCM for maintenance? Pump(preferred)
10 If applicable,will the SCM be cleaned out after construction? N/A •
11 Does the maintenance access comply with General MDC(8)? Yes
12 Does the drainage easement comply with General MDC(9)? N/A
13 If the SCM is on a single family lot,does(will?)the plat comply with N/A
General MDC(10)?
14 Is there an O&M Agreement that compiles with General MDC(11)? Yes
15 Is there an CaM Plan that complies with General MDC(12)? Yes
16 Does the SCM follow the device specific MDC? _ Yes
17 Was the SCM designed by an NC licensed professional? Yes
STORMWATER wERAND MDC FROM Q2H.1054
18 Design volume of SCM(cu ft) 3763
19 Are the inlet(s)and outlet located in a manner that avoids short- Yes
circuiting? _
20 Are berms or baffles provided to improve the flow path? Yes
21 Does the orifice drawdown from below the top surface of the Yes
permanent pool?
Does the wetland minimize impacts to the receiving charnel from the
22 1-yr,24-hr storm? Yes
23 Is a trash rack or other deviceprovided tosystem? Yes
protect the outlet
Elevations -.
24 Elevation,peak attenuation above temporary pool(if applicable) 3495.25
-_ (fins]) •
25 Elevation,temporary pool(top of the temporary inundation zone) 3494
(fmsl)
26 Elevation,permanent pool(top of the shallow water zone)(fmsl) 3493.50
27 Elevation,bottom of shallow water zone(fmal) 3492.75
Elevation,bottom of forebay deep pool at deepest point(at forebay
34
28 entrance)(fmsl) 92'50
29 Elevation,bottom of forebay deep pool at shallowest point(at 3495.00 •
forebay exit)(fmsl)
30 Elevation,bottom of non-forebay deep pod at deepest point(frnal) 3493.00
Planting Zones
31 Area,total surface area of the SW wetland at temporary pool elev. 3,873.00
(sq ft)
32 Area,temporary inundation zone at temporary pod elev.(sq ft) 1,539.00
33 Area,shallow water zone at temporary pool elev.(sq ft) 1,528.00
34 Area,forebay at temporary pool elev.(sq ft) 545.00 _
35 Area,non-forebay deep pool at temporary pool else.(sq ft) 261.00
Percent area provided,temporary inundation zone(should be 30- 40%
45%)
37 Percent area provided,shallow water zone(should be 35-45%) 39%
38 Percent area provided,deep pool(forebay)(should be 10-15%) 14%
39 Percent area provided,deep pool(non-forebay)(should be 5-15%) 7%
Depths and Outlet
40 Peak attenuation depth above temporary inundation zone(inches) 9 in
41 Temporary inundation zone depth(temporary pool to permanent 12 in
pool)(inches)
42 Shallow water zone depth(permanent pool to bottom of wetland) 9 in
(inches)
43 Depth,forebay at entrance(permanent pool to bottom of forebay 24 in
entrance)(inches) _
Depth,forebay at exit(permanent pool to bottom of forebay exit) 2 in
(inches)
Depth,non-forebay deep pools(permanent pool to deep pool 18 in
bottom)(inches)
46 If there is an orifice,diameter(inches) 1 in
47 If there is a weir,weir height(inches) 12 in
48 If there is a weir,weir length(inches) 114 in
49 Drawdown time for the temporary pool(days) 3
Wetland 3 3:55 PM 10/17/2024

STORMWATER WETLAND
Soil and Plants
50 jSoil amendment depth(inches) 12 in _
51 Has a soil amendment specification been provided? Yes
52 Has a landscaping plan that meets SW Wetland MDC(12)been Yes
provided?
53 Number of plants per 200 square feet(#)in the shallow water zone:
Does the temporary inundation zone planting comply with SW54 Yes
Wetland MDC(14)?
55 Are the dam structure and temporary fill slopes planted in non- Yes
dumping turfgrass?
56 Will cattails be planted in the wetland? No
ADORIONAL INFORMATION
57 Please use this space to provide any additional information about the
stormwater wetland(s): ,
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Wetland 4 3:55 PM 10/17/2024