HomeMy WebLinkAboutSW3220306_Plansheet - Landscape/Planting Plan_20221020 (4)SUPPLEMENT-EZ COVER PAGE
FORM5 LCAOLC
PROJECT INFORMATION
1
Project Name preserve at Forest Creak Phase 1
P act Area ac 70.23
Coastal Wetland Area fact _ 0
Surface Water Area feel
2
3
4
5
Is this roect Nigh or Low Dens
Does this protect use an off -site SCM?
,High
No
6
COMPLIANCE WITH 02H .1003(4)
7
Width of yagEtated setbacks provided feet
30
8
Will the vegetated setback remain v tated?
If BLIA is proposed in the setback, does it meet NCAC 02H.1003 4 o-d ?
Is streambank stabilization proposed on this project?
_ _ _
T T w _ Yes
9
No
10
No
NUMBER
AND TYPE OF SCM9:
Infiltration System
L11
12
13
Bioreten6on Cell
.....
Wet Pond -- . -.. ---
Stormwater Welland
lPermeable Pavement
Sand Filter
Rainwater Harvesting RWH
0
6
14
W —
0
15
0
16
0
17
0
18
Green Roof
_
0
19
Level Spreader -Filter StripLS-FS
_
0
20
Disconnected Impervious Surface DIS
_
0
0
0---
21
Treatment Swale
Dry Pond --... ..-- -----
--
StormFilter
Silva Cell — - --
--
22
23
— ... _.
0
24
25
0 - -
-
BaY0.1ter.
0
26
Filterra
mm �"
0
ESIGNER CERTIFICATION
27 Name and Title:
28-
Organization:
29
Street address: _
30
Q State Z" :
31
_
Phone numbe s:
Email:
32
Mason Greeson. PE
i3 North Graham Stree
CharlotlaLNCY 28202
(704 333-0325
Certification Statements
I certify, under penalty of few that this Supplement-EZ form and all supporting Information were prepared under my direction or supervislon; that the
Information provided in the form is, to the best of my knowledge and bellef, 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.
• Q��3iu�3
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WET POND
_ 1 Dralnu�eareanundrer 12 __ 3 4 5_
2 Minimum ulred treatment volume cud 491792 of 102802 d 1118185 d 639802 d 424710 d 291416 d
3
Is the SCM sized to treat the SW from all surfaces at build -out?
the SCM kK-P%d amW from contaminated soils?
Yes
Y"
YV%
Yea
Yes
__Yea
3:1
yue
Yea
4.19
_Yea _
3:1
Y
Yes
Yes_
5
6
_!jnpjneorzo
What are the side slopGs of the SCM H: ?
3:1
3:1
T
3:1
3:1
No
Yes T
Does the SCM have retaining walls, gablon wells or other
ddu d s7 _ _
_ _
Yes
Yea
_ _
No
Yes
No
Pu referred
Yes
No
_
Yes
No
Pu rrrd}
Yes
No
Yes
7
-
8
the Inlets, outlets, and receiving stream protected from erosion
IL)jMretamY7
Yes
No
Yes
No
s there an overflow or bypass for Inflow volume in excess of the
Na
Pu fsrred
Yea
- Yes
Na
Pu rafernp.
What Is the method for de;;iterirQ the SCM.Ior maintenanca7
.pump ( raferte
Yes _
Yes
Yes
craft
1IQIfajVIlc9bI9,wiII
the SCM be cleaned out after aonswction?
_ Yes
Yes _ _
Yes
11
--
Does the maintenance seem %fWlp with General MDC (81?
Yes
Yes
Yea
Yes
Yes
_1
13
Poe; the drelnege easement comply with General MDC 9)?
.....-- -
Yes _y
WA
,-- yes
NIA
If the SCM Is an a single family lot, does (will?) the plat comply with
General MDC 1 7
WA
WA
N1A
_Yg_....
WA
14
Is there an O&M Agreement that complies with General MDC (11)?
Yes
Yas -
Yes _.
Yes
Yes
_ _.. Yes . ._
Yas
Yea
Yes
Yes
Yes
Yes
__. _. _ Yes
Yes17
15
Is them an O&M ptan that ies with General MDC 12 ?
Yes
18
Does the SCM follow tha device spflc MDC7
_Yas
Yea _ _
Yes
Yes
-
Yes
Was the SCM desi eft ae an NC licend assional?
Yes
Yea
Yes ~
18
SWng method used SAIDA SAIDA SAIDA SAIDA SAIDA SAIDA
19
Has a Augefstorage table been pnwided In the calculations?
