SW3140601_APPROVED PLANS_20190906

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW
DOC TYPE ❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

/ti ftlS qLS RIM 601.47'
/ RIM=605.65 STREET A r sO+' j �� \ \ �\ I -I I I
-SAN_ _SAN ------SAN sAN-----`.4N
\ ✓ / RIM=601.47 / \ ` I 't
RIM 606.\ Z 3 - 43 � \
1
2
/ N
1
,
,
,
,
N
FFep,12'Maintena�� -----------
Access Drive ------------
I I I MP
-------------
I _____________________
_____36"_E- quals Pipe
II II • • '-
"
INV=58 . 53 �• I /
I 'r , , , , •� w
•• •.d�_ _
Slope OX F-ES3 '• i---- - G+ 30'Emg ncy INV
--------------------
--------------------
(See �tail onTig':• ' I sheet C5.8A) •/
ll _ FES1 - --- t ---- -O /
I
- N
-
Ex \ :Permanent Outlet Structure(„ of
_
FES2 0 0
on Sheet n
Wetlands \ I �f� _ ____- --- (See Detail Sh t C5.8A) oN i
�• - - - - _ _ - - - ----� ti cn
' \ P OF. MP I ` __
_
- %'"".
��---------------- _
P P ��
� Class 'B" i; � I- �"�.� / - peeed-Valve e
0 , •• Ri Rap I � � /_ ___ -- --" on Emergency ,
GA/o •\ �� Drain
\ nd2Proposed 6"
a'e \ _ t" f, �, ""Emerge sin I FES4
Ex
_ Stream
10'
\
. __ - j
---
a I Ex
G -
I Stream
7
Access Easement
594.0 '�>
Northern BMP 36" RCP
10;1X.
w/Water
590.0 589.5 590.5 Tight Joints
Permanent Pool=b89,rr
589.0 N
Inflow
Foreboy N N
581.0 581.0
SHWT < 581.0
STORMWATER BASIN SECTION A -A
Scale: None
595.0 594.0
594.0
10' Littoral Shelf
Southern BMP
587.92 10'l MAX
589.5 -
59B:9
N 590.0
589.0
10' Littoral Shelf
0 10:1
589.5 1
ro 590.0 Permanent Pool=529I -
89.0
Inflow ' 589.0
N
9 Foreboy
SHWT < 581.0
STORMWATER BASIN SECTION B-B
m Scale: None
in 3-T.Wis
m
Ex.Grade
10'
594.0
Wet Pond Volume (As -Built)
Basin Storage Volumes
Elevation
Area (ft2)
Volume (ft3)
589.15
25475
0
590.00
31022
24011
591.00
34268
32645
592.00
37348
593.00
41165
39257
594.00
46871
44018
Volume of Basin = 175,739 fe
25'
595.0 5948
594.0
590.0
10:1
._ MAX.
589.5
Permanent Pool=589A
BMPs
Scale: 1"=30'
BMP MAINTENANCE SCHEDULE
1. After every significant runoff producing rainfall event and at least monthly
a) inspect the wet detention basin system for sediment accumulation, erosion, trash
accumulation, vegetated cover, and general condition.
b) Check and clear the orifice of any obstructions such that the drowdown of the
temporary pool occurs within 2 to 5 days as designed.
2. Repair eroded areas Immediately. Re -seed the embankment as necessary to maintain
good vegetative cover. Mow vegetative cover on embankment to maintain a maximum
height of six inches, remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprop, etc.)
quarterly to maintain proper functioning.
4. Remove woody vegetation not part of the approved plan along the dam embankment.
5. Remove invasive and dead vegetation on the littoral shelf and replant as necessary.
6. Remove accumulated sediment from the wet detention basin system semiannually or
when the depth is reduced to 75% of the original design depth. removed sediment shall
be disposed of in an appropriate manner and shall be handled in a manner that will not
adversely Impact water quality (i.e. stockpiling near a wet detention basin or stream,
etc.).
7. Perform annual inspection of the pond (annual inspection reports to be kept by the
owner). Prior to inspection notification must be given to Storm Water Services.
Note: Contractor to consult a geotechnical
engineer to determine if a clay liner is
required. Infiltration rate shall not exceed 0.01
IN/HR. If basin permanent pool is within 6" of
SHWT no liner is required.
Fill embankments shall be formed of suitable material placed in
successive layers not to exceed more than six (6) inches in
depth for the full width of the cross-section, including the
width of the slope area. No stumps, trees, brush, rubbish or
other unsuitable materials or substances shall be placed in the
embankment. Each successive six (6) inch layer shall be
thoroughly compacted by the sheepsfoot tamping roller, 10-ton
power roller, pneumatic -tired roller, or other methods approved
by the Town/County Engineer. Embankments over and around
all pipe culverts shall be of select material, placed and
thoroughly tamped and compacted as directed by the
Town/County Engineer or his representative.
Pond embankments shall be installed in this some manner and
shall be compacted to meet a density of 95% Standard Proctor
Test.
DATA BLOCK
Permanent
Temporary
Water
Top of
Pool
Pool
Quality
Weir
Elevation
Elevation
Orifice Size
(Emergency)
STORMWATER
4.00" ®
BASIN
589.5
591.50
589.50
593.5
F___-�
I Proposed 12' Maintenance Access Drive
L J-j
GRAPHIC SCALE
0 15 30 60
1 inch = 30 feet
10'
10' Littoral Shelf
589.0 .� 589.0
�i
583.0
38?r.9
SHWT < 583.0
STORMWATER BASIN SECTION C-C
Scale: None
SHWT < 583.0
STORMWATER BASIN SECTION D-D
Scale: None
1S
10'
Structure see detail
C5.8A
^e
0' Littoral Shelf
10:1 0�,' aLAA
589.0
Prop.FES
Inv.0ut=595.49
584.96
Prop.lnv.---S R IVED
585.26 •Pfep.30"RCP
w/Water Tight Joints "n
Install 3 Anti -Seep Collars DENR-0EMLR
Evenly Spaced Along Prop.30"RCP Land
w/Water Tight Joints Quality Section
Mooresville Regional Office
,.
,.���� CA%4 o,�'
?�. /.9
EVANS -'
= SEAL
_ MECHWART
HAMBLEroN h _
= 04P52
TILTON. INC.
JZ13i
�%i• No. F-1016 Q
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DATE
September 17, 2014
SCALE
1" =30'
JOB NO.
2013-1720
SHEET
C5.8
RECORD DRAWING

.,_LS_L""z.,
Q
OUTLET STRUCTURE WITH TRASH RACK. 6" MIN.
FREEBOARD FROM TEMP. POOL ELEV.
INVERTED WATER QUALITY ORIFICE
LOCATED THIS SIDE (SEE DETAIL)
50 YEAR EVENT
STORMWATER STORAGE
- 7
TEMPORARY POOL 6" MIN. FREEBO�
1z
PERMANENT POOL
z
MAIN POND
BACK OF OUTLET STRUCTURE
LOCATED AT TOE OF 10:1 SLOPE
PERMANENT POOL
I LWATER QUALITY ORIFICE
WATER QUALITY ORIFICE DETAIL
LITTORAL SHELF W/ WEILAND
PLANTINGS, 10' MIN. WIDTH
6" FREEBOARD
FUSED
EMERGENCY
WEIR
ANTI -SEEP
COLLARS
4NTI-FLOTATION PAD
DUCTILE IRON MAINTENANCE
DRAIN PIPE WITH SLUICE
GATE OR VALVE. (OFFUNE
FROM OUTLET AND LOCATE
POND PROFILE VALVE IN BERM) 0.5% SLOPE MIN.
NOT TO
WETPOND
LITTORAL SHELF AND BERM DETAIL
1
NOTES:
1. 4-6 INCH LAYER OF AMENDED SOIL IS RECOMMENDED ON
STORM DRAINAGE
LITTORAL SHELF AREA WHERE PLANTINGS ARE REQUIRED (SEE
EASEMENT (SIDE)
SOIL PARAMETERS IN BMP DESIGN MANUAL)
2. ALL WETPONOS SHALL HAVE A MINIMUM 20-FOOT ACCESS
EASEMENT TO CONNECTING DEDICATED PUBLIC RIGHT
•�tmt
ACC HAVE T
WIDTH,
WAY. ACCESS ROAD SHALL HAVE MIN. 12' SLOPE
ALL BERM SLOPES TO BE
�
MAX. LAND. GRATE OF MAX CROSS -SLOPE 5D
IN
STABILIZED WITH GRASS.
WIDE
EASEMENT A 10-FOOT WIDE PERMANENT MAINTENANCE ACCESS
MAINTENANCE
ENT MUST BE PROVIDED AROUND THE PERIMETER OF ALL '+''•"
BMPS
BAPS TO ALLOW FOR ADEQUATE MAINTENANCE AND REPAIR. 3:1 SLOPE
"•y, 3:1 SLOPE
2:1 SLOPE,
.•
I
WETPOND PLAN
BMP FIG. 4.2.2
594.0
Elev. 594.66
21 Top of Basin
593.50 `t,
Elev. 593.5Q.-
30'
EMERGENCY WEIR
Not to Scale
TO SCALE
T]- 10' Littoral Shelf
Scientific Name
Common Nome
Quantity
North
Quantity
(South)
Zone
Alisma subcordatum
Water plantain
80
75
Shallow pool
Asclepias incornata
Swamp milkweed
130
115
Shallow land
Carex tenera
Quill sedge
145
130
Shallow land
Eupatoriadelphus fistulosus
Joe Pye Weed
80
75
Shallow land
Hibiscus coccineus
Scarlet rose mallow
80
75
Shallow land
Lobelio siphilitico
Great blue Lobelia
100
90
Shallow land
Nelumbo lutea
American lotus
65
60
Deep pool
Nuphar lutea adveno
Yellow pond lily
65
60
Deep pool
Peltandra virginica
Arrow arum
80
75
Shallow pool
Pontederia cordato
Pickerelweed
100
90
Shallow pool
Sagittaria latifolia
Arrowhead
65
60
Shallow pool
Sagittaria lancifolia
Bulltongue
65
60
Shallow pool
Schoenoplectus tabermontani
Soft stem bulrush
50
45
Shallow pool
Sparganium americanum
American burreed
65
60
Shallow pool
10' MIN. -►i
I
STORMW TI
I
�'
Zs. OR
TEMPORARY
v� HEADWZ
-�
ENERGY DISSIPATOR -I 2:1 SLOPE STD
TO POND
SEDIMENT
CUTLET MUCTURE WITH TRASH
RACK. 6' MIN. FREEBOARD
FROM TEMP. POOL ELEV.
