HomeMy WebLinkAboutSW3190702_Supplement-EZ Form_20191021SUPPLEMENT-EZ COVER PAGE
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PROJECT INFORMATION
1
2
Project Name
Project Area (ac) — -. - —
Coastal Welland Area jacl0
Surface Water Area (acl
Is this project High or Low Dena --
Waddington Points
---- 77.3
3
6.49
No
4
5
6
Does this project use an off -site SCM?
C
LIANCE WITH 92H .1003 4
7
Width of vegetated setbacks_Vrovided jfeel _
Will the vegetated setback remain fated?
30
Yes
8
9
Is BUA other that as listed in .1003 4 -d out of the setback?
You
10
Is streambank stabilization proposed on this project?
No
NUMBER AND TYPE OF SCMa:
11
Infiltration 5 tam
0
12
Biorebrition Cell
0
13
Wet Pond _ _ _ _
Stormwater Wetland
Permeable Pavement
4
14
_
0
0
15
16
Sand Filter
0
17
lRainwater Harvestin RWHI
0
18
Green Roof
Levi reader -Fitter S 1LS-FS)
Disconnected Impervious Surface (DIS)0
Treatment Swale
0
19
20
0
0
21
22Ry
Pond
0
23
StormFilter_ _
0
24
25
Silva Cell 0
Bayliter 0
Filterra — 0
26
FORMSLDADt
Name and Title: j Mason Greeson�PE Senior Associate _
223 N Graham Street
ate, Zip: _ Chariotte NC.282fl2—
number(sl 704-33-0326
MGreeson@landdesign.com
G arKatcon91aoaneft
1 certify, under penally of law that this Supplement-EZ form and all supporting Information were prepared under my direcllon or
supervision; tot Ore Wormadon provided in the form is, to the hest of my knowledge and WWI, Me, accurate, and complete, and that
the erginsedn0 plans. sp m ations. operation and maintenance agrsernents and other supporting Information are consistent with the
informadon provided here.
����,��► CARO �i
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Signature of Deslgndr
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Date
DRAINAGE AREAS
1 Is this a high densit ro act? Yes
2 If so number of draina a areas/SCMs 4
Is all/part of this project subject to previous rule
3 versions? No
FORMS LOADED
DRAINAGE AREA INFO
4 Type of SCM
Entire Site
1
WET POND
2
WET POND
3
WET POND
4
WET POND
5
Total BUA in project s ft
1384773 sf
560617 sf
122404 sf
374616 sf
327136 sf
6
New BUA on subdivided lots (subject to
ermittin s ft
934644 sf
369601 sf
79238 sf
237985 sf
247820 sf
7
New BUA outside of subdivided lots (subject to
permitting)s
450129 sf
191016 sf
43166 sf
136631 sf
79316 sf
8
Offsite - total areas ft
9
Offsite BUT s ft
####I
Breakdown of new BUA outside subdivided lots:
- Parkin s ft
- Sidewalks ft
165980 sf
69820 sf
17609 sf
46453 sf
32098 sf
Roof (sq ft
- Roadwa s ft
284149 sf
121196 sf
25557 sf
90178 sf
47218 sf
- Future sq ft
- Other, please specify in the comment box
below s ft
####
New infiltrating permeable pavement on
subdivided lots (sq ft
####
New infiltrating permeable pavement outside of
subdivided lots s ft
####
Exisitng BUA that will remain (not subject to
ermittin s ft
####
Existin BUA that is alread ermined s ft
####
Existin BUA that will be removed sq ft
####
Percent BUA
76%
66%
63%
76%
####
Design storm inches
1 IN
11N
1 IN
1 IN
####
Desi n volume of SCM cu ft
45123 cf
9948 cf
30577 cf
26321 cf
####
Calculation method for design volume
POND PACK
POND PACK
POND PACK
POND PACK
ADDIT ATION
ce to provide any additional information about the
4drainage
WET POND
1 Drainage area number 1 2 3 4
2 Design volume of SCM (cu ft) 60736 cf 15345 cf 46934 cf 35718 cf
GENERAL MDC FROM 02H .1050
1 L the SCM i—d to treat the SW from all rt.—, at hnild- Al Y. 1 -y— I Y. I Xx 1
4
Is the SCM located away from contaminated soils?
Yes
Yes
Yes
Yes
5
What are the side slopes ofthe SCM (H:V)?
3:1
3:1
3:1
3:1
6
Does the SCM have retaining walls, gabion walls or other engineered
side slopes?
M No
No
No
No
7
Are the inlets, outlets, and receiving stream protected from erosion
(10-year storm)?
Yes
Yes
Yes
Yes
8
Is there an overflow or bypass for inflow volume in excess of the
design volume?
No
No
No
No
9
What is the method for dewatenng the SCM for maintenance?
Pump (preferred)
Pump (preferred)
Pump (preferred)
Pump (preferred)
10
If applicable, will the SCM be cleaned out after construction?
Yes
Yes
Yes
Yes
11
Does the maintenance access comply with General MDC (8)?
Yes
Yes
Yes
Yes
12
Does the drainage easement comply with General MDC (9)?
Yes
Yes
Yes
Yes
13
R the SCM is on a single family lot, does (will?) the plat comply with
General MDC (10)?
so
14
Is there an O&M Agreement that complies with General MDC (11)?
Yes
Yes
Yes
Yes
15
Is there an O&M Plan that complies with General MDC (12)?
Yes
Yes
Yes
Yes
16
Does the SCM follow the device specific MDC?
Yes
Yes
Yes
Yes
OND MDC FI
Method used
Elevation of the main pool bottom -(top of sediment
Does the orifice drawdown from below the top surface of the
permanent pool?
Does the pond minimize impacts to the receiving channel from thi
yr, 24-hr storm?
Are fountains proposed? (If Y, please provide documentation that
MDC(9) is met.)
Is a trash rack or other device provided to protect the outlet systei
Are the dam and embankment planted in non -clumping turf grass
Species of turfthat will be used on the dam and embankment
Has a planting plan been provided for the vegetated shelf?
ONAL INFORMATION
Please use this space to provide any additional information about
wet oond(s):
rae I rea I rea I rea I
SA/DA I SA/DA I SA/DA I SA/DA
'Sf[rtrl• r r r . r r r �HIpI11H
Yes I Yes 1 Yes I Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
No
No
No
No
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
HYBRID
HYBRID
HYBRID
HYBRID
BER MU DA
I BERMUDA
BERMUDA
BERMUDA
No
I No
No I
No
Wet Pond 3 10:45 AM 10/14/2019