20050732 Ver 42_Revisions Plan Set_20180125

I /
GALVANIZED 5'x5'x3/16" -
\ / C1-111 / \ \ TRASH RACK
N I /
RIPRAP OUTLET \
PROTECTION. SEE -
DETAIL SHEET D1.2/NEV. 410
73.00
\ SEDIMENT FOREBAY# 1 I I I I-,/ 1
/
\ BOTTOM EL. 467.0' , V I
CHATHAM COUNTY /
/ �� �� �� I I 10' NO -BUILD BUFFER
PRECAST CONCRETE
BOX
BMP ACCESS &MAINTENANCE `r �
/ EASEMENT (TYP.)
51
SEDIMENT FOREBAY 112
/ BOTTOM EL. 467.0'
507
RIPRAP OUTLET
PROTECTION. SEE
DETAIL SHEET D1.2
i
NORTH /
100 -YR,
24 -HR
02735-0165
STORM EL.
477.87'
DESIGNED
BSS
CHECKED
GCA
8
25 - YR
24=
HR
STORM EL.
477.34= i
6
REVISED PER ADDITIONAL ROADWAY CHANGES
2017.08.09
LQ z'@,,
24=
5L0EM_E L.475�5T
4
5 -YR
24
-HR
STORM EL.
476.58
2 -YR
24
-HR
STORM EL.
475.68'
2016.09.30
REV.NO.
1 -YR 24 -HR STORM EL.
475.06
NORMAL POOL EL. 472.50'
REVISIONS
I�
BOTTOM OF POND
EL. 461.5'
CHATHAM COUNTY
STREAM BUFFER \ /
4�0
2.5.-
1 \ \ I
T
BMP P� I
26
NORMAL POOL EL. 472.5' / I I I /
BOTTOM OF POND EL. 461.50' I ryPJ I
I I END WALL PER DOT
DETAIL 838.80CFOR
I
� 30" PIPE
36" \ NO RIPRAP SHALL BE
RESSURE P/P I I ' l PLACED WITHIN
�I I 10' NO -BUILD BUFFER/
CLASS 1 RIPRAP PLACED AT l
I I I I 24" DEPTH WITH SUBLAYER
FILTER INSTALLED TO DIMENSIONS SHOWN.
BRIAR CHAPEL 50' 1FILTER/ / 4
DIAPHRAM
VIEWSHED BUFFER SEE DETAIL SHEET D4.2 /
PRINCIPLE SPILLWAY
472.50- / / / SEE DETAILS THIS SHEET 1 / /
/ NWSE473
477
i 79 EX. NCDOT R/W4b 1- /
_
483--
WET
3 WET DETENTION POND #26 PLAN VI EW
SCALE = 1 " = 30'
35.0'
10.0'
TOP OF BANK @ EX. GRADE
EL. 483.00'
NOTE: SEE DAM EMBANKMENT
DETAIL (SHEET D4.2)
5.0'
0
f
EACH
SIDE
d
as 36" CONC ET� ° d
0 PRESSURE PIPE 4 a
Cv 14V.= 468.50'
° d �
d d
8.5'
3
�1
SECTION VIEW
HAND CRANK FOR
GATE VALVE
0
TOP EL.=476.47'
36" WIDE X 6" TALL RISER OPENING (ONE SIDE
COVERED WITH PLASTIC TRASH RACK
BOTTOM EL 474.20
3.5" LOW FLOW ORIFICE EL. 472.50'
6" PVC WITH TURNED -DOWN ELBOW
WITH 3.5" HOLE DRILLED IN CAP.
CAP SHALL BE GLUED IN PLACE.
1" 0 EXPANSION
ANCHORS TYPICAL
8" DI GATE VALVE EACH SIDE
TO DAYLIGHT IN POND BANK
__--FILL WITH GROUT
BOTTOM EL.=468.00' n
ANGLE IRONS:
4" X 4" X 5/8" X 4' LONG
TYPICAL EACH SIDE
FASTENERS:
1" 0 EXPANSION ANCHORS @
8" 0. C.
PRINCIPLE SPILLWAY
PLACE CEMENT
MORTAR
CONCRETE PRESSURE
PPE JOINT DETAIL
22.3'
NTS
3Y4"LAP
PLACE CEMENT MORTAR
IN JOINT SPACE
SECTION H
2
MAINTAIN MIN. 1' OF I
FILTER DIAPHRAGM
COVER OVER PIPE
SEE DETAIL SHEET D-4.2
86.9 LINEAR FEET - 36" CONCRETE PRESSURE PIPE 2
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
d
° d° d d v d ° d v ° d 4 ° ° v d d
v 4 d d v 4 ° d 44 v d 4 d v
--
° d v d d a d d4 a v ° dd a d ° d d ° v ° 4 ° d d d d v ' v ° d ffi
d
EL. 468.50'
PRINCIPLE SPILLWAY
SEE DETAIL THIS SHEET
CONCRETE CRADLE TO RUN
LENGTH OF PIPE
SEE DETAIL THIS SHEET
SEAL
SEAL
�\\\\ "\N CARO,
'1''.
036348
G; ..
01/1512018
ENGINEER..
SECTION AT PRINCIPLE SPILLWAY
SCALE = 1 " = 4'
v
v &CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
BRIAR7SKCHAPEL'
Newland COMMUNITIES
22.1 '
SCALE = 1 " = 2'
PLAN VIEW
)1 GATE VALVE
AND CRANK
ANGLE IRON
4" X 4" X 5/8" X
3' LONG TYPICAL
EACH SIDE
36 IN RCP
PRESSURE PIPE
SELECT FILL PLACED AND COMPACTED
AT 95% STANDARD PROCTOR MAX
12" DRY DENSITY AT PLUS 2%-3% OF
�MIN)� OPTIMUM MOISTURE CONTENT TO TOP OF PIF
111 -
d
12" (MIN) a a a
CONCRETE CRADLE SELECT FILL PLACED AND COMPACTED AT
95% STANDARD PROCTOR MAX DRY
(MIN 2000 PSI CONCRETE) DENSITY AT OPTIMUM TO PLUS 3% OF
OPTIMUM MOISTURE CONTENT TO MIDPOINT
CONCRETE CRADLE DETAIL
d Q
d d v °
° 4 d d v
d
° �- d d
d
d v
d d ° v 4
6" PVC TO DAYLIGHT
NTS
MAINTAIN MIN. 1' OF
COVER OVER PIPE
CONCRETE ENDWALL
PER NCDOT STANDARD 838.80
EL. 468.00'
RIPRAP OUTLET
PROTECTION. SEE
DETAIL SHEET D4.2
BRIAR CHAPEL
SD WEST -PHASE 2
CHATHAM COUNTY, NORTH CAROLINA
BMP #26 PLAN & DETAILS
DATE: SEPTEMBER 30, 2016
MCE PRO]. #
02735-0165
DRAWN
BSS
DESIGNED
BSS
CHECKED
GCA
8
STORMWATER BMP REVISIONS
2018.01.15
7
REVISED PER ADDITIONAL ROADWAY CHANGES
2017.08.18
6
REVISED PER ADDITIONAL ROADWAY CHANGES
2017.08.09
5
REVISED PER STORM DRAIN REVISIONS
2017.07.11
4
REVISED PER ROADWAY LAYOUT CHANGES
2017.06.30
3
REVISED PER ADDITIONAL DISTURBED AREA
2017.03.13
2
REVISED PER COMMENTS FROM NC PWSS
2016.11 .22
1
ISSUED FOR PERMITTING
2016.09.30
REV.NO.
DESCRIPTIONS
DATE
REVISIONS
CONCRETE CRADLE TO RUN
LENGTH OF PIPE
SEE DETAIL THIS SHEET
SEAL
SEAL
�\\\\ "\N CARO,
'1''.
036348
G; ..
01/1512018
ENGINEER..
SECTION AT PRINCIPLE SPILLWAY
SCALE = 1 " = 4'
v
v &CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
BRIAR7SKCHAPEL'
Newland COMMUNITIES
22.1 '
SCALE = 1 " = 2'
PLAN VIEW
)1 GATE VALVE
AND CRANK
ANGLE IRON
4" X 4" X 5/8" X
3' LONG TYPICAL
EACH SIDE
36 IN RCP
PRESSURE PIPE
SELECT FILL PLACED AND COMPACTED
AT 95% STANDARD PROCTOR MAX
12" DRY DENSITY AT PLUS 2%-3% OF
�MIN)� OPTIMUM MOISTURE CONTENT TO TOP OF PIF
111 -
d
12" (MIN) a a a
CONCRETE CRADLE SELECT FILL PLACED AND COMPACTED AT
95% STANDARD PROCTOR MAX DRY
(MIN 2000 PSI CONCRETE) DENSITY AT OPTIMUM TO PLUS 3% OF
OPTIMUM MOISTURE CONTENT TO MIDPOINT
CONCRETE CRADLE DETAIL
d Q
d d v °
° 4 d d v
d
° �- d d
d
d v
d d ° v 4
6" PVC TO DAYLIGHT
NTS
MAINTAIN MIN. 1' OF
COVER OVER PIPE
CONCRETE ENDWALL
PER NCDOT STANDARD 838.80
EL. 468.00'
RIPRAP OUTLET
PROTECTION. SEE
DETAIL SHEET D4.2
BRIAR CHAPEL
SD WEST -PHASE 2
CHATHAM COUNTY, NORTH CAROLINA
BMP #26 PLAN & DETAILS
DATE: SEPTEMBER 30, 2016
MCE PRO]. #
02735-0165
DRAWN
BSS
DESIGNED
BSS
CHECKED
GCA
PRO]. MGR.