AND RIP RAP BERM \
CLASS WEIR
PAP hVERTED WATER
i6` MIN. DEPTH. OIIALRY ORIFICE.
LOCATED THIS SIDE
SEE DETAIL
PERMANENT POOL 6' MIN. FREEBOAIR
N TES:
1. 4-6 INCH LAYER OF AMENDED SOIL IS RECOMMENDED IN ANY AREA
WHERE PLANTINGS ARE REQUIRED (SEE SOIL PARAMETERS IN BMP
DESIGN MANUAL).
POND PROFILE
WETPOND PROFILE
BMP T)G. 4.2.2
6`
UTMRAL SHELF W/
PLANTINGS, 10' M
F
`ANTI -FLOTATION PAD
- BACK OF OUTLET STRUMRE DUCTILE IRON MAINTENANCE
LOCATED AT TOE OF 10:1 SLOPE DRAIN PIPE WITH SLUICE
POND GATE OR VALVE. (OFFI.NE
FROM OUTLET AND LOCATE
VALVE IN BERM) O.6 X
SLOPE WIN.
NOT TO
0
NOTES:
I. PLANTINGS ZONES AND PLANT SELECTION
PER THE BMP DESIGN MANUAL, CHAPTER 6
& APPENDICES.
2. ALL PLANTINGS SHALL BE LOCAL NATIVE
SPECIES.
3. IRRIGATION MAY BE PROVIDED FOR INITIAL
ESTABLISHMENT AND DRY SEASONS.
Con
(3) 30"x8" Windo
Elev=
4" Diameter Pipe 59
Normal Pool
Elev=389 D
589.15
ZONE
ZONE
ZONE
ZONE 2,
WETPOND
PLANTING PLAN
593.67
Rim=
CCnn,, CCc^^rete Slab Top
vow
1.5E
t_Lf 588.90
Flow
Structure to be Filled with Flowable Fill-
Flowable Controlled Density Fill
After Installation of 30" Diameter
RCP Storm Sewer Pipe
POND CROSS SECTION
.er ro scvx
Cap
w/2.5"Hole Cut
Inv = 689.56
589.15
5.5'
Inv
NO TREES ON
EMBANKMENT
NOT
2
50YR= 593.75 593.62
25YR= 593.27 593.08
10YR= 59.2.62- 592.46
2YR= 591.67 591.53
1 YR CPV= 591.63 591.58
WQ= 683$9 589.52
Note: Fourth 30"x8" window
installed for erosion control
measures must be plugged when
converted for Stormwater BMP.
ON- 8" MIN.
i00 STM-
58s:56
585.26
PERMANENT OUTLET STRUCTURE
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DATE
September 17, 2014
SCALE
11° =30,
ununrr,rrM JOB NO.
2013-1720
EVENS C•� _ SEAL l
MECHWART 0455 6 =
=r HAMBLETON & i�l1 ;' SHEET
T1L70N, INC.
...: c(t�.� °''/gH R. ROS `O° \ C5.8A
0 dj IiN�1
RECORD DRAWING

RLS t115 lhlS "IS RIM=601.47' SPN-s'
/ RIM=605.65 STREET A 3.
(1 / �\ SAN - __ -SAN SAN ____-SAN
'j
O / / RIM=606.46 3
Q'
t
01
,
/ / I
_ _ � I I I 1� Q
I I - I
,
/ N I
I
\ III
- -------------
/ -/
I "
- cess
I
I
lkep.l2'Maintenanc
--Ac Drive
f'DD. 3 I PDD-3 PDD-3
_
'
_ - - - - _ = MP
- _B
,
,
,
,
__
--3 alizer Pipe I I INV=58 .
Inv.=58888•
INV.
q . 53
y
l gg
�B ope O% _ 'Emergency Wieir
ater Tight Joints.
I I 46 , 30
;. RCP w WZ FES3 �. (SeeDetailon
\ ---- I Set sA
--- FES101
, ��
I
`, _ _ \
Permanent Outlet Structure reEx FES2 __ _
o 4a po (See DetaiWetlands _ __ '- t on Sheet C5. 8A
u
o 5
I
_
I .I
I \ ----o
----------------
/
0 \ I
.I ________ ___ ______------/_
Cfass B" / - Valve Rap ---- onEmergenc
I `
. \'�:'••'•_ goo � � - --- - - I / --
0 2 epesed 6"
/Emergency Drain FES4
---_ !"
-- --i'roIrSDE INV=58S9e
_ \ - --------- I / INV=585.00 584.
- 96
\
1
594.0 \�
-
Ma'° -----------------"_-:--' I I O
age----'- - ----------------- """""
-- Ex
Gse
I I Stream /
->01) J. I --------
Northern BMP
10:1 MAX.
590.0 589.5 590.5
Permanent Pool=b89:5•
589.0
N X
Inflow
Forebay N
0
U
8
595.0
594.0
590.0
10:1 MAX.
Inflow
Access Easement
594.0
10' Littoral Shelf
36" RCP Southern BMP
w/Water
Tight Joints 587.92 101 MAX
589.5
587.65 N 590.0
589.0
581.0 58�1r 0� /
SHWT < 581.0< 581.0
STORMWATER BASIN SECTION A -A
Scale: None
589.5
Permanent Poo!=58Q li
sl
Forebay
X
3
r
o SHWT < 581.0
2
STORMWATER BASIN SECTION B-B
? Scale: None .
10' Littoral Shelf
589.0
12'Maintenance Access
Ex.Grade
to'
594.0
Wet Pond Volume (As -Built)
Basin Storage Volumes
Elevation
Area (ft2)
Volume (fe)
589.15
25475
0
590.00
31022
24011
591.00
34268
32645
592.00
37348
3580
593.00
41165
39257
594.00
46871
44 6 18
Volume of Basin = 175,739 ft3
25'
BMPs
Scale: 1"=30'
BMP MAINTENANCE SCHEDULE
1. After every significant runoff producing rainfall event and at least monthly.
a) Inspect the wet detention basin system for sediment accumulation, erosion, trash
accumulation, vegetated cover, and general condition.
b) Check and clear the orifice of any obstructions such that the drowdown of the
temporary pool occurs within 2 to 5 days as designed.
2. Repair eroded areas immediately. Re -seed the embankment as necessary to maintain
good vegetative cover. Mow vegetative cover on embankment to maintain a maximum
height of six inches, remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprop, etc.)
quarterly to maintain proper functioning.
4. Remove woody vegetation not part of the approved plan along the dam embankment.
5. Remove invasive and dead vegetation on the littoral shelf and replant as necessary.
6. Remove accumulated sedimen
t from the wet detention basin system semiannually or
when the depth is reduced to 75% of the original design depth. removed sediment shall
be disposed of in an appropriate m nn pmanner and shall be handled in a manner that will not
adversely impact water quality (i.e. stockpiling near a wet detention basin or stream,
etc.).
7. Perform annual inspection of the pond (annual inspection reports to be kept by the
owner). Prior to inspection notification must be given to Storm Water Services. r
Note: Contractor to consult a geotechnical
engineer to determine if I e a clay liner is
9 Y
required. Infiltration rate shall not exceed 0.01
IN/HR. If basin permanent pool is within 6" of
SHWT no liner is required.
Fill embankments shall be formed of suitable material placed in
successive layers not to exceed more than six (6) inches in
depth for the full width of the cross-section, including the
width of the slope area. No stumps, trees, brush, rubbish or
other unsuitable materials or substances shall be placed in the
embankment. Each successive six (6) inch layer shall be
thoroughly compacted by the sheepsfoot tamping roller, 10-ton
power roller, pneumatic -tired roller, or other methods approved
by the Town/County Engineer. Embankments over and around
all pipe culverts shall be of select material, placed and
thoroughly tamped an m d compacted as directed
9 Y p p by the
Town/County Engineer or his representative.
Pond embankments shall be installed in this same manner and
shall be compacted to meet a density of 95% Standard Proctor
Test.
DATA BLOCK
Permanent
Temporary
Water
I Top of
Pool
Pool
Quality
Weir
Elevation
Elevation
Orifice Size
(Emergency)
STORMWATER
4.00"
BASIN
589.5
591.50
589.50
593.5
-----�
I Proposed 12' Maintenance Access Drive
L-- -J
SHWT < 583.0
STORMWATER BASIN SECTION C-C
Scale: None
SHWT < 583.0
STORMWATER BASIN SECTION D-D
Scale: None
Prep.Permanent
Structure see detail
C5.8A
0' Littoral Shelf
100 MAX
589.0
Prop.lnv.=✓85.5
585.26
GRAPHIC SCALE
0 15 30 60
1 inch = 30 feet
10'
Prop.FES
Inv.Out=
584.96
w/Water Tight Joints
Install 3 Anti -Seep Collars
Evenly Spaced Along Prop.30"RCP
w/Water Tight Joints
EVAN�C/ �9
=
MECHWART
SEAL
= _
HAMBLETON & j _
_ ;• 04,5521
TILTON, INC.
•;
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DATE
September 17, 2014
SCALE
1" =30'
JOB NO.
2013-1720
SHEET
C5.8
RECORD DRAWING

D
OUTLET STRUCTURE WITH TRASH RACK. 6" MIN.
FREEBOARD FROM TEMP. POOL ELEV.