Yes
Yes
676,60
577.00
Yea
581.50
592.00
Yes _
580.50
Yes _ _
598.50
Yes
20
Elevation of the excavated main pod depth (bottom of sediment
565.50
606.50
607.00
21
Elevation of the main pool bottom (tap of sediment removal) (final)
566.00
_§%1.50
681.00
599.00
50
22
Elevation of the bottom of the vnetated shelf fmsl
581.50
562.00
----
586.50
584.50
_611.50
- 612.00
23
24Elevadon
25
Ele_vation of the pOrmanen±oalAfms
of Iha
_ -_ �p of the veelaled shelf msl
Elevation of the raLool Qf FW)._-
572 b0 _
- -
586.00
585.00
644.00
572.50
- -
586.50
_ 58e.05.
29831 _
965.'S0
604.5012.50
673AS
592.11
9088
586.34
GOO."
613.40
26 Surface area of the maln permanent offal ftiare feet]
m 27-Volue of the main rmanent I cubic feet _
14 7
_
23371 _
57dd1 d
3.04 d
20K5
14659
52990 ef
24399 d
3.16 ft
7aa d
3,21 ft
66320 d
3.89 ft
E atlo, 2
12%2 d
�e depth of the main poor {feet]
3.64 ft
Fi _tie 2
3.49
gedepth equation used
squaton 3a mein pool rimeter feat
��311fuslna
E_y-uetFon 2
NIA
E uation 2
E action 2
Equation $ainng
NIA
WA
NIA
NIA
NIA
WA
Wq.
ualion 3 width of submerged va . shelf (loatj
Wy_
4641 d
Yes
rt
5091 d
_ _ IVIA
14740 _d_
Yes x
Gin
16 d
cs
WA
NIA
321lotume
of the foreba cubic feed_._...
7059 d
9.1_36 d
_� Yea _
T li in .......
28774 d
Orifice
11514 of
7398 d__
33
Is phis 15-20%dthe volume In the mainpooL7_ .
Yes
Yes
Yes
- 34
Oaan-0ul de for foreInches' -
Bin
6 In
Gin
35
Dasign volume of SCM feu A)
-
__ 24546 d
- -
-..2f393 d
fi a___
-
14923 d
37
Is the outlet an orifice or a weir? r OrHGpe,-_
_Orifice
.0 In
WA_
if orifico.0flce diameter Q!chea 2.5 in
if weir, weir height Incls.$)..__WA
_Orifice
7.5 in
WA
WA
2.43
Yes
-Yis. _
3.5In
WA
WA _
2.$5
Yes
_
3.0In
.
2.5 In
38
MIA
79
If weir, weir length Inches %A
WA
KA
40
DnMgown time for the twnwrary pmlda 2.75
_ 2.28
Yes
2.72
2.97
41
42
Are the Inlet(a) and outlet toasted in a manner that avoids short-
i Yes- -
Are bent& or baf7hs provided_ to i rove the flow ? Yes
De k of foreb at entrance (inches] _ 10 In
Yes
Yes
1b in LL
Yea
W fn _
_- 0 in _
Yes
5 ft
Yes
-
Yes
43
10 in
6 In
Y
a q
10 In
?g In
44
De h of foreba at exit inches
In
_
_6 in _
_ _Yea
E ft ..,.n
Gin
_
Bin
45
Does water flow out of the foreboy In a non -erosive. manner?
yes
Yes
Yes
48
47
48
Width of the vegetated &half (feet) -._-
a ft
- eft
!x fL
Slope of v'notated shelf H:V
- 6:1 _
Yea
8:1
81
6:1
6:1
Foes the orifice drewn wdofrom below the top surface of the
rmmm�1 l?
Yes
Yea
No
Yea
Yes
Yea
No
Yes
Yes
_$:1
Yes '
Yes
49
Does the pond minimize impacts to the receiving channel from the
Yes
Yes
Na
Yes
No
Yes
so
Are fountains proposed? (If Y. please provide documentation that
MDC 9 is mot.
No
No
51
621
Is a trash rack or other device provided to protect the outlet
the dam and embankment planted in non -dumping turf gross?
Yes
Yes
Yes
Yes
Yes
Yes
Yes T
Yea
HYBRID
gfL"R UA_
Yes
HYBRID
_.BERMUDA I
Yes
-HYBRID
IIERMUOA
53.Spedes of turfthat wIII be used on the dam and embankment
HYBRID
HYBRID
eERKKAXk�..
Yes
HYBRID
._DERMICIA
Yes
640Hasa 4Aantinp plan been provided for the Motated shelf?
Yas
Yes
Yes
- _.
Yea
RIONALINFOf11�WTIOM
_ ..