CHS
VERTICAL:
STATUS: FINAL DRAWINGS REVISION
FOR REVIEW PURPOSES ONLY 8
M&C FILE NUMBER
SCALE
D4.X
HORIZONTAL'
DRAWING NUMBER
AS NOTED
VERTICAL:
D4.1
N/A
STATUS: FINAL DRAWINGS REVISION
FOR REVIEW PURPOSES ONLY 8

A
FLOW
FLOW
L—
I NIS SN�� I
•f�•�a••�jrij•
• • • • `�• ••`>♦•
Ll� • • �� ��• •f••
8'
KEY TRENCH
DAM EMBANKMENT DETAIL
NTS
#57 WASHED STONE
4.1' �� 6" SOLID WALL PVC
° TO DAYLIGHT
° VARMINT SCREEN TO
BE PLACED ON OPENEND.
FLOW° 36" CONCRETE -Q
12' PRESSURE PIPE
4.1'
6" PERFORATED PVC
COLLECTOR PIPE
a
3'
#57 WASHED STONE
6" SOLID WALL PVC
TO DAYLIGHT
VARMINT SCREEN TO
BE PLACED ON OPENEND.
COLLECTOR PIPE TO BE
CAPPED ON BOTH ENDS
PLAN VIEW
PROPOSED GRADE
ON DOWNSTREAM
2> SIDE OF DAM
2'
PLAN VIEW
CONCRETE ENDWALL FOR
36" PIPE PER FLOW36" CONCRETE
NCDOT DETAIL 838.80 NCDOT CLASS 1 RIPRAP - 7.3' PRESSURE PIPE
4'
SECTION A—A
�24»
T 6"
FS -2 FILTER STONE
R P RAP OUTLET PROTECTION -
NTS ROTECT ON
NTS
SEAL 1
SEAL
CARO,''''�''.
' = -�AL
036348
�;.. 01/15/2018 :'/,_
fill
1.5'
MIRAFI 140N GEOSYNTHETIC
FABRIC WITH 18 -INCH
OVERLAP AT ALL SEAMS (TYP)
FILTER
6" SOLID WALL PVC
TO DAYLIGHT
VARMINT SCREEN TO
BE PLACED ON OPENEND.
DIAPHRAGM DETAIL
NTS
v
vNTICM&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
DAM EMBANKMENT NOTES:
1) TOPSOIL BENEATH THE EMBANKMENT SHALL BE REMOVED AND STOCKPILED. THE
FOUNDATION WILL BE PROOF ROLLED AND ANY SOFT OR ORGANIC MATERIALS WILL BE
REMOVED.
2) ALL MATERIAL SHALL BE COMPACTED IN 6-8 INCH LIFTS TO 95% OF MAXIMUM
STANDARD PROCTOR DRY DENSITY OR HIGHER (ASTM D-698). THE CLAY CORE ZONE
WILL HAVE A MOISTURE CONTENT OF OPTIMUM TO 4 PERCENT ABOVE OPTIMUM MOISTURE
CONTENT. THE SHELL ZONE FILL WILL HAVE A MOISTURE CONTENT FROM 2 PERCENT
BELOW OPTIMUM MOISTURE CONTENT TO 4 PERCENT ABOVE OPTIMUM.
3) EMBANKMENT FILL:
SHELL ZONE: SOILS WITH LESS THAN 30% PASSING THE NO. 200 SIEVE OR A PI OF
LESS THAN 10 WHEN THE PERCENTAGE OF MATERIAL PASSING THE NO. 200 SIEVE IS
GREATER THAN 30 PERCENT. SOILS WHICH ARE CLASSIFIED AS CLAYS (CH OR CL)
SHOULD NOT BE USED AT THE FACE OF THE SHELL ZONES.
CLAY CORE ZONE: CH, CL OR SC MATERIAL WITH A PI RANGING BETWEEN 15 AND 60
4) NO FILL SHALL CONTAIN ROCKS OR GRAVEL LARGER THAN 4 INCHES IN DIAMETER.
5) A PROFESSIONAL GEOTECHNICAL ENGINEER SHALL APPROVE ALL MATERIALS USED FOR
THE EMBANKMENT AND SUPERVISE CONSTRUCTION.
6) ALL DISTURBED AREAS ABOVE PERMANENT POOL SHALL BE SEEDED USING THE
FOLLOWING GRASS SEED MIX MANUFACTURED BY ERNST SEED COMPANY: Carolina FACW
Meadow Mix ERNMX-182
7'I
7m0 'a m
cl)
m �i
G n H
m _
N
0 z
� Z v
cn �
N m v
= 1 0
v
M
m M H
Z z
Sao
CD r "
m r
W1 (FT.)
ELEVATION
H2
H1
I.C.(TYP.)
�R TO CHART
FOR BAR SIZE
BRIAIR.-\XCHAPEL'
by
Newland COMMUNITIES
PLAN
D 6"
0 I
CLAY LINER NOTES:
EXISTING GROUND
IN ORDER TO HELP SUSTAIN THE PERMANENT POOL AND TO PREVENT
WATER FROM INFILTRATING TOO QUICKLY INTO THE UNDERLYING SOIL, THE
CONTRACTOR SHALL INSTALL A 6" THICK CLAY LINER ON THE BOTTOM OF
THE BMP AREA UP TO THE NORMAL POOL ELEVATION. THE LINER CAN BE
ACCOMPLISHED BY BLENDING EXISTING SITE SOILS WITH CLAY TO ACHIEVE
A LOW PERMEABILITY MIXTURE OR BY INSTALLING A GEOSYNTHETIC LINER
MADE OF A BENTOMAT CL. IF THE CONTRACTOR CHOOSES TO BLEND THE
EXISTING SITE SOILS WITH CLAY, THE ONSITE GEOTECHNICAL ENGINEER
SHALL DETERMINE THE AMOUNT OF CLAY TO ADD, THE DEGREE OF
COMPACTION, AND WILL OVERSEE THE INSTALLATION OF THE CLAY LINER.
THE MAXIMUM PERMEABILITY RATE FOR THE LINER SHALL BE 0.01 IN/HR
IN ACCORDANCE WITH THE NCDENR BMP MANUAL. THE PROPOSED
MATERIAL FOR THIS LINER SHALL BE TESTED BY THE ONSITE
GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT. THE RESULTS OF THIS
TESTING SHALL BE SUBMITTED TO THE DESIGN ENGINEER FOR REVIEW
PRIOR TO PLACEMENT. UPON COMPLETION OF LINER INSTALLATION, A 4"
MINIMIMUM LAYER OF TOPSOIL SHALL BE ADDED OVER THE LINER TO
PROVIDE A HEALTHY MEDIA FOR VEGETATION GROWTH.
VICE PRO]. #
H2
H1
BSS
I
BSS
FT.
I —
8
STORMWATER BMP REVISIONS
2018.01.15
7
REVISED PER ADDITIONAL ROADWAY CHANGES
2017.08.18
6
REVISED PER ADDITIONAL ROADWAY CHANGES
2017.08.09
5
REVISED PER STORM DRAIN REVISIONS
2017.07.11
4
REVISED PER ROADWAY LAYOUT CHANGES
2017.06.30
3
REVISED PER ADDITIONAL DISTURBED AREA
2017.03.13
2
REVISED PER COMMENTS FROM NC PWSS
2016.11.22
1
ISSUED FOR PERMITTING
2016.09.30
REV.NO.
DESCRIPTIONS
DATE
3.50/3.75
REVISIONS
1.50
SEAL 1
SEAL
CARO,''''�''.
' = -�AL
036348
�;.. 01/15/2018 :'/,_
fill
1.5'
MIRAFI 140N GEOSYNTHETIC
FABRIC WITH 18 -INCH
OVERLAP AT ALL SEAMS (TYP)
FILTER
6" SOLID WALL PVC
TO DAYLIGHT
VARMINT SCREEN TO
BE PLACED ON OPENEND.
DIAPHRAGM DETAIL
NTS
v
vNTICM&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
DAM EMBANKMENT NOTES:
1) TOPSOIL BENEATH THE EMBANKMENT SHALL BE REMOVED AND STOCKPILED. THE
FOUNDATION WILL BE PROOF ROLLED AND ANY SOFT OR ORGANIC MATERIALS WILL BE
REMOVED.
2) ALL MATERIAL SHALL BE COMPACTED IN 6-8 INCH LIFTS TO 95% OF MAXIMUM
STANDARD PROCTOR DRY DENSITY OR HIGHER (ASTM D-698). THE CLAY CORE ZONE
WILL HAVE A MOISTURE CONTENT OF OPTIMUM TO 4 PERCENT ABOVE OPTIMUM MOISTURE
CONTENT. THE SHELL ZONE FILL WILL HAVE A MOISTURE CONTENT FROM 2 PERCENT
BELOW OPTIMUM MOISTURE CONTENT TO 4 PERCENT ABOVE OPTIMUM.