INVERTED WATER QUALITY ORIFICE
LOCATED THIS SIDE (SEE DETAIL)
50 YEAR EVENT
STORMWATER STORAGE
s
TEMPORARY POOL 6" MIN. FREEBOEE7
Y
PERMANENT POOL
SZ
MAIN POND
BACK OF OUTLET STRUCTURE
LOCATED AT TOE OF 10:1 SLOPE
STRUCTURE
PERMANENT POOL n
I LWATER QUALITY ORIFICE
WATER QUALITY ORIFICE DETAIL
LITTORAL SHELF W/ WETLAND
PLANTINGS, 10' MIN. WIDTH
y 6" FREEBOARD
-{—, IFERGENUSED CY WEIR
PAD
POND PROFILE
WETPOND
LITTORAL SHELF AND BERM DETAIL
NOTES
1. 4-6 INCH LAYER OF AMENDED SOIL IS RECOMMENDED ON
UTTORAL SHELF AREA WHERE PLANTINGS ARE REQUIRED (SEE
SOIL PARAMETERS IN BMP DESIGN MANUAL)
2. ALL WETPONDS SHALL HAVE A MINIMUM 20-FOOT ACCESS
EASEMENT TO CONNECTING TO DEDICATED PUBLIC RIGHT OF
WAY. ACCESS ROAD SHALL HAVE MIN. 12' STABILIZED WIDTH,
MAX. LONG. GRADE OF 15%, MAX. CROSS -SLOPE 5%. IN
ADDITION, A 10-FOOT WIDE PERMANENT MAINTENANCE ACCESS
EASEMENT MUST BE PROVIDED AROUND THE PERIMETER OF ALL
BMPS TO ALLOW FOR ADEQUATE MAINTENANCE AND REPAIR.
2:1 SLOPE,
ANTI -SEEP
COLLARS
DUCTILE IRON MAINTENANCE
DRAIN PIPE WITH SLUICE
GATE OR VALVE. (OFFLINE
FROM OUTLET AND LOCATE
VALVE IN BERM) 0.5% SLOPE MIN.
STORM DRAINAGE
EASEMENT (SDE)
-�SER
+f
C RACK
PERMANENT POOL ELEV. O�iRA$H + R
+ SEDIMENT �rc RACK
.., REBAY 3 ❑
rt�
x4« R
RIP RINLET +
+ ++ R :1 SLOPE
PROTECTION
OR INLET PIPE
RCCf55 SAD. + + R R +a
M Yiy - 1 ti
POBL/C
POND MAINTENANCE INFORMATION
MUST BE POSTED AT SITE \ = a
20' ACCESS
EASEMENT TO PUBLIC
R/W. (TYP)
WETLAt
0 FOI
PLAN VIEW SHELF
WETPOND PLAN
BMP FIG. 4.2.2
593.50
30'
EMERGENCY WEIR
Not to Scale
NOT TO SCALE
ALL BERM SLOPES TO BE
STABILIZED WITH GRASS.
I,.-3:1 SLOPE
594.0
Elev. �@6Top of Basin
PROTECTION
II.
NOT TO SCALE
3
-10' Littoral Shelf
Scientific Name
Common Name
Quantity
North
Quantity
(SouthAlisma
Zone
subcordatum
Water plantain
80
75
Shallow pool
Asclepius incarnata
Swamp milkweed
130
115
Shallow land
Carex tenera
Quill sedge
145
130
Shallow land
Eupatoriodelphus fistulosus
Joe Pye Weed
80
75
Shallow land
Hibiscus coccineus
Scarlet rose mallow
80
75
Shallow land
Lobelia siphilitico
Great blue Lobelia
100
90
Shallow land
Nelumbo lutes
American lotus
65
60
Deep pool
Nuphar lutea advena
Yellow pond lily
65
60
Deep pool
Peltandra virginica
Arrow arum
80
75
Shallow pool
Pontederio cordata
Pickerelweed
100
90
Shallow pool
Sagittaria latifolia
Arrowhead
65
60
Shallow pool
Sagittaria lancifolia
Bulltongue
65
60
Shallow pool
Schoenoplectus tobermontani
Soft stem bulrush
50
45
Shallow pool
Sparganium americanum
American burreed
65
60
Shallow pool
10' MIN.
STORMWAR`4..
OR
TEMPoRARY.E.S.
�"HEADWALL
STORM
ENERGY DISSIPATOR —I 2:1 SLOPE ST,
TO POND
SEDIMENT
OUTLET STRUCTURE WTIH TRASH
RACK. 6' MIN. FREEBOARD
RIP RAP BERM
FROM TEMP. POOL EU:V.
US
AND WEIR INVERTED WATER
CS B RIP RAP WALIry ORIFICE.
15' MIN. DEPTH. LOCATED THIS SIDE
SEE DETAIL
PERMANENT PoOL e• MIN. FREEBOAR
NOTES:
1. 4-6 INCH LAYER OF AMENDED SOIL IS RECOMMENDED IN ANY AREA
WHERE PLANTINGS ARE REQUIRED (SEE SOIL PARAMETERS IN BMP
DESIGN MANUAL).
POND PROFILE
WETPOND PROFILE
BMP FG. 4.2.2
6'
10' MIN.
IFMEU ED CY WEIR
6'
ANTI-FLCTATON PAD
BACK OF OUTLET STRUCTURE DUCTILE IRON MAINTENANCE
LOCATED AT TOE OF 10:1 SLOPE DRAIN PIPE WITH SLUICE
MAIN POND GATE OR VALVE. (OFFUNE
FROM OUTLET AND LOCATE
VALVE IN BERM) 0.5 %
SLOPE MIN.
NOT TO SCALE
rd
ZONE
ZONF, 5
ZONE
NOTES: ZONE '
3
1. PLANTINGS ZONES AND PLANT SELECTION 0NE,ZON'E1
PER THE BMP DESIGN MANUAL, CHAPTER 6
& APPENDICES. >F
2. ALL PLANTINGS SHALL BE LOCAL NATIVE $EED
SPECIES.
3. IRRIGATION MAY BE PROVIDED FOR INITIAL �ONL S/6
ESTABLISHMENT AND DRY SEASONS.
PLAN VIEW
xm ro x+R
WETPOND
PLANTING PLAN
RimConcrete S
(3) 30"x8" Window
Elev=591 50
591.50
Teter
Normal Pool
Elev=5893$
589.15
Structure to be Filled with Flowable Fill—
Flowable Controlled Density Fill
After Installation of 30" Diameter
RCP Storm Sewer Pipe
POND CROSS SECTION
RPr m sr[
ole Cut
389.50
89.15
j
5.5'
Inv
NO TREESON
EMBANKMENT
TO
2
50YR= ,-375593.62
25YR= =�7- 593.08
1 OYR= `92.� 592.46
2YR= 591.67 591.53
1YR CPV= 591.63 591.58
WQ= 89-89 589.52
Note: Fourth 30"x8" window
installed for erosion control
measures must be plugged when
converted for Stormwater BMP.
E— 8" MIN.
T 585.26
PERMANENT OUTLET STRUCTURE
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DATE
September 17,2014
SCALE
P =30'
JOB NO.
2013-1720
SHEET
C5.8A
RECORD DRAWING

VILLAGE OF MARVIN, UNION COUNTY, NORTH CAROLINA
SITE IMPROVEMENTS
FOR
COURTYARDS AT MARVIN
Jul, 1 S 2U14 f� JUNE 119 2014
nd6 R .G..,.....r"._
NOTE:
These plans are to be in strict conformance with the Village of
Marvin Standards.
NOTE:
Reference is made to the Subsurface Investigation prepared by CESI,
dated July 2, 2013. The recommendations presented are provided as
a part of the specifications for the improvement work. The
recommendations serve as the project guidelines and are not
intended to limit the design or the work product. Copies of the
report sholl be available as a part of the project documents. EMH&T
shall not be held liable for any unsuitable soils or rock encountered
on this site. The owner is responsible to hire a geotechnical
engineer to review pavement sections prior to commencement of
construction.
FEMA NOTE:
According to the Federal Emergency Management Agency's Flood
Insurance Map, dated October 16, 2008, the subject tract shown
herein lies within Zone 'X' (areas determined to be outside 0.2%
annual chance floodplain), Community Panel No. 3705144465J.
SOIL TYPES:
According to a map provided by the Natural Resources Conservation
Service doted July 26, 2012 the predominate soil on this site is
Torrus Gravelly Silty Clay Loam, 2 to 8 percent slopes moderately
eroded (TbB2).
References
- North Carolina Department of Transportation, January 1, 1995 or most recent edition,
Standard Specifications for Road and Structures
- American Association of State Highway and Transportation Officials, 1990 or most recent
edition, A Policy on Geometric Design of Highways and Streets
- Village of Marvin Uniform Development Ordinance, most recent edition
- North Carolina Department of Transportation, Roadway Design Manual
- North Carolina Department of Environment, Health, and Natural Resources, September 1,
1988 or most recent edition, Erosion and Sediment Control Planning and Design Manual
$ BENCH MARKS
All benchmarks and elevations shown upon this plan are based on the (NAVD 88) North
9 American Vertical Datum of 1988 (U.S. Survey Feet):
s
B.M. #1
N Sanitary Sewer Manhole located near the Northwest comer of the
property, approximately 7 feet from comer of property and
3 approximately 165' from EOP of Grigg Lane. Elev =597.68
o Northing-451746.3150
s Eaeting-1468356.9110
E B.M. #2
1 Sanitary Sewer Manhole located near the Southwest comer of the
E property, approximately 37 feet from comer of property and
approximately 131 feet from EDP of Nellie Lane.
Elev =589.003
s Northing-451088.0240
Y Easting-1468515.3560
B.M. #3
a Nail Set located approximately 450 feet from the Southeast comer
0 of the property and approximately 10 feet from EOP of Providence
Road South.
Elev.-623.977
Northing-451076.6990
Ea sting-1469786.3330
NOW
oR
otC 4C#pTs S M fRC y ...