Please use this space to provide any additional irrfomration about
55�6re wet pond(&]:
SUPPLEMENT-EZ COVER PAGE
FORMS LOADED
PROJECT INFORMATION
1 ' Project Name
2 ProiW Area ac
Preserve at Forest Crook Phase 1
101.65
3 Coastal Wetland Area ac
0
4 Surface Water Area ac
3.85
5 Is this pro1W High or Low DenW
U6
Hiatt
Does this project use an off -site SCM?
No
COMPLIANCE WITH 02H .1003(4)
7
Width of vegetated .,tbagk, Provided feet
Will thevegetated setback remain tated?
30
8
Yes
9
If BUA is proposed in the setback does it meet NCAC 02H-1003 4 c-d ?
No
10
Is streambank stabilization proposed on this project?
No
NUMBER AND TYPE OF SCMs:
11
Infiltration S stem
Bioretention Cell
Wet Pond _
Stormwater Wetland —
0
0
6
0
12
13
14
15
1 Permeable Pavement
0
16
ISand Filter
0
17
1 Rainwater Harvesting RWH
0
18
!Green Roof
0
19 Level reader -Filter Strip LS-F5
20 Disconnected Impervious Surface DIS
21 Treatment Swale ----_
-- -
22 Dry Pond
23 StormFilter —
0 _
0
. _..... � .- 0 ------
0
0
24 Silva Cell
0
25 Bayftr
0
26 Filterra
0
DESIGNER CERTIFICATION
27
Name and Title:
Frank McMahan, PE
28
Organization: _ - -
�LandDegAn
29
Street address:
_ 223 North Graham Street
30
City, State, Zip_ _
Charlotte NC 28202
31
Phone numbe!s}:
_ 1704) 333-0325
32 IEmail: j fmcmahan@Ianddesign.00m
Certification Stprbarnard:
I cadify, under penalty of law that this Supplement-EZ form and all supporting information were prepared under my direction or supervision; that ft
Information provided in the form is, to the test of my knowledge and belief, true, accurate, and complete; and Umt the engineering plans,
spedncadons, operation and maintenance agreements and other supporting Information are consistent with the Information provided here.
�rf.L
037773
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WET POND
1
1DraInaqe area number _ 1 1 2 1 3 4 5 6
Minimum required treatment volume (cu 23775 of 5786 of L 55004 cf 32220 cf 22050 cf 16210 of
MDC FROM 02H.10
Is the SCM sized to treat the SW from all surfaces at build -out? Yes Yes Yes Yes Yes _ Yes
Is the SCM located away from contaminated soils? Yes Yes Yes Yes Yes _ _ Yes
What are the side slopes of the SCM H:V ? 3:1 3:1 3:1 3:1 3:1 3:1
Does the SCM have retaining walls, gablon walls or other yes No No No Yes No
en !neared side slo es?
Are the Inlets, outlets, and receiving stream protected from erosion Yes Yes Yes Yes Yes Yes
1 D- ear starm ?
2
rgNMAL
3
4
5
6
7
6
Is there an overflow or bypass for inflow volume in excess Of the
deli n volume?
Yes
Yes
Yes
Yes
Yes
Yes
9
What is the method for dewatarina the SCM for maintenance?
Pump referred
Pump referred
Pump referred
Pump referred
Pum referred
Pum referred
10
If applicable, will the SCM be cleaned out after construction?
Yes
Yes
Yes
Yes
Yes
Yea
11
Does the maintenance access comply with General MDC B ?
Yes
Yes
Yes
Yes
Yes
Yes
12
bees the drains a easement comply with General MDC 9 ?
Yes
Yes
Yes
Yes
Yes
Yes
13
If the SCM Is on a single family lot, does (will?) the plat comply with
General MDC 10 ?
NIA
NIA
NIA
NIA
NIA
NIA
14
Is there an O&M Agreement that complies with General MDC (11)?
Yes
Yes
Yes
Yes
Yes
Yes
15
Is there a_n O&M Plan that complies with Genera! MDC 12 ?
Yes
Yes
_ Yes _ _
_Yes
Yes
Yas__
16
Does the SCM follow the device specirc MDC7_ Yes Yes Yes Yes _
Was the SCM designed by an NC licensed professional? Yes Yes Yes Yes
Slzin method used SA/DA SNDA SAIDA SAIDA
Has a sta a/store a table been provided in the calculations? Yes Yes Yes Yes
Yes
Yes
Yes
S476A
Yes
806.50
17
Yes
18
SAJDA
Yes
598.60
19
20
Elevation of the excavated main pool depth (bottom of sediment
removal fmsl
565.50
576.50
581.50
590.50
21
Elevation of the main pool bottom (top of sediment removal) (fmsl)
566,00
577.0o
582.0o
581,00
_
599.00
807.00
22
Elevation of the bottom of the vegetated shelf fmsl
571.50
581.50
585,50
584.50
6D3.50
511.60
23
Elevation of the permanent pool JLI
572.00
582.00
586.00
585.00
8D4.00
612.00
24
Elevation of the top of the vegetated shelf fmsl
572.50
582.50
586.50
585.50
6D4.50
612.50
25
Elevation of the temporary col frns!
