SW6110806_APPROVED PLANS_20111104

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

CONSTRUCTIO.I.T
'IIT'E D
F
I
I
J
HOKE COUNTYP
COUNTY
0
0
VICINITY MAP NTS
FT. BRAGG RESERVATION
VICINITY MAP
SCALE : I"=2000'
A
I �
it .\ \
}I
APARTM
NTS
I
DRAWING INDEX
COVER SHEET
C-1
EXISTING CONDITIONS
D-9
WATER DETAILS
C-2
SITE LAYOUT PLAN
D-10
STORMWATER DETAILS
C-3
GRADING AND DRAINAGE PLAN
D-11
STORMWATER DETAILS
C-4
EROSION CONTROL PLAN
C-5
UTILITY PLAN
DA-1
STORMWATER DEVICE IMPERVIOUS
C-6
UTILITY
NOTES
AREA MAP
D-1
UTILITY DETAILS
D-2
UTILITY DETAILS
D-3
UTILITY DETAILS
D-4
SITE DETAILS
D-5
DRAINAGE DETAILS
D-6
EROSION CONTROL DETAILS
AND NOTES
D-7
EROSION CONTROL DETAILS
D-8
EROSION CONTROL DETAILS
12975
SURVEYOR: HOBBS, UPCHURCH & ASSOC., P.A.
ADDRESS: P.O. BOX 1737
SOUTHERN PINES, NC 28388
CONTACT. J. GARY CULP
PHONE: [phone]
FAX: [phone]
DA-2 STORMWATER DEVICE EASEMENT MAP
DA-3 STORM DRAINAGE AREA MAP
DA-4 SEDIMENT TRAPS AREA MAP
L-1 LANDSCAPE PLAN
L-2 LANDSCAPE SCHEDULE AND NOTES
L-3 WETLAND LANDSCAPE PLAN
L-4 LANDSCAPE DETAILS
a9� to ":a[-wv r r i- and Docurnanta
Construction 'is xcorda;. vP! ..iese docuraun% it
rauired by iris siormwaie:r c,nn t Nor" Carcrrm;:
pules require Ina[ the i ,nw,e-. ysla.e dew"Of
Inspect during consfrn-'!on. i;fy r:�(urmRywith #wt
plans and spe.-.;: zrir curt+f; rc-nplianae with ft
4rrmater ludes '15 Ni"AC2H 1A08(I)�
,>I4rEilOS C"( _ Date /�/H/•t
is'an of'Natotor hw**
OWNER/DEVELOPER: WEDGEFIELD APARTMENTS, LLC
ADDRESS: 605 S. REILLY ROAD
FAYMEVILLE, NC 28314
CONTACT: CARROLL THOMAS
PHONE: [phone]
CELL: [phone]
FAX: [phone]
Hobbs Upchurch Associates
300 SW Broad Street
License Number: C-0454
engineering I planning I surveying
Southern Pines Office
I Southern Pines, North Carolina 28387
P: [phone] 1 F: [phone]
www.hobbsupchurch.com

Y \
r\
\ r\
\ \ r
\ \
\ \ EXISTING OUTLET
\ \ STRUCTURE
\ \ \ TOP 256.9'
\ \\ INV. OUT 252.32'
\ TBM NAIL
\ \ N: 467874.15
EXISTING INLET
W/
GRATE
RIM
258.2'
INV.
IN 252.00'
INV.
OUT 251.81'
1
. i
SCALE: 1" = 50'
50' 0 25' 50' 100'
CALL
BEFORE YOU DIGI
Dig�,'.Safely. SYM.
1-800-632-4949
NORTH CAROLINA ONE -CALL CENTER
I
I
NOW OR FORMERLY
D.B. PARKER AND WIFE
ZONED R-20
REVISIONS
DESCRIPTION
EXISTING INLET
I I
W,/ GRATE
EXISTING INLET
RIM 253.9'
EXISTING 42" FES
W/ GRATE
INV. IN 247.80'
INV. OUT 247.20'
EXISTING INLET
RIM 255.4'
INV. OUT 247.66'
W/ GRATE
INV. IN 249.23'
RIM 257.1'
INV. IN 250.80'
INV. OUT 249.10'
- -
- - - -
- - EXISTING 42" RCP - - - - -
----'--
- Y I D
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INV. OUT 250.70'
-
-- - EXISTING 42" RCP -----------
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\ \ \ EL:261.76
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12
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LINK FENCE (TYP.) ` TBM NAIL / i wm
\ \ o \ N: 467270.47 I It
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\ O a \ ' E: 1966649.96 / f- - - `O
\\ \ <r EL: 25739 .M i i Q
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\ \ \ \ as a a � \ VTC INVESTMENTS, LLC r I CONCRETE I i
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STORMWA ER \\ \\ \ o Ed m Mo w ZONED HC. `l `STING
L _ _ _� - - CLIEANOUT I I I
DB 952, PG 337 /
POND Z I ,3.62 ACRE PORTION I II
\ \ n0i REMOVE EXISTING REZONED RMF MAY, 2011 LIMITS OF CONSTRUCTION/ EXISTING EXISTING I i
\\ \\ o CHAIN LINK FENCE (TYP.) / DISTURBANCE = 3.9 ACRES METER IC I BUILDING -- CONCRETE 11 ( Q
r EXISTING II �
WEDGEFIELD \ \ ti� /
I EXISTING
SUBDIVISION \\ \\ \ I EXISTING FLOWLINE L J EXISTING SSMH II -
/ EXISTING I CONCRETE I �
----� II'---- PHASE \ \ r \ / TELEPHONE - x— X RIM 250.72' 1 0as�
PEDESTAL LP ( INV. 240.27' II
LRRIM
G SSMH �_
EXISTING
1.81' X .- %— %— %—POWER VAULTEXISTING SSMH 41.55' —Y X % _ J II Y
RIM 256.16' % —% — _ _--ss----- ///
EXISTING SSMH INV. 243.17' --
/ \ / RIM 260.09 Y --Y — X --% —i —Y __% �% —Y —_% --X _—Y --% — Y -- ---SS— -- — P FH
INV. 244.58
12"WL 12"WL — 12"WLJmoll N
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_ - EXISTING 12"
7 _ WATERLINE I
_ - I EXISTING 8 GRAVITY cn
SANITARY SEWE
R INE I i I
EXISTING SSMH
RIM 258.74'
INV. 246.48'
WEDGEFIELD
SUBDIVISION
PHASE 2
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DATE:
MAY, 2011
DESIGNED:
FDW/TFW
DRAWN:
FDW
CHECKED:
TKG
SCALE:
1'=50,
TEMPORARY DIVERSION SWALE SHEET NO.
TEMPORARY INLET PROTECTION LXJ C-1
RIPRAP VELOCITY DISSIPATOR Q
OF:
\

TBM NAIL
N: 467874.15
E: 1966684.86
EL: 261.76
DRAINAGE
- _ EASEMENT
I
SCALE: 1" = 30'
30' 0 15' 30' 60'
NOW OR FORMERLY
D.B. PARKER AND WIFE
PIN 494660001015
ZONED R-20
-BUILDING— _ -------------------------------------- - _ - _ - -
SETBACK- - - - - - - - - - - -
--------------- - - - - -
- - - _ - — — - HEAVY DUTY i- TBM NAIL
CONCRETE
FLUME
\ C
\ APARTME
\ BUILDING
\ �FFE 260.1
WEDGEFIELD \
SUBDIVISION \
PHASE 1
15
BUILDING
SETBACK
CALL
BEFORE YOU DIGI
Dig;Safely.
1.800-632-4949
NORTH CAROLINA ONE -CALL CENTER
BUILDING
SETBACK
NOW OR FORMERLY
VTC INVESTMENTS, LLC
PIN 494660001016
DB 910, PG 882
ZONED HC
REVISIONS
DESCRIPTION
30'R ., 1.
� BUILDING
306.84 SETBACK
240.34' ____ — __---------- -
_ _ _--------- _ — — —60' R/w► — (S.R. 1339)--------------
EXISTING- �DESCRIPTION NEW — — CAROLINA DRIVE-
TEMPORARY BENCH MARK —
O
EXyS1INCr1
-
-- - --
--
---
BORINEA1-
_-
RIGHT-OF—WAY--
-
PRO PERTY LINE
ROADWAY
--- ... - 242.. _..
1' CONTDjjRe---� '
242
NOW OR FORMERLY
— —250—�
---�5' CONTOURS
250----
WEDGEFIELD I
PENNSYLVANIA TRANSFORMER
PIN6
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CONCRETE SIDEWALK
SUBDIVISION I
DB 284,PG 8899
STORM DRAIN PIPE
PHASE 2
ZONED I
s
E j
STORM DRAIN INLET
l
—ss—
SANITARY SEWER LINE
sQ
SANITARY SEWER MANHOLE
o
SANITARY SEWER CLEANOUT
•
9
a
`1J
WATER LINE -------------
FIRE HYDRANT
}-
I
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GATE VALVE
N
SITE DATA:
FIRE DEPT. CONNECTION
=
LIMITS OF CONSTRUCTION/ _______
I
NUMBER OF BUILDINGS 4
UNITS PER BUILDING 24
o
>
DISTURBANCE
TEMPORARY CONSTRUCTION
I
PARKING SPACES:
EAEDNTRMENT
-
STANDARD
10CE
HANDICAP
TEMP. TRAP
I
TOTAL SPACES
107
o
WITH BAFFLES
G
TEMPORARY SILT FENCE —sF
s--
IMPERVIOUS DATA:
BUILDINGS
29,968
3
PAVEMENT
40,107
TEMPORARY DIVERSION SWALE
SIDEWALKS
8,602
6
IMPERVIOUS AREA
78,677
TEMPORARY INLET PROTECTION
LxJ
PROPERTY AREA
174,206
IMPERVIOUS PERCENT
45.16%
RIPRAP VELOCITY DISSIPATOR
Cl
GENERAL NOTES:
DATE I BY
1. HANDICAP PARKING SPACES SHALL BE MARKED BY THE
INTERNATIONAL HANDICAP SYMBOL AND EACH SPACE SHALL
BE PROVIDED WITH A SIGN STATING "PARKING BY DISABLED
PERMIT ONLY."
2. ALL CONSTRUCTION SHALL CONFORM TO THE
STANDARDS OF HOKE COUNTY.
3. PRIOR TO STARTING CONSTRUCTION, THE GENERAL
CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ALL
REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED.
NO CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL
BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS
AND ANY OTHER DOCUMENTATION FROM ALL OF THE
PERMITTING AND ANY OTHER REGULATORY AUTHORITIES.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION
OF ALL SETBACKS AND/OR EASEMENTS BEFORE BEGINNING
CONSTRUCTION.
5. ALL DIMENSIONS ARE TO THE BACK OF THE CURB
UNLESS OTHERWISE INDICATED.
6. UTILITY REMOVAL AND RELOCATION TO BE COORDINATED
WITH APPROPRIATE UTILITY COMPANIES.
7. THE LOCATION OF THE EXISTING UTILITIES SHOWN IN THE
PLANS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL
CONTACT THE UTILITY LOCATION SERVICE ("NORTH CAROLINA
ONE CALL" - 1-800-632-4949) FOR EXACT LOCATION OF
ALL UNDERGROUND MAINS, CABLE, OR LINE BEFORE
CONSTRUCTION BEGINS AND REPORT ANY EXISTING UTILITIES
NOT SHOWN ON THE PLANS TO THE PROJECT ENGINEER
IMMEDIATELY.
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DATE: MAY, 2011
DEsiGNED: FDW/TFW
DRAWN: FDW
CHECKED: TKG
SCALE: 1 "=30,
:Iliac:.
C-2
OF:

LDING
FE 260.00
25870
258.5
s 76 it
\ TBM NAIL
N: 467874.15
\ E: 1966684.86
EL: 261.76
\
\
1
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\ ♦ 260\ Y
\ \ \ x
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SUBDIVISION
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1
1 �
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I
SCALE: 1" = 30'
30' 0 15' 30' 60'
CALL
BEFORE YOU DIGI
Dig9Safely. SYM.
1.800-632-4949
NORTH CAROLINA ONE -CALL CENTER
NOW OR FORMERLY
>_
D.B. PARKER AND WIFE
--I
PIN 494660001015
Z
ZONED R-20
OVERFLOW SDMH
RIM 256.50
2-8" INV. IN 250.31
U)
EX
RATE INLET
G RATE
12" INV. OUT 250.31
Ld
RIM
26LF 2-8"
42"
"
INV. IN 249.23
PVC 0 1.71 %
O
EX GRATE INLET
42 INV. OUT
249.10
0-
RIM 257.1
NEW 12" INV.
IN 250.10
2'x2' OVERFLOW
fy_
42" INV. IN 250.80
YARD INLET W/NO
D
42" INV. OUT 250.70
4" PERFORATED
SDMH #13
12LF
12"
MANHOLE COVER
0-
RATE
EX GRATE INLET
NEW 8" INV. IN 255.08
PVC UNDERDRAIN
RIM 256.50
RCP
0 1.71 % _
_ THROA _
RIM
RIM42"
EX. INV. 248.80
- _ _ _ -
2-8" INV. 250.75- - - _ - - _ - -
_ - - - -
UNDERDRAIN
22 LF
24" INV. 250.30 - _ - -
- - _ _ _ - - - - -- - - - -
INV. IN 252.0
CLEANOUT (TYP.)
24--RCP_ - -
--_
_
- - - z �=--�
LLI
42" INV. OUT 251.81
-
- 0 1.77%
-
------ __
-----
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_ _ _ _
- -
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NEW 5" INV. IN 255.$5 -- -
-
-
- -
-
---------- _---_----_-.-
_
- - _ - -
_ -
- -
256
W
-
-------259
- --
-
257
-
- -
26G .259 260, - - - - - -- -
-.- ��25g 4249 \�
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5.259.07 I LL_
259.25
57 02A 2
TBMSNAIL \ I
BIORETENTION I YI #12 / I N: 467270*47 I
\ \ CELL #1 THRO8.75 E: 1966649.96 \ I Z
\\\ \ 4" UND�RDRAIN 254.75 EL: 257.39 I �_
\ x\\ I 24" NV. 250.6 2sC .o6 259.44
\\ \ \ \ I 9 4 58 3 258 7;
Cl #s tih� I F-
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INV. 254.79 25s 0 N h
Z
259 APARTMENT,.' 2591. 258.9� 6 2x z
\5u.n1
��� \ APARTMENT 258®_.25 v
BUILDING # BUILDING #3'
a FFE 260.45 I
. 2\9.50\ FFE 260.90 C3 59.05 258. 7 I; " I �.; I_ I GENERAL NOTES: 0
9.35 % I 0- N I 1. HANDICAP PARKING SPACES SHALL BE MARKED BY THE F-
\ �� 2'� x 0 / o APARTMENT I INTERNATIONAL HANDICAP SYMBOL AND EACH SPACE SHALL BE p
\ x259 44 \ \\, 0 5 - / 2 2 9.46x I 00, II BUILDING #4 " I 10 ' PROVIDED WITH A SIGN STATING "PARKING BY DISABLED PERMIT ONLY." Z
x 258.84 I I Lo
\ W� 259 4 -sa 3s 258 FFE 259.35 co I " 2. ALL CONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS AND
59.09 A v v 2 F I STANDARDS OF HOKE COUNTY.
259 59\ V A ( \ o SDMH #1 Cl #7 rn I (�
''A 259 3 26 40 x IM 260.00 w - RIM 258.15 " N I 3. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR
�\ 60 52 INV 51.0� N INV. 254.63 =o I I I SHALL BE RESPONSIBLE TO VERIFY ALL REQUIRED PERMITS AND Z
1 259 a� 2s9.s x tr58.z 0 2 I i APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION
\ 25/ x I OF ANY ITEM SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL
�\ o.to PLANS AND ANY OTHER DOCUMENTATION FROM ALL OF THE PERMITTING Q
\ 59.28 / 25a-49 258: 1 a z5 { I AND ANY OTHER REGULATORY AUTHORITIES.
259.77 _ x 1 o
2so.39 �a 9 97 ( N 4. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL
259 6\ 25J 9 26027 s 10 - I
/SETBACKS AND/OR EASEMENTS BEFORE BEGINNING CONSTRUCTION. J
59.95 259.77 ` p FES 9 / I Q
5 INV. 252.75 / . ALL DIMENSIONS ARE TO THE BACK OF THE CURB UNLESS Z
zs9. n 8 9 . 258 92 2sa.27 °D / I OTHERWISE INDICATED.
s9 \ z59.77 r� - - - yy° RIMCl #5 7.55 �� ___ / I 6. UTILITY REMOVAL AND RELOCATION TO BE COORDINATED WITH
�5�50� 15Z.` INV. 254.22 / �I APPROPRIATE UTILITY COMPANIES.
60 x ,,�259.20 Via--- - - -d' - 9 -- ._. 257J5 Z.. .
59 255N `b� 258. 3 258 62 258.44
92CF 1 » 25s 23 z59Xos x �/ 'so I 7. THE LOCATION OF THE EXISTING UTILITIES SHOWN IN THE PLANS ARE
- APPROXIMATE ONLY. THE CONTRACTOR SHALL CONTACT THE UTILITY
2s990 RCp ,s 40 5 RCA ®0 0� - 62LF 18" RCP z49-�
c,6�F p21"I - -ASS
x 21%' - 2S- .37 -__ - - __�-'-- 0 2� �__-- � LOCATION SERVICE ("NORTH CAROLINA ONE CALL" - 1-800-632-4949)
\� _` _s 99 0 - 260.50 59 5g 35- - -- 254$ p 2p%- ` 24LF 18" RCP FOR EXACT LOCATION OF ALL UNDERGROUND MAINS, CABLE, OR LINE
J 9OLF 1$» RCP pt F ^RCp a- i0 0.20% z5s BEFORE CONSTRUCTION BEGINS AND REPORT ANY EXISTING UTILITIES
_OT SHOWN ON THE PLANS TO THE PROJECT ENGINEER IMMEDIATELY.
CI #3 0 12 ClCI #5� z5s _
AT 257.50 GI #2 RIM 259.05 0'2p% �'� RIM 257.55 _ _ -- -
,�q.g�q. 24" RCP PASSES \
255.25 RIM 259.20 INV. � UN "R 1 'CP - --INV. 254.27
��3 / SO.�n 258 s, / - LIMITS OF CONSTRUCTION/
/ : DISTURBANCE 3.96 ACRES
Yl R5x60 5.17
THROAT 259.025- - - - - -
258.12 - - -
/ INV. 251.32 Cl#4 - _ --- --
- _ (S.R. 1339) - LEGEND
- _ - - - _ - - RIM 2 5 7.9 2 - - 6 0 R / W - - - - - - - - - - - - - -
- CAROLINA DRIVE- 15" INV. 254.76 _ - - EXISTING DESCRIPTION NEW
-18" INV. 254.51- - - - -Q� TEMPORARY BENCH MARK
O- - EXISTING IRON ROD
- - - - - - - O t A BORING LOCATION
RIGHT-OF-WAY
PROPERTY LINE
ROADWAY
- -242-- - 1' CONTOURS 242
NOTE:
-250-
- 5' CONTOURS
250
ALL SEDIMENT DEPOSITED IN THE WETLANDS DURING CONSTRUCTION MUST BE
CONCRETE SIDEWALK
REMOVED EROSION FEATURES MUST BE REPAIRED, AND THE VEGETATED AREAS
- - - - _ - - -
= STORM DRAIN PIPE
MUST BE RESTORED, BEFORE OPERATION AS A STORMWATER BMP BEGINS.
_
L �
STORM DRAIN INLET
■
NOTE:
- -ss-
SANITARY SEWER LINE
IS
SANITARY SEWER MANHOLE
THE CONTRACTOR SHALL ENSURE THAT THE WETLANDS
SANITARY SEWER CLEANOUT
HAS A MAXIMUM INFILTRATION OF 0.01 IN/HR. THIS
w -
WATER LINE
-------------
MAY BE ACCOMPLISHED BY RE -DISTRIBUTING EXISTING-
FIRE HYDRANT
CLAYS OR USING BORROW CLAY AS NECESSARY AS
GATE VALVE
►�
DIRECTED BY THE GEOTECHNICAL ENGINEER.
FIRE DEPT. CONNECTIONOF
'<
THE CONTRACTOR SHALL HAVE A NC LICENSED
UMITS DISTURBANCECTION/
-------
GEOTECHNICAL ENGINEER VERIFY A MAXIMUM OF 0.01
TEMPORARY CONSTRUCTION
IN/HR INFILTRATION PRIOR TO CONVERTING THE
ENTRANCE
EXCAVATED AREA FROM A SEDIMENT TRAP TO A
TEMP.SEDIMENT
RAPWITH
i
PERMANENT STORMWATER WETLANDS AREA. IF 0.01
TEMPORARY SILT FENCE
-SF SF-
IN/HR MAXIMUM INFILTRATION CANNOT BE MAINTAINED TEMPORARY DIVERSION SWALE
A PERMANENT LINER WILL NEED TO BE INSTALLED. IF
A LINER IS USED, THE SOIL MUST BE TESTED FOR TEMPORARY INLET PROTECTION
INFILTRATION RATE PRIOR TO INSTALLATION BY A NC RIPRAP VELOCITY DISSIPATOR Q
LICENSED GEOTECHNICAL ENGINEER.
DATE: MAY, 2011
DESIGNED: FDW/TFW
DRAWN: FDW
CHECKED: TKG
SCALE: 1 "=30'H:1'=3'V
SHEET NO.
C-3
ii
97
OF:

♦ \ NOW OR FORMERLY WETLANDS NOTE:
\ D.B. PARKER AND WIFE THERE ARE NO EXISTING WETALNDS ON-STIE.
♦ PIN 494660001015
\ ZONED R-20
1 ♦
♦ ♦ \ TEMPORARY
♦ ♦ SEDIMENT TRAP #2
♦ ♦ DA = 0.57 ACRES
♦ ♦ \ SURFACE AREA: 1,152 SF
♦ ♦ CAPACITY: 2,160 CF
♦' \ 24'Wx48'Lx3.5'DP
♦ WITH A 4' WEIR
CALL
BEFORE YOU DIG! REVISIONS
SYM.
DESCRIPTION DATE
Dlg7Safely. NCDENR COMMENT -LABELED 6/27
1.800-632-4949
SCALE: 1" = 30' INLET PROTECTION
30' 0 15' 30' 60' NORTH CAROLINA ONE -CALL CENTER
NCDENR - DWQ COMMENTS 11 1
SEDIMENT TRAP NOTES: 9Ole 1-4 p5j
1. TEMPORARY SEDIMENT TRAPS #2 AND #3 ARE TO REMAIN IN PLACE
UNTIL UPSTREAM AREA HAS BEEN STABILIZED. ONCE STABILIZED THE NOV - 4 2011
CONSTRUCTION OF THE STORMWATER BMP'S SHALL COMMENCE. DENY -WATER OUAur
2. IF NECESSARY ADDITIONAL SILT FENCE SHALWETLANDS AND STOWWATER BRANCH
L BE INSTALLED TO
♦
♦ EX GRATE INLET BIORETENTION PREVENT SEDIMENT AND EROSION FROM LEAVING THE PROPERTY.
♦ ♦ \ EX GRATE INLET RIM 257.1 BASIN #1 EX GRATE INLET
♦ ♦ RIM 258.2 42" INV. IN 250.80 DEPTH: 9" RIM 255.4
♦ \ 42" INV. IN 252.0 42" INV. OUT 250.70 SURFACE AREA 0 EL. 257.75 ♦ TEMPORARY MAT- 42" INV. IN 249.23 DEEP POOL 42" INV. OUT 251.81 NEW 8" INV. IN 255.08 (BOTTOM OF STORAGE): 3,116 SF 42" INV. OUT 249.10 OUTLET 2.75' DEEP_
♦ _ - - -
♦ � \ NEW 5" LINED DIVERSION INV. IN 255.85 TEMPORARY SURFACE AREA 0 EL. 258.50 SWALE #3 - _ _ _ - - - _ _ _ _
SEDIMENT TRAP #1 TOP OF STORAGE): 4,066 SF _ _ _ _ _ _
♦` ♦♦ \ DA = 1.40 ACRES TEMPORARY MAT- (TOP
10 - - - _ _ _ ------
--------- - - -
---
LINED DIVERSION
1 WEIR (TYP.) SURFACE AREA: 3,042 SF SWALE #2 - _ -
♦ ♦ CAPACITY: 6,453 CF - - - - �- - - - - -
-- - - ------ --- -
---
♦ APPLES (TYP.) �9�IxZ$-1�-BP- - -- ------ r - ------ _ -------------_ _. - -
♦ ♦ - - _ WITH A 6' WEIR -- ----._ - - -- _-
----- _
♦ ♦ - ------------ �5a_- - -- T L _ - TEMPORARY 3
--.'��_
♦ 1 - - - - - -- - --- SF
DA SEDIMENTTRAP
ACRES
------ ---259= - _ .. -....
1 -- -- seo
SURFACE AREA: 2,888
CAPACITY: 6,072 CF
�50 38'Wx76'Lx3'DP
WITH A 6' WEIR
02 B s9
♦ - Q�'� ---- \ BIORETENTION
`♦ ♦ \ \ \�.\ \ \�\ CELL #1 2 SHALLOW LAND (TYP.)
\ \ ♦ ♦ ' 1 \ I Im c.�. • • TEMPORARY SILT
♦ ♦ \\ \\\ I ' ` FENCE (TYP;)
\ APARTMENT --259- --� APARTMENT .' WETLANDS #1
♦♦ \ BUILDING #2 ' i N 1 BASIN DEPTH: 12"
BUILDING #3
IN (PPEAC5, 221®SFL. 251.75
COMPONENT AREAS:
♦ ♦ \ \ \ FFE 260.90 FFE 260.45 ' )
♦ ♦ FOREBAY: 523.59 SF 10.22%
♦ ♦. N ( TEMP. INL SHALLOW LAND: I
6 \ \ SHALLOW ATER:22,044.46SSF339.89%
♦ ♦ o PROTECTION
♦ ♦ , \ 1 \ I AT ALL, DRAINAGE APARTMENT OUTLET POOL: 512.72 SF 10.00%
♦ ♦ \ \\\ \ STRUCTURES (TYP.) BUILDING #4 SEE LANDSCAPE SHEETS FOR /
♦ APARTMENT
�♦ �,-. BUILDING #� V A � � FFE259.35 � N PLANTING PLAN AND DETAILS
-` WETLANDS
NOW OR FORMERLY
\FFE 260.00 \ I FLOW PATH
♦ ♦ \ \ VTC INVESTMENTS, LLC
\ PIN 494660001016
i \ - DB 910, PG 882
WEDGEFIELD,♦♦ \ / \� I -� I / ZONED HC
SUBDIVISION ♦ \ A� , _
� ♦ ` ♦ �� \ o --� a SHALLOW (TYP.)
- PHASE_ � ' ♦ ♦ \ N � 3--6- BELOW PPE
LIMITS OF CONSTRUCTION/
1 DISTURBANCE = 3.96 ACRES
(TEMPORARY MAT-
♦ 1 (LINED DIVERSION
\ -
% P
„ 1 1 SWALE #1 (TY.)
- 259 .,
ry6o� h DEEP POOL
�25a � �X ti x : INLET 2.75' DEEP
249
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r X --z5
- _ �---- ` - - RIP6P VELOCITY
- - - - / DISSIPATOR #1
- / 3Do: 4.5'
------141x16'Wx24"THK-- ------ .
3 USE CLASS "1" RIPRAP
-
_�__ - ----=------- - - - ---60' R/WI - (S.R. 13 9)----- ----
CAROLINA DRIVE- _ _ _
CONSTRUCTION NOTES: - _ _ _ - - - - - - - EXISTING DESCRIPTION NEW
1. THE CONTRACTOR SHALL CONTACT THE POWER CO GAS CO., AND _ _ _ - - -- - - - - - - TEMPORARY
TELEPHONE CO. FOR THE EXACT LOCATION OF ALL UNDERGROUND _ - - - - CONSTRUCTION - - - - - - - -TEMPORARY BENCH MARK -
ENTRANCE
MAINS, CABLES, OR LINES BEFORE CONSTRUCTION BEGINS. - -- - - - - - - - - - O EXISTING IRON ROD
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND - - - - r O1 A BORING LOCATION
PROTECTING ALL EXISTING WATER SERVICE CONNECTIONS DURING -- RIGHT-OF-WAY
CONSTRUCTION. ANY DAMAGE WHICH OCCURS AS A RESULT OF - - -- WEDGEFIELD I GENERAL NOTES:
PROPERTY LINE
CONSTRUCTION SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE SUBDIVISION - -
OWNER. IN THE EVENT OF A TEMPORARY SERVICE INTERRUPTION, THE NOW OR FORMERLY - - _ - - ROADWAY
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND BEGIN NOTE: PHASE 2 I 1. HANDICAP
SYMBOL PARKING
IND SPACES
EEACH SPSHAACE SHALLEMARKED BE BY THE PROVIDED INTERNATIONAL
ATIISIGNNAL PENNPSNLVANIA TRANSFORMER - - --- -- 242---- ---- --- 1' CONTOURS 242
REPAIRS. HANDICAPALL SEDIMENT DEPOSITED IN THE STORMWATER DEVICES DURING CONSTRUCTION STATING "PARKING BY DISABLED PERMIT ONLY." DB 284, PG 889 - -250- - 5' CONTOURS001089 250
3. ALL WORK PERFORMED WITHIN NORTH CAROLINA DEPARTMENT OF MUST BE REMOVED, EROSION FEATURES MUST BE REPAIRED, AND THE VEGETATED ZONED I CONCRETE SIDEWALK
TRANSPORTATION RIGHTS -OF -WAY SHALL BE PERFORMED IN STRICT AREAS MUST BE RESTORED BEFORE OPERATION AS A STORMWATER BMP BTINS. 2. ALL CONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS AND - - - - - - - - - STORM DRAIN PIPE
ACCORDANCE WITH THE NCDOT CONSTRUCTION AND MAINTENANCE II STANDARDS OF HOKE COUNTY. - - - - - - - - -
OPERATIONS SUPPLEMENT TO THE MANUAL OR UNIFORM TRAFFIC D STORM DRAIN INLET
CONTROL DEVICES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTE: I 3. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL BE -ss- SANITARY SEWER LINE
PERFORMING THE WORK AND ADHERING TO THE RIGHT-OF-WAY RESPONSIBLE TO VERIFY ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN
ENCROACHMENT CONTRACT SPECIAL PROVISIONS. THE CONTRACTOR SHALL ENSURE THAT THE STORMWATER OBTAINED. NO CONSTRUCTION OR FABRICATION OF ANY ITEM SHILL BEGIN OO SANITARY SEWER MANHOLE
DEVICE HAS A MAXIMUM INFILTRATION OF 0.01 IN/HR. UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND ANY OTHER SANITARY SEWER CLEANOUT •
4. THE CONTRACTOR IS INSTRUCTED TO CONTROL SEDIMENTATION RUNOFF DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY OTHER REGULATORY
BY METHODS APPROVED BY THE ENGINEERS DURING THE COURSE OF THIS MAY BE ACCOMPLISHED BY RE -DISTRIBUTING AUTHORITIES. - W WATER LINE -------------
CONSTRUCTION OF THIS PROJECT. THE CONTRACTOR IS REMINDED EXISTING CLAYS OR USING BORROW CLAY AS NECESSARY {?- FIRE HYDRANT ♦--
THAT ALL WORK SHALL MEET ALL APPLICABLE REQUIREMENTS OF THE AS DIRECTED BY THE GEOTECHNICAL ENGINEER4. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL
.
RULES AND REGULATIONS OF EROSION AND SEDIMENT CONTROL AS SETBACKS AND/OR EASEMENTS BEFORE BEGINNING CONSTRUCTION. GATE VALVE N
PUBLISHED BY THE N.C. DEPARTMENT OF ENVIRONMENT AND NATURAL FIRE DEPT. CONNECTION -<FDC
RESOURCES, NORTH CAROLINA SEDIMENTATION CONTROL COMMISSION. THE CONTRACTOR SHALL HAVE A NC LICENSED 5. ALL DIMENSIONS ARE TO THE BACK OF THE CURB UNLESS OTHERWISE LIMITS OF CONSTRUCTION/
5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE GEOTECHNICAL ENGINEER VERIFY A MAXIMUM OF 0.01 INDICATED. "----
DISTURBANCE
RELOCATION OF ANY POWER POLES OR OTHER EXISTING UTILITIES WITH IN/HR INFILTRATION PRIOR TO CONVERTING THE 6. UTILITY REMOVAL AND RELOCATION TO BE COORDINATED WITH APPROPRIATE TEMPORARY CONSTRUCTION
THE ELECTRICAL AND/OR 'TELEPHONE COMPANY PRIOR TO THE EXCAVATED AREA FROM A SEDIMENT TRAP TO A UTILITY COMPANIES. ENTRANCE
BEGINNING CONSTRUCTION, PERMANENT STORMWATER DEVICE. IF 0.01 IN/HR TEMP. SEDIMENT TRAP
PERMANENT THE LOCATION OF THE EXISTING UTILITIES SHOWN IN THE PLANS ARE WITH BAFFLES
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE MAXIMUM INFILTRATION CANNOT BE MAINTAINED A APPROXIMATE ONLY. THE CONTRACTOR SHALL CONTACT THE UTILITY LOCATION TEMPORARY SILT FENCE -
OWNER TO ACCURATELY DETERMINE THE LOCATION OF EXISTING PERMANENT LINER WILL NEED TO BE INSTALLED. IF SERVICE ("NORTH CAROLINA ONE CALL" - 1-800-632-4949) FOR EXACT
WATER MAINS WITHIN THE PROJECT AREA. THE CONTRACTOR SHALL LOCATION OF ALL UNDERGROUND MAINS, CABLE, OR LINE BEFORE TEMPORARY DIVERSION SWALE
TAKE ADDITIONAL CAUTION IN EXCAVATING AROUND THE SERVICE LINES A LINER IS USED, THE SOIL MUST BE TESTED FOR CONSTRUCTION BEGINS AND REPORT ANY EXISTING UTILITIES NOT SHOWN ON
AND MAINS WHILE WORKING WITHIN THIS PROJECT. ANY DAMAGE TO INFILTRATION RATE PRIOR TO INSTALLATION BY A NC THE PLANS TO THE PROJECT ENGINEER IMMEDIATELY. TEMPORARY INLET PROTECTION
THECONMAINS R SERVICE LINES SHALL BE THE RESPONSIBILITY OF THE LICENSED GEOTECHNICAL ENGINEER. L,�
RIPRAP VELOCITY DISSIPATOR
BY
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DESIGNED.
FDW/TFW
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SCALE:
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SHEET NO.
C-4

