SW3130303_Plansheet (Set)_20130418

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KINGDOM HALL
OF JEI10VA1 'S WITNESSES -PHASE ONE
VICINITY MAP
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SITE
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E
1 " =1000' S
6723 SECREST SHORT CUT ROAD
UNION COUNTY, NORTH CAROLINA
11-APRI L-201 3
iCI v
ate\
/
10
s
PREPARED BY:
\
SCALE: 1 " =100'
WITHERS & RAVENEL
ENGINEERS I PLANNERS i SURVEYORS
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel,com
LICENSE No. C-0832
CONTACT: LEIGH POTTS [phone]
INDEX OF SHEETS
... .
SITE ■
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. _ _ ■
_ _ _
... ... .
%..-
STORMWATER MANAGEMENT PLAN ■ 1
•
EROSION CONTROL !
■ ■ _ •
• IL I i
�w •kL 4 e-%i
�sr[#tJ4rt3ihat9C�8�loran�u..,��.is•�tvIr-�6,5,q�l�r --
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O �SS10 o -Ires
° �`
° SEAL
u i
�• e n
e 28948
�k CA R
va 2 $
e
1] y� SEAL
,
7 A � �J'+91l� ! i
e 7
r o Al+ �
DEVELOPER/OWNER
I N DIAN TRAIL CONGREGATION OF
JEHOVAH'S WITNESSES
4509 LAWRENCE DANIEL DR.
MATH EWS, NC 27104
(0) 704-622-0591
CONTACT: JON JACEK
5F
L�J
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t ? ` 3 2013
w
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CL
Lj
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Ui

LO 7 5 r, r
PLkT CAB INCT,
H LE 713
10
Lr-.MM C. FE—.—S
w
qI-E 71'3
:3rmK -25s'
PAGF 6"3
TAX V1-0471i.?
N 58-41
Z-
379.77-
11 L L 11 D 1, A, i I ft,'a W177 -A
ARIAIA: ".t"
PROPOSED N 57-46',32- FLAT CAP[OT",
dNIT
GRAVEL DRIVE 13ELD 90[jK P.A
AREA IN RIGHT OF WAY
75' BUILDING SET13ACX OF SECREST SHORTCUT
ROAD=0,153 ACRES
485-09, (6,682 SO. FT.)
1W WIDE WATERLINE
507-1 TOTAL CASEMC"T PER
------ — DEED BOOK 3972,
PAGE 686
"D
7 =
PROP. CONC. SIDEWALK
R5-/�
R=
5' -R=4125'
V PVC FENCE
R=b
PARCEL # 07042003A
o
0 HVAC Ri III nimm
UNITS FFE=632.15
24' fj @ @ — I L
0 6721 SECREST SHORT CUT D
5' SCREEN WALL
NS R=5' W/ ACCESS GATES 3
(SEE NOTE 4)
24- R=25V
001
24'
R=5'
R=5' PROP. CONC, TURNED -/ R=75'
DOWN SIDEWALK
R- 12'
/* .000 R-5 .00 -01 R-276'
R I 0.,Ow. Ln
R-5'y R 15'
TR= 10'
FUTURE
Epw V-6, (;&G
CCE001
F" I ur.'IriASS R=2
, r�; (TYPICAL)
LYV-6I�ICAQ , C&C VOW
SEE SHEETS 3.0
FILM AND 3.OA FOR .7
R=12' m
R=1
R�E
PROPOSED UTILITY
LLJ
INFORMATION R=5 D > R=2
x
cd ID
C4 24' 24'
"X
0
1XX
Bmp #1
/R=35'
R=5'
WET
PROPOSED wt
24'
DETENTION
BASIN La
SITE
DATA TABLE
OWNER:
INDIAN TRAIL CONGREGATION OF
JEHOVAH'S WITNESSES
4509 LAWRENCE DANIEL DRIVE
MATTHEWS, NC 28104
OWNER CONTACT:
.ION JACEK [phone]
TAX PINS.
07042003A & 07042003B
ZONING:
RA-40
SITE AREA;
5.65 AC.
TOWNSHIP:
VANCE
COUNTY:
UNION
STATE:
NORTH CAROLINA
BUILDING AREA
5000 SF
EXISTING USE:
RESIDENTIAL
PROPOSED USE:
CHURCH AND RESIDENTIAL
EXISTING BUILDING AREA:
-1810 SF
PROPOSED BUILDING AREA.,
5000 SF
PROPOSED BUILDING HEIGHT;
-23'-0*
IMPERVIOUS SURFACE:
EXISTING (HOME AND DRIVEWAYS): 0.31 AC
PHASE I PROPOSED: 1.64 AC
FUTURE: 0.70 AC
TOTAL:
PARKING REQUIRED:
1 SPACE PER 4 SEATS
230 SEATS PER BUILDING
58 SPACES REQUIRED PER BUILDING
PARKING PROVIDED (PHASE 1).