� ` � •�,> °ear y;'�. •
n
NOW OR FORMERLY
NOW - l7 H
PROVIDENCE ROAD
0 R
/Plqzli�
VENTURES, LLC
rRy7
8q fR(y
NOW OR FORMERLY
PARCEL #06186005A
( #0
6766
W OR FORMERLY
COMMON AREA
DEED BOOK 5525 �
p Og6
ON AREA
PARCEL #06186005C
IN2 H
PLAT CABINET
PAGE 203
UNZONED
HS9
PARCELI #06186111
'Vol R&C
PLAT CABINET F
ZONED RUC
OR
PAGE 604
RC CPT FORM
ZONED RUC
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LOT 80
PARCEL #06186155 1 ',
PLAT CABINET H
PAGE 11
ZONED RUC
NOW OR FORMERLY
LOT 79
PARCEL #06186154
PLAT CABINET H
PAGE 11
ZONED RUC
NOW OR FORMERLY
LOT 78
PARCEL #06186153
PLAT CABINET H -
PAGE 11
ZONED RUC
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32
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NOW OR FORMERLY
i
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PARCEL #06186143
NOW OR FORMERLY
PLAT CABINET H
TRUSTEES OF BONDS
-
' PAGES 11 & 12
-' --.. ZONED RUC
GROVE
UNITED METHODIST
CHURCH
PARCEL #06186010
DEED BOOK 1458
PAGE 315
UNZONED
INDEX MAP
Scale: I" = 100'
GRAPHIC SCALE
0 50 100 200
1 inch = 100 feet
DEVELOPER
� I I
1i�I I
I �
� I I
I I
� I
I I
7 T
L
Prop.Life Estate=----"l
Area
9 0:4:7:]
10 Phaee3 -Phase1 IIt1 I I
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12 3 I I m I
(n
13 I rm*�E:
- - a)
1
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� Prop.
16 1 15 Pool I I
Prop.
Lj Clubhous
STREET A
mI I
47 48 F-1 �49 50In \ Ej
_ I 51 I p ai I W
NOW OR FORMERLY
SUDDIE M. GUY
PARCEL #06186008
DEED BOOK 4767 PAGE 567
UNABLE TO BUILD PARCEL
SEE PROPERTYZONEDBOUNDARY NOTE #2
I
I
I I I I
I I I
EPCON COMMUNITIES
8600 Sam Furr Road, Suite 180
Hunteraville, NC 28078
Phone: [phone]
ENGINEER
I I MM
Evons, Mechwart, Hambleton & Tilton, Inc.
Engineers • Surveyors • Planners • Scientists
301 McCullough Dr., Ste. 109. Charlotte, NC 28262
Phone: [phone] Toll Free: 888.775.3648
emht.com
Contact
Wesley
Smith
301 McCullough
Drive, Suite 109
Charlotte,
NC 28262
Tel: (704)
548-0333
Fax: (704)
548-0334
wsmithOemht.com
CD
SITE
Not to scale
LOCATION MAP
Not to Scale
SHEET INDEX
COVER SHEET
C1.0
EXISTING CONDITIONS & DEMOILTflON PLAN
C2.0
SITE PLAN
C3.0
EROSION CONTROL PHASE 1
C3.1
EROSION CONTROL PHASE 2
C3.2
PRE TRIBUTARY MAP
C4.0
POST STORMWATER TRIBUTARY MAP
C4.1
POST STORM SEWER TRIBUTARY MAP
C4.2
GRADING PLAN
C5.0-05.3
UNDERDRAIN PLAN
C5.4-05.7
BMP PLAN
C5.8-05.8A
STORM PROFILES
C5.9-05.12
STORM CALCULATIONS
C5.13
STREET PROFILES
C5.14-05.18
COMPOSITE UTILITY PLAN
C6.0
STREET LIGHT PLAN
C6.1
TREE MITIGATION PLAN
C7.0-C7.4
LANDSCAPE PLAN
L1.0-L1.4
SITE DETAILS
C9.0-C9.5
LIFE ESTATE & CLUBHOUSE PLAN
C9.6
PROVIDENCE ROAD PLAN AND PROFILE
C10.0-C10.1
PROVIDENCE ROAD SIGNING & STRIPING PLAN
C10.2
PROVIDENCE ROAD TRAFFIC CONTROL PLAN
PHASE I
C10.3
PROVIDENCE ROAD TRAFFIC CONTROL PLAN
PHASE II
C10.4
PROVIDENCE ROAD CROSS SECTIONS
C10.5-C10.6
Lot Restrictions
Lot #
Restrictions
Buildin
s that do not fit)
Lot
15
1.
POD
2
- No
altemate front
porch
2.
PDD
2
- No
bonus room
Lot
16
1.
POD
3
2.
POD
2
Lot
22
1.
PDD
3
2.
PDD
2
- No
alternate front
porch
3.
PDD
2
- No
bonus room
Lot
24
11.
PDD
3
Lot
25
1.
PDD
3
2.
PDD
2
- No
alternate front
porch
3.
PDD
2
- No
bonus room
Lot
26
1.
PDD
3
2.
PDD
2
- No
alternate front
porch
3.
PDD
2
- No
bonus room
Lot
27
1.
PDD
3
2.
PDD
2
- No
alternate front
porch
3.
PDD
2
- No
bonus room
Lot
36
1.
PDD
3
Lot 41
1.
PDD
3
Lot
47
1.
PDD
3
Lot 48
1.
PDD
3
Lot
51
1.
PDD
3
Lot
56
1.
PDD
3
2.
PDD
2
3.
PDD
1 -
No
alternate front
porch
4.
PDD
1 -
No
bonus room
Lot
57
le
n In accordance with these docume
Lot
61
1;=
Ire 1h 9h
r
21n
d®n
dllostbotisla c idylrrponformity
NOW OR FORMERLY
--PROVIDENCE GLEN
H NERS
PARCEL #061
PLAT CAB. H PAGE `
947
ZONED RUC
NOW OR FORMERLY
LEWIS WILLIAM
JENNINGS
PARCEL #06159010B
DEED BOOK 4515
PAGE 182
ZONED R-40
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DIVIS10t, OF
4Uq INy �� FS DATE
'1� June11,2014
4 Cu,
�4 SG ^U rust FiES7�RC SCALE
a
r the 1 " =100'
p ns am specs: am cel compliance Wrin in
stormwater rules. (15A NCAC 2H .1008 (1) )
Permit# t' / ., Date
f.1 L SIC Division of Water Quaky JOB NO.
Sheet # - rmrRevision Date � ' // � / ,, ,
I do hereby certify that on the dayof .0% r .
20_, the Village Council of the Village of Marvin North Carolina, ,.`o`��N ��RO4��,,,�- rG 2013-1720
approved this Preliminary/Construction Plat. This certificate of MECHWART '• s
approval is not intended to be construed to be a HAMBL& .�_ _ , ` SHEETpproval of the final _�� TILTON, INNC.
No. F-1016 i Q� plat nor approval of the proposed subdivision to be recorded at the - •. > I'll -`1 C1 O
Register of Deeds. '-,�q ,,�
,
p
PROJECT#UNION-2014-039

-_ - _ _ L I .
I 11
NOW Of
L
PARCEL
PLAT
P
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/ I
NOW OR FORMERLY NOW OR FORMERLY
COMMON AREA COMMON AREA
PARCEL #06186111 PARCEL J06186005C
PLAT CABINET F ZPLAT CABINET H
PAGE 604 PAGE 12
ZONED RUC
ZONED RUC
Prop.Connector -\
To Future Greenway
25'Prop.
Perimeter buffer
I I
NOTE: Future roadway connection
to the North shall be subject the approval \\�
of the Village of Marvin and approval of the
Board of the Courtyards at Marvin - _ r
Master Association.
NOW OR FORMERLY NOTE: If a gate is permitted, a knor
PROVIDENCE ROAD VENTURES, LLC yelp box shall be added.
PARCEL #06186005A
DEED BOOK 5525
% _,:,cv) I i i I
x.Utility Tower I
I I
rop.Future 50' -�- I NOW OR FORMERLY
-� R/W Dedication I PROVIDENCE GLEN
/^ DedI HOMEOWNERS
rop.Sidewalk Connection I I PAR L #Q6159O15
\ I � PLAT CAB.ZONED �RAUGCE 94=
� Prop.50' I
PAGE 203
Prop.RetaimngWall
20•Prop a Note 12 R/W Dedication
UNZONED
W/Rail
TO North '
Perimeter buffer �
425 _�
I
,�
i6.37
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, 4, /i
N711940E 114045
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/ 1
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, I -I
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1
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// , �,,; •� ¢'.. I NCO O ., / \ .. N'V y0 ', J J I I a J
/ 5 , ,y • aq.N � , d _ O '...,. 0.24 Ac ," � '; ' ' $• , .',//, -,,... ,p : ,_' i. - I ! 0.14 Ac.
11 a,
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® ,.
O �/ " ..,, / / ,,,• _ Be. ""' "'""""' 105„ NOW IL FORMERLY
r-., Q ,,r/,r, ,.,. / # - BA hose 3'.._129.86'-- „m • • rPt1O8e 3..-„109.9.9'", r l I I I I I I LEWIS WILLIAM JENNINGS
/ ; ; / O , *, , b " ...._ . _.......... ..... __, _ �,.. _ /.. .8 . , . area.- : r;: a ier--^*-^� .. 1 ..:r 1 615901 OB
v //,;; '< .79 _ / O �,�� d :.. : -� B ,_ , - u, ._ Phase 1 _::,,..� - ,i I I 1 't I I I PARCEL b 15
/ / ,., ® /Ja', , ✓' ., o \ oo Phase 1 , W u:
,. O „,, G. O /:: ®. ryr .. , "... i A° ,7 / l.'. I DEED BOOK 45
NOW OR FORMf02 ,.,: / ,;," ' /v 3 i La[57
r of . 6 .. O. „ ... / « x O I = : ',..,..,,.. -. w I I PAGE 182
_,.: m: .-� /•,.,✓ .,., , I w s "L' «..,,,_,,,,/ I m I m I m , ZONED R-40
LOT 81 $., , //' ; s; ti o 25 SDE { , 0.