573.50
583.25
588.05
586.55
605.50
613.75
26
Surface area of the main permanent Pool s uare feet
11828 sf
6266 sf
27510 sf
15809 at
14315 sf
9921 sf
27
Volume of the main permanent pool cubic feet
45122 cf
20418 of
94558 of
48343 of
55343 cf
35783 of
28
Average depth of the main pool feet
3.81 ft
3.26 ft
3.44 ft
3.0611
3.87 ft
3.61 1t
29
Average de ih ftguation used
Equation 2
Equation 2
Equation 2
Equation 2
Equation 2
E uaflon 2
30
If using equation 3 main pool perimeter feet
NIA
NIA
NIA
NIA
NIA
NIA
31
If using equation 3 width of submerqed veg. shelf feet
WA
NIA
NIA
NIA
NIA
NIA
32
Volume of the foraba cubic feet
7859 of
3999 cf
15553 of
9136 cf
10966 Df
6121 of
33
Is this 15-20% of the volume in the mainpool?
Yes
Yes
Yes
Yes
Yes
Yes
34
Olean -out depth for forebaInches
72in
80in
48in
48€n
60in
6oin
35
DesiEin volume of SCM cu ft
25818 cf
11392 of
74361 of
33982 cf
24917 cf
21073 of
36
Is the outlet an orifice or a weir?
Orifice
Orifice
Orifice
Orifice
Orifice
Orifice
37
If orifice orifice diameter inches
2.5 in
1.5 in
3.5 in
3.3 in
2.6 in
2.0 In
38
If weir, weir height inches
WA
N/A
NIA
NIA
NIA
NIA
39
If weir, weir ten th inches
NIA
NIA
NIA
NIA
INA
NIA
40
Orawdown time for the temporary Pool (days)
2.75
2.43
2.93
2.28
2,72
2.97
41
Are the Inlet(s) and outlet located in a manner that avoids short-
circultin ?
Yes
Yes
Yes
Yes
Yes
Yes
42
Are berms or baffles provided to improve the flowpath?
No
No
No
No
No
No
43
Depth of forebery at entrance inches
82 in
70 in
58 in
58 in
70 in
70 In
44
Depth of forebay at exit inches
78 in
66 in
54 in
54 in
66 In
66 in
45
Does water flow out of the forebay In a non -erosive manner?
Yes
yes
Yes
Yes
Yes
Yes
46
Width of the ve etated shelf feet
6 N
B ft
E ft
8 fi
B ft
6 It
47
Slo a of vegetated shelf H:
6:1
6:1
5:1
8:1
5:1
6:1
48
Does the orifice drawdown from below the top surface of the
permanent ool?
Yes
yes
Yes
Yes
Yes
Yes
49
11
Does the pond minimize Impacts to the receiving channel from the
r�24-hr storm?
yes
yes
Yes
Yes
yes
Yes
50
Are fountains proposed? (it Y, please provide documentation that
MDC 9 is met.
No
No
No
No
No
No
51
Is a trash rack or other device provided to protect the outlet
system?
yes
Yes
Yes
Yes
Yes
Yes
52
Are the dam and embankment planted in non -clumping turf grass?
Yes
Yes
Yes
Yes
Yes
Yes
53
Species of turf that will be used on the dam and embankment
HYBRID
BERMUDA
HYBRID
BERMUDA
HYBRID
BERMUDA
HYBRID
BERMUDA
HYBRID
BERMUDA
HYBRID
BERMUDA
54
Hasa plantingIan been provided for the vegetated shelf?
Yes
yes
Yes
Yes
Yes
Yes
DITIONAL
INFORMATION
55
Please use this space to provide any additional information about
the wet ands :
SUPPLEMENT-EZ COVER PAGE
FORMS LOADED
PROJECT INFORMATION
1 Project Name Preserve at Forest Creek Phase 1
2
Pra ect Area ac
105.5
3
Coastal Wetland Area ac
0
4
Surface Water Area (ac)
.3.85
5
is this project High or Low Density?
High
6 jDoes
this project use an off -site SCM?
No
COMPLIANCE WITH 0211-11003(4)
7 Width of ve etated setbacks provided feet
30
8
Will the vegetated setback remain vegetated?
Yes
9
If BUA Is proposed in the setback, does It meet NCAC 02H.1003 4 c-d ?