91 STANDARD PARKING SPACES PROVIDED
4 HANDICAP PARKING SPACES PROVIDED
(2 VAN ACCESSIBLE)
PARKING PROVIDED
(FUTURE TOTAL: 156 STANDARD PARKING SPACES PROVIDED
7 HANDICAP PARKING SPACES PROVIDED
(3 VAN ACCESSIBLE)
SETBACK REQUIREMENTS: 40: FRONT
40.' REAR
15 SIDES
No.
Revision
Date
I
SUBMITTAL TO UNION COUNTY
9/11/11
_!jL_
GAS
2
SUBMITTAL TO UNION COUNTY
10/24/11
GAS
3
PER COUNTY COMMENTS
03 20 12
ALP
4
PER COUNTY COMMENTS
11
ALP
5
PER COUNTY COMMENTS
12/03/12
ALP
620
621
717 — — — ---- --- '0*'
lEww, 1 1
row
66.02'
I
7 -
II
II I
15- SANITARY
SEWER Rt(W
PER PLA
z
H.
FILET
530
iVILMFORARY
CONSTRUCTION
E
EASEMENT
PER PLAT
CABINET H,
FILE 530
L
SITE NOTES_
1. NO DUMPSTER IS PROPOSED WITH THIS PLAN. TRASH
WILL BE HANDLED BY STANDARD CURBSIDE BARREL PICKUP
BY THE COUNTY.
2. ALL RADIUS ARE TO EDGE OF PAVEMENT UNLESS
OTHERWISE NOTED.
3. CONTRACTOR SHALL REFER TO NCDOT DRIVEWAY PERMIT
AND ENCROACHMENT AGREEMENT(S) PRIOR TO BEGINNING
WORK WITHIN R/W OF SECREST SHORTCUT ROAD (SR
1501).
4. SCREEN WALL SHALL CONSIST OF A BRICK FACING THAT
MATCHES STYLE AND COLOR OF MAIN BUILDING STRUCTURE
WITH OPTIONAL WHITE ALUMINUM GATES IN FRONT OF EACH
WAC UNIT FOR ACCESS PURPOSES. REFER TO
ARCHITECTURAL DRAWINGS FOR DETAILS AND DIMENSIONS
ON THE SCREEN WALL, COLUMNS, AND GATES,
5. NO WETLANDS OR SURFACE WATERS ON SITE.
Designer
W&R
Scale
1 30'
Drawn By
Date
JET
5/113 I 1
Checked By
job No.
DM
0209060.0
R=5'
REMOVE OLD -
GRAVEL DRIVE
C4
=5 .
150,02'
S 50"29'30* w 1234,94- TOTAL
F.
00
01 0
jIC
PAVEMENT
DESIGN FOR
PARKING LOT
TRAVEL AISLE
1.5' SF9.5A
8* ABC
PARKING STALLS
1.5- SF9.5A
6" ABC
KINGDOM HALL OF
JEHOVAH'S WITNESSES
Indian Trail Union County
POINT OF COMMENCEMENT
NCCS-COBS STATION
"NCMR"
N: 451,838,56
E: 1,543,581.23
U.S. SURVEY FEET
ELEVATION= 573.06
R=5
SEE SHEETS 3.0
AND 3.OA FOR Rmmio'
PROPOSED UTILITY
INFORMATION
A01
,312.00!
. ...... S 50'26'50" W
REMOVE THE LINE
OF EXISTING 4"x4"
FENCE POSTS (NO
FENCE PANELS)
North Carolina 11
BMP #2
PROPOSED
STORMWATER
WETLAND
NJ
8WIDE BERM --Elev. 628,50
see
15' BUILDING SETBACK
t
22.03
1 66.01' 55,91' 50-961 1 h
2F'VL7 525,00' TOTAL __
-4-- - r
J-
1 VT "
OT I i 1DT 2
�'LAFI A31NET L
EXISTING GRAVEL ACCESS
DRIVE LOCATED ON
' SANITARY
ARBOR GLEN LOTS TO BE 15SITE BEP404 MARK
SEWER R/W
ABANDONED ONCE NEW PER PLAT TOP OF CONCRETE ACCESS TO EXISTING CABINET H. ELMONUMENT EVATIL;
ON -627.47
STRUCTURE IS INSTALLED. FILE 530
IIII
30'TEMPORARY
CONSTRUCTION
EASEMENT
PER PLAT
CABINET H.
FILE 530
r
to
::T
")f m ii" th'%
C -.%
A ROZ
1 ss�o ?9
EAL
GRAPHIC SCALE p 28948 f t'f
30 0 15 30 60
1 inch = 30 ft.
SITE PLAN
WITHERS RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
111 MacKenan Drive Cary, North Carolina 27511 teh 919469-3340 www.withersravenel.com License No. C-0832
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LT I TAX007n424�2
rn
0
Sheet No.