y , ... -. / : ,, . �.:-_, ;;; m m o I : , .., Ler v, 15 SD „ , k'r. 1 i
,r'i''rG - .,,,,:' .._. _w_... ..,.,.,. 0.17 Ae. ;s ;,.., 0.16 Ac. P u r,, w E �„
PARCEL O6 86156 m% -, /ir'?ii" F fr O '. O /.; I : , „ .. '
- ;. ::. R \\: Lot 21 =a N � LOT 11 IL Sr J a` w
PAR # n// ,>y„�/ °' "„ • ti a s
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1
PAGE C( w,,,,,a, . 4 ( ik ._-135.71 128.51 ll t*;;: ,. _....: -.-e ._ Pro .O enS ace I E
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/' / <; C ) r _,__.„.... _,_,_,.. ' - m , . , : = 3 : .,,... ° £:. Lot 12 u u `1 I I1 ,
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p �= m w
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I o.14Ac. _1os.zo wall __ _...., o II:
LOT 80 ; :^,,,. " i �- w
/ , / - Prop.Retalmng __. _., rop.5 Swik. .. vl a I m
PARPARCEL 0 ..�Yl. _.... ._,.,...,_.,.< c .-. - - J
# - 7- 1 w a.� _.,........,.r a o o _,_. ,.,_/ N . ,__..._. .. .. W/Roll ,: „,,..... .... ... : w�, v
PIAT CABINET H m `, :. 'I ®...- -. o 0
. , .. ,.. Q ;, : : O Q _.. ,' _ __ -: ;.,.,.,.,,_,,: w .,. .I Im o "+. c :' 1
- :3Q:-, , ,. Lot 59 � . ,,.,. - ,., ,, ,,,,,,,,,, , I 1 m .. .1 ,, <f/j{ -
u � :� c, ,,,, ,,., :: w W � K n ,:. n .+ . I ., Lot 2 x. u 1, r t/, I, E w I
AGE 11 -,,;-. , _..,.,_.,, ,. _ , . , , I � w _�•.
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Approx.500. ` . ' ^ ""; ; n r n I ¢ [ b Lot 14 u 0 Lot l { h'' i ' 1
k:; s 1 I 0.17 Ac 9 E O , N f ,.,, _,.,. N .: - 1 F- 0 1
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4 0 o s o., /, m - \
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so• .. s:,:,,, // /:: • ,.I .:., ..®_-. 1 I ,0.15 At l� =, 17.72': ,09.97 Sidewalk';,, >
I
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NOW OR FORMERLY \ /, : ' . �� , , ,,:., • _ }
d'," , ..
✓�„ <;' 4 - _N ,•r; Prop.Swalk Prof• I \ ; °°
_ ,, _ r 'op 10 70
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Q / , . ! \ PUE
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oslaslsa �...,.;. / 30x30 N
PARCEL # r , r , / , '4 ... ,,r _.__/ c ; I - ,, I : m I o I ,\ � NCDOT Sight
o : o or
CABINET H �., ; '°r -r „ Ply 0.23 Ac. r-..x ; , ra,1 - I i - `4
PLAT • - ( / � S ght n I I I + . Pro . I Triangle
PAGE 11 .r,;:s ', - , o, r, . : r ,,, 6l : Lot 52 -.-- > L
r , sri „_:., • I "Lot ro Triangle 18 of ,_,_,,,,/ m
9; J J I N Clubhouse 1
1 a
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III5• ® / \ I I U RetmmngWall o.z6 Ac \ \ I SDE
SDE + Rail 30 x30
W rovldence Road
Perimeter buffer .' /i , %r,,,;, • i ' \ / /' // RO• I I /. • / Sight \ I
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OR FORMERLY I 11 tn, ;j %Ls -�/ I 1
Now � o / ;1 J s aso' Triangle
LOT 78 ii i /', ',,,• 4 // '::,, DL:_ _..,39.19' 18 20' 38.41 (See Sheets
n' ;/' , • t \ o o Lot3a 2314sa' _. c (typ) z3. I C10.0-C10.6
PARCEL #06186153 I ,�1W • ' „'loG%/ „ `Y/ a \ 4 'tj , „ .,, + +0 1 i� + $DE C 83.®..�
o
PLAT CABINET H / r/ • \ \ og 019 Ac ,,� .. y \ Prop.Light(tYP) +13�-� oo - C2 R10 „`
PAGE 11 .'' rc , i 1
ZONED RUC $.,:::,,:, >t��,.X ,„I�/ •\ \ '� \ ., 11 1
. :., j >, N6/1_0116
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°s o$i \ \ / L2 50 R/W ; : 2+00 D I
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-I -
Ex. SapttoI I I e� 'oi;;; r \ \ / j ,: r n.4s az.ot • - - -� Ch; d Begm Curb ewer" s =°.:�' 53i`�.•. -� Lot35 ; / -�.,, ...._._. >; . • ' R1000 Prop• Speed Table . I • •Grave Church Rd.
S : ' o Prop.BMP C .,, 0 11 .: Transition
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11�see ALTA) i mvi ' L 4,1 A Detail ,,�,, ,,
( or .r/i • 4 D r 'p > p m• L 46 �R 2'-0"
4 iI
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838'35 56 44.3 ✓,,./� / .:,o%%%r Sheet ;: - ..... : . : ..... ,v r iv - _. - r
RLY :,Ci.rr ,,,rj// • �.. - ®,. s Ce95, . P.$I n
w to ` 10 Front 57u - zlsa fO 9
NOW OR FORME ,%� a�„ 6 \ r' I _ A 11..,,. 0.18 Ac. o 0:17 Ac. : r - ':.. 37.40
s- ,i/�� :,, •. yr C5.8 .< , Lot36 - u1 : PUE
„_ , / ) \ 1 • N - �,.,, Located
LOT 77 .. r <,,,,,, .. , h ,:. r , % ro � EsmTi. , i ..
rn \ w a Setback . _"" ,.:, F 4t
T.. i IfII�- i t c : -
os186t ,.„ / 0.19 Ac I __,.,.,,,,,..., a 20 SDE on Pro osed
PARCEL # ..., r . .._,.. I
D ,zz.54 I I. TYP
PLAT CABINET H I ;:: ;ir, „'„ / ,' ,/%%/r,'' ` ' . „ ; I : Lot 37 i a • -. -
L rL ;,..,,r / ..r "' ., ,,, `.,,, .- - ®. - m.___. � ,n ,. y '.. i. e l 1 - � Stone Wall
E 11 -../ �/„ / - ... L 47 o I . PAGE „,./ ,. - ,r'' ,.,., / .,..,,,,!, , i __ w of m a ,:I 1
c / �.f co
/i oixnc c I
c J"
ZONED RUC -T .. a ..
113416"E 1$ e.,,. ,r i �,. -
s Lot as Pro .Candace a Be
N /
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'�I u
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s° _ $ N .,,.... � ., -:, : :.:;� _.._..,,,,,,. : •..._ - ,. Lot 50 ..._.. � _-
..,,.. _;r,//i. r .,. ,, ., o .� « Lot 68 I c, / ri 2 _ w rotO x70 ._ O _ 0.16 Ac. ,. , . ,.,,., • Lat 39 I I N
, ., ,,,. ,o ,.., n .. , n:e to I Lot _ 1 m Pro .O enS ace
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/ . /,,;,;, , , , / • - / u pp I NCDOT Sight
1 'II,,,,,,., /i ,-:, ,.. ,,. ,.s o../ -P ,.,.15 I ;,:.,.. ,, : Triangle
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ro /
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OR FORM RL o r''m s, .,,.,/,r, // ,i a •.. ..
NOW ..i . ,... a _. ,-, ,,,,,. 2 57. r
'j f r ,,,,.,.,,,1
LOT L ( ; ..._.,_„r,/,, .. r ,„/ r,,. • • ._...._;, .._.. : ., ,, . /1­1„ / ,. / PUE
PARCEL p , ._,..__ / ,,: .,� // /, /i r„�„/' ,- ,r, f1
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BIN H $ ` _:,L .r /./// o ,e.. /. r,.
P � _ '='4 ,,,,,,,.. d ,,, // „',. :, �,/ r __,' Lot 40: 4 .. .,,, ._ ,y G°..
I _ .. e , r r ,,,,, Lot 4 ' .... ,.. ..: ,.,
% / /i „ ,
E 11 :' - _,:/rr 10 '7r,+-. //i//„ r/,, %,;,,r:'„ >./ �o ,� m � ., ,i ,,, n N60'2' 57.88
1
PAGE - : .,//r ne arm.., , ' ,Frr'",r�. �i,////��G%,.,
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D R ..: - .`ae -;%,i ,..:. r ///r,- ., h///,,, i ,'. 0.18 Ac. I 0.18 Ac"i'sr: r„
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ZONE i 11 I; :� 0.66 ////�� //�//,rl j" ///i'/r y'q ^.;/ 48' 1 ((
t : „,.,. r
t
E
L
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o
a
u
n
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NOW OR FORMERLY / w /ll �i'j > - -1
LOT 83 m 5 :t3 , '""'•'""..... m' , CiiUi - ~4
PARCEL #06186155/ a 'j//j�j / r y„,'r ''-< 4,
PLAT CABINET H / �' /, '�� r • �' ,?-3�j%/ � * �Ir
PAGE 11
ZONED RUC/ ,., j /r % j j / r �'l !ern. �.
// Top /i%// w�
// i / '' r rr% / %%, ,
1 I
NOW OR FORMERLY / ' 9 1,1 1-5if / > \
LOT 82 / .. r W" rr"_%g, 7/ , r
86157 / „%•� �i //I, r/
PARCEL #061 ,y , ;, `¢
PLAT CABINET H / //� T /
PAGE 11 'c / / . /r TT I �6.. ..
ZONED RUC / N"Iti*` % % I j.''/,1,,,, O
/
el
\*,,II
.55
+. %,u� r�/i y /G%/� ,/% / f;gr N--,,,__`12157...__,,.,,e ;,5
NOW OR FORMERLY -,_, / /%r ;;;'//a/ , // ' G p ; 4 Perimeter buffer
LOT 7s' - / ... - 20'Prop. ff
PARCEL #06186150 - "• /L// 1 ri i 4 ' � * - n
��"
�„
I
4
PLAT CABINET H . ,_. / R35•
.../ �, ,,.,. ; + ,,I " 1 oho :'
11
PAGE 11 �•... „ /i/ a4., c o ,^ t / N ,,---/ Lot 43 ­11 110 . E I
ZONED RUC ,1 J8 m A
' NOW OR FORMERLY Jurisdictional Strea �41027 Ac - ??�?, ..-11861''_,,,_„ ' ,w� €I
r I S.