3) EMBANKMENT FILL:
SHELL ZONE: SOILS WITH LESS THAN 30% PASSING THE NO. 200 SIEVE OR A PI OF
LESS THAN 10 WHEN THE PERCENTAGE OF MATERIAL PASSING THE NO. 200 SIEVE IS
GREATER THAN 30 PERCENT. SOILS WHICH ARE CLASSIFIED AS CLAYS (CH OR CL)
SHOULD NOT BE USED AT THE FACE OF THE SHELL ZONES.
CLAY CORE ZONE: CH, CL OR SC MATERIAL WITH A PI RANGING BETWEEN 15 AND 60
4) NO FILL SHALL CONTAIN ROCKS OR GRAVEL LARGER THAN 4 INCHES IN DIAMETER.
5) A PROFESSIONAL GEOTECHNICAL ENGINEER SHALL APPROVE ALL MATERIALS USED FOR
THE EMBANKMENT AND SUPERVISE CONSTRUCTION.
6) ALL DISTURBED AREAS ABOVE PERMANENT POOL SHALL BE SEEDED USING THE
FOLLOWING GRASS SEED MIX MANUFACTURED BY ERNST SEED COMPANY: Carolina FACW
Meadow Mix ERNMX-182
7'I
7m0 'a m
cl)
m �i
G n H
m _
N
0 z
� Z v
cn �
N m v
= 1 0
v
M
m M H
Z z
Sao
CD r "
m r
W1 (FT.)
ELEVATION
H2
H1
I.C.(TYP.)
�R TO CHART
FOR BAR SIZE
BRIAIR.-\XCHAPEL'
by
Newland COMMUNITIES
PLAN
D 6"
0 I
CLAY LINER NOTES:
EXISTING GROUND
IN ORDER TO HELP SUSTAIN THE PERMANENT POOL AND TO PREVENT
WATER FROM INFILTRATING TOO QUICKLY INTO THE UNDERLYING SOIL, THE
CONTRACTOR SHALL INSTALL A 6" THICK CLAY LINER ON THE BOTTOM OF
THE BMP AREA UP TO THE NORMAL POOL ELEVATION. THE LINER CAN BE
ACCOMPLISHED BY BLENDING EXISTING SITE SOILS WITH CLAY TO ACHIEVE
A LOW PERMEABILITY MIXTURE OR BY INSTALLING A GEOSYNTHETIC LINER
MADE OF A BENTOMAT CL. IF THE CONTRACTOR CHOOSES TO BLEND THE
EXISTING SITE SOILS WITH CLAY, THE ONSITE GEOTECHNICAL ENGINEER
SHALL DETERMINE THE AMOUNT OF CLAY TO ADD, THE DEGREE OF
COMPACTION, AND WILL OVERSEE THE INSTALLATION OF THE CLAY LINER.
THE MAXIMUM PERMEABILITY RATE FOR THE LINER SHALL BE 0.01 IN/HR
IN ACCORDANCE WITH THE NCDENR BMP MANUAL. THE PROPOSED
MATERIAL FOR THIS LINER SHALL BE TESTED BY THE ONSITE
GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT. THE RESULTS OF THIS
TESTING SHALL BE SUBMITTED TO THE DESIGN ENGINEER FOR REVIEW
PRIOR TO PLACEMENT. UPON COMPLETION OF LINER INSTALLATION, A 4"
MINIMIMUM LAYER OF TOPSOIL SHALL BE ADDED OVER THE LINER TO
PROVIDE A HEALTHY MEDIA FOR VEGETATION GROWTH.
QTnc
NOTES:
* THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING
STANDARDS: 838.01, 838.11, 838.21, 838.27, 838.33,
838.39, 838.51, 838.57, 838.63 AND 838.69.
* INSTALL PRECAST ENDWALLS WITH WINGS AND PAY
FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838.
* USE 4000 PSI CONCRETE.
* PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615
FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING
TO ASTM A185 WITH 2" MIN. CLEARANCE.
* PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH
OSHA STANDARD 1926.704.
* PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY
CONTRACTOR
* ALL ELEMENTS PRECAST TO MEET ASTM C913.
* WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR
AS LONG AS THE SAME AREA OF STEEL IS PROVIDED.
* CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1".
NOTE: THEMINIMUM BAR SIZE SHALL BE #5 BARS
AT 8" CTS. THE CONTRACTOR WILL HAVE THE OPTION
TO INCREASE THIS BAR SIZE AS NEEDED.
VICE PRO]. #
H2
H1
BSS
I
BSS
FT.
I —
MIN./MAX.
MIN./MAX.
MIN./MAX.
6 d
L
8" O.C.(TYP.)
BAR
SIZE
REFER TO CHART
H2(FT.)
D (FT.)
FOR BAR SIZE
QTnc
NOTES:
* THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING
STANDARDS: 838.01, 838.11, 838.21, 838.27, 838.33,
838.39, 838.51, 838.57, 838.63 AND 838.69.
* INSTALL PRECAST ENDWALLS WITH WINGS AND PAY
FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838.
* USE 4000 PSI CONCRETE.
* PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615
FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING
TO ASTM A185 WITH 2" MIN. CLEARANCE.
* PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH
OSHA STANDARD 1926.704.
* PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY
CONTRACTOR
* ALL ELEMENTS PRECAST TO MEET ASTM C913.
* WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR
AS LONG AS THE SAME AREA OF STEEL IS PROVIDED.
* CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1".
NOTE: THEMINIMUM BAR SIZE SHALL BE #5 BARS
AT 8" CTS. THE CONTRACTOR WILL HAVE THE OPTION
TO INCREASE THIS BAR SIZE AS NEEDED.
BRIAR CHAPEL
SD WEST -PHASE 2
CHATHAM COUNTY, NORTH CAROLINA
BMP #26 PLAN & DETAILS
DATE: SEPTEMBER 30, 2016
VICE PRO]. #
02735-0165
ENDWALL DIMENSIONS
BSS
DESIGNED
BSS
FT.
MINIMUM
MIN./MAX.
MIN./MAX.
MIN./MAX.
MIN./MAX.
MIN./MAX.
PIPE DIA.
BAR
SIZE
H1(FT.)
H2(FT.)
D (FT.)
W1
W2
1.0
#5
@ 8"
1.25/2.00
2.00/3.75
1.25/1.75
3.00/3.75
5.50/6.00
1.25
#5
@ 8"
1.25/2.00
3.00/3.75
1.25/2.00
3.50/3.75
6.50/6.75
1.50
#5
@ 8"
1.25/2.00
3.00/4.25
1.50/2.50
3.50/3.75
6.50/6.75
2.0#5
@ B"
1.50/2.50
4.00/4.75
1.75/2.50
4.00/4.25
7.50/8.25
2.5
#5
@ 8"
2.50/3.50
4.00/6.00
2.00/3.00
4.50/5.50
10.00/11.50
3.0
#5
@ 8"
3.00/3.50
5.00/6.00
2.75/3.50
5.25/5.75
11.50/11.75
3.5
#5
@ 8"
3.25/4.50
6.00/6.75
3.25/3.50
6.00/6.75
12.00/13.25
4.0
#5
@ 8"
3.50/4.50
6.50/7.00
3.25/3.50
6.50/6.75
13.00/13.25
4.5
#5
@ B"
4.00/5.00
6.50/8.50
3.25/4.00
7.00/9.25
13.50/15.75
5.0
#5
@ B"
4.50/5.00
7.00/8.50
3.25/4.00
7.25/9.25
13.75/15.75
5.5
#5
@ B"
4.50/5.00
7.50/8.50
3.25/4.00
7.25/9.25
14.00/15.75
6.0
#5
@ B"
4.50/5.00
7.50/8.50
3.25/4.00
7.75/9.25
14.75/16.75
BRIAR CHAPEL
SD WEST -PHASE 2
CHATHAM COUNTY, NORTH CAROLINA
BMP #26 PLAN & DETAILS
DATE: SEPTEMBER 30, 2016
VICE PRO]. #
02735-0165
DRAWN
BSS
DESIGNED
BSS
CHECKED
GCA
PRO]. MGR.
CHS
z
oU)
F-
"50
LL -jazz
O O 0 =
1= Z
ILL
aU�oCD
H
cAf—LL0
OOfn�
ZE ,�
1 LU
� Q D
LU
JY
O Q U)
LL °
C7 39 G 0)
Q W a
cc
LLI
a
0 � =
QLLI
n
z Z =
F- O�
c N
= H T
cn y LU
0V N
Z N
LLI
IL
cr0
LL
-*K I -lug
SCALE
HORIZONTAL:
AS NOTED
VERTICAL:
N/A
M&C FILE NUMBER
D4.X
DRAWING NUMBER
D4.2
STATUS:FINAL DRAWINGS REVISION
,FOR REVIEW PURPOSES ONLY 8

\ 26 JPW I
28 CF I
\ -- - + I /
\ 23 SRM ------ + + I /
\ � - 23 PW +
\
23 ST 22 SR o L L I
17 L 27 SM I
/ 25 SF p L \ \ I J
23 SM / // / 22 TSB o LL /
24 CF / + LL'725 TSB L L'7 25 BFI \ / 23 BFI /
24 JPW o 26 ST I I
/
24 SRM ____ + 24 SR i
"------- � 23 SF
/
/ -- 24 PW 26 SRM I
26 ST--
24 SF 23 PW
21 BFI � \ � I = I I
+- I I I
� + + 26 JPW
L I /
L I
L p 24 TSB 23 SR
L o
25 SM \ '7 \\ / I
+ 24 SR \ I I
24 CF + + 25 CF
` + 24 TSB o
I ° G
\ 24 JPW 24 PW p L
L 24 SM I �\
-- 23 BFI / L
L I
26 SRM 24 SF
23 SF / I
I � I
21 BFI 23 PW 25 ST
° 24 SR I ✓ /
24 TSB
0000 +
/� 26 SRM
SD 28 ST L�
L
LL
24 CF
24 JPW
/ � I /
26 SM
/ / \ NORTH
WET DETENTION POND #26 PLANTING PLAN
SCALE = 1 " = 20'
SEAL 1
SEAL
CARO,''''�''.