7 T
14
D -L

\ _ RIP RAP DISSIPATO
SEE DISSIPATOR CE-
,. . <C
E r rA F - F.
f iir-f
�V 'l .l. +
41 625.21
STORMWATER ACCES �0��
& MAINTENANCE EASEMENT 0`1 y f`
Y �
f
fI
s
15 OFF —SITE STORM DRAINAGE
EASEMENT TO BE ACQUIRED FROM - on t
ADJACENT PROPERTY OWNER
-t f'
A
f
' � u
1 _
END `GRASS SWALE AT POINT INSTALL GRASS SWALE -
O
WHERE NATURAL TER AIN WILL S OPE TO
CONVEY RUNOFF TO EXISTING STORM DAYLIGHT, 88%
T,V' DITCH
W/ 3:1 SIDE SLOPES
CHANNEL WITHOUT ENCROACHING s�
ON LOT, 223
624 V I - y
`t-5'SANITARY
I l SEWER EASEMENT I I I I
sl
rr
I
I cl ,
4 I I \ I I I
BMP#1 -WET DETENTION POND
1 "= 2 0'
WET POND (BMP #1) PLANT SCHEDULE
SHALLOW LAND
(NORMAL POOL TO 6" ABOVE) = 11609 S.F. 50 HERB. PLANTS / 200 S.F. (1,609 S.F.) — 403 PLANTS
PLANT TYPE
QIY
KEY
I BOTANICAL NAME
COMMON NAME
ROOT
CALIPER
HEIGHT
NOTES
HERBACEOUS
61
Asclepias incarnata
Swamp Milkweed
CONT.
4" Pot
24"0-C.
101
Carex stricta
Tussock Sedge
CONT.
4" Pot
24" O.C.
61
Eupatorium purpureurn
Joe-pye weed
CONT.
1 4" Pot
24" O.C.
79
Hibiscus moschcutos
IRose Mallow
CONT.
4" Pot
1
24" O.C.
101
Lobelia cardinalis
I Cardinal Flower
CONT,
4" Pot
1
24" O.C.
SHALLOW WATER (NORMAL POOL TO 6" BELOW) = 1,283 S.F- 50 HERB. PLANTS f 200 S.F. (1,283 S.F.) - 321 PLANTS
PLANT TYPE
QIY,
KEY
BOTANICAL NAME
COMMON NAME
ROOT
CALIPER
HEIGHT
NOTES
HERBACEOUS
48
Iris versicolor
Blue Flag Iris
CONT.
4" Pot
24" O.C.
46
Juncus effusus
Soft Rush
CONT.
4" Pot
24" O.C.
81
Pontedaria eordata
Pickerelweed
CON 1.
4" Pot
24" O.C.
63
Saururus cemuus
Lizard's tail
CONT.
4" Pot
24" O.C.
81
Schoenoplectus tabernaemontani
Softstem Bulrush
CONT.
4" Pot
r
24" O.C.
No.
Revision
Date
B
1
SUBMITTAL TO UNION COUNTY
9/1 11
GAS
2
SUBMITTAL TO UNION COUNTY
10/2a 11
GAS
3
PER COUNTY COMMENTS
03/20/12
ALP
4
PER COUNTY COMMENTS
11/21/12
ALP
Designer
W&R
Scale
1 " - 20'
Drawn By
Date
JET
5 13 11
Checked By
Job No.
DM
0209060.0
� KINGDOM HALL OF
JEHOVAH'S WITNESSES
Indian Trail Union County
/R
-6r3o -
DI#15
1/2" PREFORMED JOINT
FFILLER, 12" WIDE
NOTE:
4" DIP
DRAWDOWN
DEVICE SHALL
BE CONSTRUCTED
WITH
BOTTOM
DRAIN AND
GATE VALVE IN
THE RISER.
4" PVC CREW TYPPLU
FOR MAINT &ANC
AND CL ANOUT
627.75 TOP OF SLAB
626.50 CREST
4" x 4- TEE—, U I-
GRATE & FRAME
.,--PRECAST TOP SLAB W/ GRATE
1 -,3" VOID SPACE L I
n �0 16 O.0
7
JOINT SEALED WITH A —LOCK NEOPRENE
GASKET CAST IN MANHOLE WALL
10—RING' GASKETED
24" CLASS III RCP
4;'. PVC CAP W/----"
* 1.5" ORIFICE °
NOTE:
AT FROM BASE ORTS Q GATE VALVE GROUT EACH SIDE (TYP.)
TEMPORARY SKIMMER ATTACHMENT PAV D _ 4'X4' PRECAST RCP BOX
FOR EROSION CONTROL AL ° INVERT
620.00 DRAWDOWN OUTLET a
�i\i�i\":XN �i�i�i�i
- C-E%j Q• o a- aQ' Q-
%
*ORIFICE SHALL BE PLUGGED OR NOT INSTALLED WHILE
BMP IS USED AS AN EROSION CONTROL DEVICE.