LOT 74 .Terminus. �35 - -
�S I
w
PARCEL #06186149 I'llr o
11 PLAT CABINET H 25'Prop. % ? " ^ m o
/ PAGE 11 Perimeter buffer , ryZe • r/�' O ,,,- m NOW OR FORMERLY to I I I o
ZONED RUC .,�, 3 s, 01 g
' is Q r r •� (O d-
NOW OR FORMERLY ! q ' % , // Lot42
COMMON AREA r i' , _ : PARCEL
M. GUY }
'^ PARCEL #06186008 I Q
c
Curve Table
Curve Table
0
v
Z
Curve #
Length
Radius
Delta
Curve #
Length
Radius
Delta
Cl
34.91'
45.00'
044'26'43"
C26
53.51'
235.85'
012-59'58"
-S
C2
63.85'
45.00'
081'17'50"
C29
22.80'
145.00'
009-00'28'
u
C3
52.37'
45.00'
066'40'40"
C30
15.82'
285.00'
003'10'48"
3
C4
28.20'
25.00'
064'37'20"
C31
46.49'
165.00'
016'08'41"
a
CS
40.71'
45.00'
051'49'57"
C32
103.82'
285.00'
020'52'20"
Pi
C6
43.35'
25.00'
099'21'34"
C33
51.44'
165.00'
01T5l'50"
I
CS
26.70'
17.00'
089'58'19"
C35
89.13'
285.00'
01 T55'09"
N
t
Cg
105.04'
1025.00'
005-52'18"
C37
51.44'
165.00'
01751'50"
b
C10
14.96'
145.00'
005'54'46"
C38
89.36'
285.00'
O1T57'50"
o
C11
51.51'
145.00'
020'21'12"
C39
51.33'
165.00'
01T49'29"
7
C12
47.89'
145.00'
018'55'19"
C41
88.49'
285.00'
01T47'23"
�
C13
47.31'
145.00'
O78'41'38"
C43
35.82'
165.00'
012-26.20"
I
0
C14
47.57'
145.00'
018'47'46"
C44
60.85'
285.00'
012-13'56"
g"
C15
21.89'
145.00'
008'39'01"
C45
39.26'
25.00'
089-59'09"
o
C16
10.15'
145.00'
004'00'44"
C46
28.20'
25.00'
064'38'11"
c
a
C77
47.55'
145.00'
018'47'27"
C52
24.61'
45.00'
031-20'17"
0
C18
110.58'
235.00'
026'57'40"
C53
87.02'
45.00'
110-47.39"
C20
52,72'
145.00'
020'49'48"
C59
55.17'
45.00'
070'14'36"
E
C22
116.83'
235.00'
028'29'03"
C60
25.33'
45.00'
032'14'49"
e
C23
58.60'
145.00'
023'09'13"
C61
95.63'
975.00'
005'37'11"
EC24
55.85'
145.00'
022-04'09"
C62
40.11'
25.00
091'55'03"
Curve Table
Curve #
Length
Radius
Delta
C63
16.18'
975.00'
000-57'04"
C64
26.48'
1025.00'
001-28.50"
C69
57.41'
1025.00'
003-12'33"
C73
3.94'
10 0.00'
OOT1 '1 "
5 8
C75
26.31'
17.00'
088-40.17"
C76
30.83'
95.00'
018'35.45"
C77
120.60'
95.00'
072-43'57"
C78
120.60'
95.00-
072-43.57"
C79
41.67'
95.00'
025'07'52"
C80
16.01'
115.00'
OOT58'36"
Cal
148.85'
115.00'
074'09'35"
C82
7.83'
325.00'
001'22'47"
C83
42.18'
25,00'
096'40'25"
C84
31.39'
20.00'
089'55'54"
C86
6.28'
50.00'
OOT11'43"
C91
5.86'
63.00'
005'19'42"
C92
31.45'
20.00'
090'05'55"
C93
18.04'
1025.00'
001'00'29"
LEGEND 0 HANDICAP RAMP
I STOP SIGN STOP SIGN
V oA y R1-1 CO y R1-1
30" x 30" 24"X24"
0 4 B + STREET NAME SIGN 20 MPH SPEED LIMIT SIGN
OD • R2-1
PUE PROPOSED PUBLIC UTILITY EASEMENT 24"X30"
61 SIDE PROPOSED STORM DRAINAGE EASEMENT * PROPOSED STREET LIGHT
PARCEL #06186143 `; � 0.34 Ac - mo I I =
PLAT CABINET H DEED BOOK 4767 PAGE 567
,.
PARCEL UNA
BLE TO BUILD PA
2 �" U
PAGES 11 & .I„�'i20J-` �`�'' ',, I I
ZONED RUC Svc 0•.; ' - �,J. SEE PROPERTY BOUNDARY NOTE #2 E I _
� ,,� ZONED R m 2
w 11IM
C/L CURVE DATA TABLE
CURVE #
A
RADIUS
TANGENT
LENGTH
C1
9'53'45"
1000.00'
86.57'
172.71'
C2
8'29'18"
1000.00'
74.21'
148.15'
C3
82'08'11"
140.00'
121.99'
200.70'
C4
97'51'49"
120.00'
137.71'
204.97'
C5
91*19'43"
120.00'
122.82'
191.28'
C6
6-24'45"
1 300.00'
1 16.81'
33.58'
` „`
I I
Z
E
20'Prop.
Perimeter buffer +
NOW OR FORMERLY "'
m
lii
TRUSTEES OF BONDS GROVE
.._
I
SII
&
I
UNITED METHODIST CHURCH
-..
'-
I
0I
(
PARCEL #06185010
DEED BOOK 1458
II
in
I-:
I c
PAGE 315
UNZONED
II I
Q
DEVELOPMENT STANDARDS CONDITIONAL
ZONING COMPARISON
CHART
0
W
Large Tract Subdivision
Epcon Conditional
AREA KEY
I
Category
District Standard
District Standard
II
W
Preservation Buffer
Permitted Use
Single Family
Single Family
F7771Perimeter
Provided: 1.54 Acres
I
WII
I
f
II
0I
Maxiumum Lots
15
61
Conservation Land (min)
3.05 ac.
4.13 ac
-
II I
O
Interior Preservation
Lot Area (min)
30,000 sf
5,312 sf
I
Lot Width (min @ setback) 130 ft 52ft a Required: 1.03 Acres x 5% =1.03 Acres
Provided: 1.03 Acres
ARING &DISTANCE TABLE Street Frontage (min @ Right -of -Way) 50 ft 47 ft I 1 I
Water Feature / Parkette
C/L BE
LINE #
BEARING
DISTANCE
L1
S70'27'50"W
157.64'
L2
S80'21'35"W
72.97'
L3
S71'52'17"W
177.71'
L4
N25'59'32"W
115.23'
LS
N71'52'17"E
80.78'
L6
S16'48'00"E
248.70'
L7
N13'07'25"W
22.22'
L8
N19'32'24"W
426.17'
L9
S18'09'08"E
1 230.70'
Front Yard Setback (min)
PI 2' H
Soft
loft
Provided: 2.30 Acres
105' View Shed Buffer
Provided: 1.56 Acres
White Space Represents Greenspoce Minus
Homes, Roads, & Walks
Provided: 6.86 Acres
� m � � Conservation / Dedication Of Land Boundary
Conservation Land Required:
20.5 Acres x 15% =3.08 Acres
Dedication of Land Required:
1245 Sq. Ft. x 61 Lots =1.74 Acres
Side Yard Setback (min)
20 ft (25ft @ corner)
5 ft
Rear Yard Setback (min)
O it(75 FTAbutting a mother lot
5ft
Building Height (max)
35ft
25ft
Garage Setback (min from front facad
2 ft
See Exhibit 10
Viewshed Buffer (min 85')
182 ft
100 ft
Centerline Radius (min)
90 ft
90 ft
Exterior Preservation Strip
25'Adjacent Residential
20'Adjacent to Lots
50'Adjacent Commercial
25' Everywhere Else
Interior Lot Trees
4
2
Block Lengths
350'
250'
Street Type
Public
Private
Access Points
2 Vehicular
1 Vehicular/1 Pedestrian
Sh b
3' H' h
ht t PI t
ru s eig tat antmg eig a an ing Conservation / Dedication of Land Provided: 4.15 Ai
6' Height at Maturity 2' 3 Height at Maturity
Berm Location 200'from R/W Within View Shed Stamped Pavement
GRAPHIC SCALE
0 30 60
1 inch = 60 feet
Owner Life Estate Area
Nora G. Haywood
2012 Providence Road S.
Marvin, NC 28173
Developer
EPCON Communities, INC.
500 Stonehenge Parkway
Dublin, OH 43017
PIN
06186DO7
ZoningEPCON
- Conditional District ECD
Use
Single Family - e Restricted
Setbacks
Front= 10 Min
Side = 5'
Rear = 5'
Acreage
Total - 20.50 Ac
Total minus 30' R/W = 20.05 Ac
Total Lots
61
Gross Densi
3.04 D.UA
Exist. Impervious Area
0.23 AC
Proposed ImperviousArea
7.06 Ac
Linear Feet of Street
Street A = 1775
Street B = 521'
Street C = 247
Flood Panel
This property is not located
within the 100 year flood plain
Watershed
Twelve Mile
NOTES
1. All work and materials shall conform to the latest edition of all local and state
codes, ordinances, and specifications (village of Marvin, Union County, NCDOT,
NCDENR, CMLDS etc.)
2. All architectural plans shall be submitted prior to permitting.
3. Offstreet parking to be 9'x2O' Minimum.
4. All signage shall meet the village of Marvin Code of Ordinances,
5. Sight triangles shown are the minimum required.
6. Street trees shall meet the requirements of the village of Marvin Code of
Ordinances, article 93.22.