No
10
Is streambank stabilizatlon proposed on this project?
No
NUMBER AND TYPE OF 5CMs.
11 1 Infiltration System 0
12
JBIoretention Cell
0
13
1wet Pond
6
14
IStornawaterWatland
0
15
Permeable Pavement
0
16
Sand Filter
0
17
Rainwater Harvesting RWH
0
18
Green Roof
0
19
Level Spreader -Filter Strip (IS-FS
0
20
1 Disconnected Impervious Surface (DIS)
0
21
Treatment Swale
0 .
22
Dry Pond
0
23
StormFllter
0
24
Silva Cell
.0
25
Bayfilter
0
26
IFilterra
0
DE91GNE W CERTIFICATION
27 Name and Title: Frank McMahan, PE
28
Cr anization:
Landdesl n
29
Street address:
223 North Graham Street
30
City, State, Zip:
Charlotte, NC 28202
31
Phone numbers :
704 333-0325
32
Email:
fmcmahan@landdesign.com
i CAR
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WET POND
1
Draina a area number
1 2 3 1 4 1 5
1 6
2
Minimum required treatment volume cu ft
17469 cf 4414 cf 46379 cf 22974 cf 16406 cf
16863 cf
3
Is the SCM sized to treat the SW from all surfaces at build-oul?
Yes Yes Yes
Yes
Yes
Yes
4
Is the SCM located away from contaminated soils?
" Yes yes Yes
Yes
Yes
Yes
5
What are the side slopes of the SCM H:V ?
3:1 3:1 3:1
3:1
3:1
3:1
6
Does the SCM have retaining walls, gabion walls or other engineered
side slopes?
Yes No No
No
Yes
No
7
Are the iniots, outlets, and receiving stream protected from erosion
(10-year storm)?
Yes Yes Yes
Yss
Yes
Yes
6
Is there an overflow or bypass for inflow volume in excess of the
design volume?
Yes Yes Yet
Yes
Yes
Yes
9
What is the method for dewatering the SCM for maintenance?
Pump referred Pump referred Pump referred
Pump referred
Pump referred
Pump referred
10
If applicable, will the SCM be cleaned out after construction?
Yes Yes Yes
Yes
Yes
Yes .'
11
Does the maintenance access comply with General MDC B ?
Yes Yes Yes
Yes
Yes
Yes
12
Does the drains a easement cam with General MDC 9 ?
Yes Yes Yes
Yes
Yes
Yes
13
If the SCM is on a single family lot, does (will?) the plat comply with
General MDC 10 ?
NIA N/A. NIA
NIA.
NIA
NIA
14
Is there an O&M Agreement that complies with General MDC (11)?
Yes Yes Yes .
Yes
Yes
Yes
15
is there an O&M Plan that complies with General MDC 12 ?
Yes Yes Yes
Yes
Yes
Yes
16
Does the SCM follow the device specific MDC?
Yes Yes Yes
Yes
Yes
Yes
17
Was the SCM designed by an NC licensed rofessianal?
Yes Yes Yes
Yes
Yes
Yes
WE7' POND
MD[ FROM 24 W .1053
16
Sizing method used
SAfDA
SAIDA
SAIDA
SAIDA
SAIDA SAIDA
19
Has a sta elstora a table been rovided in the calculations?
Yes
Yes
Yes
Yes
Yes Yes
20
Elevation of the excavated main pool depth (bottom of sediment
removal) (fmsl
565.50
576.50
569.50
580.50
596.50 606.5D
21
Elevation of the main e2ol bottom (top of sediment removal fmsl
566.00
577.00
570.00
581.00
599.00 607.00
22
Elevation of the bottom of the vegetated shelf fmsl
571.50
581.50
573.50
584.50
603.50 611.50
23
Elevation of the permanent pool fmsl
572.00
582.00
574.00
585.00
604,0D 612.00
24
lElevation of the top of the ve etated shelf fmsl
572.50
582.50
574.50
585.50
604.50 612.50
25
Elevation of the temporary I fmsl
673.46 ..
582.61
575.61
586.34
605.09 613.37
26
Surface area of the main permanent pool (square feet
11828 sf
6289 sf
27514 sf
15809 of
14W of 9746 st
27
Volume of the main ermanant of cubic feet
45122 of
20471 cf
93977 cf
48343 cf
56292 cf 35099 of
28
Average depth of the main pool feet
3.81.ft
- '3.26 ft
3A2 ft
3.06 ft
3.87 ft 3.60 ft
29
Average depth euation used
Equation 2
Eclustion 2
Equation 2
Equation 2
Equation 2 Equation 2
3D
If using a uation 3 main E rimeter feet
NIA
NIA
NIA
NIA '
NIA NIA
31
Ifueng equation 3 width of submer ed v®. shelf feet
NIA
WA
NIA
NIA
NIA NIA
32
Volume of the foreba cubic feet
7859 of
3858 of
15564 cf
9136 of
9998 cf 6927 cf
33
Ils this 15-20% of the volume in the mainpool?