ELEVATION SECTION \IJ
FEgARING CAPACITY
ENEATH COLLAR SEE BMP SECTION FOR SIZING DATA
TYPICAL ANTI -SEEP COLLAR
NTS
North Carolina II
CREST EL. —
RISER & DRAWDOWN DEVICE DETAIL
TOP SLAB
WATER LEVEL DURING STORM TOP OF DAM
I TEMPORARY SKIMMER
TOP OF RISER
i-
-- ( PEAK FLOW ATTENUATION POOL RISER a
I� FOREBAY PERMANENT POOL 10:1
- 10' WIDE VEGE TA TED SHELF TO
~ 10, EXTEND TO A DEPTH OF s ABOVE
1 PERMANENT AND BELOW THE PERMANENT POOL
j�I : � � POOL DEPTH VEGETATED
— I 1 f 77 j BOTTOM SHELF
�� � � � � ► n- __ 1 � I- —III_.:_= I =: ---i I
EARTH DAM
--
-! I 1 __-__ I! 1 �----•' I!•----- t I I -- I I I �� 1` I� :! I I!
ANTI -FLOATATION DEVICEr
I� li Ifi--����
! II
I
ANTI -SEEP COLLAR
I I P—
BMP CROSS SECTION �I
NTS G-RING RCP OUTLET PIPE
DIMENSIONS
ELEV.
NORMAL POOL
6,513 SF
625.50
SHWT
625.60
TOP OF DAM WIDTH
10 FT.
628-00
RISER
4' x 4' (I.D.) BOX
626.50
DRAWDOWN ORIFICE
1.5" DIA.
625.50
OUTLET PIPE INVERT IN
24" RCP
624.00
OUTLET PIPE INVERT OUT
24" RCP
623.75
NOTE: VENT
OFFSET OVER SKIMMER MAY VARY SLIGHTLY
& DRAWDOWN FROM ILLUSTRATION
6" PRECAST CONCRETE
TOP SLAB W/ GRATE
PRECAST REINFORCED
TOP SLAB DETAIL
NTS
STORMWATER MANAGEMENT PLAN
SCREEN ACCESSIBLE
THROUGH DOOR
`---FLOAT
OUTLET END; CONNECTION
TO OUTLET PIPE OR RIS
BARREL PIPE LONGER THAN SHOWN
91 NOT INCLUDED WITH SKIMMER SUPPLIED
BY USER.
FLEXIBLE JOINT
TEMPORARY BMP SKIMMER DETAIL
GRAPHIC SCALE
20 0 10 20 40
1 Inch — 20 h.
.Yr r
'VU ill y�vifi
li q(
WITHERS & RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel-cum License No. C-0832
NTS
Sheet No.
6.0
--. - nR i �i a t
1
t n r I t ", 11 r

�y
Tr v r v��vvvs s
I
,,=632.15
SHORT CUT ROAD
C?#23
SEE DISSIPATOR CHART (T _) DRAWDOWN ( -
i T 2-1
s kB1F,,'LT
I I I
I I I I 1 I
I
BMP#2 - CONSTRUCTED STORMWATER WETL
CONSTRUCTED WETLAND (BMP #2) PLANT SCHEDULE
AND POND
1 20'
SHALLOW LAND (0" - 9" ABOVE NORMAL POOL) = 21118 S.F. 50 HERB. PLANTS / 200 S.F. (1,588 S.F.) — 397 PLANTS
(75% TO BE PLANTED WITH HERBACEOUS PLANTS, 2.5% SI IRUBS) 8 SHRUBS / 200 S.F. (530 S.F.) — 22 SHRUBS
PLANT TYPE
QTY
KEY
BOTANICAL NAME
COMMON NAME
ROOT
CALIPER
HEIGHT
NOTES
HERBACEOUS
132
Carex stricta
Tussock Sedge
CONT,
4" Pot
24" O.C.
132
Hibiscus moscheutos
Rose Mallow
CONT.
4" Pot
24" O.C-
133
Lobelia cardinalis
Cardinal Flower
CONT.
4" Pot
24" O.C_
SHRUBS
8
1 Aronia arbutifolia
Red Chokeberry
CONT.
1 Gal,
1 12"-1 Boo36"
O.C.
7
Cephalanthus occidentalis
Buttonbush
CONT.
1 Gal.
1 12"-18"
1 36" O.C.
7
1lex glabra
Inkberry
CONT.
1 Gal.
1 12"-18"
1 36" O.C.
SHALLOW WATER (0" - 3" BELOW NORMAL POOL) = 2,139 S.F. 50 HERB. PLANTS / 200 S.F. (2,139 S.F.) - 535 PLANTS
PLANT TYPE
QTY
KEY
BOTANICAL NAME
COMMON NAME
ROOT
CALIPER
HEIGHT
NOTES
HERBACEOUS
$1
Iris versicolor
Blue Flag Iris
CONT.
4" Pot
24" O.C-
81
Juncus effusus
Soft Rush
CONT.
4" Pot
24" O,C.