�AL
036348
�; .. OV15/2018
��'%9�' FNGINEER..•.P�\\��
v
vUFM4&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
PLANTING SCHEDULE
SYM.
ABB.
COMMON NAME
BOTANICAL NAME
QUANTITY
SPACING
CONTAINER SIZE AT
PLANTING
SHALLOW WATER PLANTINGS
8
STORMWATER BMP REVISIONS
2018.01.15
7
REVISED PER ADDITIONAL ROADWAY CHANGES
2017.08.18
6
REVISED PER ADDITIONAL ROADWAY CHANGES
2017.08.09
5
REVISED PER STORM DRAIN REVISIONS
2017.07.11
4
REVISED PER ROADWAY LAYOUT CHANGES
2017.06.30
3
REVISED PER ADDITIONAL DISTURBED AREA
2017.03.13
2
REVISED PER COMMENTS FROM NC PWSS
2016.11.22
1
ISSUED FOR PERMITTING
2016.09.30
REV.NO.
DESCRIPTIONS
DATE
24"-30" O.C.
REVISIONS
VVV'
VVV
SEAL 1
SEAL
CARO,''''�''.
�AL
036348
�; .. OV15/2018
��'%9�' FNGINEER..•.P�\\��
v
vUFM4&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
PLANTING SCHEDULE
SYM.
ABB.
COMMON NAME
BOTANICAL NAME
QUANTITY
SPACING
CONTAINER SIZE AT
PLANTING
SHALLOW WATER PLANTINGS
L%rx LVA
SF
SWEETFLAG
Acorus subcordatum
119
24"-30" O.C.
1 QT.
PW
PICKERELWEED
Pontederia cordata
117
24"-30" O.C.
1 QT.
------
i
BFI
BLUE FLAG IRIS
Iris virginica
113
24"-30" O.C.
1 QT.
+++++
SR
SOFT RUSH
Juncus effusus var.
py/aei or solutus
117
24"-30" O.C.
1 QT.
VVV'
VVV
TSB
THREE SQUARE BULRUSH
I
Schoenoplectus
I americanus
119
24"-30" O.C.
1 QT.
SHALLOW LAND PLANTINGS
LLLL
:LLLLL
LLLL
SM
SWAMP MILKWEED
Asclepias incarnate
125
24"-30" O.C.
1 QT.
CF
CARDINAL FLOWER
Lobelia cardinalis
125
24"-30" O.C.
1 QT.
SRM
SCARLET ROSE MALLOW
Hibiscus coccineus
125
24"-30" O.C.
1 QT.
JPW
DWARF JOE PYE WEED
Eupatoriadelphus dubius
124
24"-30" O.C.
1 QT.
ST
SPOTTED TRUMPETWEED
Eupatoriadelphus
maculatus
128
24"-30" O.C.
1 QT.
CUT & REMOVE ANY
COVERING AROUND ROOTS
INSTALL PLANTS WHERE
CROWN IS FLUSH WITH SOIL \
SURFACE AMENDED TOPSOIL
MIN. 12 IN DEPTH
+ + + + + + + + + + + +
+ + + + + + + + + + + +
+ + + + + + + + +
11MI=fN=+T1-+
I 1=1
TWICE ROOT DIAMETER I EXISTING SOIL
f
GENERAL PLANTING DETAIL
NTS
EACH VARIETY OF PLANT NOTED TO BE PLANTED
SHALL BE IN GROUPS AS SHOWN ON THIS SHEET.
SHALLOW WATER
PLANT VARIETY 'A'
NORMAL POOL LEVEL
U
d
N
SHALLOW LAND /
PLANT VARIETY 'A' N 24" D.C. (TYP)
LIMITS OF 10:1 SHELF
SHALLOW WATER
PLANT VARIETY 'B'
SHALLOW LAND
PLANT VARIETY 'B'
NOTES:
1. CONTINUE PLANTING SCHEME SHOWN FOR EACH
OF THE 5 PLANT VARIETIES NOTED BELOW AROUND
0 ENTIRE LENGTH OF THE SHALLOW WATER PLANTING
ZONE
2. CONTINUE PLANTING SCHEME SHOWN FOR EACH
OF THE 5 PLANT VARIETIES NOTED BELOW AROUND
ENTIRE LENGTH OF THE SHALLOW LAND PLANTING
ZONE
3. OTHER SPECIES WITH SIMILAR GROWTH HABITS
AND MAY BE APPROVED AS LISTED IN THE
"STORMWATER BEST MANAGEMENT PRACTICES
MANUAL" TABLE 9-1.
VEGETATED PLANTING SHELF DETAIL
NTS
GENERAL PLANTING NOTES:
1. AVOID COMPACTING TOPSOIL TO PROMOTE HEALTHY ENVIRONMENTAL CONDITIONS FOR THE PLANTS.
2. ALL PLANTS SHOULD BE PLANTED IN THE INDICATED RANGE TO ENSURE SURVIVAL.
3. SHALLOW WATER AND SHALLOW LAND AREAS TO BE PLANTED WITH BARE ROOT, PLUGS, OR
CONTAINER LIVE PLANTINGS AS SPECIFIED.
4. EXCAVATE A HOLE TWICE THE DIAMETER OF ROOT BALL AND EQUAL TO THE ROOT DEPTH OF THE
INDIVIDUAL PLANT. PLACE PLANT IN HOLE WITH CROWN FLUSH WITH SOIL SURFACE. BACKFILL WITH
TOPSOIL AND LIGHTLY PLANT.
5. BEGIN PLANTING DURING LOCAL GROWING SEASON IN ORDER TO ENSURE THAT PLANTS HAVE
ADEQUATE TIME TO ESTABLISH BEFORE WINTER MONTHS.
6. OBTAIN PLANTS FROM: COASTAL PLAIN CONSERVATION NURSERY (252-482-5707), MELLOW MARSH
FARMS (919-742-1200), CURE NURSERY (919-542-6186) OR ENGINEER APPROVED SUBSTITUTE.
7. REFER TO EROSION CONTROL DETAIL SHEET D1.2 FOR SEEDBED PREPARATION AND SEEDING
SCHEDULES FOR AREAS NOT SPECIFIED IN THIS PLAN.
SHALLOW WATER PLANTING NOTES:
1. 70% OF PICKERELWEED SHOULD BE PLANTED WITHIN 5-6 INCHES BELOW NORMAL POOL.
2. 70% OF SWEETFLAG AND 70% OF SOUTHERN BLUE FLAG IRIS SHOULD BE PLANTED IN THE 2-3 INCHES
BELOW NORMAL POOL.
3. 70% OF SOFT RUSH SHOULD BE PLANTED AT THE NORMAL POOL ELEVATION.
SHALLOW LAND PLANTING NOTES:
1. PLANTS IN THIS GROUP SHOULD NOT BE PLANTED IN AREAS THAT ARE INUNDATED FOR EXTENDED
PERIODS.
BRIAR7SKCHAPEL'
by
Newland COMMUNITIES
BRIAR CHAPEL
SD WEST -PHASE 2
CHATHAM COUNTY, NORTH CAROLINA
BMP #26 PLAN & DETAILS
DATE: SEPTEMBER 30, 2016
VICE PRO]. #
02735-0165
DRAWN
BSS
DESIGNED
BSS
CHECKED
GCA
PRO]. MGR.
CHS
SCALE
HORIZONTAL:
AS NOTED
VERTICAL:
N/A
M&C FILE NUMBER
D4.X
DRAWING NUMBER
D4.3
STATUS: FINAL DRAWINGS REVISION
FOR REVIEW PURPOSES ONLY 8

It
\ CLASS 1 RIPRAP PLACED AT �6 �6 I BRIAR CHAPEL
24" DEPTH WITH SUBLAYER s w VIEWSHED BUFFER
OF 6" FS -2 FILTER STONE LINING
INSTALLED TO DIMENSIONS SHOWN. �a xs EMERGENCY SPILLWAY \
SEE DETAIL SHEET 4.5
2N, moo\^
450 AS�� - - - =A - - - - --
\\ ENDWALL PER NCDOT
DETAIL 838.80 FOR / A5961 462 \ \ \ \ \
24" PIPE
FILTER DIAPHRAM 462 B 7 460
SEE DETAIL SHEET D4.2 7460 B 458 \
\ ` 458- ,NWSE 4SEDIMENT FOREBAY
56.5 ,,
- -
SLF 24" i • 455 BOTTOM EL. 451.0' \ �
\ CONCRETE PRESSURE PIPE- � � - - A
�- 453
455
C \ \ 453 - 451
PRINCIPLE SPILLWAY - -
SEE DETAILS THIS SHEET / 451 RIPRAP OUTLET
SS - TION. SEE
5.0' BERN WIDTH / / DETAILCSSHEET D1.2
BMP #27 .