Yea
Yes
Yes
Yes
Yes Yes
34
Clean -out de ih for foreba inches
6 in
6 in
6 in
6 In
6 in 6 In
35
Design volume of SCM cu tt
25818 cf
6589 Of
63113 cf
32793 cf
22761 cf 21075 of
36
Is the outlet an orifice or a weir?
Orifice
Orifice
Orifice
Orifice
Orifice Orifice
37
If orifice orifice diameter inches
2.51n
1.5 in
3.51n
3.0In
2.5 In 2.0 in
38
If weir, weir height inches
N/A
NIA
NIA
NIA
NIA NIA
39
If weir, weir le th inches
NIA
NIA
NIA
NIA
NIA NIA
40
Drawdown time for the temporary of Ida
2.76
2.74
3.24
2.45
2.81 3.60
41
Are the inlet(s) and outlet located In a manner that avoids short-
circuitin ?
Yes
Yes
Yes
Yes
Yes Yes
42
We berms or baffles provided to Improve the flowpath?
Yes
Yes
Yes
Yes
Yes Yes
43
DepAh of fore ay at entrance inches
70 in
70 in
58 In
58 In
70 in 70 in
44
Depth of forebaX at exit Inches
66 In
66 in
54 in
54 in
66 in 1 66 In
45
Does water Row out of the forebay In a non -erosive manner?
Yes
Yes
Yes
Yes
Yes Yes
46
Width of the vegetated shelf feet
6 ft
6 ft
E ft
E ft
6 It E ft
47
Slope of vegetated. shelf H:V
6:1
6:1
6:1
6:1
6:1 6:1
48
Does the orifice drawdown from below the top surface of the
ermanentpool?
Yes
Yes
Yes
Yes
Yes Yes
49
Does the pond minimize Impacts to the receiving channel from the 1-
24-hr storm?
Yes
yes
Yes
Yes
Yes Yes
50
Are fountains proposed? (If Y. please provide documentation that
MDC 9 is met.
No
No
No
No
No No
51
is a trash rack or other device provided to protect the outlet system?
Yes
Yes
Yes
Yes
Yes Yes
52
Are the dam and embankment planted in non-clumpingmn-clumping turfgrass?
Yes
Yes
Yes
Yes
Yes Yes
53
Species of turf that will be used an the dam and embankment
HYBRID
BERMUDA
HYBRID
BERMUDA
HYBRID
BERMUDA
HYBRID
BERMUDA
HYBRID HYBRID
BERMUDA BERMUDA
54
Hasa lantin Ian been provided for the vegetated shelf?
Yes
Yes
Yes
Yes
Yes Yes
ADDITIONAL
INFORMATION
55
Please use this space to provide any additional Information about the
wet ands :
SUPPILEIMENT-EZ COVER PAGE
221WWMML
carbfy, under penalty of law that thla Supplernent-EZ form and all supporUng Infarmatlon were prepared under my direcdon or superAsion; that the
information provided in the form is, to the best of my kn&Madge and belief, true, scrxrale, and complete: and Mat the onginearing plans,
spedlflcatiaras, aperaUon and maintenance agreements and other supporting Wormadon are consistent Wth the Inhymagon proWded here.
"Ignaliure of
S
Date
iRAINAGE AREA INFORMATION
Entire Site
1
2
3
4
5
6
4
T e of SCM
WETPOND
WETPOND
WETPOND
WETPOND
WETPOND
WETPOND
5
ITotal drainage area (sq ft
3088929 sf
491598 sf
102729 sf
1118122 sf
589739 sf
424918 sf
361823 sf
6
Onsite draina a area s ft
2784868 sf
491598 sf
76346 sf
978294 sf
584105 sf
388631 sf
265894 sf
7
Oftsite drainage area (sq ft)
304061 sf
N/A
26383 sf
139828 sf
5634 sf
36287 sf
95929 sf
8
Total BUA in project (sq ft)
2023507„sf
289769 sf
65377 sf
722123 sf
400370 sf
292441 sf
253427 sf
New BUA on subdivided lots (subject to
9
ermittin s ft
1319061 sf
229081 sf
35011 sf
430861 sf
296993 sf
208357 sf
118758 sf
New BUA not on subdivided lots (subject to
10
permitting) (sf)
400385 sf
60688 sf
3983 sf
151434 sf
97743 sf
47797 sf
38740 sf
11
Oftsite BUA (sq ft)
304061 sf
N/A
26383 sf
139828 sf
5634 sf
36287 sf
95929 sf
12
Breakdown of new BUA not on subdivided lots:
....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
Parkin s ft
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Sidewalks ft
99792 sf
15293 sf
969 sf
37445 sf
24461 sf
11993 sf
9631 sf
Roofs ft
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Roadwa s ft
273325 sf
39716 sf
2422 sf
105342 sf
67032 sf
31756 sf
27057 sf
Future s ft
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Other, please specify in the comment box
below (N ft)
27268„sf
5679 sf
592 sf
8647 sf
6250 sf
4048 sf
2052 sf
New infiltrating permeable pavement on
13
subdivided lots s ft
N/A
N/A
N/A
N/A
N/A
N/A
N/A
New infiltrating permeable pavement not on
14
subdivided lots (sq 1)
N/A....