133
Pontedaria cordata
Pickerelweed
CONT.
4" Pot
1
1 24" O.C.
107
Saururus cemuus
Lizard's tail
CONT.
4" Pot
1
24" O.C.
133
Schoenoplectus tabemaemontani
Softstem Bulrush
CONT.
4" Pat
24" O,C.
No.
Revision
Date
B
1
SUBMITTAL TO UNION COUNTY
9/ 1 / 1 1
GAS
2
SUBMITTAL TO UNION COUNTY
10/24/11
GAS
3
PER COUNTY COMMENTS
3/20 12
ALP
1 4
PER COUNTY COMMENTS
11 21/12
ALP
Designer
W&R
Scale
1- 20-
Drawn By
hate
JET
5 13 1 1
Checked By
job No.
DM
0209060.0
SHALLOW LAN
TEMPORARY POOL=627.20
TEMPORARY SKIMMER FOR 2 - 90' BE
EROSION CONTROL ONL
'ERMANENT POOL W 626.50
I I,
.1110
hIII=I� _III—
TOPSOIL
I I I ' III 1 1 Ir' 11 11 1I if
SHALLOW WATER Z
DEEP
DRAWDOWN ORIFICE
( SEE TABLE )
SEE
TOP OF DAM 628.50
HIGH FLOW SPILLWAY 627.75
PRIMARY SPILLWAY 627.20
I_
626.50 Iljlll' I
I=- 7 I
-11111ii11� f ,, =I
i
II11 ONCII BLLOCKING -1
L� �
h-o I
I I — II—IITI lil IiII_i! 625.80 "x6" TEE
42 LF 6" DIP 6 0.647
RIP RAP DISSIPATOR PAD
SEE DISSIPATOR DESIGN
CHART (SHEET 10)
_625.53
CROSS SECTION AT DRAWDOWN
CROSS SECTION @ DRAWDOWN
NOT TO SCALE
DIMENSIONS
ELEV.
NORMAL POOL
5,300 SF
626.50
SHWT
626.30
TOP OF DAM WIDTH
8 FT.
628.50
DRAWDOWN ORIFICE
2" DIA.
626.50
OUTLET PIPE INVERT IN
1" CAP/ 6" DIF
625.50
OUTLET PIPE INVERT OUT
6" DIP
625.30
PRIMARY SPILLWAY
2 FT.
627.20
HIGH FLOW SPILLWAY
10 FT.
627.75
i
TURF REINFORCEMENT MATTING
NORTH AMERICAN GREEN TYPE SC-250
(OR APPROVED EQUAL)
WETLAND AREA LEGEND
3
1
SHALLOW LAND [0 TO 9" ABOVE NORMAL POOL] (-40%) -- 2,118 5F
y W
SHALLOW WATER [0 TO 3" BELOW NORMAL POOL] (-40%) — 2,139 SF
DEEP POOL [18" TO 24" BELOW NORMAL POOL] (,20%) — 1,043 SF
KINGDOM HALL OF
JEHOVAH'S WITNESSES Indian Trail Union CounNorth Caro inai
12r
"3'"''j 3
j�'
11 11
SPILLWAY DETAIL
NOT TO SCALE
STORMWATER MANAGEMENT PLAN
`-FLOAT
NECTION
OR RIS ��e
----BARREL PIPE LONGER TH
NOT INCLUDED WITH SKI
BY USER.
FLEXIBLE JOINT
PORARY BMP SKIMMER
r f i.4• L fl 'v'' i I- .. � Iy i
GRAPHIC SCALE
20 a to 20 3�30 S/��3 .
S br13/ ,3 -
1 inch — 20 h.
WITHERS RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel.com License No. C-0832
NOTE: VENT
SKIMMER MAY VARY SLIGHTLY
FROM ILLUSTRATION
NOTE: SPILLWAY, SKIMMER AND OUTLET PIPE SHALL
BE INSTALLED PRIOR TO THE BEGINNING
OF OVERALL SITE GRADING AND SHALL BE
UTILIZED AS A SEDIMENT CONTROL DEVICE
DURING SITE CONSTRUCTION. ONCE SITE
HAS BEEN STABILIZED AND GRADING IS
COMPLETED THE BASIN SHALL BE CLEANED
OUT AND STABILIZED. THE SKIMMER DEVICE
SHALL BE REMOVED AND CAP SECURED ON
TEE TO BLOCK FLOW.
- TOP OF DAM = 628.50
-11GH FLOW SPILLWAY 627.75
PRIMARY SPILLWAY 627.20
SCREEN ACCESSIBLE
THROUGH DOOR
OUTLET END; CON
TO OUTLET PIPE
AN SHOWN
MMER SUPPLIED
TEM DETAIL
NTS
CA
y� NcC.....RO0�•,.
AV
Is -
Sheet No.