7. All dimensions are from back of curb.
B. Grading shall be Permitted within the Preservation Zones adjacent to lots to allow
for appropriate grading for the offsite water runoff directed to the back of
proposed lots. All efforts will be made to protect existing trees, which may be
affected. Developer agrees to have certified arborist analyze such situations.
P 9 Yz
9. Master Association to maintain Proposed Median.
P
10. Proposed Parkettes shown are within one -quarter mile from residences.
11. No HVAC units shall be within setback.
12. Stormwater outfalls shall be permitted within managed zones.
13. The Material of the Trail through the Conservation Area shall be asphalt, see sheet
C9.2 for detail.
14. Petitioner commits to the fee simple conveyance of the "Village Parcel" to the
Village of Marvin to be recorded upon approval of the Village Council and further
9 P PP 9
agrees that upon such conveyance the Village Council will retain control of an
9 P Y 9 Y
decision related to the further extension of the cul-de-sac serving the Courtyards
at Marvin to the adjacent northern property. The Village of Marvin agrees to notify
the association for the Courtyards at Marvin prior to making a final decision and
to allow the association to have input to council while council reserves the right to
make such decisions as they alone shall determine.
15. Retaining walls shown in these plans and renovations will be designed and sealed
by a Professional Engineer, registered in the State of North Carolina. These sealed
drawings (shop drawings) will be submitted to the village of Marvin Engineering
Deportment and the Union County Building Standards Office for review and approval
prior to the beginning of any wall construction. The Engineer sealing these
drawings shall observe the construction, earthwork and material testing in a
manner and quantity sufficient to certify the as -built installation of all walls. All of
the engineering, construction, testing, observation and certification shall be in
accordance with the current State of North Carolina Building Code.
16. Please see Sheets C9.0-C9.5 for Site Details.
17. All driveway connections to private roadway shall be in strict accordance with
Village of Marvin Specifications and Details.
18. All proposed streets shall be built to public standards.
19. Unit mix as shown is subject to change based on demand. Developer reserves
the right to modify the building/unit configuration in all buildings as marketing and
unit sales dictate. Actual floor plans and footprints will be determined at the time
of building plan submittal.
20. These notes are for guide purposes only. Contractor shall be in strict conformance
with the Village of Marvin Standards and Specifications.
21. All work and materials shall conform to the latest edition of the North Carolina
Development of Transportation (NCDOT) Standard Specifications for roads and
structures unless otherwise specified in the Charlotte -Mecklenburg Land Development
Standards manual.
22. In rolling and hilly terrain, sweeping of the stone base and/or application of a
tack coat may be required near intersections. These requirements will be
established by the Town/County Inspector based on field conditions.
23. All curb and gutter shall be backfilled with soil approved by the Inspector within 48
hours after const
ruction to prevent erosion.
24. The Contractor shall maintain two-way traffic at all times when working within
existing streets, unless otherwise specified. The Contractor shall place and maintain
signs, danger lights, and barricades and furnish watchmen or flagmen to direct
traffic in accordance with the latest edition Work Area Traffic Control Handbook
(WATCH).
25. The Contractor shall do that which is necessary to control erosion and to prevent
sedimentation damage to all adjacent properties and streams in accordance with
the appropriate Town Soil Erosion and Sedimentation Control Ordinance.
26. Coordinate all curb and street grades in intersection with Inspector.
27. All road improvements at Providence Road South are to be coordinated with the
Village of Marvin and NCDOT.
28. Developer will provide street signs per NCDOT.
29. Approval of this plan is not an authorization to grade adjacent properties. When
field conditions warrant off -site grading, permission must be obtained from the
affected property owners.
30. In order to ensure proper drainage, keep a minimum of 0.5% slope on the curb.
31. Subsurface drainage facilities may be required in the street right-of-way if deemed
necessary by the Inspector.
34. The purpose of the storm drainage easement (SDE) is to provide storm water
conveyance and any structures and/or obstruction to storm water flow is
prohibited.
35. Paper joints shall be used to seal the ends of an asphalt pour so that future
extensions can be made without causing rough joints.
36. "As -built" drawings and plans of the storm drainage system, including designed
ditches, must be submitted prior to subdivision final inspection to the Town/County
Engineering Department in accordance with the Town/County Subdivision Ordinance.
37. Prior to Plat Recordation, offsite R/W and/or construction easements are required
to be obtained according to the guidelines of the "Offsite R/W Acquisition Process
These needed R/W and construction limits are clearly shown on the Roadway
Improvement Plan.
38. The Developer shall contact the North Carolina Department of Transportation, to
identify any conflicts with traffic signalization equipment. 60-90 days will be
required to coordinate relocation. Developer shall be responsible for all related
relocation coat and/or repair cost caused by the Contractor Developer.
Note: Please see Sheet C1.0 for Unit Restrictions
FEMA NOTE:
Accordingto the Federal Emergency Management Agency's
Flood Insurance
Map, dated October 16, 2008, the subject tract shown herein does not lie
within Zone "X" (areas determined to be outside 0.2% annual chance
floodplain), Community Panel No. 3710446500J.
'ill
Note: Conservation Land shall be dedicated to the Master Associa�
10
4H/L
4i
Approved Stormwater Permit Documents
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Construction in accordance with these documents is
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;' J 1_ //L
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"-• ',f .,
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'
11,14 /,V
plans and specs; and Carly compliance with the
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_
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LEGEND
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Time of Concentration Path
GRAPHIC SCALE
0 50 too 200
1 inch =100 feet
90 81ormWater Farmit Documents
wnarrucllon In -000 nra with 1h9a0 documents is
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Stormwatf
•' ,� Permit #
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JOB NO.
2013-1720
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Groundwater or
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noted.
All underdrains
shown are private and shall be owned and maintained by The
Homeowners AssociatitRpproved Stormwater Permit Documents
Construction in accordance with these documents is
required by the stormwater permit. North Carolina
rules require that the stormwater system designer
Inspect during construction; certify conformity with the
Li
plans and specs; and certify compliance with the
"
stormwater rules. (15A NCAC 2H 1008 (j))
o N i
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JOB NO
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=���:' EVANSa ItA 1.
MECHWART
HAMBLEFON k SHEET
TILTON, INC. ; jZ; _
No. F-1016
C5.4
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Homeowners Association. Construction in accordance with these documents is
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rules require that the stormwater system designer
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stormwater rules. (15A NCAC 2H .1008 (j) )
Permit # C, C c Date &/
by '7_ 1,Z NC Division of Water Quality
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SHEET C5.7
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4r SCIIPCES
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=n°
MECHWART
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GRAPHIC SCALE
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NOW OR FORMERLY COMMON AREA I l NOW OR FORMERLY
/ PARCEL B6111 PROVIDENCE ROAD VENTURES,
/ PLAT CABINETO61F LLC
PAGE 604 PARCEL }5A
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Homeowners Associatio%onstruction in accordance with these documents is
required by the stormwater permit. North Carolina
rules require that the stormwater system designer
Inspect during construction; certify conformity with the
plans and specs; and certify compliancewith the
stormwater rules. (1 NCAC 2H .1008 (
Permit# -'/ Date _ �/Zc, -•
by i C Division of Water Quality
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Pr �✓i `f DES n /
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2013-1720
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�!�:• No. F-1016
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C5.6

NOW OR FORMERLY -
PROVIDENCE ROAD VENTURES,
LLC
PARCEL $06186005A DEED BOOK 5525
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noted.
,,p�pyr v,�.� 1�e
All underdrains shown ore PC.--.Bc?,o M[1 Man Rsed by The
Homeowners Association. onstru Ion In actor ante wl e e ocu l t
required by the stormwater permit. North Carolina
rules require that the stormwater system designer
Inspect during construction: certify conformity with the
plans and specs: and certify compliance with the
Li
stormwater rules (15A NCAC 21-1.1008 (j))
c
Permit # D L Date •? '✓
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If WD
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Sheet # Revision Date
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(See Detail on I Sheet C5 8A)
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Prop. Class "B" / • Proposed Valve
Trail t Rip Rap " / on Emergency
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594.0
Northern BMP
10:1 MAX.
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590.5
#ONLILhut r c7 Permanent Pool=589.5 r
Inflow
Forebay
36"
Access Easement
CV
581.0 I % ?,., 581.0 1
SHWT < 581.0
STORMWATER BASIN SECTION A -A
Scale: None
30'
595.0 594.0
10.1 MAX.
Inflow
Permanent P001=589.5
Forebay
SHWT < 581.0
STORMWATER BASIN SECTION B-B
Scale: None
61*1111
Southern BMP
589.5
N
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10' Littoral Shelf
10:1 Mo.
590.0
10' Littoral Shelf
10:1 MAX'
590.0
12'Maintenance Access
Ex.Grade
10'
25'
7'
594.0
10.1 MAX.
Permanent Pool=589.5
BMrs
Scale: 1"=30'
BMP MAINTENANCE SCHEDULE
1. After every significant runoff producing rainfall event and at least monthly.
a) Inspect the wet detention basin system for sediment accumulation, erosion, trash
accumulation, vegetated cover, and general condition.
b) Check and clear the orifice of any obs
tructions such that the drowdown of the
temporary pool occurs within 2 to 5 days as designed.
2. Repair eroded areas immediately. Re -seed the embankment as necessary to maintain
good vegetative cover. Mow vegetative cover on embankment to mai
ntain a maximum
height of six inches, remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprop, etc.)
quarterly to maintain proper functioning.
4. Remove woody vegetation not part of the approved plan along the dam embankment.
5. Remove Invasive and dead vegetation on the Iittorol shelf and replant as necessary.
6. Remove accumulated sediment from the wet detention basin system semiannually or
when the depth is reduced to 75X of the original design depth. removed sediment shall
be disposed of in an appropriate manner and shall be handled in a manner that will not
adversely Impact water quality (i.e. stockpiling near a wet detention basin or stream,
etc.).
7. Perform annual inspection of the pond (annual inspection reports to be kept by the
owner). Prior to inspection notification must be given to Storm Water Services.
Note: Contractor to consult a geotechnical
engineer to determine if a clay liner is
9 Y
required. Infiltration rate shall not exceed 0.01
IN/HR. If basin permanent pool is within 6" of
SHWT no liner is required.