N/A
N/A
N/A
N/A
N/A
N/A
Existing BUA that will remain (not subject to
15
ermittin s ft
N/A
N/A
N/A
N/A
N/A
N/A
N/A
16
Existin BUA that is alreadyermitted s ft
N/A
N/A
N/A
N/A
N/A
N/A
N/A
17
Existin BUA that will be removed s ft
0
18
Percent BUA
66°�
59°�
64°�
65°�
68°�
69%
70%
.1.9.......Des
i.....nstorm .....ii nc h es....................................................................................................................................................................................................1..O..1.n.................................................1..0..Ln..................................................1..O..I
(........)...................................................................................................................................................................................................1.1.1.1..............................................................
n.................................................1..O..I
n.................................................1..O..Ln.................................................1..O..Ln..............
20
..........g
Desi n volume of SCM cu ft
25818 cf
8785 cf
63113 cf
32793 cf
24913 cf
21075 cf
21
...............g............................................................(..............).............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
Calculation method for design volume
"...... ...... ...... ...... �"...... ...... ...... ...... ...... ...... ....�
.... ...... ...... ...... ...... ...... ...... ...... ....�
POND PACK
POND PACK
POND PACK
POND PACK
POND PACK
POND PACK
,DDITIONAL�INFORMATION
use this space to provide any additional information about the
p p Y
:ainage
areas :
O
)ther BUA includes driveway area. Offsite BUA has been
calculated using
A build out potential (assumed 100% BUA). Subdivided
lot BUA has been
alculated
using 70% BUA on all lots.
WET POND
su
6 uoes ine ouivi nave reiaming wails, gaoion wails or oiner
Yes
No
No
No
Yes
No
engineered side slopes?
....
.... ....
....
....
... ....
.... ....
Are the inlets outlets and receiving stream protected from erosion
7
Yes
Yes
Yes
Yes
Yes
Yes
(10 year storm)
....
.... ....
....
....
... ....
.... ....
8 Is there an overflow or bypass for inflowvolume in excess of the
Yes
Yes
Yes
Yes
Yes
Yes
design volumes
9 What is the method for dewatering the SCM for maintenance?
Pump (preferred)
Pump (preferred)
Pump,(preferred)___
Pump (preferred)
Pump (preferred)
Pump (prefern
10 If„applicable, will the SCM be cleaned out after, construction?
Yes
Yes
Yes
Yes
Yes
Yes
11 Does the maintenance access comply wrath General MDC (8)?
Yes
Yes
Yes
Yes
Yes
Yes
12 Does the drainage easement comply with General MDC (9)?
Yes
Yes
Yes
Yes
Yes
Yes
13 If the SCM is on a single family lot, does (will?) the plat comply with
N/A
N/A
N/A
N/A
N/A
N/A
General MDC (102 .... .... .... ....
....
.... ....
....
....
... ....
.... ....
14 Is there an O&M Agreement that complies with General MDC (11)?
Yes
Yes
Yes
Yes
Yes
Yes
15 Is there an O&M Plan that complies with General MDC (12)?
Yes
Yes
Yes
Yes
Yes
Yes
16 Does the SCM follow the device specific MDC?
Yes
Yes
Yes
Yes
Yes
Yes
17 Was the SCM desi ned b an NC licensed ro fessionah.........
Yes.........
Yes
....Yes
Yes
Yes
Yes
'POND MDC FROM�02H .1053
18 Sizing method used
SA/DA
SA/DA
SA/DA
SA/DA
SA/DA
SA/DA
19 Has a stage/storage table been provided in the calculations?
Yes
Yes
Yes
Yes
Yes
Yes
Elevation of the excavated main pool depth (bottom of sediment
20
565.50
576.50
569.50
580.50
598.50
606.50
removal) (fmsl) .. .. .. ..