\IDTH (TYP.) BOTTOM OF POND EL. 451.0' 10.0' DAM _ NORMAL POOL EL. 456.50' ' INV 50 458.00 /
W1g1 // INV.
ENDWALL PER NCDOT /
\- DETAIL 838.80 FOR 36" PIPE /
461 \ 0. E� 5NE�F / /�
q62 1P� /
S EX. NCDOT R/W
-465- \ Ar '0N 6 50
\Aq kb5
_ E /
\ ` \ 467 \ - / k &ED
\ j
n � �
475- /
BMP MAINTENANCE &
ACCESS EASEMENT (TYP.)
NORTH
WET DETENTION POND #27 PLAN VIEW
SCALE = 1 " = 30'
25.0'
100 -YR. 24 -HR STORM L. 460.37'
25 -YR, 24 -HR STORM L. 460.01
10 -YR. 24 -HR STORM EL. 459.70'
5 -YR. 24 -HR STORM EL. 459.30' _ _- -_
10.0'
GALVANIZED 3.5'x3.5'x3/16"
TRASH RACK
PRECAST CONCRETE
BOX
1.0' EACH SIDE
24" CONCRETE
PRESSURE PIPE
INV.= 451.00'
HAND CRANK FOR
® GATE VALVE
0
TOP EL.=459.54'
3.5'
FI
a
a
6.5'
SECTION VIEW
24" WIDE X 5" TALL RISER OPENING (ONE SIDE
COVERED WITH PLASTIC TRASH RACK
BOTTOM EL 457.80
2.5" LOW FLOW ORIFICE EL. 456.50'
6" PVC WITH TURNED -DOWN ELBOW
WITH 2.5" HOLE DRILLED IN CAP.
CAP SHALL BE GLUED IN PLACE.
FILL WITH GROUT
BOTTOM EL.=450.50'
Qa BANGLE IRONS:
° ° 4" X 4" X 5/8" X 4' LONG
TYPICAL EACH SIDE
FASTENERS:
1" 0 EXPANSION ANCHORS 1" 0 EXPAN,,",,
@ 8" 0. C. ANCHORS TYPICAL
EACH SIDE
PRINCIPLE SPILLWAY
SCALE = 1 " = 2'
PLACE CEMENT
MORTAR
CONCRETE PRESSURE
PIPE JOINT DETAIL
20.0' _ _ 8.5'
TOP OF BANK
3 EL. 462.00' 3
1 F EMERGENCYSPILLWAY EL. 460.50 1
NTS
I
NORMAL POOL EL. 456.50'
FILTER DIAPHRAGM I 2'
SEE DETAIL SHEET D-4.2
51.7 LINEAR FEET - 24" CONCRETE PRESSURE PIPE 2'
° d
° a ° o a a°
-�- a------�--- ° ° a ° ° ° S n °
---- a------- &-- ------ - - °
BOTTOM OF POND ---- -�- ---� ° ---
EL. 451.0'
° ° a
EL. 451.00'
CONCRETE CRADLE TO RUN NOTE: SEE DAM EMBANKMENT 2'
\\-PRINCIPLE SPILLWAY LENGTH OF PIPE DETAIL (SHEET D4.2)
SEE DETAIL THIS SHEET SEE DETAIL THIS SHEET
SECTION AT PRINCIPLE SPILLWAY
SCALE = 1 " = 4'
SEAL
SEAL
CARO,''''�''.
-,\ �� -p ESS;0'-1�
44461*
036348
�;.. 01/1512018
v
vMFMM&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
6" PVC TO DAYLIGHT
3Y4"LAP
PLACE CEMENT MORTAR
IN JOINT SPACE
SECTION H
MAINTAIN MIN. 1' OF
COVER OVER PIPE
CONCRETE ENDWALL
PER NCDOT STANDARD 838.80
EL. 450.0' RIPRAP OUTLET
PROTECTION. SEE
DETAIL THIS SHEET
BRIAR-7SKCHAPEL�"
Newland COMMUNITIES
15.0"
12" (MIN)
CONCRETE CRADLE
(MIN 2000 PSI CONCRETE)
PLAN VIEW
12"
MIN
GATE VALVE
\ND CRANK
- IRON
4" X 5/8" X
3' LONG TYPICAL
EACH SIDE
24 -IN RCP
PRESSURE PIPE
SELECT FILL PLACED AND COMPACTED
AT 95% STANDARD PROCTOR MAX
DRY DENSITY AT PLUS 2%-3% OF
OPTIMUM MOISTURE CONTENT TO TOP OF PIF
a
ISI;
a
a
=1 �
SELECT FILL PLACED AND COMPACTED AT
95% STANDARD PROCTOR MAX DRY
DENSITY AT OPTIMUM TO PLUS 3% OF
OPTIMUM MOISTURE CONTENT TO MIDPOINT
OF PIPE PRIOR TO TRENCH EXCAVATION
CONCRETE CRADLE DETAIL
NTS
fi�.� _� 1 � tri �.� t�1• � �
ta••t�1•
�NI•Z•��il�X�i�:7IJ:7_1�
Ll �24"
T 6'
FS -2 FILTER STONE
SECTION A -A
RIPRAP 0 UTLET PROTECTION
BRIAR CHAPEL
SD WEST -PHASE 2
CHATHAM COUNTY, NORTH CAROLINA
BMP #27 PLAN & DETAILS
NTS
DATE: SEPTEMBER 30, 2016
VICE PRO]. #
02735-0165
DRAWN
BSS
DESIGNED
BSS
CHECKED
GCA
8
STORMWATER BMP REVISIONS
2018.01.15
7
REVISED PER ADDITIONAL ROADWAY CHANGES
2017.08.18
6
REVISED PER ADDITIONAL ROADWAY CHANGES
2017.08.09
5
REVISED PER STORM DRAIN REVISIONS
2017.07.11
4
REVISED PER ROADWAY LAYOUT CHANGES
2017.06.30
3
REVISED PER ADDITIONAL DISTURBED AREA
2017.03.13
2
REVISED PER COMMENTS FROM NC PWSS
2016.11.22
1
ISSUED FOR PERMITTING
1 2016.09 30
REV.NO.
DESCRIPTIONS
DATE
REVISIONS
SEAL
SEAL
CARO,''''�''.
-,\ �� -p ESS;0'-1�
44461*
036348
�;.. 01/1512018
v
vMFMM&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
6" PVC TO DAYLIGHT
3Y4"LAP
PLACE CEMENT MORTAR
IN JOINT SPACE
SECTION H
MAINTAIN MIN. 1' OF
COVER OVER PIPE
CONCRETE ENDWALL
PER NCDOT STANDARD 838.80
EL. 450.0' RIPRAP OUTLET
PROTECTION. SEE
DETAIL THIS SHEET
BRIAR-7SKCHAPEL�"
Newland COMMUNITIES
15.0"
12" (MIN)
CONCRETE CRADLE
(MIN 2000 PSI CONCRETE)
PLAN VIEW
12"
MIN
GATE VALVE
\ND CRANK
- IRON
4" X 5/8" X
3' LONG TYPICAL
EACH SIDE
24 -IN RCP
PRESSURE PIPE
SELECT FILL PLACED AND COMPACTED
AT 95% STANDARD PROCTOR MAX
DRY DENSITY AT PLUS 2%-3% OF
OPTIMUM MOISTURE CONTENT TO TOP OF PIF
a
ISI;
a
a
=1 �
SELECT FILL PLACED AND COMPACTED AT
95% STANDARD PROCTOR MAX DRY
DENSITY AT OPTIMUM TO PLUS 3% OF
OPTIMUM MOISTURE CONTENT TO MIDPOINT
OF PIPE PRIOR TO TRENCH EXCAVATION
CONCRETE CRADLE DETAIL
NTS
fi�.� _� 1 � tri �.� t�1• � �
ta••t�1•
�NI•Z•��il�X�i�:7IJ:7_1�
Ll �24"
T 6'
FS -2 FILTER STONE
SECTION A -A
RIPRAP 0 UTLET PROTECTION
BRIAR CHAPEL
SD WEST -PHASE 2
CHATHAM COUNTY, NORTH CAROLINA
BMP #27 PLAN & DETAILS
NTS
DATE: SEPTEMBER 30, 2016
VICE PRO]. #
02735-0165
DRAWN
BSS
DESIGNED
BSS
CHECKED
GCA
PRO]. MGR.
CHS
VERTICAL:
STATUS: FINAL DRAWINGS REVISION
`FOR REVIEW PURPOSES ONLY 8
M&C FILE NUMBER
SCALE
D4.X
HORIZONTAL'
DRAWING NUMBER
AS NOTED
VERTICAL:
D4.4
N/A
STATUS: FINAL DRAWINGS REVISION
`FOR REVIEW PURPOSES ONLY 8

TOP OF DAM
W1.4xW1.4 6X6 W.W.M.
OR APPROVED EQUAL
(MIN 2" COVER)
6" THICK CONCRETE
3000 psi @ 28 DAYS
NORMAL POOL
SPILLWAY SHOULD
EXTEND TO NORMAL
POOL ELEVATION ON
BMP SIDE
SECTION A -A
VARIES VARIES
REFER TO
PLAN
3
1�
_ _ I
I—
W1.4xW1.4 6X6 W.W.M.