6.1
� � / �
1 { I
I
� � I 1 I i IFT 1.� !. I TT y f 1! ,�f '.Ii�S �'f 1._�.�.*
-11 S l- �. +1
. - � !,'_ i�'i •i
�. � I y i i iR if t
++I�►'
I
I + y' t r
y t F
+iF 4
!'.-
+, +
°
l; S

Smoothy tllend Design top width
contact am - --- -
PROJECT NARRATIVE
EROSION CONTROL NOTES fhCIP VOi l73 S �_3
r.
VARIABLE AS DIRECTED I3Y THE ENGINEER
MIN, 10 GA.
UNE WKS
12-1/2 ti11
MATE
sRn PM
rl� rIR rwc
M�we aoAl
FRONT VIEW
STEEL POST
WOVEN 1ARtE FABRIC
I SILT FENCE OEOTEXTILE FABRIC
-USE SILT FENCE ONLY WHEN DRAINAGE AREA .
DOES NOT EXCEED 1/4 ACRE AND NEVER IN ¢ I Flu SLOPE
AREAS OF CONCENTRATED FLOW
-END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
E + GRADE
FOR REPAIR OF SILT � R
FENCE FAILURES, USESMY
No. 57 WASHED STONE. EXTEND WIRE it LOL INTO 1REM04
FOR ANCHOR WHEN SILT i AND ANCNOR SMT AS
FENCE IS PROTECTING : DIRECTED BY ENGIKER •
CATCH 5ASIN.
SIDE MEW
STANDARD TEMPORARY SILT FENCE
FAIL, .- in
1
PLAN Vltw
- L�pre
a
:ATER
new
sl CTION'A-A'
1. L + TIE LENCT14 OF THE RMAP AMOIL
2• a - 1.5 TREE THE MAIMMUM STONE DIAMETER WT NOT
LM ,ww a (N*:FCs)L
S A nLTER GLANIMT OR FILTER FAl M0 9CULD BE
UWALL0 tE71EEN THE ItMM !WD SOIL F01,111If1AT,OM.
STANDARD PIPE OUTLET TO FLAT AREA
NO WELL-DEFINED CHANNEL
NOTES
a. GRAVEL PAD TO BE ,2'x 50 AND V THICK MINIMUM
b- TURNING RADIUS SUFFICIENT TO
ACCOMMODATr LARGE TRUCKS IS TO BE
PROVIDED.
/
e- ENTRANCE(S) SHOULD BE LOCATED TO
I
PROVIDE FOR MA&MLIM UTILITY BY ALL
CONSTRUCTION VEHICLES.
H- MUST BE MAINTAINED IN A CONDITK)k
WHICH WILL PREVENT TRACKING OR
DIRECT FLOW aF MUD ONTO STREETS.
PERIODIC TOPDRESSlNG WITH STONE
SILL BE NECESSARY; KEEP SOME MMDY.
a, ANY MATERIAL WHICH STILL MAKES IT
ONTO THE ROAD MUST SE CLEANEO UP
IMMEDAULY_
NOTES: APPLICABLE Al ALL PCINTS OF
INGRESS & EGRESS uNTIL SITE IS
STA91LIZE0, FREQUENT CHECKS OF
THE DFmC£ AND TIMELY
MWNTCNAr,GE MU5T a£ PROVIDED.
TEMPORARY CONSTRUCTION ENTRANCE
NO.1
Revision
Date
I B
1
SUBMITTAL TO UNION COUNTY
9 1/11
1 GAS
2
SUBMITTAL TO UNION COUNTY
1024/11
CAS
3
PER COUNTY COMMENTS
03/20/12
ALP
4
PER COUNTY COMMENTS
11/21/12
ALP
5
PER COUNTY COMMENTS
12/03/12
ALP
CRAM
OLU ►laIC
via"
aw ell[ race me AMOK am 'mw r a www ew or
jlppll ao r*NK �eror
CT10N VIEW
SILT FENCE OUTLET
--------
w"TIAlli 6 COeICJtETE BLOdt
V
CONST!3WCTION SPErIFICATIOS-��
--
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE
-------'
ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL
--�
DRAINAGE. THE FOUNDATION 94MD K EXCAVATES
AT LEAST 2 iNCHES BELOW THE CREST OF THE ST
DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST -
°
THE EDGE OF TFIE STORM DRAIN FOR LATERAL SUPPORT
AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS,
r
IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT
ROWS BY PLACING 2 X 4 WOOD STUDS THROUGH
$1 SLOPE. =AM! FILTER
BLOCK OPENINGS.
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE
Mw scFak
WIRE ME5H WITH 1/2-NCH OPENINGS OVER ALL
TEMPORARY SEDIMT
BLocK OPENINGS TO HOLD GRAVEL IN PLACE.
pm DEMtlLIEMC
3. USE CLEAN GRAVEL 3/4- TO 1/2-INCH IN
ALL •� ; � ; '_ .4
�:
T
DIAMETER, PLACED 2 INCHES BROW THE TOPMIOL
'
'w•.,
OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND
MA,11•
: MAX
ys
SMOOTH IT TO AN EVEN GRADE. DOT #57 WASTED
11
STONE IS RECOMMENDED,
I � r4A
SEDRIENT
BLOCK AND GRAVEL
DROP INLET PROTECTION
Designer
WdER
Scale
1' 20`
Drawn BY
Date
JET
5 13 t 1
Checked By
Nob No.
