HomeMy WebLinkAboutSW3210401_Supplement-EZ Form_20210930SUPPLEMENT-EZ COVER PAGE
FORMS LOADED
COMPLIANCE WITH 02H .1003(4)
7 Width of vegetated setbacks provided feet 50
8 Will the ve etated setback remain ve etated? _ Yes
9 Is BUA other that as listed in .1003(4Xc-d) out of the setback?
10 Is streambank stabilization proposed on this project? No
NUMBER AND TYPE OF SCMs:
11
Infiltration System
Bioretention Cell
0
0
12
13
Wet Pond
-- ---- 1 -------------
14
15
Slormwater Wetland
Permeable Pavement
0 _............ ... .
0
16
17
18
Sand Filter _
Rainwater Harvestin0 (RWH)
Green Roof
_ 0
0
0
19
Level Spreader -Filter Stri LS-FS
_ 0
20
Disconnected Impervious Surface (DIS)
Treatment Swale
0
Y -- ---- -- --- ----- 0-----------_-
21
22
DiV Pond
Storm Filter
0
0
23
24 1Iva
Goil
Bayilter
"terra
0
0
0
25
26
FORMS LOADED
Name and Title: Marc Momsen, P.E.
w 223 North Graham Street
Charlotte, NC 28202
704-333-0325
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.
CAR//
XX
4Q� SEAIo r�
033804 _
INE
p+�M�,S
VIL PP�_
Si lure signer
Date
DRAINAGE AREAS
L3 1 Is this a high densityproject? Yog
2 If so, number of drainage areas/SCMs
Is all/part of this project subject to previous rule
versions? f W
FORMS LOADED
DRAINAGE
AREA INFORMATION
9nfire Site
1
4
T e of SCM
5
Total BUA in project ft
374984 sf
469403 sf
6permitting)
New BUA on subdivided lots (subject to
ft
New BUA outside of subdivided lots (subject to
ermitting) fsfl
Offsite - total area sy ft)
Offsite BUA Jsgft
Breakdown of new BUA outside subdivided lots:
Parkin ft _
Sidewalk ft
- Roofs ft
Roadway s ft
360094 sf
NIA
NIA
41080 sf
7
360094. sf
_ 94419 sf
94419 sf
41080 sf _ _
_ i 320sf _
20860 sf
8
9
10
1320 sf
20860 sf
14712 sf
14712 sf
- Future Og ft
282122 sf
_
282122 sf
Other, please specify in the comment box
below (sq ft
11
New infiltrating permeable pavement on
subdivided lots (sq ft
WA
12
13
New infiltrating permeable pavement outside of
subdivided lots (sq ft)
_
NIA
-
14890 sf
-
14890 sf_
Exisitng BUA that will remain (not subject to
ermittin ft
14
Existing BUA that is already permitted ft
15
1 Existing BUA that will be removed (sq ft
323 sf
32_3_sf
16
Percent BUA
_ _
31%
60%
17
Design storm inches
1 in
18
:Design volume of SCM cu ft
38465 cf
19
Calculation method for desi n volume
Simple Method
ADDITIONAL INFORMATION
20
Please use this space to provide any additional information about the
drainage area(s):
WET POND
1 Drainage area number 1
2j Design volume of SCM (cu it) 38465 cl
iR
31 Is the SCM sized to treat the SW from all surfaces at build -out? *N
4
Is the SCM located away from contaminated soils?
Yes
5
What are the side slopes of the SCM (H-V)?
8:1
6
Does the SCM have retaining walls, gablon walls or other
engineered s de s opes?
No
_
7
8
_ _
Are the inlets, outlets, and receiving stream protected from erosion
(10-year storm)? Yes
Is there an overflow or bypass for inflow volume in excess of the
design volume? Yes
What is the method for dewatering the SCM for maintenance?_Pump (prelerred) ?`
If applicable, will the SCM be cleaned out after construction? Yes
Does the maintenance access comply with General MDC (8)? Yes
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
General MDC (10)? No
9
10
11
12
13
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 professionW_ I Yes
FROM 02H -1058
18 Method used j SAIDA _
19 Hasa stage/storage table been provided in the calculations? T Yes
20
Elevation of the excavated main pool depth (bottom of sediment
removal) (fmsl) - {
Elevation of the main pool bottom -(top of sediment removal) (fmslj
536.00
537.00
21
22
Elevation of the bottom of the vegetated shelf (fmsl)
544.00
23
Elevation of the permanent pool (fmsl)
544.50
24
Elevation of the top of the vegetated shelf (fmsl)
545.00
25
Elevation of the temporary pool (fmsl)
546.38
26
Surface area of the main permanent pool (square feet)
13796 st
271,Volume
of the main permanent pool cubic feet)
_
72878 of
28
Average depth of the main pool (feet)
5.28 It
29
Average depth equal'on used
Equation 2
30
If using equation 3, main pool perimeter (feet)
31
If using equation 3, width of submerged veg. shelf (feet)
32
Volume of the lorebay (cubicfeet)
12798 of
33
Is this 15-201% of the volume in the main pool?
Yes
34
35
36
37
Clean -out depth for forebay (inches)
Design volume of SCM (cu ft)
Is the outlet an orifice or a weir? _
goin
_
_ Orifice____
2.2_
Yes
If orifice, orifice diameter (inches
38
39
40
41
If weir, weir height (inches)
If weir, weir length (inches)
Drawdown time for the temporary pool (days)
Are the inlets) and outlet located in a manner that avoids short-
circuiting?
42
Are berms or baffles provided to improve the flow path?
No
43
Depth of forebay at entrance (inches)
102 in
44
Depth of forebay at exit (inches)
96:n
45
Does water flow out of the forebay in a non -erosive manner?
46
Width of the vegetated shelf (feet)
_Yes _
47
Slope of vegetated shelf (H:V)
6:
48
49
Does the orifice drawdown rom below the top surface of the
permanent pool?
Does the pond minimize impacts to the receiving channel from the 1-
yr, 24-hr storm?
Yes
Yes
50
51
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 system?
No
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
-
as a ap nting p an een prove or N7—e — vegetated-sl,ef -� -- - �
FACW Meadow Mix
— ..Yes --
ADDITIONAL INFORMATION
INFORMATION
Please use this space to provide any additional information about
55 the wet pond(s):
weq Paro 3 10:47 AM 9/30/2021