..
.. ..
..
..
.. ..
.. ..
21 Elevation of the main pool bottom (top of sediment removal) (fmsl)
566.00
577.00
570.00
581.00
599.00
607.00
22 Elevation of the bottom of the vegetated shelf (fmsl)
571 50
581 50
573 50
584 50
603 50
611 50
23 Elevation of the permanent pool (fmsl)
572 00
582 00
574 00
585 00
604 00
612 00
24 Elevation of the top of the vegetated shelf (fmsl)
572 50
582 50
574 50
585 50
604 50612
50
25 Elevation of the temporary pool (fmsl)
573 50
583 00
575 75
586 50
62525
50
26 Surface area of the main permanent pool (square feet)
11828 sf
6266 sf
27514 sf
15809 sf
14315 sf
9921 sf
27 Volume of the main permanent pool„ (cubic feet),
45122 cf
20418 cf
93977 cf
48343 cf
55343 cf
35783 cf,,,,
28 Average depth of the main pool (feet)
3 81 ft
3 26 ft
3.�42 ft
126 ft
3 87 ft
3 6 ft
29 Average depth equation used
Equation..2
Equation 2
Equation 2
Equation 2
Equation 2
Equation 2,
30 If using equation 3 main pool perimeter (feet)
N/A
N/A
N/A
N/A
N/A
N/A
31 If using equation 3 Wdth of submerged veg shelf (feet)
N/A
N/A
N/A
N/A
N/A
N/A
32 Volume of the forebay (cubic feet)
7859 cf„
3999 cf
15564 cf
9136cf
10966 cf,,,
6121 cf
33 Is this 15 20% of the volume in the main pooh
Yes
Yes
Yes
Yes
Yes
Yes
34 Clean out depth for forebay (inches)
72 in
60 in
48 in
48 in
60 in
60 in
35 Design volume of SCM (cu ft)
25818 cf
8785 cf
63113 cf
32793 cf
24913 cf,,,
21075 cf,,,,
36 Is the outlet an orifice or a weir?
Orifice
Orifice
Orifice
Orifice
Orifice
Orifice
37 If orifice orifice diameter (inches)
2 5 in
1 5 in
3.5 in
3.0 in
2 5 in
2 0 in
38 If weir, weir height (inches)
N/A
N/A
N/A
N/A
N/A
N/A
39 !!weir, weir length (inches)
N/A
N/A
N/A
N/A
N/A
N/A
40 Drawxlown time for the temporary pool (days)
2.76
3.29
3.24
2.45
2.95
3.6
41 Are the inlet(s) and outlet located in a manner that avoids short-
Yes
Yes
Yes
Yes
Yes
Yes
clrcuiting? ... ....
....
.... ....
... ....
.... ....
42 Are berms or baffles provided to improve the flow path?
No
No
No
No
No
No
43 Depth of forebay at entrance (inches)
82 in
70 in
58 in
58 in
70 m
70 in
44 Depth of forebay at exit (inches)
78 in
66 in
54 m
54 in
66 in
66 in
45 Does water flow out of the forebay in a non erosn manner?
Yes
Yes
Yes
Yes
Yes
Yes
46 Width of the„vegetated shelf (feet)
E ft
E ft
E ft
E ft
E ft
E ft
47 Slope of vegetated shelf..(H V)
6 1
61
61
61
61
61
48 Does the orifice drawdown from below the top surface of the
Yes
Yes
Yes
Yes
Yes
Yes
permanent pooh
49 Does the pond minimize impacts to the receiving channel from the
Yes
Yes
Yes
Yes
Yes
Yes
1.-yr, 24 hr s19rm2
....
.... ....
....
....
... ....
.... ....
50 Are fountains proposed? (If Y, please provide documentation that
No
No
No
No
No
No
M29(9) is met)
....
.... ....
....
....
... ....
.... ....
51 Is a trash rack or other device provided to protect the outlet
Yes
Yes
Yes
Yes
Yes
Yes
aystem? .... .... .... .... ....
....
.... ....
....
....
... ....
.... ....
52 Are the dam and embankment planted in non -clumping turf grass?
Yes
Yes
Yes
Yes
Yes
Yes
53Speciesofturfthatwillbeusedonthedamandembankment
HYBRID
HYBRID
HYBRID
HYBRID
HYBRID
HYBRID
HYBRID
BERMUDA
BERMUDA
BERMUDA
BERMUDA
BERMUDA
54 Has a planting flan been grovided for the vegetated shelh
Yes
Yes
Yes
Yes
Yes
Yes
5ffi0"NAL INFORMATION
55 Pleaseuaetnaapacetdprovde....any...additionalinformatI onmut��
the wet pond(s):