DM
0209060.0
Esc
1. L ■ THE UMTH OF THE NIPRAP APF4K
2. A . 1.5 TI E$ THE MAXMUM STONE DIAMETETt BUT NOT
LEM THAN v (0404M
S IN A WELL-DEFW-D OW&IEL. Jx1EM TIE APRON UP THE
OtAMM BNRCS TO AN EMVATCH OF 6' (NDIES) ABO,IE
THE MAVMUM TAL*ATE•R DEPTH OR TO TIE TOP OF TIE
11AI0. 06DIMIlt IS UVA
L
4. A FILTER OLAWKT OR FILTER FABRIC SHOLAD IE
INSTALLED KTIEEN THE R~ AND SOIL FOLMDATlOW
pp-
��i : ��i� ��f• 7
KIMA .. . P
Design thickness
GRAVEL BEDDING
OR MTER FABRIC
depth
I I 711
T
_11-1 I� III Ir=EI Ei� l;
Design thickness
V-SHAPED RIPRAP CHANNEL
Design depth
Smoothy hand
contact oreo TRAPEZOIDAL RIPRAP CHANNEL GRAVEL BEDDING
OR FILTER FABRIC
Design top width
Design depth _ I f 1-1
Design thickness
Design thickness NOTES:
�_-� -i TO BE USED WHERE EXCESSIVE STORUWATER
GRAVEL. REDWNG VELOCITIES PRONIBR VEGETATIVE LININGS.
OR FILTER FABRIC SIZE OF STONE MUST BE DETERMINED BY
APPROPRIATE DESIGN PROCEDURE.
PARABOLIC -SHAPED RIPRAP CHANNEL
RIP RAP LINED CHANNELS
9` UitN. I 1.5* MIN.
Fitter 1o11ric
A Stone should be placed over
the channel banks to keep water
Class T or B from cutting around the doers.
Erosion Control
Fitter fol
a
tar
SECTION A -A
STONt CHECK DAM
NXIM
1. CONSIMIICT TINE ENTRANCE TO TW UM DRAM OF A STANDARD
nAR -40 SECTION OF PIPE YoTN A M 4ww a -MEN METAL TOE
RATE rqp! 710N MNIX ALL FIT,MOS WWATERT1dIT, A
STARS P-01 FIT MAY ALSO BE USED AI lt# MAET.
I USE AN EARTIEN IH4E1t40N TO t1WECT RWACE RlslalT INIG
Be TE►PDRARr 5WPE DRAft MANE THE M10tT OF TrE KM OVER
THE DRAM CONIMI A W1011 Al aF 1A F, AND AT LEAST s M4ES Hold-dowrM Stakes
NMd M THAN THE AWOMNG WJIM OIL EITHER SIDE
TIE Wei F'WT OF tK WRN N SM SH61LD at A M1M1AAt ar
I FT
ABOVE THE TOP Or TrE a11AW sip THAT DE91011 IlOw CAN rrKEL'r
ENTER THE PPE.
3• PROTECT RIE OUTLET OF THE S"c 11RAO rmw ER090" NTH
RwRAP OISS�ASDR 1Q' Spocin n
Plost;c
Corrogited
Pipe
k
Stobli ize
Outlet G^ f
J­
7HIiiT
level sect•ETr .�. w��x+"'" , ,...
Cross --Section View
Pion View
Stondord T--section
STANDARD TEMPORARY SLOPE DRAIN
STORMWATER BASIN WITH SKIMMER
RISER STAUCTtAi[
57':1 "STS IOLANTITY
SKIMMER !SIZE '1:P.;
SiO.r� iNFRGY
�ISSIPAiOR
PLASTIC SLOPE DFiAiN
-_ -
'-�eFwRAYV ^R
?ER+Tk1:EhT :7TEK
C'Q-,9 F; == OAF:LEs - -
sSFF RCAU*4Y STA4-,9
apt*:V, ND..540.D:I
PLAN. VIEW
-.- Nfl00 S[AKr
a>s
k.°AxK�NY ur'u aesr EMBANKMENT
CIA sTaxt-,mr �
9K]
CLASS I
(1' . 4' . V 01N. )
NOTES
1. SEED AND PLACE MATTI
2. INSTALL A YINIRUM OF
3. INSTALL SKIMMER AND
KINGDOM HALL OF
JEHOVA'S WITNESSES
Indian Trail Union County
SECTIONAL VIEW
ON TNTRIOR AND EXTF-RIOR SIDESLOPEE
N ACCOOANCE WITH ROAl2WAY $TD. DRAM
TURF 0 DIRECTLY INTO EMBANKMENT 1
6 FT BETWEEN THE SKIMFR AND COUF
MAY BEREPLACED BY FILTRATION GEOTE
REPRrSNT THE FREEBOARD AND SHOULD
North Carolina
BOTTOM OF BASIN.