REVISIONS
SYM. DESCRIPTION DATE I BY
P
V
25
12"
12"
.- MAXIMUM
RESERVED PENALTY
PARKING $250
R7-8
SIGN
SIGN APPROVED FOR USE R7-8D--\
UNDER GENERAL STATUTE 2.037.6
COLORS: 6" DIA. STEEL
LEGEND AND BORDER - GREEN TUBE FILLED
WHITE SYMBOL ON BLUE BACKGROUND WITH CONCRETE
BACKGROUND - WHITE
12"
VAN
CDI ACCESSIBLE 0'II
- - VAN ACCESSIBLE
SIGN (AS REQUIRED)
L --I F—Jl SIGN
F I � R7-8
5'-0" - CONDITION 1
7'-0" - CONDITION 2
II
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NOTE:
CONSTRUCTION AND
INSTALLATION OF SIGN
o
FINISHED
R7-8 AND R7-8D
AND POST SHALL COMPLY
GRADE
WITH GENERAL STATUE 20-37.6.
II
51
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CONDITION 1
- PEDESTRIAN PATH DOES
NOT PASS UNDER OR
AROUND SIGN
CONDITION 2
- PEDESTRIAN PATH GOES
BY, UNDER OR AROUND SIGN
HANDICAP PARKING SIGN DETAIL
NOT TO SCALE
94"
P.
R.
ALL WORK AND MATERIALS SHALL
COMPLY WITH NCDOT SECTION 846
24" CONCRETE
CURB AND GUTTER DETAIL
NOT TO SCALE
3'
PAVEMENT
CONCRETE FLUME DETAIL
NOT TO SCALE
COMPACTED
SUBGRADE
6"x6" WELDED
WIRE MESH J
6" THICK ABC BASE COURSE
(100% COMPACTED)
r- 2" S-9.513
LIGHT DUTY
ASPHALT PAVEMENT SECTION
BE REQUIRED WHERE THE �-" 1/8"R
SIDEWALK JOINS ANY RIGID
STRUCTURE AND AT 40' INTERVALS
24" CONCRETE
CURB & GUTTER
SURFACE
\- ASPHALT EXPANSION ,JOINT MATERI
1 /2" WIDE AND FILL FROM BOTTO
OF CONCRETE TO WITHIN 1/8" TC
1 /4" BELOW TOP OF CONCRETE
EXPANSION JOINT
CONCRETE SIDEWALK DETAIL
NOT TO SCALE
R" TulrV ARr, RACE r(II IRCF
HEAVY DUTY
ASPHALT PAVEMENT SECTION
NOT TO SCALE NOT TO SCALE
HANDICAP PARKING SIGN -
r-4" WIDE WHITE PAVEMENT LOCATE PER SITE LAYOUT
MARKINGS (TYP.) PLANS (TYP.)
v
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9' TYPICAL
V
8' HANDICAP
V
8' HANDICAP
I
8' VAN
5' CAR
r-
r -r
r
SPACE VAN SPACE SIKIPING SPACE SIKIVING
NOTE:
STRIPING FOR HANDICAP PARKING
SPACES SHALL BE IN ACCORDANCE
WITH ADA REGULATIONS.
PARKING SPACE LAYOUT DETAIL
NOT TO SCALE
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HANDICAP RAMP DETAIL
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NOTE:
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CONCRETE DUMPSTER PAD DETAIL
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DESIGNED:
FDW/TFW
DRAWN:
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CHECKED:
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SCALE:
AS SHOWN
SHEEP NO.
D-4
OF.

REVISIONS
SYM.
v ■
GRADE FIGRAT 6'( FRAME AND
GRATE IYP.
ALL STEPS IN MANHOLES ARE
II=II.-..Ii COPOLYMER POLYPROPYLENE
WIDTH VARIES PLASTIC, REINFORCED WITH 1 /2"
GRADE 60 REINFORCEMENT
MANHOLE STEPS ® 16" O.C. IF
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gz 4" OR 8" SOLID CONCRETE BRICK
OR PRECAST CONCRETE BOX
a STORM
w DRAIN LINE
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STORM DRAIN LINE--
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FOUNDATION
COMPACTED
SUBGRADE
—GRATE INLET D ETAI L
NOT TO SCALE
24"x36" FRAME
24"x36" GRATE
28"x4O"
24"x36"
22"x34"
7"
DEPRESSED GRATE
INLET STRUCTURE
24"x36" FRAME
AND GRATE DETAIL
NOT TO SCALE
TOP OF CURB
ELEVATION (TYP.)
BACKFILL TO TOP OF
CURB, GRADE SMOOTH,
SEED AND MULCH -x
2'-2"
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DRAIN LINE
FRAME AND
GRATE W/HOOD
PAVEMENT
ALL STEPS IN MANHOLES ARE
COPOLYMER POLYPROPYLENE
PLASTIC, REINFORCED WITH 1/2-
GRADE 60 REINFORCEMENT
MANHOLE STEPS ® 16" O.C. IF
DEPTH IS MORE THAN 3'-0"
8" SOLID CONCRETE BRICK
OR PRECAST CONCRETE BOX
STORM DRAIN LINE
#4 REBAR ® \`
12" O.C.E.W.
NOTE: NCDOT STD. #840.01 #840.02 MASONRY
OR CONCRETE INLET BOXES.
CURB INLET DETAIL
NOT TO SCALE
c" nA"
SECTION
30DOPSI CONCRETE
FOUNDATION
COMPACTED
SUBGRADE
NOTE:
NCDOT STD #840.03 WITH TYPE "E,
F AND G" GRATES AS APPROPRIATE
24"x36" FRAME AND
GRATE WITH HOOD DETAIL
NOT TO SCALE
6" HIGH OPENINGS
ON ALL SIDES (TYP.)
THROAT
STORM DRAIN LINE
12" MIN.
(TYP.)
WIDTH VARIES
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YARD INLET DETAIL
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GRADE
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TOP WITH STEEL REINFORCING
6"x6". W2.1 xW2.1 WWF
ALL STEPS IN MANHOLES ARE
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GRADE 60 REINFORCEMENT
MANHOLE STEPS ® 16" O.C. IF
DEPTH IS MORE THAN 3'-0"
4" OR 8" SOLID CONCRETE BRICK
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#4 REBAR 0
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DESIGNED:
FDW/TFW
DRAWN:
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CHECKED:
TKG
SCAB:
AS SHOWN
SHEET NO.
D-5
OF:

REVISIONS
SYM. I DESCRIPTION I DATE I BY
EROSION CONTROL CONSTRUCTION SEQUENCE
1. OBTAIN EROSION CONTROL PERMIT AND ALL OTHER APPLICABLE PERMITS PRIOR TO ANY LAND
DISTURBING ACTIVITY.
2. SCHEDULE A PRE -CONSTRUCTION CONFERENCE WITH THE OWNER, ALL CONTRACTORS FOR LAND
DISTURBANCE AND/OR EROSION CONTROL AND EROSION CONTROL AUTHORUTY PERSONNEL TO
DISCUSS THE PROJECT AND THE EROSION CONTROL PLAN.
3. CONSTRUCTION LIMITS SHALL BE FLAGGED.
4. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT AT LOCATION DEPICTED ON SHEET
C-4.
5. PRIOR TO ANY LAND DISTURBING, INSTALL SILT FENCE, DIVERSIONS SWALES, AND SEDIMENT
TRAPS.
6. INITIATE CLEARING, GRUBBING AND TOPSOIL STRIPPING OF THE SITE.
7. BEGIN GRADING ACTIVITIES. MAINTAIN ALL EROSION CONTROL MEASURES.
8. AS CONSTRUCTION PROGRESSES, REMOVE SILT AND SEDIMENT BUILDUPS AT ALL SILT FENCING,
DIVERSIONS AND SEDIMENT BASINS TO MAINTAIN ADEQUATE EROSION CONTROL MEASURES.
9. AS ROUGH GRADING PROGRESSES AND AREAS ARE COMPLETE ENOUGH, INSTALL STORM
DRAINAGE WITH INLET PROTECTION MEASURES.
10.PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES WITHIN
21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING; AND, A PERMANENT
GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS
(WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
11. CONTINUE WITH FINE GRADING OF THE SITE.
12. WHEN CONSTRUCTION IS COMPLETE AND ALL SOIL AREAS STABILIZED, CALL FOR ON -SITE
INSPECTION BY THE SITE ENGINEER AND SEDIMENTATION AND EROSION CONTROL INSPECTOR.
13. IF THE SITE IS APPROVED, REMOVE TEMPORARY EROSION CONTROL MEASURES EXCEPT THE
SEDIMENT TRAPS AS DIRECTED, SEED, FERTILIZE AND MULCH RESULTING DISTURBED AREAS.
CLEAR ALL PIPES AND SWALES THAT WILL REMAIN FREE OF ALL DEBRIS AND SEDIMENT
ACCUMULATION ESTABLISH PERMANENT STABILIZING VEGETATION DURING THE APPROPRIATE TIME
OF YEAR.
14. UPON ESTABLISHED AND STABILIZING VEGETATION, CALL FOR FINAL SITE EROSION AND
SEDIMENTATION CONTROL INSPECTION AND APPROVAL. CONVERT SEDIMENT TRAPS TO STORM
WATER BIORETENTION CELLS.
SEED BED PREPARATION
1. RIP THE ENTIRE AREA TO 6" DEPTH.
2. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
REASONABLY SMOOTH AND UNIFORM.
3. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE IN ACCORDANCE
WITH "SEEDING SCHEDULE" AND MIX WITH SOIL.
4. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED
IS PREPARED 4 TO 6 INCHES DEEP.
5. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
EQUIPMENT OR CULTIPACK AFTER SEEDING. SEED ACCORDING TO "SEEDING SCHEDULE."
6. MULCH IN ACCORDANCE WITH "SEEDING SCHEDULE" IMMEDIATELY AFTER SEEDING.
7. INSPECT ALL SEEDING FOR COMPLIANCE WITH THE REQUIREMENTS OF THE "SEEDING
SCHEDULE". MAKE NECESSARY REPAIRS AND RESEED WITHIN THE PLANTING SEASON,
IF POSSIBLE, OR THE DAMAGED AREA SHALL BE REESTABLISHED FOLLOWING THE ORIGINAL
LIME, FERTILIZER, AND SEEDING REQUIREMENTS.
SEEDING SCHEDULE
SEEDING SCHEDULE FOR AREAS OTHER THAN THE FAIRWAYS AND GREENS
NOTE
TEMPORARY SEED MIX SHALL BE USED FOR ALL AREAS EXPOSED GREATER THAN 15
WORKING DAYS AND SUBJECT TO FURTHER DISTURBANCE. PERMANENT SEED MIX SHALL
BE CHECKED FOR ADEQUACY ON JULY 15. AN ADEQUATE COVER SHALL HAVE 50 SPRIGS
OF BERMUDA OR SERICEA LESPEDEZA PER ONE SQUARE FOOT.
TEMPORARY SUMMER SEED MIX (TO BE FOLLOWED BY PERMANENT FALL SEED MIX)
SPECIES RATE (LB./ACRE)
MARCH 1 - SEPT. 1 GERMAN MILLET 120
TEMPORARY WINTER SEED MIX (TO BE FOLLOWED BY PERMANENT SPRING SEED MIX)
SPECIES RATE (LB./ACRE)
SEPT. 1 - MARCH 1 WINTER RYE (GRAIN) 200
KOBE LESPEDEZA 120
PERMANENT
SPRING SEED MIX
SPECIES RATE
(LB./ACRE)
MARCH 1 -
JULY 1
PENSICOLA BAHIAGRASS
60
COMMON BERMUDA
25
SERICEA LESPEDEZA
30
PERMANENT
FALL SEED MIX
SPECIES RATE
(LB./ACRE)
SEPT. 1 -
NOV. 1
COMMON BERMUDA
30
SERICEA LESPEDEZA (UNSCARIFIED)
30
KOBE LESPEDEZA
10
SOIL AMENDMENTS
TO BE INCORPORATED INTO THE TOP 3 INCHES OF SOIL IN AREAS WITH SLOPES 2:1 OR FLATTER
APPLY FERTILIZER (10-10-10) AT A RATE OF 1000 LB/ACRE
APPLY LIME (GROUND AGRICULTURAL LIMESTONE) AT A RATE OF 4000 LB/ACRE*
APPLY SUPERPHOSPHATE (0-49-0) AT A RATE OF 200 LB/ACRE*
* REQUIRED FOR PERMANENT SEED MIX ONLY
MULCH
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER.
ANCHOR MULCH WITH ROVING, NETTING OR BY TACKING WITH ASPHALT EMULSION AT A RATE
OF 400 GAL./ACRE
WATER
MINIMUM OF 1" OF RAINFALL A WEEK (IF NOT SUPPLIED NATURALLY, CONTRACTOR
SHALL SUPPLY THE REMAINING AMOUNT UNTIL GROUND COVER HAS BEEN ESTABLISHED).
MAINTENANCE
REFERTILIZE IN THE SECOND YEAR UNLESS THE GROWTH IS FULLY ADEQUATE.
MOW WHEN THE AVERAGE PLANT HEIGHT EXCEEDS 6 INCHES.
RESEED, FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY.
EROSION AND SEDIMENT CONTROL NOTES:
1. UNLESS OTHERWISE INDICATED, ALL VEGETATION AND STRUCTURAL EROSION AND
SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING
TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE EROSION & SEDIMENT CONTROL
PLANNING & DESIGN MANUAL & ACCORDING TO THE SPECIFICATIONS.
2. ALL HARD SURFACE PUBLIC ROADS SHALL BE CLEAN AT THE END OF EACH WORK
DAY. PROVIDE TEMPORARY CONSTRUCTION ENTRANCES AT THE LOCATIONS SHOWN
ON THE PLANS OR AS OTHERWISE NECESSARY.
3. THE LOCATION OF ALL EROSION AND SEDIMENT CONTROL MEASURES ARE APPROXIMATE.
THESE DEVICES SHALL BE LOCATED TO ACHIEVE MAXIMUM BENEFIT. IF DURING
CONSTRUCTION THESE DEVICES ARE NOT SUFFICIENT TO ADEQUATELY CONTROL
EROSION AND SEDIMENTATION. ADDITIONAL EROSION CONTROL DEVICES SHALL BE
INSTALLED AS DIRECTED BY THE ENGINEER.
4. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED
AND DISPOSED OF WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION.
5. CONTRACTOR SHALL TAKE ALL STEPS NECESSARY TO PREVENT SEDIMENT (GENERATED
BY CONSTRUCTION OR EROSION) FROM ENTERING STREAMS. CONSTRUCTION VEHICLES
WILL NOT BE ALLOWED IN FLOWING STREAM CHANNELS OR TO DAMAGE THEIR BANKS.
6. STOCKPILING OF EXCESS MATERIALS IN DESIGNATED AREAS ONLY.
7. IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED
AFTER EACH RAINFALL OR WEEKLY, WHICHEVER IS MORE FREQUENT (AT LEAST DAILY
DURING PERIODS OF PROLONGED RAINFALL). CONTRACTOR SHALL CLEAN AND REPAIR
ACCORDINGLY.
CONSTRUCTION NARRATIVE
THE PURPOSE FOR THIS PROJECT IS TO CONSTRUCT A NEW APARTMENT COMPLEX DEVELOPMENT
SOUTH OF WEDGEFIELD DEVELOPMENTS NORTH OF US HWY 401 IN HOKE COUNTY. THE COMPLEX
IS TO CONTAIN 96 APARTMENTS IN 4 BUILDINGS. ACCESS TO THE SITE IS OFF CAROLINA DRIVE.
BECAUSE HOKE COUNTY IS A TIP AREA FOR STORMWATER MANAGEMENT BIORETENTION CELLS ARE
CONSTRUCTED AS THE BEST MANAGEMENT PRACTICE TO CONTROL STORMWATER RUN-OFF FOR THE
SITE. AT THE ON -SET OF CONSTRUCTION INITIAL EROSION AND SEDIMENT CONTROL DEVICES ARE
TO BE INSTALLED. AS CONSTRUCTION PROGRESSES REMAINING EROSION AND SEDIMENT CONTROL
DEVICES ARE TO BE INSTALLED. DURING THE ENTIRE CONSTRUCTION PROCESS ALL DEVICES ARE
TO BE PROPERLY MAINTAINED TILL FINAL STABILIZATION HAS BEEN ACCOMPLISHED AND APPROVAL
HAS BEEN AUTHORIZED BY THE SEDIMENTATION AND EROSION CONTROL INSPECTOR. ONCE THE
AUTHORIZATION HAS BEEN GIVEN TO REMOVE THE SEDIMENT TRAPS CONSTRUCTION OF THE
BIORETENTION CELLS ARE TO BE CONSTRUCTED.
CONSTRUCTION SPECIFICATIONS:
ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS
THE REQUIRED LINES AND GRADES AS SHOWN IN THE PLANS. COMPACT
ANY FILL REQUIRED IN THE SUBGRADE TO THE DENSITY OF THE
SURROUNDING UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE
ON UNDISTURBED SOIL MAY ALSO BE FILLED BY INCREASING THE
RIPRAP THICKNESS.
THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED
GRADING LIMITS SHOWN ON THE PLANS.
FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND
BE: PROPERLY PROTECTED FROM PUNCHING OR TEARING DURING
INSTALLATION. REPAIR ANY DAMAGE BY REMOVING THE RIPRAP AND
PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE DAMAGED AREA.
ALL CONNECTING JOINTS SHOULD OVERLAP SO THE TOP LAYER IS
ABOVE THE DOWNSTREAM LAYER A MINIMUM OF 1 FOOT. IF THE
DAMAGE IS EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH.
RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID
DAMAGING THE FILTER.
THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1.5 TIMES THE
MAXIMUM STONE DIAMETER.
RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD
BE: HARD, ANGULAR, HIGHLY WEATHER -RESISTANT AND WELL GRADED.
CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFILL AT THE
END. MAKE THE TOP OF THE RIPRAP AT THE DOWNSTREAM END LEVEL
WITH THE RECEIVING AREA OR SLIGHTLY BELOW IT.
ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING
STREAM AND PREFERABLY STRAIGHT THROUGHOUT IT LENGTH. IF A
CURVE IS NEEDED TO FIT SITE CONDITIONS, PLACE IT IN THE UPPER
SECTION OF THE APRON.
IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS
WITH VEGETATION.
RCP
RCP PIPE
VARIES
SEE PLANS
PIPE OUTLET
FLOW
6"
NON -WOVEN GEOSYNTHETIC
FILTER FABRIC UNDERLINER
VARIES
SEE PLANS
MAINTENANCE:
INSPECT RIPRAP OUTLET STRUCTURES AFTER HEAVY RAINS TO SEE
IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE
OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED
REPAIRS TO PREVENT FURTHER DAMAGE.
_RIPRAP VELOCITY DISSIPATOR DETAIL
NOT TO SCALE
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DESIGNED: •
FDW/TFW
DRAWN:
FDW
CHECKED:
TKG
SCALE:
AS SHOWN
SHEET NO.
D-6
OF:

REVISIONS
SYM. I DESCRIPTION I DATE I BY
i
CONSTRUCTION SPECIFICATIONS:
REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, AND OTHER
OBJECTIONABLE MATERIAL.
ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN
REQUIREMENTS.
ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE
DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT.
PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE REGRADING
AND CLEANOUT.
VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL
REMAIN IN PLACE LESS THAN 30 WORKING DAYS.
MAINTENANCE:
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL.
IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION
RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED.
WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE
AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND STABILIZE IT.
BOTTOM
WIDTH
2' MIN.
COMPACTED SOIL-\ 1 ,-18" MIN.
— nl II- ni ni ni iii 1 it n
LINING
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TEMPORARY CURLED WOOD
44' MATTING WITH STAPLES
36" O.C.
PROJECT
SWALES
SWALE
NO.
BOTTOM
WIDTH
LINING
HEIGHT (MIN.)
SWALE
#1
0
FT.
0.50
FT.
SWALE
#2
0
FT.
0.75
FT.
SWALE
#3
0
FT.
0.75
F 1.
SWALE
#4
0
FT.
0.50
FT.
TEMPORARY MAT —LINED
DIVERSION SWALE DETAIL
NOT TO SCALE
CONSTRUCTION SPECIFICATIONS:
8" DOWN AND 4"
FORWARD ALONG
THE TRENCH �
8' MAX. STANDARD STRENGTH FABRIC
W/ WIRE FENCE
I A' MAX STAN(lAR(1 STRFN(%TH FARRI(: I
II
u
WIRE FENCE
(I
u
FILTER
FABRIC
BACKFILL TRENCH
AND COMPACT
MIN.
THOROUGHLY
�•:
p
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NATURAL
o0
GROUND
STEEL POST
CROSS—SECTION
CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS AND OTHER
OBJECTIONABLE MATERIAL AND PROPERLY GRADE IT.
PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE
PLANS AND SMOOTH IT.
PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE
OUTLET.
USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION
IN LOCATIONS SUBJECT TO SEEPAGE OR HIGH WATER TABLE.
MAINTENANCE:
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM
LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH
2" STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT
AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE
MATERIALS SPILLED, WASHED OR TRACKED ONTO PUBLIC ROADWAYS.
PLACED IN DITCH
2"-3" COURSE AGGREGATE
6" DEEP MINIMUM WITH
FILTER FABRIC UNDERLINER
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE DETAIL
NOT TO SCALE
CONSTRUCTION SPECIFICATIONS:
CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA
STRENGTH SYNTHETIC FILTER FABRICS.
ENSURE THAT THE HEIGHT OF THE: SEDIMENT FENCE DOES NOT EXCEED
24" ABOVE THE GROUND SURFACE:. (HIGHER FENCES MAY IMPOUND
VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE.)
CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE
LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY,
SECURELY FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4'
MINIMUM OVERLAP TO THE NEXT POST.
SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED
SECURELY TO THE UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE
MESH SUPPORT TO THE BOTTOM OF THE TRENCH. FASTEN THE WIRE
REINFORCEMENT, THEN FABRIC ON THE UPSLOPE SIDE OF THE FENCE
POST. WIRE OR PLASTIC ZIP TIED SHOULD HAVE MINIMUM 50 POUND
TENSILE STRENGTH.
WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM
OF 8' APART. SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE
GROUND A MINIMUM OF 24".
EXTRA STRENGTH FILTER FABRIC WITH 6' POST SPACING DOES NOT REQUIRE
WIRE MESH SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC
DIRECTLY TO POSTS. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM
50 POUND TENSILE STRENGTH.
EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 8" DEEP ALONG THE
PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
PLACE 12" OF THE FABRIC ALONG THE BOTTOM AND SIDE OF THE TRENCH.
BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND
COMPACT. THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT
FENCE PERFORMANCE.
DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
MAINTENANCE:
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH
RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE
OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE.
TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND
BRING THE AREA TO GRADE AND `.STABILIZE IT AFTER THE CONTRIBUTING
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
TEMPORARY SILT FENCE DETAIL
NOT TO SCALE
CONSTRUCTION SPECIFICATIONS:
UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.
DRIVE 5' STEEL POST 2' INTO THE GROUND SURROUNDING THE INLET
SPACE POSTS EVENLY AROUND THE PERIMETER ON THE INLET, MAX.
4' APART.
SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE
THE WIRE MESH TO THE STEEL POSTS AT THE TOP, MIDDLE AND BOTTOM.
PLACING A 2' FLAP OF THE WIRE MESH UNDER THE= GRAVEL FOR
ANCHORING IS RECOMMENDED.
PLACE CLEAN GRAVEL (NCDOT #5 OR #57 STONE) ON A 2:1 SLOPE
WITH A HEIGHT OF 16" AROUND THE WIRE, AND SMOOTH TO AN EVEN LEVEL.
ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE
ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS.
COMPACT THE AREA PROPERLY AND STABILIZE IT WITH GROUND COVER.
MAINTENANCE:
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2"
OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS
OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS.
TAKE, CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING
SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
STEEL POSTS .4 MAX. -
W/WIRE MESH
�i
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l;C 0o CLOTH 1/4 OPENINGS
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INLET TOPS TO REMAIN
OFF
NLETNPROTECTION LET STRUCTURES
IN
TEMPORARY INLET
NOT TO SCALE
FILTERED INLET WALL
WATER
ILE
PLACE. `.SECTION A —A
PROTECTION DETAIL
DATE:
MAY, 2011
DESIGNED:
FDW/TFW
DRAWN:
FDW
CHECKED:
TKG
scAEE:
AS SHOWN
SHEET NO.
OF:
D-7

MAINTENANCE:
INSPECT TEMPORARY SEDIMENT TRAPS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
(1/2" OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT
AND RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS
ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT
THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA, AND REPLACE THE PART
OF THE GRAVEL FACING THAT IS IMPAIRED BY SEDIMENT.
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY
CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5' BELOW
THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE
EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIPRAP DISPLACED FROM
THE SPILLWAY MUST BE REPLACED IMMEDIATELY.
AFTER ALL SEDIMENT PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED,
REMOVE THE STRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH THE AREA TO
BLEND WITH THE ADJOINING AREAS, AND STABILIZE PROPERLY.
SEDIMENT TRAP BAFFLES 5 MIN.:j::�r TOP OF BERM
12' MIN. NCDOT #5 18" MIN.
OR #57 STONE FACES
3600CF/AC.
DEPTH VARIES
Jinn <,
(SEE PLANS) -1, �-
��
H l -141-'El 1 i 1 I= III l 1
_I�� �III� II�'I 1!Ifl 'lIi1=11111-11111 i 11=11111�11i1�111
18" MIN. CLASS "B"
I I I I LENGTHxWIDTH RIPRAP
VARIES -
i i i (SEE PLANS) CROSS SECTION
L H
NOTES:
1. TRAP SHALL BE CLEANED OUT
WHEN SEDIMENT HAS ACCUMULATED
TO ONE HALF OF ITS DESIGN DEPTH
2. ALL TEMPORARY DIVERSIONS SHALL
ENTER THE TRAP FROM THE OPPOSITE
END OF THE OUTLET.
COIR MESH OR SIMILAR,
STAPLED OR TRENCHED
INTO BOTTOM OR SIDE -
EARTHEN
EMBANKMENT
5
DESIGN OVERFILL 6"
SETTLED TOP 2:1 MAX. FOR SETTLEMENT
21 ` SIDE SLOPE
00 VARIES -
NON -WOVEN
GEOSYNTHETIC
FABRIC UNDERLINER
3'-0"
MIN.
STONE SECTION
'NATURAL
GROUND
1:1 SIDE SLOPE
TEMPORARY SEDIMENT TRAP DETAIL
NOT TO SCALE
STAKE TO
SUPPORT WIRE
SUPPORT ROPE STEEL
TO WIRE TO POST (TYP.)
PREVENT SAGGING
1
SUPPORT
POST
24" INTO
BOTTOM
OR SIDE
(TYP.)
BAFFLE SECTION
INLET ZONE
35% OF SURFACE AREA
FIRST CHAMBER %/ / <No_
25% OF SURFACE AREA 7% 4
BAFFLE (TYP.)
OUTLET SECOND CHAMBER
25% OF SURFACE AREA
OUTLET ZONE
15% OF SURFACE AREA
BAFFLE PLAN
8'x14'W (TYP.)
r-18"THICK
EXISTING
GRADE
`-- RIPRAP DISSIPATOR PAD
NON -WOVEN GEOSYNTHETIC FABRIC
UNDERLINER WITH AN 18" OVERLAP
AT ALL SEAMS (TYP.)
EMERGENCY SPILLWAY
6" BELOW SETTLED TOP
CONSTRUCTION SPECIFICATIONS:
GRADE THE BASIN SO THAT THE BOTTOM IS LEVEL FRONT TO BACK AND SIDE
TO SIDE.
INSTALL POSTS OR SAW HORSES ACROSS THE WIDTH OF THE SEDIMENT TRAP.
STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24", SPACED A MAXIMUM
OF 4' APART, AND INSTALLED UP THE SIDES OF THE BASIN AS WELL. THE
TOP OF THE FABRIC SHOULD BE 6" HIGHER THAN THE INVERT OF THE SPILLWAY.
TOPS OF BAFFLES SHOULD BE 2" LOWER THAN THE TOP OF THE BERMS.
INSTALL AT LEAST THREE ROWS OF BAFFLES BETWEEN THE INLET AND OUTLET
DISHARGE POINT. BASINS LESS THAN THE TOP OF THE BERMS.
WHEN USING POSTS, ADD A SUPPORT WIRE OR ROPE ACROSS THE TOP OF THE
MEASURE TO PREVENT SAGGING.
WRAP POROUS MATERIAL, LIKE JUTE BACKED BY COIR MATERIAL, OVER A SAWHORSE
OR THE TOP WIRE. HAMMER REBAR INTO THE SAWHORSE LEGS FOR ANCHORING.
THE FABRIC SHOULD HAVE FIVE TO TEN PERCENT OPENINGS IN THE WEAVE.
ATTACH FABRIC TO A ROPE AND A SUPPORT STRUCTURE WITH ZIP TIES, WIRE
OR STAPLES.
THE BOTTOM AND SIDES OF THE FABRIC SHOULD BE ANCHORED IN A TRENCH OR
PINNED WITH 8" EROSION CONTROL MATTING STAPLES.
DO NOT SPLICE THE FABRIC, BUT USE A CONTINUOUS PIECE ACROSS THE BASIN
MAINTENANCE:
INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY.
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE
COLLAPSE, TEAR DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS WHEN IT REACHED HALF FULL TO PROVIDE ADEQUATE
STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PROESSURE ON THE BAFFLES.
TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT. SEDIMENT DEPTH
SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH.
AFTER CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL
BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE,
AND STABILIZE IT.
BAFFLES FOR TEMPORARY SEDIMENT TRAPS
NOT TO SCALE
CONSTRUCTION SPECIFICATIONS:
CLEAR, GRUB AND STRIP THE AREA UNDER 'THE EMBANKMENT OF ALL VEGETATION
AND ROOT MAT. REMOVE ALL SURFACE SOIL_ CONTAINING HIGH AMOUNTS OF
ORGANIC MATTER, AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL
OBJECTIONABLE MATERIAL TO THE DESIGNATED DISPOSAL AREA.
ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY
VEGETATION, ORGANIC MATTER AND OTHER 013JECTIONABLE MATERIAL. PLACE THE
FILL IN LIFTS NOT TO EXCEED 9", AND MACHINE COMPACT IT. OVER FILL THE
EMBANKMENT 6" TO ALLOW FOR SETTLEMENT.
CONSTRUCT THE OUTLET SECTION IN THE EMBANKMENT. PROTECT THE CONNECTION
BETWEEN THE RIPRAP AND THE SOIL FROM PIPING BY USING FILTER FABRIC OR A
KEYWAY CUTOFF TRENCH BETWEEN THE RIPRAP STRUCTURE AND SOIL.
• PLACE THE FILTER FABRIC BETWEEN THE RIPRAP AND THE SOIL. EXTEND
THE FABRIC ACROSS THE SPILLWAY FOUNDATION AND SIDES TO THE TOP
OF THE DAM; OR
• EXCAVATE A KEYWAY TRENCH ALONG THE CENTER OF THE SPILLWAY
FOUNDATION EXTENDING UP THE SIDES TO THE HEIGHT OF THE DAM.
THE TRENCH SHOULD BE AT LEAST 2' DEEP AND 2' WIDE WITH 1:1 SIDE
SLOPES.
CLEAR THE POND AREA BELOW THE ELEVATION OF THE CREST OF THE SPILLWAY
TO FACILITATE SEDIMENT CLEANOUT.
ALL CUT AND FILL SLOPES SHOULD BE 2:1 OR FLATTER.
ENSURE THAT THE STONE (DRAINAGE) SECTION OF THE EMBANKMENT HAS A
MINIMUM BOTTOM WIDTH OF 3' AND A MAXIMUM SIDE SLOPES OF 1:1 THAT EXTEND
TO THE BOTTOM OF THE SPILLWAY SECTION.
CONSTRUCT THE MINIMUM FINISHED STONE SPILLWAY BOTTOM WIDTH, AS SHOWN
ON THE PLANS, WITH 2:1 SIDE SLOPES EXTENDING TO THE TOP OF THE OVER
FILLED EMBANKMENT. KEEP THE THICKNESS OF THE SIDES OF THE SPILLWAY
OUTLET STRUCTURE AT A MINIMUM OF 21 ". THE WEIR MUST BE LEVEL AND
CONSTRUCTED TO GRADE TO ASSURE DESIGN CAPACITY.
MATERIAL USED IN THE STONE SECTION SHOULD BE WELL -GRADED MIXTURE OF
STONE WITH A D50 SIZE OF 9" (CLASS B EROSION CONTROL STONE IS RECOMMENDED)
AND A MAXIMUM STONE SIZE OF 14". THE STONE MAY BE MACHINE PLACED AND
THE SMALLER STONES WORKED INTO THE VOIDS OF THE LARGER STONES. THE STONE
SHOULD BE HARD, ANGULAR AND HIGHLY WEATHER RESISTANT.
DISCHARGE INLET WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE
TEMPORARY SLOPE DRAINS OR DIVERSIONS WITH OUTLET PROTECTION TO DIVERT
SEDIMENT LADEN WATER TO THE UPPER END, OF THE POOL AREA TO IMPROVE BASIN
TRAP EFFICIENCY.
ENSURE THAT THE STONE SPILLWAY OUTLET SECTION EXTENDS DOWNSTREAM PAST
THE TOE OF THE EMBANKMENT UNTIL STABLE CONDITIONS ARE REACHED AND OUTLET
VELOCITY IS ACCEPTABLE FOR THE RECEIVING STREAM. KEEP THE EDGES OF THE
STONE OUTLET SECTION FLUSH WITH THE SURROUNDING GROUND, AND SHAPE THE
CENTER TO CONFINE THE OUTFLOW STREAM.
DIRECT EMERGENCY BYPASS TO NATURAL, STABLE AREAS. LOCATE BYPASS OUTLETS
SO THAT FLOW WILL NOT DAMAGE THE EMBANKMENT.
STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL
AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER CONSTRUCTION.
SHOW THE DISTANCE FROM THE TOP OF THE: SPILLWAY TO THE SEDIMENT CLEANOUT
LEVEL (1/2 THE DESIGN DEPTH) ON THE PLANS AND MARK IT IN THE FIELD.
INSTALL POROUS BAFFLES AS SPECIFIED.
REVISIONS
DESCRIPTION
DATE I BY
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W
DATE:
MAY, 2011
DESIGNED:
FDW/TFW
DRAWN:
FDW
CHECKED:
TKG
SCALE:
AS SHOWN
SHEET NO.
OF:

BIORETENTION CELLS SCHEDULE
CELL NO.
SA TOP OF
BID. CELL
DEPTH OF
PONDING
SOIL COMPOSITION
TEMP. POOL
ELEVATION
PLANTING
ELEVATION
BOTTOM
OF FILL
SOIL MEDIA
BOTTOM OF
CONSTRUCTED
CELL
CELL
TYPE
PLANTING
DEPTH
PLANTINGS
REQUIRED
400/ACRE
MULCH
DEPTH
P-INDEX
% SAND
% FINES
ORGANIC
1
4,066.11 SF
9"
10
85%
10% 1
5%
258.50 FMSL
257.75 FMSL
255.75 FMSL
254.75 FMSLI
GRASSED
1 2'
1 N/A -GRASS
I N/A -GRASS
BIORETENTION NOTES:
DURING CONSTRUCTION OF THE BIORETENTION AREAS THE AREAS WILL
BE INSPECTED WHEN THE SOILS ARE EXCAVATED AND THEN TO ENSURE
THAT THERE IS SUFFICIENT #57 WASHED STONE AND WASHED SAND
PRIOR TO THE PLANTING MEDIA BEING INSTALLED. THEN THE AREAS
ARE TO BE INSPECTED TO ENSURE THAT THE PLANTING MEDIA IS OF
THE PROPER DESIGN MIX PRIOR TO PLANTING OF VEGETATION. THESE
ITEMS ARE TO BE DONE PRIOR TO THE AREAS BEING GIVEN CERTIFICATION
FROM THE REGISTERED PROFESSIONAL ENGINEER.
GRASSED CELL NOTES:
GRASS STAND SHALL BE ESTABLISHED
BY PLANTING SOD ONLY.
GRASS SHALL BE ESTABLISHED USING
8 GRAVEL COMMON BERMUDA SOD.
BIORETENTION CELL DETAIL
NOT TO SCALE
BIORETENTION CELL CONSTRUCTION SEQUENCE
1. WHEN SOILS STABILIZE UPSTREAM FROM BIORETENTION CELLS AND THE STORM DRAINAGE PIPE
IS INSTALLED, CONSTRUCTION MAY BEGIN ON THE CELLS.
2.
SEDIMENT TRAPS THAT ARE IN PLACE AT THE LOCATION OF THE BIORETENTION
CELLS SHALL
BE CLEARED OF ANY SEDIMENT PRIOR TO CONSTRUCTING THE CELLS.
3.
CONTRACTOR SHALL SHAPE THE BIORETENTION CELLS TO MATCH THE SHAPE ON THE PLANS
AND EXCAVATE TO THE PROPER ELEVATION.
4.
WHEN BIORETENTION CELL IS OPEN, PRIOR TO BACKFILLING, THE CONTRACTOR
SHALL KEEP
THE CELL FROM RECEIVING HEAVY FLOWS OF STORM WATER BY DIVERSIONS AND/OR SILT
FENCING OR BY OTHER MEANS ALLOWED BY NCDENR.
5.
PRIOR TO BACKFILLING THE BIORETENTION CELL THE CONTRACTOR SHALL HAVE
THE MEDIA FILL
CERTIFIED AS TO IT'S CONTENTS AND PROPERTY PERCENTAGES OF MATERIALS.
6.
BACKFILL THE CELL IN ACCORDANCE WITH THE PLANS WITH THE APPROPRIATE
FILL AND PIPE.
7.
ONCE BACKFILLING IS COMPLETED, THE MEDIA FILL AND SIDE SLOPES ARE TO
HAVE A GRASS
STAND IS ESTABLISHED.
8.
ONCE COMPLETED CALL FOR THE SYSTEM TO BE ACCEPTED AND CERTIFIED BY
THE PROJECT
ENGINEER AND NCDENR FIELD REPRESENTATIVE.
TOP OF BANK
TOP OF STORAGE
TOP OF MEDIA FILL
----------------------------�
i I
I I
I I
I I
I CLEANOUT (TYP.)
1 SEE SCHEDULE AND
I PLANS FOR SIZE,
I NUMBER AND LOCATION i
I I
I I
I I
1 l
PERFORATED PVC
PIPE SEE PLANS
FOR SIZE AND LOCATION
UNDERDRAIN PIPE DETAIL
NOT TO SCALE
WETLANDS SCHEDULE
WETLANDS
N0.
SA OF
PERMANENT
POOL ELEV.
PERMANENT
POOL ELEV.
DEPTH OF
PONDING
FOREBAY
SHALLOW LAND
SHALLOW WATER
DEEP POOL OUTLET
DRAWDOWN
ORIFICE
AREA
PERCENTAGE
AREA
1PERCENTAGE
AREA
IPERCENTAGE
AREA
PERCENTAGE
1
5125.21 SF
251.75 FMSL
1 12"
523.59 SF
10.22%
2044.79 SF
39.90%
2044.46 SF
39.89%
512.72 SF
10.00%
INLET
PIPE
/ RIPRAP
F/ APRON
FINISH
GRADE
TEMPORARY
POOL
POOL
SHALLOW
LAND
SHALLOW
WATER
4" OF TOPSOIL AT
ALL PLANTING AREAS
IN SHALLOW LAND
AND SHALLOW WATER
SEDIMENT STORAGE
SHALLOW LAND
PLANTINGS (TYP.)
FSHALLOW
LAND
PLANTING NOTE:
NO CATTAILS ARE PERMITTED TO
BE PLANTED IN THE WETLANDS.
WETLANDS DETAIL
NOT TO SCALE
SHALLOW LAND
PLANTINGS (TYP.)
DRAW
DOWN ORIFICE-�
. .,6
PRECAST CONCRETE RISER
YARD INLET WITH 2' OPENINGS
ON ALL SIDES - THROAT AT
TEMPORARY POOL ELEVATION
OUTLET
BARREL--/
ANTI -FLOTATION
TO BE FILLED
WITH CONCRETE
SCH 20 PVC PIPE
® 0.50% SLOPE
TRANSITION FROM
PERFORATED TO
SCH 20 PVC PIPE
AT END OF BMP
6" HIGH OPENINGS
ON ALL SIDES (TYP.)
THROAT
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STORM DRAIN LINE
OUTLET
RISER
8" PVC PIPE
STUBBED INTO
OUTLET RISER
REVISIONS
I NCDENR — DWQ COMMENTS 111/1/111 FDW 1
8" PVC PLUG
SCREW TYPE
— — — Q TEMPORARY POOL ELEVATION
TEMPORARY
8" PVC POOL
TEE
PERMANENT POOL ELEVATION
N
'— PERMANENT
POOL
8" PVC CAP WITH
1.25" DRAW DOWN
HOLE DRILLED INTO
THE BOTTOM
DRAW DOWN ORIFICE DETAIL
NOT TO SCALE
12" MIN.
(TYP.)
WIDTH VARIES
STORM
DRAIN LINE
WETLANDS OVERFLOW
REQUIRES NO COVER
/-24" CAST IRON RING
AND COVER (TYP.)
YARD INLET DETAIL
NOT TO SCALE
NOV - 4 2011
DENR-WATEPDUPLITV
yrv,*DS AND STORMMr►TtRBRN�H
CHAMPFER EXPOSED EDGES
, -CORNER SUPPORTS (TYP.)
6" THICK PRECAST CONCRETE
TOP WITH STEEL REINFORCING
6"x6". W2.1 XW2.1 WWF
ALL STEPS IN MANHOLES ARE
COPOLYMER POLYPROPYLENE
PLASTIC, REINFORCED WITH 1/2"
GRADE 60 REINFORCEMENT
MANHOLE STEPS ® 16" O.C. IF
DEPTH IS MORE THAN 3'-0"
4" OR 8" SOLID CONCRETE BRICK
OR PRECAST CONCRETE BOX
#4 REBAR
12" O.C.E.W.
3000PSI CONRETE
FOUNDATION
COMPACTED
SUBGRADE
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DATE: MAY, 2011
DESIGNED: FDW/TFW
DKAWN: FDW
CHECKED: TKG
ScaF: AS SHOWN
SHEET NO.
D-10
OF:

1 NOW OR FORMERLY
C \ D.B. PARKER AND WIFE
PIN 494660001015
\ ZONED R-20
\ Bioretention Basin #1
Drainage Area = 65,838 SF 1.51 Ac
Buildings = 15,998 SF 0.37 Ac
Sidewalk = 4,442 SF 0.10 Ac
i ; \
Pavement/Curb = 10,752 SF 0.25 Ac
\ Total = 31,192 SF 0.72 Ac
I
I
SCALE: 1" = 30'
30' 0 15' 30' 60'
Stormwater Wetlands #1
Drainage Area = 114,514 SF
2.63 Ac
Buildings =
Sidewalik =
Pavement/Curb =
13,970 SF
4,160 SF
29,355 SF
0.32 Ac
0.10 Ac
0.67 Ac
Total =
47,485 SF
1.09 Ac
Total BUA % =
41.47%
\ Total BUA % = 47.38%
tt5ii i ----
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1 ++\ Sdwk. 2,640 S.F. — —
�♦ -- ---
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♦ \ 5,838 S.F.
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WEDGEFIELD j�il \ ♦� \ ��
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NOW OR FORMERLY
PENNSYL.VANIA TRANSFORMER
PIN 494660001089
DB 284, PG 889
ZONED I
REVISIONS
DESCRIPTION
NOW OR FORMERLY /
VTC INVESTMENTS, LLC
PIN 494660001016/
DB 910. PG 882'
ZONED HC/
DATE
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DESIGNED:
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DRAWN:
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CHECKED:
TKG
SCALE:
1 "=30'
SHEET NO.
DA-1
u ' OF:

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SCALE: 1" = 30'
30' 0 15' 30' 60'
SYM.
REVISIONS
LINE TABLE
LINE
LENGTH
BEARING
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DESIGNED FDW/TFW
DRAWN: FDW
CHECKED: TKG
SCALE: 1 "=30'
SHEET NO.
DA-2
c `� OF:

REVISIONS
SYM. I DESCRIPTION I DATE I BY
i
SCALE: 1" = 30'
30' 0 15' 30' 60'
` \ D.NW OR
B. PARKEROAND RWIFE
` PIN 494660001015
� ZONED R-20
----------------------- --- -
- - ------------- ------
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— — — — — — — — — — — — — _ _
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DB 284, PG 889
PHASE 2 ZONED I
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DATE:
MAY, 2011
DESIGNED:
FDW/TFW
DRAWN:
FDW
CHECKED:
TKG
SCALE:
1 "=30'
SHEET NO.
DA-3
OF:

REVISIONS
DESCRIPTION
LANDSCAPE LEGEND:
DEEP POND
ELEOCHARIS ACICULARIS (ELA)
ELEOCHARIS QUADRANGULATA (ELQ)
g
SHALLOW WATER
PONTEDERIA CORDATA (POC)
p p
roro
JUNCUS EFFUSUS (JES)
PELTANDRA VIRGINICA (PEV)
e
3
SCHOENOPLECTUS TABERNAEMONTANI (SCT)
5
SHALLOW LAND
EUPATORIADELPHUS FISTULOSUS (EFS)
o
PANICUM VIRGATUM (PAV)
s
+++++
CAREX TENERA (CTA)
It
RYHNCHOSPORA COLORATA (RHC)
e�e
PLANT SCHEDULE (WETLAND)
KEY
10TY
11BOTANICAL NAME
ICOMMON NAME
ISIZE
ISPACING
HERBACEOUS PLANTS
ELA
83
Eleochads aciculads
Needle Spikerush 4" pots
18" OC
ELQ
70
Eleochads quadrangulata
Squarestem Spikerush 4" pots
18" OC
HERBACEOUS PLANTS
JES
168
Juncus effusus
Soft Rush
4" pots
18" CHIC
1 63
1 Peltandra virginica
Arrow Arrum
4" pots
24" OC
POC
1 55
1 Pontededa cordata
Pickerelweed
1 gal.
24" OC
SCT
1 111
1 Schoenoplectus tabernaemontani
Soft Stem Bulrush
1 gal.
24" OC
TOTAL
550
HERBACEOUS PLANTS
CTA
234
Carex tenera
Quill Sedge
1 gal.
jig, OC
EFS
90
Eupatodadelphus fistulosus
Joe Pye Weed
1 gal.
24" OC
PAV
165
Panicum virgatum
Switchgrass
4" pots
24" OC
RHC
61
Ryhnchospora colorata
Starrush Whitetop
1 gal.
24" OC
TOTAL
550
OVERALL
1100
11.. DEEP POND PLANTINGS ARE INCLUDED IN THE SHALLOW WATER OVERALL PLANT CALCULATIONS.
SEEDBED PREPARATION:
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF
AVAILABLE.
2. RIP THE ENTIRE AREA TO 6 INCH DEPTH.
3. REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH
AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE
BELOW).
5. CONTINUE TILLAGE UNTIL A WELL —PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED TO
4 TO 6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING
SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED, RE—ESTABLISH FOLLOWING ORIGINAL
LIME, FERTILIZER, AND SEEDING RATES. SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER
SEEDING.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT
COVER IS ESTABLISHED.
PLANT AND LANDSCAPE REQUIREMENTS:
SECTION 9.3.6
MINIMUM PLANT QUANTITIES AND PLANT SIZES PER 200 SF OF SHALLOW WATER AREA:
— 50 HERBACEOUS PLANTS OF AT LEAST 4 CUBIC —INCH CONTAINER
MINIMUM PLANT QUANTITIES AND PLANT SIZES PER 200 SF OF SHALLOW LAND AREA:
— 50 HERBACEOUS PLANTS OF AT LEAST 4 CUBIC —INCH CONTAINER, OR
— 8 SHRUBS OF AT LEAST 1 GAL. CONTAINER, OR
— 1 TREE OF AT LEAST 3 GAL. CONTAINER AND 40 GRASS —LIKE HERBACEOUS PLANTS
OF AT LEAST 4 CUBIC —INCH CONTAINER
SEE STORMWATER WETLAND SUPPLEMENT FOR OVERALI'_ CALCULATIONS AND REQUIREMENTS
FOR THE SHALLOW WATER AND SHALLOW LAND LANDSCAPE.
TEMPORARY SEEDING SCHEDULE:
SEEDING DATE SEEDING MIXTURE APPLICATION RATE
JAN. 1 — MAY 1 RYE (GRAIN) 120 LBS/AC
KOBE LESPEDEZA 50 LBS/AC
MAY 1 — AUG. 15 GERMAN MILLET 40 LBS/AC
AUG. 15 — DEC. 30 RYE (GRAIN) 120 LBS/AC
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LBS/AC GROUND
AGRICULTURE LIMESTONE AND 750 LBS/AC 10-10-10 FERTILIZER (FROM AUG. 15 — DEC.
30, INCREASE 10-10-10
FERTILIZER TO 1000 LBS/AC)
MULCH
APPLY 4000 LBS/AC
STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A
MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS
A MULCH ANCHORING
TOOL.
MAINTENANCE
JAN. 1 — AUG. 15:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED,
REFERTILIZE, AND MULCH IMMEDIATELY FOLLOWING EROSION OR
OTHER DAMAGE.
AUG. 15 — DEC. 30:
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOP
DRESS WITH 50 LBS/AC OF NITROGEN IN MARCH. IF IT IS
NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15,
OVERSEED WITH 50 LBS/AC KOBE LESPEDEZA IN LATE FEBRUARY
OR EARLY MARCH.
NOTE:
USE THE TEMPORARY
SEEDING SCHEDULE ONLY WHEN DATE IN NOT CORRECT TO USE THE
PERMANENT SEEDING
SCHEDULE.
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PERMANENT SEEDING SCHEDULE (EMBANKMENT
SEEDING DATE SEEDING MIXTURE APPLICATION RATE
AUG. 25 — OCT. (BEST) TALL FESCUE 200 LBS/AC
FEB. — APR. 15 (POSSIBLE)
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 4000 LBS/AC
GROUND AGRICULTURAL LIMESTONE AND 1000 LBS/AC 10-10-10 FERTILIZER.
MULCH
APPLY 4000 LBS/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
INSPECT AND REPAIR MULCH FREQUENTLY. REFERTILIZE IN LATE WINTER OF THE
FOLLOWING YEAR; USE SOIL TESTS OR APPLY 150 LBS/AC 10-10-10. MOW
REGULARLY TO A HEIGHT OF 2-4 INCHES.
NURSE PLANTS
BETWEEN MAY 1 AND AUG. 15, ADD 15 LBS/AC SUDANGRASS OR 10 LBS/AC
GERMAN MILLET. BEFORE MAY 1, OR AFTER AUG. 15, ADD 40 LBS/AC RYE
(GRAIN).
NOTE:
PERMANENT SEEDING SCHEDULE IS FOR EXTERIOR SLOPES OF THE DAM AND
INTERIOR SLOPES OF THE DAM (FILL EMBANKMENT) TO NORMAL POOL ELEVATION.
CALL
BEFORE YOU DIGI
Dlg Safely.
1.800-632-4949
NORTH CAROLINA ONE -CALL CENTER
10' 0 5' 10' 20'
SCALE: 1" = 10'
to c rSP`NE
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DATE:
MAR., 2011
DESIGNED:
JWS
DRAWN:
JWS
CHECKED:
REK
SCALE:
1 "=10'
SHEET NO.
L-3
OF:

- - - - - - - - - - - - ---
US HWY 401
t (, � 20 0 1