FIII embankments shall be formed of suitable material placed in
successive layers not to exceed more than six (6) inches in
depth for the full width of the cross-section including the
P 9
width of the slope area. No stumps, trees, brush, rubbish or
other unsuitable materials or substances shall be placed in the
embankment. Each successive six (6) inch layer shall be
thoroughly compacted by the sheepsfoot tamping roller, 10-ton
power roller, pneumatic -tired roller, or other methods approved
by the Town/County Engineer. Embankments over and around
all pipe culverts shall be of select material, placed and
thoroughly tamped and compacted as directed by the
Town/County Engineer or his representative.
Pond embankments shall be installed in this same manner and
shall be compacted to meet a density of 95% Standard Proctor
Test.
DATA BLOCK
Permanent
Temporary
Water
Top of
Pool
Pool
Quality
Weir
Elevation
Elevation
Orifice Size
(Emergency)
STORMWATER
4•00" O
BASIN
589.5
591.50
589.50
593.5
rV.
SHWT < 583.0
STORMWATER BASIN SECTION C-C
Scale: None
SHWT < 583.0
STORMWATER BASIN SECTION D-D
Scale: None
Proposed 12' Maintenance Access Drive
GRAPHIC SCALE
0 15 30 60
1 inch = 30 feet
to'
10' Littoral Shelf
10:1 MAX
590.0
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Prop.Permanent : 6
Structure see detail 'a°; t a
C5.SA ° ` =a
10' Littoral Shelf "u' = o
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10-.1M c � a�
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590.0
589.0 Prop.FES o 9 f
Inv.Out=585.00 w w R a
DATE
it Documents June 11, 2014
ese documents is
required by the stormwater per retina
Prop. Inv. =585.50 rules require that the stormwater sys em esigner
Inspect during construction; certify conformity with the
plans and specs; and certify compliance with the SCA LE
stormwater rules. (1 SA NCAC 2H A 008 ( I) )
Permit # C13/vG' (D ' Date ?B' 1 " =30'
-� SOURCES by %7�� % NC Division of Water Quality
Sheet # i Revision Date G i/ Zl iy
JOB NO.
i?: In,iPl�jE J"unururgrfi 2013-1720
N7 �, CAR04
MECHWART !
=� HAMBLETON & :�_{' SHEET
4 - TILTON, INC. t
? %t.• No. F-1016 ': tip? p 2 •C,
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OUTLET STRUCTURE WITH TRASH RACK. 6" MIN.
FREEBOARD FROM TEMP. POOL ELEV. LITTORAL SHELF W/ WETLAND
PLANTINGS, 10' MIN. WIDTH
INVERTED WATER QUALITY ORIFICE
LOCATED THIS SIDE (SEE DETAIL) 6" FREEBOARD
50 YEAR EVENT EMERGENCY WEIR
STORMWATER STORAGE — —f IF USED
v
TEMPORARY POOL 6" MIN. FREEBOAR
e
S . . . y�0 MBANKMENT
PERMANENT POOL 6"
to:t SLOB ANTI —SEEP
MAIN POND _d6 '-0" n n COLLARS
BACK OF OUTLET STRUCTURE J
LOCATED AT TOE OF 10:1 SLOPE ANTI —FLOTATION PAD
DUCTILE IRON MAINTENANCE
DRAIN PIPE WITH SLUICE
GATE OR VALVE. (OFFUNE
FROM OUTLET AND LOCATE
STRUCTURE POND PROFILE VALVE IN BERM) 0.5% SLOPE MIN.
PERMANENT POOL
1'-0"
WATER QUAETY ORIFICE
WATER QUALITY ORIFICE DETAIL
NOT TO SCALE
WETPOND
LITTORAL SHELF AND BERM DETAIL
1
NOTES:
1. 4-6 INCH LAYER OF AMENDED SOIL IS RECOMMENDED ON
STORM DRAINAGE
LITTORAL SHELF AREA WHERE PLANTINGS ARE REQUIRED (SEE
EASEMENT (sDE)
SOIL PARAMETERS IN BMP DESIGN MANUAL)
2. ALL WETPONDS SMALL HAVE A MINIMUM 20-FOOT ACCESS
.��1
EASEMENT TO CONNECTING TO DEDICATED PUBUC RIGHT OF
ALL BERM SLOPES TO BE
WAY. ACCESS ROAD SHALL HAVE MIN. 12' STABIUZED WIDTH,
STABILIZED WITH GRASS.
MAX. LONG. GRADE OF 15%. MAX. CROSS -SLOPE 5%. IN
ADDITION. A ID -FOOT WIDE PERMANENT MAINTENANCE ACCESS
EASEMENT MUST BE PROVIDED AROUND THE PERIMETER OF ALL '✓
'
BTO ALLOW FOR ADEQUATE MAINTENANCE AND REPAIR.
PE
`t 3:1
_ 3:1 SLOPE
"'e,
2:1 SLOPE,--�W�---
c1 L A t + At--
�fM+'{jjWWPH%
' ,IM RACK
' FE
RIP PAP INLET —Z.1 SUOPE-\
PROTECTION
OR INLET PIPE 'Z k
1111110
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Fr 1
a .-
MUST BE POSTED AT SITE
(A
F
ACCESS
EASEMENT
WETLAI
10 FT
PLAN
WETPOND PLAN
BMP FIG. 4.2.2 3
Elev. 594.00
Top of Basin
2'1 1
2•
EIev. 593.50
3C
EMERGENCY WEIR
Not to Scale
— 10' Littoral Shelf
Scientific Name
Common Name
Quantity
North
Quantity
South
Zone
Alisma subcordatum
Water plantain
80
75
Shallow pool
Asclepias incarnota
Swamp milkweed
130
115
Shallow land
Carex tenera
Quill sedge
145
130
Shallow land
Eupatoriadelphus fistulosus
Joe Pye Weed
80
75
Shallow land
Hibiscus coccineus
Scarlet rose mallow
80
75
Shallow land
Lobelia siphilitica
Great blue Lobelia
100
90
Shallow land
Nelumbo lutea
American lotus
65
60
Deep pool
Nuphar lutea advena
Yellow pond lily
65
60
Deep pool
Peltandra virginica
Arrow arum
80
75
Shallow pool
Pontederia cordata
Pickerelweed
100
90
Shallow pool
Sagittaria latifolia
Arrowhead
65
60
Shallow pool
Sagittaria lancifolia
Bulltongue
65
60
Shallow pool
Schoenoplectus tabermontani
Soft stem bulrush
50
45
Shallow pool
Sparganium americanum
American burreed
65
60
Shallow pool
50
10' MIN. S DRMVAAR
$, TEMPOMWW
ENERGY DISSIPATOR—� 2:1 SLOPE SD
TO POND
SEDIMENT
OUTLET STRUCTURE WITH TRASH
RACK 6' MIN. FREEBOARD
FROM TEMP. POOL ELEV.^
RIP RAP BERM \
AND WEIR INVERTED WATER
CLASS B RIP RAP QUALITY ORIFICE.
15' MIN. DEPTH. LOCATED THIS SIDE
SEE DETAIL
PERMANENT FOOL 6" WIN. FREEBOM
NOTES
1. 4-6 INCH LAYER OF AMENDED SOIL IS RECOMMENDED IN ANY AREA
WHERE PLANTINGS ME REQUIRED (SEE SOIL PARAMETERS IN BMP
DESIGN MANUAL).
POND PROFILE
WETPOND PROFILE
BMP FIG. 4.2.2
6' FREEBOARD
UTTORAL SHELF W/ WEfUND
PLANTINGS, 10' MIN. WICR
T 10' MIN.
-1--.� IF USED RGENCY WEIR
N--ANT-FLOTATION PAD
DUCTILE IRON MAINTENANCE
- BACK OF OUTLET STRUCTURE
LOCATED AT TOE OF 10:1 SLOPE DRAIN PIPE WITH SWIM
GATE OR VALVE. (OFFUNE
POND
FROM OUTLET AND LOCATE
VALVE IN BERM) 0.5 X
SLOPE MIN.
NOT TO SCALE
121
NOTES:
1. PLANTINGS ZONES AND PLANT SELECTION
PER THE BMP DESIGN MANUAL, CHAPTER 6
& APPENDICES.
2. ALL PLANTINGS SHALL BE LOCAL NATIVE
SPECIES.
3. IRRIGATION MAY BE PROVIDED FOR INITIAL
ESTABLISHMENT AND DRY SEASONS.
ZONE
ZONE
ZONE 2,
NE
•s�eHi � z
ONE 5/6
PLAN VIEW
Wm.
WETPOND
PLANTING PLAN
Rim=593.50
Concrete Slab Top
(3) 30"x8" Window
EIev=591.50
4" Diameter Pipe
Normal Pool
EIev=589.50
Flow_"
Structure to be Filled with Flowable Fill—
Flowable Controlled Density Fill
After Installation of 30" Diameter
RCP Storm Sewer Pipe
POND CROSS SECTION
Imma
4" Orifice
Inv = 589.50
1.25
5.5'
Inv
_9�m
NO TREES ON
EMBANKMENT
NOT TO SCALE
2
Note: Fourth 30"x8" window
installed for erosion control
measures must be plugged when
converted for Stormwater BMP.
F— 8" MIN.
i0 STM
= 585.50
PERMANENT OUTLET STRUCTURE
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DATE.
June 11, 2014
Approved Stormwater Permit Documents
Construction in accordance with these documents is
required by the stormwater permit. North Carolina
rules require that the stormwater system designer
Inspect during construction; certify conformity with the SCALE
plans and specs, and certify compliance with the
is stormwater rules. (15A NCAC 2H .1G08 (j) )
rRC,E3 Per it#!,/'/`G'!O 1"=30'
CL,Date /ZC -
1 NC Division of Water Quality
Sheet # % A Revision Dete C- // Z(/y
JOB NO.
A 11111 �
CARQZ AAAie).'�� � T s 2013-1720
EVANS'. S f(
MECHWART c r(
n ' HAMBLETON & cj
TLTON, INC. - - {.. 1 SHEET
C5.8A
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