SW3240102_Supplement-EZ Form_20240426

SUPPLEMENT-EZ COVER PAGE
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PROJECT INFORMATION
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1 Project Name— — — ---�� Lanes Creek Volunteer Fire Department —
1 _
I 2 Project Area ac 3.22
3 Coastal Wetland Area ac 0
4 Surface Water Area ac 0
5 Is this project High or Low Density? Low
6 Does this project use an off-site SCM? No
COMPLIANCE WITH 02H.1003(4)
7 Width of vegetated setbacks provided feet N/a
8 Will the vegetated setback remain vegetated? N/A
9 lif BUA is proposed in the setback does it meet NCAC 02H.1003 4 ad? N/A
1 D Is streambank stabilization proposed on this project? No
NUMBER AND TYPE OF SC Ms:
11 Infiltration System
12 Bioretention Cell
13 Wet Pond
14 Stormwater Wetland
15 Permeable Pavement
16 _ Sand Filter
17 Rainwater Harvestin _(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 —._.
j 25 Bayfilter
26 Filterra
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DESIGNER CERTIFICATION
27 Name and Title: Jeff McCluskey-President
r 28 Organization: _Mc2 Engineering,Inc.
29 Street address: 2110 Ben Craig Drive,Suite 400
30 City,State Zip: Charlotte, NC 28262
31 Phone numbers: 704-510-9797
32 Email: jeff(mc2eng.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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DRAINAGE AREAS
1 Is this a high density project? 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 1
Is all/part of this project subject to previous rule
5 versions? No
FORMS LOADED
DRAINAGE AREA INFORMATION Entire Site LID 1
4 Type of SCM Disperesed Flow
5 Total drainage area(sq ft) 140,263
6 Onsite drainage area(sq ft) 140,263
7 Offsite drainage area(sq ft) 0
8 Total BUA in project(sq ft) 27925 sf
New BUA on subdivided lots(subject to
9 permitting)(sq ft) sf
New BUA not on subdivided lots(subject to
10 permitting)(sf) 27925 sf
11 Offsite BUA(sq ft) sf
12 Breakdown of new BUA not on subdivided lots:
-Parking(sq ft) 8579 sf
-Sidewalk(sq ft) 1423 sf
-Roof(sq ft) 2760 sf
-Roadway(sq ft) sf
-Future(sq ft) sf
-Other,please specify in the comment box
below(sq ft) sf
New infiltrating permeable pavement on
13 subdivided lots(sq ft) sf
New infiltrating permeable pavement not on
14 Isubdivided lots(sq ft) sf
Existing BUA that will remain(not subject to
15 permitting)(sq ft) 15163 sf
16 Existing BUA that is already permitted(sq ft) sf
17 Existing BUA that will be removed(sq ft) 14559 sf
18 Percent BUA 20%
19 Design storm(inches) N/a
20 Design volume of SCM(cu ft) N/a
21 Calculation method for design volume N/a
ADDITIONAL INFORMATION
Please use this space to provide any additional information about the
22 drainage area(s):
Net decrease impervious area of 1,797 sf.