OR APPROVED EQUAL
(MIN 2" COVER)
SECTION B -B
I NIS SN�� I
VARIES
6" THICK CONCRETE
3000 psi @ 28 DAYS
TOP OF SPILLWAY
SPILLWAY SHALL
EXTEND TO BOTTOM OF
LL SLOPE ON 1.IO (MIN.)7L
DOWNSTREAM IOWNS REAM SIDE
EMERGENCY SPILLWAY DETAIL
NTS
NORMAL
TOP DAM
SPILLWAY
SPILLWAY
DESIGNED
POOL
EL'
BOTTOM
BOTTOM
STORMWATER BMP REVISIONS
EL.
7
EL.
WIDTH
BMP #27
456.50
462.00
460.50
10'
EMERGENCY SPILLWAY DETAIL
NTS
NOTE:
EXPANSION/CONTRACTION JOINTS PER
AMERICAN CONCRETE INSTITUTE (ACI)
STANDARDS FOR SLABS ON GRADE.
SEAL 1
SEAL
CARO,''''�''.
4AL( f
036348
�; .. 01/15/2018
LIMITS OF
CONCRETE CRADLE —
2.
FLOW
8'
j� 2.
LIMITS OFJ
CONCRETE CRADLE
6" PERFORATED PVC
COLLECTOR PIPE
3'
8'
KEY TRENCH
DAM EMBANKMENT DETAIL
NTS
2' #57 WASHED STONE
6" SOLID WALL PVC
TO DAYLIGHT
° VARMINT SCREEN TO
D BE PLACED ON OPENEND.
D
°
D
° 24" CONCRETE
° PRESSURE PIPE
PLAN VIEW
2'
6" SOLID WALL PVC
TO DAYLIGHT
VARMINT SCREEN TO
BE PLACED ON OPENEND.
COLLECTOR PIPE TO BE
CAPPED ON BOTH ENDS
2' MIN.
#57 WASHED STONE12,
PROPOSED GRADE
ON DOWNSTREAM
SIDE OF DAM
FLOW 6 0' 24" CONCRETE
PRESSURE PIPE
6" SOLID WALL PVC
TO DAYLIGHT
MIRAFI 140N GEOSYNTHETIC VARMINT SCREEN TO
FABRIC WITH 18 -INCH BE PLACED ON OPEN END.
OVERLAP AT ALL SEAMS (TYP)
SECTION VIEW
FILTER DIAPHRAGM D ETAI L
fig
v
vNY K I N4 & CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
DAM EMBANKMENT NOTES:
1) TOPSOIL BENEATH THE EMBANKMENT SHALL BE REMOVED AND STOCKPILED. THE
FOUNDATION WILL BE PROOF ROLLED AND ANY SOFT OR ORGANIC MATERIALS WILL BE
REMOVED.
2) ALL MATERIAL SHALL BE COMPACTED IN 6-8 INCH LIFTS TO 95% OF MAXIMUM
STANDARD PROCTOR DRY DENSITY OR HIGHER (ASTM D-698). THE CLAY CORE ZONE
WILL HAVE A MOISTURE CONTENT OF OPTIMUM TO 4 PERCENT ABOVE OPTIMUM MOISTURE
CONTENT. THE SHELL ZONE FILL WILL HAVE A MOISTURE CONTENT FROM 2 PERCENT
BELOW OPTIMUM MOISTURE CONTENT TO 4 PERCENT ABOVE OPTIMUM.
3) EMBANKMENT FILL:
SHELL ZONE: SOILS WITH LESS THAN 30% PASSING THE NO. 200 SIEVE OR A PI OF
LESS THAN 10 WHEN THE PERCENTAGE OF MATERIAL PASSING THE NO. 200 SIEVE IS
GREATER THAN 30 PERCENT. SOILS WHICH ARE CLASSIFIED AS CLAYS (CH OR CL)
SHOULD NOT BE USED AT THE FACE OF THE SHELL ZONES.
CLAY CORE ZONE: CH, CL OR SC MATERIAL WITH A PI RANGING BETWEEN 15 AND 60
4) NO FILL SHALL CONTAIN ROCKS OR GRAVEL LARGER THAN 4 INCHES IN DIAMETER.
5) A PROFESSIONAL GEOTECHNICAL ENGINEER SHALL APPROVE ALL MATERIALS USED FOR
THE EMBANKMENT AND SUPERVISE CONSTRUCTION.
6) ALL DISTURBED AREAS ABOVE PERMANENT POOL SHALL BE SEEDED USING THE
FOLLOWING GRASS SEED MIX MANUFACTURED BY ERNST SEED COMPANY: Carolina FACW
Meadow Mix ERNMX-182
7'I
m
c �
M
Q n
m :112-
_
N
z
Z v
cn �
N m v
=�v
M
m fl'I H
Z z
v 0Sao
CD r "
X r
W1 (FT.)
ELEVATION
H2
H1
I.C.(TYP.)
'R TO CHART
FOR BAR SIZE
BRIAR-7SKCHAPEL�"
by
Newland COMMUNITIES
PLAN
1
D 6"
F_
1'-0"
0 I
CLAY LINER NOTES:
EXISTING GROUND
IN ORDER TO HELP SUSTAIN THE PERMANENT POOL AND TO PREVENT
WATER FROM INFILTRATING TOO QUICKLY INTO THE UNDERLYING SOIL, THE
CONTRACTOR SHALL INSTALL A 6" THICK CLAY LINER ON THE BOTTOM OF
THE BMP AREA UP TO THE NORMAL POOL ELEVATION. THE LINER CAN BE
ACCOMPLISHED BY BLENDING EXISTING SITE SOILS WITH CLAY TO ACHIEVE
A LOW PERMEABILITY MIXTURE OR BY INSTALLING A GEOSYNTHETIC LINER
MADE OF A BENTOMAT CL. IF THE CONTRACTOR CHOOSES TO BLEND THE
EXISTING SITE SOILS WITH CLAY, THE ONSITE GEOTECHNICAL ENGINEER
SHALL DETERMINE THE AMOUNT OF CLAY TO ADD, THE DEGREE OF
COMPACTION, AND WILL OVERSEE THE INSTALLATION OF THE CLAY LINER.
THE MAXIMUM PERMEABILITY RATE FOR THE LINER SHALL BE 0.01 IN/HR
IN ACCORDANCE WITH THE NCDENR BMP MANUAL. THE PROPOSED
MATERIAL FOR THIS LINER SHALL BE TESTED BY THE ONSITE
GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT. THE RESULTS OF THIS
TESTING SHALL BE SUBMITTED TO THE DESIGN ENGINEER FOR REVIEW
PRIOR TO PLACEMENT. UPON COMPLETION OF LINER INSTALLATION, A 4"
MINIMIMUM LAYER OF TOPSOIL SHALL BE ADDED OVER THE LINER TO
PROVIDE A HEALTHY MEDIA FOR VEGETATION GROWTH.
VICE PRO]. #
02735-0165
ENDWALL DIMENSIONS
BSS
DESIGNED
H2
H1
MINIMUM
8
STORMWATER BMP REVISIONS
2018.01.15
7
REVISED PER ADDITIONAL ROADWAY CHANGES
2017.08.18
6
REVISED PER ADDITIONAL ROADWAY CHANGES
2017.08.09
5
REVISED PER STORM DRAIN REVISIONS
2017.07.11
4
REVISED PER ROADWAY LAYOUT CHANGES
2017.06.30
3
REVISED PER ADDITIONAL DISTURBED AREA
2017.03.13
2
REVISED PER COMMENTS FROM NC PWSS
2016.11.22
1
ISSUED FOR PERMITTING
2016.09 30
REV.NO.,
DESCRIPTIONS
DATE
3.50/3.75
REVISIONS
1.50
NOTE:
EXPANSION/CONTRACTION JOINTS PER
AMERICAN CONCRETE INSTITUTE (ACI)
STANDARDS FOR SLABS ON GRADE.
SEAL 1
SEAL
CARO,''''�''.
4AL( f
036348
�; .. 01/15/2018
LIMITS OF
CONCRETE CRADLE —
2.
FLOW
8'
j� 2.
LIMITS OFJ
CONCRETE CRADLE
6" PERFORATED PVC
COLLECTOR PIPE
3'
8'
KEY TRENCH
DAM EMBANKMENT DETAIL
NTS
2' #57 WASHED STONE
6" SOLID WALL PVC
TO DAYLIGHT
° VARMINT SCREEN TO
D BE PLACED ON OPENEND.
D
°
D
° 24" CONCRETE
° PRESSURE PIPE
PLAN VIEW
2'
6" SOLID WALL PVC
TO DAYLIGHT
VARMINT SCREEN TO
BE PLACED ON OPENEND.
COLLECTOR PIPE TO BE
CAPPED ON BOTH ENDS
2' MIN.
#57 WASHED STONE12,
PROPOSED GRADE
ON DOWNSTREAM
SIDE OF DAM
FLOW 6 0' 24" CONCRETE
PRESSURE PIPE
6" SOLID WALL PVC
TO DAYLIGHT
MIRAFI 140N GEOSYNTHETIC VARMINT SCREEN TO
FABRIC WITH 18 -INCH BE PLACED ON OPEN END.
