SW6240805_Supplement-EZ Form_20241016

SUPPLEMENT-EZ COVER PAGE
FORMS LOADED
IPROJECT INFORMATION ,
.. 11.1.BAMSOM .. .w., .w� ,,.m..,. M ,
1 I Project Name McQueen Farms Phase II
2 Project Area(ac) 59.13
3 Coastal Wetland Area(ac) 0
( 4 Surface Water Area(ac) 47.07 j
5 Is this project High or Low Density?
Low (
+ 6 Does this project use an off site SCM? No
COMPLIANCE WITH 02H 1003(4)
s 7 Width of vegetated setbacks provided(feet) 30 l
8 Will the vegetated setback remain vegetated'? Yes
i.
9 r 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
` 12 Bioretention Cell s
13 Wet Pond
t 14 Stormwater Wetland +.
i 15 Permeable Pavement 4
16 Sand Filter j
17 'Rainwater Harvesting(RWH) 1
Roof i
19 eveln Spreader-Filter Strip(LS-FS)
20 Disconnected Impervious Surface(DIS)
i
# 21 ;Treatment Swale )
22 Dry Pond
s
I 23 lStormFilter d
24 Silva Cell
25 Bayfilter
i 26 ,Filterra
FORMS LOADED
DESIGNER CERTIFICATION_ r _ ,, _ y
27 Name and Title: C. Scott Brown PE
s 28 Organization: 4D Site Solutions Inc
1 29 Street address: 409 Chicago Dr.Ste. 112
30 City,State,Zip: Fayetteville, NC 28306
1 31 'Phone number(s): 910-426-6777
s 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.
Designer
0�' I CARS
Q \,j' q(L\l‘y\iN,„..._
�, EAL _ Signatureo Designer
027452 =
. S�•NGINEE O��
Seal Date

DRAINAGE AREAS
i 1 I Is this a high density project? No
2 If so number of drainage areas/SCMs 0
9 3 Does this project have low density areas? Yes
{ 4 ` If so,number of low density drainage areas 1
Its
all/part this project subject to previous rule
i 5 "versions? No
FORMS LOADED
DRAINAGE AREA INFORMATION EndreaSite I LD 1
4 i Type of SCM t
t 1
5 )Total drainage area(sq ft) 2575702 t 2575702
i
6 ;Onsite drainage area(sq ft) 4 _ 2575702 ; 2575702
7 Offsite drainage area(sq ft) a .1 0
C 8 Total BUA in project ft 341434 sf 341434 sf t
R 1 ...(sq ) s ___
New BUA on subdivided lots(subject to Y
9 permitting)(sq ft) 246000 sf _ 246000 sf
t l New BUA not on subdivided lots(subject to 1
) 10 !permitting}(sf) 95434 sf 95434 sf
N 11 i Offsite BUA(sq ft) sf k
12 !Breakdown of new BUA not on subdivided lots jj
.___.. t._ _.. ._k
Parking(sq ft) t
_..._ , Sidewalk(sq ft) 15015 sf 15015 sf 4,
i Roof_(sq n)
Roadway(sq ft} 80419 sf 80419 sf ..
Future(sq ft) %. 1._ 4
Other, please specify in the comment box
below ft € __
,New infiltrating permeable pavement on i z
r 13 subdivided lots(sq ft) ° _.._ _.
New infiltrating permeable pavement not on t f
14 isubdivided lots(sq ft) 1,
1.
+ Existing BUA that will remain(not subject to r
W U
i
15 permitting)(sq ft) Nv N_
1 16 Existing BUA that is already permitted(sq ft) 1 '.� 1
( 17 Existing BUA that will be removed(sgft) it.
18 Percent BUA 13%_ 13%
N 1!a 19 'Design storm(inches)
20 .Design volume of SCM(cu ft) J
21 iCalculation method for design volume A
�, _. .:9n.o,9.. ., ., a,.. �e. �mo o2
ADDITIONAL INFORMATION ..> �n.
F. !Please use this space to provide any additional information about the a
N 22 drainage area(s):
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t
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LOW DENSITY
DESIGN REQUIREMENTS FOR LOW DENSITY PROJECTS 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 Has the use of piping been minimized per.1003(2)(c)? Yes
3 sf
4 Side slopes of the vegetated conveyances(H:V)
5 Maximum velocity in the vegetated conveyances during the 10 year storm?
6 Are curb outlet swales proposed?
• 7 Maximum longitudinal slope of curb outlet swale(s)(%)
8 Bottom width of curb outlet swale(s)(feet) a,
9 Maximum side slope of curb outlet swale(s)(H:V)
10 Minimum length of curb outlet swale(s)(feet)
11 Are treatment swales used instead of curb outlet swales?
k
12 :Is stormwater released at the edge of the setback as dispersed flow? 1
13 Have stormwater outlets been designed to prevent downslope erosion? t
14 Are variations to rule.1003 proposed? f
ADDITIONAL INFORMATION
15 Please use this space to provide any additional information about this low density project:
•
Y
1
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Swale Drainage , BUA Pervious I q Slope V,r,, V,�,,, Flow depth
Area (ac) fact area C
fact (c(s) (%) (fill ((Pt) (ft)
1 1.51 0.50 1.01 0.40 4.40 0.20 5.00 0.49 1.42
2 2.09 0.68 1.41 0.39 5.98 0.44 5.00 0.87 1.22
3 0.87 0.36 0.51 0.46 2.93 0.31 5.00 0.54 1.05
4 3.27 0.47 2.80 0.26 6.12 0.41 5.00 0.84 1.26
6 2.74 0.00 2.74 0.15 2.47 0.41 5.00 0.61 ! 0.88
6 0.84 0.11 0.73 0.25 1.26 0.48 5.00 0.52 0.63
7
2.54 0.86 1.68 0.40 7.48 0.41 5.00 0.90 1.36
8 1.41 0.49 0.92 0.41 4.23 0.27 5.00 0.58 1.26
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