SW4240102_Supplement-EZ Form_20240823

SUPPLEMENT-EZ COVER PAGE
FORMS LOADED
PROJECT INFORMATION
1 Project Name PINE RIDGE-PHASE 2
2 Project Area(ac) 22.6
3 Coastal Wetland Area(ac) 0
4 Surface Water Area(ac) 0.07
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 WII 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 System 0
12 Bioretention Cell 0
13 Wet Pond 1
14 Stormwater Wetland 0
15 Permeable Pavement 0
16 Sand Filter 0
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 Bayfilter 0
26 Filterra 0
FORMS LOADED
DESIGNER CERTIFICATION
27 Name and Title: Steve M.Causey,President
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28 Organization: Allied Design,Inc.
29 Street address: 4720 Kester Mill Road
30 City,State,Zip: Winston-Salem,NC 27103
31 Phone number(s): [phone]
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 cirection 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 pans,
specifications,operation and maintenance agreements and other supporting information are consistent with the information provided here.
Designer
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DRAINAGE AREAS
1 Is this a high density project? Yes
2 If so,number of drainage areas/SCMs 1 _
3 Does this project have low density areas? No
4 If so,number of low density drainage areas 0
Is all/part of this project subject to previous rule
5 versions? No
FORMS LOADED
DRAINAGE AREA INFORMATION Entire Site 7
4 Type of SCM NA WET POND
5 Total drainage area(sq ft) 987590 852034
6 Onsite drainage area(sq ft) 987590 841351
7 Offsite drainage area(sq ft) NA 10683
8 Total BUA in project(sq ft) 326907 sf 337590 sf
New BUA on subdivided lots(subject to
9 permitting)(sq ft) 204750 sf 204750 sf
New BUA not on subdivided lots(subject to
10 permitting)(sf) 122157 sf 122157 sf
11 Offsite BUA(sq ft) NA 10683 sf
12 Breakdown of new BUA not on subdivided lots:
-Parking(sq ft) NA NA
-Sidewalk(sq ft) 13407 sf 13407 sf
-Roof(sq ft) NA NA
-Roadway(sq ft) 108750 sf 108750 sf
-Future(sq ft) NA sf
-Other,please specify in the comment box
below(sq ft) NA NA
New infiltrating permeable pavement on
13 subdivided lots(sq ft) NA NA
New infiltrating permeable pavement not on
14 subdivided lots(sq ft) NA NA
Existing BUA that will remain(not subject to
15 permitting)(sq ft) NA NA
16 Existing BUA that is already permitted(sq ft) NA NA
17 Existing BUA that will be removed(sq ft) NA NA
18 Percent BUA 33% 40%
19 Design storm(inches) NA 1.0 in
20 Design volume of SCM(cu ft) NA 29096 cf
21 Calculation method for design volume NA SIMPLE
ADDITIONAL INFORMATION
Please use this space to provide any additional information about the
22 drainage area(s):
All future impervious area allowed in this project is solely allocated for
subdivided lots.The 138,353 sf of future shown in the application is built
into line 9-hence 138,353 sf of future+66,397 sf of on-site builidings/lots=
204,750 sf of new BUA on subdivided lots.

WET POND
1 Drainage area number 1 I
2 Minimum required treatment volume(Cu ft) 29096 cf
GENERAL MDC FROM 02H.1050
3 Is the SCM sized to treat the SW from all surfaces at build-out? Yes
4 Is the SCM located away from contaminated soils? Yes
5 What are the side slopes of the SCM(H:V)? 3:1
Does the SCM have retaining walls,gabion walls or other
6 engineered side slopes? No
7 Are the inlets,outlets,and receiving stream protected from erosion Yes
(10-year storm)?
8 Is there an overflow or bypass for inflow volume in excess of the Yes
design volume?
9 What is the method for dewatering the SCM for maintenance? Pump(preferred)
10 If applicable,will the SCM be cleaned out after construction? Yes
11 Does the maintenance access comply with General MDC(8)? Yes
12 Does the drainage easement comply with General MDC(9)? Yes
If the SCM is on a single family lot,does(will?)the plat comply with
13 General MDC(10)? N/A
14 Is there an O&M Agreement that complies with General MDC(11)? Yes
15 Is there an O&M 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
WET POND MDC FROM 02H.1053
18 Sizing method used SA/DA
19 Has a stage/storage table been provided in the calculations? Yes
20 Elevation of the excavated main pool depth(bottom of sediment 900.50
removal)(fmsl)
21 Elevation of the main pool bottom(top of sediment removal)(fmsl) 901.00
22 Elevation of the bottom of the vegetated shelf(fmsl) 906.50
23 Elevation of the permanent pool(fmsl) 907.00
24 Elevation of the top of the vegetated shelf(fmsl) 907.50
25 Elevation of the temporary pool(fmsl) 908.75
26 Surface area of the main permanent pool(square feet) 13438
27 Volume of the main permanent pool(cubic feet) 50211 cf
28 Average depth of the main pool(feet) 4.17 ft
29 Average depth equation used Equation 3
30 If using equation 3,main pool perimeter(feet) 544.0 ft
31 If using equation 3,width of submerged veg.shelf(feet) 3.0 ft
32 Volume of the forebay(cubic feet) 7675 cf
33 Is this 15-20%of the volume in the main pool? Yes
34 Clean-out depth for forebay(inches) 72 in
35 Design volume of SCM(cu ft) 32585 cf
36 Is the outlet an orifice or a weir? Orifice
37 If orifice,orifice diameter(inches) 2.5 in
38 If weir,weir height(inches) in
39 If weir,weir length(inches) in
40 Drawdown time for the temporary pool(days) 2.04
41 Are the inlet(s)and outlet located in a manner that avoids short- Yes
circuiting?
42 Are berms or baffles provided to improve the flow path? No
43 Depth of forebay at entrance(inches) 78 in
44 Depth of forebay at exit(inches) 72 in
45 Does water flow out of the forebay in a non-erosive manner? Yes
46 Width of the vegetated shelf(feet) 6 ft
47 Slope of vegetated shelf(H:V) 6:1
48 Does the orifice drawdown from below the top surface of the No
permanent pool?
49 Does the pond minimize impacts to the receiving channel from the 1- Yes
yr,24-hr storm?
50 Are fountains proposed?(If Y,please provide documentation that No
MDC(9)is met.)
51 Is a trash rack or other device provided to protect the outlet system? Yes
52 Are the dam and embankment planted in non-clumping turf grass? Yes
53 Species of turf that will be used on the dam and embankment fescue sod
54 Has a planting plan been provided for the vegetated shelf? Yes
ADDITIONAL INFORMATION
Please use this space to provide any additional information about
55 the wet pond(s):
Wet Pond 3 11:18 AM 8/23/2024