OVERLAP AT ALL SEAMS (TYP)
SECTION VIEW
FILTER DIAPHRAGM D ETAI L
fig
v
vNY K I N4 & CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
DAM EMBANKMENT NOTES:
1) TOPSOIL BENEATH THE EMBANKMENT SHALL BE REMOVED AND STOCKPILED. THE
FOUNDATION WILL BE PROOF ROLLED AND ANY SOFT OR ORGANIC MATERIALS WILL BE
REMOVED.
2) ALL MATERIAL SHALL BE COMPACTED IN 6-8 INCH LIFTS TO 95% OF MAXIMUM
STANDARD PROCTOR DRY DENSITY OR HIGHER (ASTM D-698). THE CLAY CORE ZONE
WILL HAVE A MOISTURE CONTENT OF OPTIMUM TO 4 PERCENT ABOVE OPTIMUM MOISTURE
CONTENT. THE SHELL ZONE FILL WILL HAVE A MOISTURE CONTENT FROM 2 PERCENT
BELOW OPTIMUM MOISTURE CONTENT TO 4 PERCENT ABOVE OPTIMUM.
3) EMBANKMENT FILL:
SHELL ZONE: SOILS WITH LESS THAN 30% PASSING THE NO. 200 SIEVE OR A PI OF
LESS THAN 10 WHEN THE PERCENTAGE OF MATERIAL PASSING THE NO. 200 SIEVE IS
GREATER THAN 30 PERCENT. SOILS WHICH ARE CLASSIFIED AS CLAYS (CH OR CL)
SHOULD NOT BE USED AT THE FACE OF THE SHELL ZONES.
CLAY CORE ZONE: CH, CL OR SC MATERIAL WITH A PI RANGING BETWEEN 15 AND 60
4) NO FILL SHALL CONTAIN ROCKS OR GRAVEL LARGER THAN 4 INCHES IN DIAMETER.
5) A PROFESSIONAL GEOTECHNICAL ENGINEER SHALL APPROVE ALL MATERIALS USED FOR
THE EMBANKMENT AND SUPERVISE CONSTRUCTION.
6) ALL DISTURBED AREAS ABOVE PERMANENT POOL SHALL BE SEEDED USING THE
FOLLOWING GRASS SEED MIX MANUFACTURED BY ERNST SEED COMPANY: Carolina FACW
Meadow Mix ERNMX-182
7'I
m
c �
M
Q n
m :112-
_
N
z
Z v
cn �
N m v
=�v
M
m fl'I H
Z z
v 0Sao
CD r "
X r
W1 (FT.)
ELEVATION
H2
H1
I.C.(TYP.)
'R TO CHART
FOR BAR SIZE
BRIAR-7SKCHAPEL�"
by
Newland COMMUNITIES
PLAN
1
D 6"
F_
1'-0"
0 I
CLAY LINER NOTES:
EXISTING GROUND
IN ORDER TO HELP SUSTAIN THE PERMANENT POOL AND TO PREVENT
WATER FROM INFILTRATING TOO QUICKLY INTO THE UNDERLYING SOIL, THE
CONTRACTOR SHALL INSTALL A 6" THICK CLAY LINER ON THE BOTTOM OF
THE BMP AREA UP TO THE NORMAL POOL ELEVATION. THE LINER CAN BE
ACCOMPLISHED BY BLENDING EXISTING SITE SOILS WITH CLAY TO ACHIEVE
A LOW PERMEABILITY MIXTURE OR BY INSTALLING A GEOSYNTHETIC LINER
MADE OF A BENTOMAT CL. IF THE CONTRACTOR CHOOSES TO BLEND THE
EXISTING SITE SOILS WITH CLAY, THE ONSITE GEOTECHNICAL ENGINEER
SHALL DETERMINE THE AMOUNT OF CLAY TO ADD, THE DEGREE OF
COMPACTION, AND WILL OVERSEE THE INSTALLATION OF THE CLAY LINER.
THE MAXIMUM PERMEABILITY RATE FOR THE LINER SHALL BE 0.01 IN/HR
IN ACCORDANCE WITH THE NCDENR BMP MANUAL. THE PROPOSED
MATERIAL FOR THIS LINER SHALL BE TESTED BY THE ONSITE
GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT. THE RESULTS OF THIS
TESTING SHALL BE SUBMITTED TO THE DESIGN ENGINEER FOR REVIEW
PRIOR TO PLACEMENT. UPON COMPLETION OF LINER INSTALLATION, A 4"
MINIMIMUM LAYER OF TOPSOIL SHALL BE ADDED OVER THE LINER TO
PROVIDE A HEALTHY MEDIA FOR VEGETATION GROWTH.
NOTES:
* THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING
STANDARDS: 838.01, 838.11, 838.21, 838.27, 838.33,
838.39, 838.51, 838.57, 838.63 AND 838.69.
* INSTALL PRECAST ENDWALLS WITH WINGS AND PAY
FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838.
* USE 4000 PSI CONCRETE.
* PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615
FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING
TO ASTM A185 WITH 2" MIN. CLEARANCE.
* PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH
OSHA STANDARD 1926.704.
* PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY
CONTRACTOR
* ALL ELEMENTS PRECAST TO MEET ASTM C913.
* WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR
AS LONG AS THE SAME AREA OF STEEL IS PROVIDED.
* CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1".
NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARS
AT 8" CTS.THE CONTRACTOR WILL HAVE THE OPTION
TO INCREASE THIS BAR SIZE AS NEEDED.
VICE PRO]. #
02735-0165
ENDWALL DIMENSIONS
BSS
DESIGNED
H2
H1
MINIMUM
MIN./MAX.
I
MIN./MAX.
MIN./MAX.
1' 0"
PIPE DIA.
-
I
—
H2(FT.)
.
W1
L
8" O.C.(TYP.)
#5
@ 8"
REFER TO CHART
2.00/3.75
1.25/1.75
FOR BAR SIZE
NOTES:
* THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING
STANDARDS: 838.01, 838.11, 838.21, 838.27, 838.33,
838.39, 838.51, 838.57, 838.63 AND 838.69.
* INSTALL PRECAST ENDWALLS WITH WINGS AND PAY
FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838.
* USE 4000 PSI CONCRETE.
* PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615
FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING
TO ASTM A185 WITH 2" MIN. CLEARANCE.
* PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH
OSHA STANDARD 1926.704.
* PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY
CONTRACTOR
* ALL ELEMENTS PRECAST TO MEET ASTM C913.
* WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR
AS LONG AS THE SAME AREA OF STEEL IS PROVIDED.
* CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1".
NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARS
AT 8" CTS.THE CONTRACTOR WILL HAVE THE OPTION
TO INCREASE THIS BAR SIZE AS NEEDED.
BRIAR CHAPEL
SD WEST -PHASE 2
CHATHAM COUNTY, NORTH CAROLINA
BMP #27 PLAN & DETAILS
DATE: SEPTEMBER 30, 2016
VICE PRO]. #
02735-0165
ENDWALL DIMENSIONS
BSS
DESIGNED
BSS
FT.
MINIMUM
MIN./MAX.
MIN./MAX.
MIN./MAX.
MIN./MAX.
MIN./MAX.
PIPE DIA.
BAR
SIZE
H1(FT.)
H2(FT.)
D (FT.)
W1
W2
1.0
#5
@ 8"
1.25/2.00
2.00/3.75
1.25/1.75
3.00/3.75
5.50/6.00
1.25
#5
@ 8"
1.25/2.00
3.00/3.75
1.25/2.00
3.50/3.75
6.50/6.75
1.50
#5
@ 8"
1.25/2.00
3.00/4.25
1.50/2.50
3.50/3.75
6.50/6.75
2.0
#5
@ B"
1.50/2.50
4.00/4.75
1.75/2.50
4.00/4.25
7.50/8.25
2.5
#5
@ 8"
2.50/3.50
4.00/6.00
2.00/3.00
4.50/5.50
10.00/11.50
3.0
#5
@ 8"
3.00/3.50
5.00/6.00
2.75/3.50
5.25/5.75
11.50/11.75
3.5
#5
@ 8"
3.25/4.50
6.00/6.75
3.25/3.50
6.00/6.75
12.00/13.25
4.0
#5
@ 8"
3.50/4.50
6.50/7.00
3.25/3.50
6.50/6.75
13.00/13.25
4.5
#5
@ 8"
4.00/5.00
6.50/8.50
3.25/4.00
7.00/9.25
13.50/15.75
5.0
#5
@ B"
4.50/5.00
7.00/8.50
3.25/4.00
7.25/9.25
13.75/15.75
5.5
#5
@ B"
4.50/5.00
7.50/8.50
3.25/4.00 1
7.25/9.25
1 14.00/15.75
6.0
#5
@ B"
4.50/5.00
7.50/8.50
3.25/4.00 1
7.75/9.25
1 14.75/16.75
BRIAR CHAPEL
SD WEST -PHASE 2
CHATHAM COUNTY, NORTH CAROLINA
BMP #27 PLAN & DETAILS
DATE: SEPTEMBER 30, 2016
VICE PRO]. #
02735-0165
DRAWN
BSS
DESIGNED
BSS
CHECKED
GCA
PRO]. MGR.
CHS
z
oU)
F-
M=
-
Hp~COU
LLJdHZ
OOU)=
GC Z
LU <LL
aU�OLU
iOi
H
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0 0 U
ZE ,�
1 LU
Qo
LU
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oJ
J o
LL Q O
c� 30 0)
Q W a
a
0 =
Q n
z Z =
F- O�
U) N
= IIS T
cn y LU
//.4�
V N
LU LuN
W
0
LL
. . : 1
SCALE
HORIZONTAL:
AS NOTED
VERTICAL:
N/A
M&C FILE NUMBER
D4.X
DRAWING NUMBER
D4.5
STATUS: FINAL DRAWINGS REVISION
FOR REVIEW PURPOSES ONLY 8

1
I
I
1
1
SYM.
ABB.
COMMON NAME
BOTANICAL NAME
QUANTITY
I
CONTAINER SIZE AT
PLANTING
SHALLOW WATER PLANTINGS
8
STORMWATER BMP REVISIONS
2018.01.15
7
REVISED PER ADDITIONAL ROADWAY CHANGES
2017.08.18
6
REVISED PER ADDITIONAL ROADWAY CHANGES
2017.08.09
5
REVISED PER STORM DRAIN REVISIONS
2017.07.11
4
REVISED PER ROADWAY LAYOUT CHANGES
2017.06.30
3
REVISED PER ADDITIONAL DISTURBED AREA
2017.03.13
2
REVISED PER COMMENTS FROM NC PWSS
2016.11.22
1
ISSUED FOR PERMITTING
2016.09 30
[REV.NO. I
DESCRIPTIONS
DATE
„ „
24 —30 O.C.
REVISIONS
vv v
v v v
TSB
THREE SQUARE BULRUSH
Schoenoplectus
americanus
1
D \ \ \
v o v \
D \
18 SF
\ 19 JPW -
----
LL
18 SRM
S 20
i
WET DETENTION
IF
SYM.
ABB.
COMMON NAME
BOTANICAL NAME
QUANTITY
SPACING
CONTAINER SIZE AT
PLANTING
SHALLOW WATER PLANTINGS
8
STORMWATER BMP REVISIONS
2018.01.15
7
REVISED PER ADDITIONAL ROADWAY CHANGES
2017.08.18
6
REVISED PER ADDITIONAL ROADWAY CHANGES
2017.08.09
5
REVISED PER STORM DRAIN REVISIONS
2017.07.11
4
REVISED PER ROADWAY LAYOUT CHANGES
2017.06.30
3
REVISED PER ADDITIONAL DISTURBED AREA
2017.03.13
2
REVISED PER COMMENTS FROM NC PWSS
2016.11.22
1
ISSUED FOR PERMITTING
2016.09 30
[REV.NO. I
DESCRIPTIONS
DATE
„ „
24 —30 O.C.
REVISIONS
vv v
v v v
POND #27 PLANTING PLAN
SCALE = 1 " = 20'
SEAL 1
SEAL
,/
1101 ��N CAR0� 1111 '.
036348
�;.. OV1512018
��'%9�' FNGINEER..•.P�\\��
PLANTING SCHEDULE
SYM.
ABB.
COMMON NAME
BOTANICAL NAME
QUANTITY
SPACING
CONTAINER SIZE AT
PLANTING
SHALLOW WATER PLANTINGS
L\rx LVA
SF
SWEETFLAG
Acorus subcordatum
93
24"-30" O.C.
1 QT.
PW
PICKERELWEED
Pontederia cordata
97
24"-30" O.C.
1 QT.
------
BFI
BLUE FLAG IRIS
Iris virginica
93
24"-30" O.C.
1 QT.
++ +
+++++
SR
SOFT RUSH
Juncus effusus var.
pylaei or solutus
98
„ „
24 —30 O.C.
1 QT.
vv v
v v v
TSB
THREE SQUARE BULRUSH
Schoenoplectus
americanus
98
24"-30" O.C.
1 QT.
SHALLOW LAND PLANTINGS
LLLL
:LLLLL
LLLL
SM
SWAMP MILKWEED
Asclepias incarnate
93
24"-30" O.C.
1 QT.
CF
CARDINAL FLOWER
Lobelia cardinalis
101
24"-30" O.C.
1 QT.
SRM
SCARLET ROSE MALLOW
Hibiscus coccineus
96
24"-30" O.C.
1 QT.
JPW
DWARF JOE PYE WEED
Eupatoriadelphus dubius
96
24"-30" O.C.
1 QT.
ST
SPOTTED TRUMPETWEED
Eupatoriadelphus
maculatus
99
24"-30" O.C.
1 QT.
CUT & REMOVE ANY
COVERING AROUND ROOTS
INSTALL PLANTS WHERE
CROWN IS FLUSH WITH SOIL
SURFACE AMENDED TOPSOIL
/ MIN. 12 IN DEPTH
+ + + + + +
+ + + + + + + + + + + +
+ + + + + + + + + + + +
. + + + + + + + + + + + + +
+ + + + + + + + + + +
i l l l=1 11=1 11=1 I I I �I 11=1 I I 11=1 I I- 1=1 11=1 11=1 I--
TWICE ROOT DIAMETER I EXISTING SOIL
f 1
GENERAL PLANTING DETAIL
NTS
EACH VARIETY OF PLANT NOTED TO BE PLANTED
SHALL BE IN GROUPS AS SHOWN ON THIS SHEET.
SHALLOW WATER
PLANT VARIETY 'A'
- ,. - I - -
NORMAL
NORMAL POOL LEVEL
C
U
d
N
SHALLOW LAND
PLANT VARIETY 'A' no 24" O.C. (TYP)
LIMITS OF 10:1 SHELF
SHALLOW WATER
PLANT VARIETY 'B'
SHALLOW LAND
PLANT VARIETY 'B'
NOTES:
1. CONTINUE PLANTING SCHEME SHOWN FOR EACH
OF THE 5 PLANT VARIETIES NOTED BELOW AROUND
0 ENTIRE LENGTH OF THE SHALLOW WATER PLANTING
ZONE
2. CONTINUE PLANTING SCHEME SHOWN FOR EACH
OF THE 5 PLANT VARIETIES NOTED BELOW AROUND
ENTIRE LENGTH OF THE SHALLOW LAND PLANTING
0 ZONE
3. OTHER SPECIES WITH SIMILAR GROWTH HABITS
AND MAY BE APPROVED AS LISTED IN THE
"STORMWATER BEST MANAGEMENT PRACTICES
MANUAL" TABLE 9-1.
VEGETATED PLANTING SHELF DETAIL.
NTS
i \ GENERAL PLANTING NOTES:
1. AVOID COMPACTING TOPSOIL TO PROMOTE HEALTHY ENVIRONMENTAL CONDITIONS FOR THE PLANTS.
2. ALL PLANTS SHOULD BE PLANTED IN THE INDICATED RANGE TO ENSURE SURVIVAL.
3. SHALLOW WATER AND SHALLOW LAND AREAS TO BE PLANTED WITH BARE ROOT, PLUGS, OR
CONTAINER LIVE PLANTINGS AS SPECIFIED.
4. EXCAVATE A HOLE TWICE THE DIAMETER OF ROOT BALL AND EQUAL TO THE ROOT DEPTH OF THE
INDIVIDUAL PLANT. PLACE PLANT IN HOLE WITH CROWN FLUSH WITH SOIL SURFACE. BACKFILL WITH
TOPSOIL AND LIGHTLY PLANT.
5. BEGIN PLANTING DURING LOCAL GROWING SEASON IN ORDER TO ENSURE THAT PLANTS HAVE
ADEQUATE TIME TO ESTABLISH BEFORE WINTER MONTHS.
v
vNn<IN4&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
6. OBTAIN PLANTS FROM: COASTAL PLAIN CONSERVATION NURSERY (252-482-5707), MELLOW MARSH
FARMS (919-742-1200), CURE NURSERY (919-542-6186) OR ENGINEER APPROVED SUBSTITUTE.
7. REFER TO EROSION CONTROL DETAIL SHEET D1.2 FOR SEEDBED PREPARATION AND SEEDING
SCHEDULES FOR AREAS NOT SPECIFIED IN THIS PLAN.
SHALLOW WATER PLANTING NOTES:
1. 70% OF PICKERELWEED SHOULD BE PLANTED WITHIN 5-6 INCHES BELOW NORMAL POOL.
2. 70% OF SWEETFLAG AND 70% OF SOUTHERN BLUE FLAG IRIS SHOULD BE PLANTED IN THE 2-3 INCHES
BELOW NORMAL POOL.
3. 70% OF SOFT RUSH SHOULD BE PLANTED AT THE NORMAL POOL ELEVATION.
SHALLOW LAND PLANTING NOTES:
1. PLANTS IN THIS GROUP SHOULD NOT BE PLANTED IN AREAS THAT ARE INUNDATED FOR EXTENDED
PERIODS.
BRIA]RI, \XCHAPEL'
by
Newland COMMUNITIES
BRIAR CHAPEL
SD WEST -PHASE 2
CHATHAM COUNTY, NORTH CAROLINA
BMP #27 PLAN & DETAILS
DATE: SEPTEMBER 30, 2016
VICE PRO]. #
02735-0165
DRAWN
BSS
DESIGNED
BSS
CHECKED
GCA
PRO]. MGR.
CHS
SCALE
HORIZONTAL:
AS NOTED
VERTICAL:
N/A
M&C FILE NUMBER
D4.X
DRAWING NUMBER
STATUS: FINAL DRAWINGS REVISION
FOR REVIEW PURPOSES ONLY 8