MIN1111l NaT
THIS PROJECT CONSISTS OF THE SITE CONSTRUCTION FOR THE KINGDOM HALL
OF JEHOVAH'S WITNESSES CHURCH FACILITY. THE PROJECT IS LOCATED ALONG
SECREST SHORT CUT ROAD (SR #1501) JUST NORTH OF SOUTHWINDS TRAIL
DRIVE IN UNION COUNTY, NORRTH CAROLINA.
THE CONTRACTOR SHALL FAITHFULLY FOLLOW THE CONSTRUCTION SEQUENCE
AND MAINTAIN ALL EROSION CONTROL MEASURES AND DEVICES. ADDITIONAL
EROSION CONTROL MEASURES MAY BE REQUIRED BY THE ENGINEER OR THE
LAND QUALITY SECTION OF THE. NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES, IF WARRANTED, a.
SEDIMENT RUNOFF IS TO BE CONTROLLED BY SILT FENCE, SKIMMER BASINS,
AND TEMPORARY DIVERSION DITCHES AS SHOWN ON THE PLANS.
MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENTATION CONTROL PRACTICES WILL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT
IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS HILL BE
MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
2. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP INLET PROTECTION
DEVICES WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50 FILLED.
GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO
LONGER DRAINS PROPERLY,
3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES
ABOUT 6-INCHES DEEP AT THE FENCE. THE SILT FENCE WILL BE REPAIRED
AS NECESSARY TO MAINTAIN A BARRIER,
4. INLET PROTECTION DEVICES SHALL BE INSPECTED AFTER EVERY RAINFALL
EVENT. DAMAGED SILT FENCE SHALL BE REPLACED AND GRAVEL SHALL BE
CLEANED OR REPLACED WHEN INLET NO LONGER DRAINS PROPERLY,
5. ALL SEEDED AREAS WILL BE FERTILIZED, RE SEEDED AS NECESSARY, AND
MULCHED ACCORDING TO THE SPECIFICATIONS IN THE VEGETATIVE PLAN TO
MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
NSTRUCTION SEOUENCf
1. OBTAIN A LAND DISTURBING PERMIT FROM THE NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF LAND QUALITY,
2. FLAG THE CLEARING LIMITS.
3. HOLD PRE -CONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO STARTING
CONSTRUCTION.
4. INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, SKIMMER BASINS, DIVERSION DITCHES
AND OTHER MEASURES AS SHOWN ON THE PLAN. CLEAR ONLY AS NECESSARY TO
INSTALL THESE DEVICES. SEED TEMPORARY DIVERSIONS, BERMS AND BASINS
IMMEDIATELY AFTER INSTALLATION.
5. BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. ROUGH GRADE
SITE.
6. INSTALL UTILITIES AND STORM SEWER, AS SHOWN, AND PROTECT INLETS WITH BLOCK
AND GRAVEL INLET CONTROLS, SKIMMER BASINS OR OTHER APPROVED MEASURES AS
SHOWN ON THE PLAN.
7. FOLLOWING STORM SEWER INSTALLATION, REMOVE TEMPORARY DIVERSIONS THAT
INTERFERE WITH ROADWAY CONSTRUCTION AND REROUTE RUNOFF TO
APPROPRIATE STORMWATER INLETS PER THE GRADING PLAN. BEGIN FINAL ROADWAY
CONSTRUCTION. BUILDING. ETC.
S. CLEAR REMAINING PROJECT LIMITS AND BEGIN GRADING OPERATIONS.
9. INSTALL REMAINING STORM DRAINAGE AND INLET PROTECTION.
10. COMPLETE FINAL GRADING FOR ROADS, BUILDING PAD, AND PARKING. STABILIZE SITE
AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITH VEGETATION. PAVING, DITCH
LINING(S), ETC. SEED AND MULCH DENUDED AREAS ACCORDING TO THE STABILIZATION
SCHEDULE BELOW.
11. INSTALL PERMANENT VEGETATION, LANDSCAPING, AND MULCHING.
12. WHEN ALL AREAS ARE STABILIZED COMPLETELY, REQUEST SITE INSPECTION BY THE
EROSION CONTROL INSPECTOR.
13. IF SITE IS APPROVED, CONVERT SKIMMER BASINS TO PERMANENT BMP CONFIGURATION
AS SHOWN ON THE STORMWATER MANAGEMENT PLAN, AS DIRECTED, REMOVE
TEMPORARY DIVERSIONS, TREE/SILT FENCE, ETC. AND SEED OUT OR STABILIZE ANY
RESULTING BARE AREAS. ALL REMAINING PERMANENT EROSION CONTROL DEVICES,
SUCH AS VELOCITY DISSIPATORS. SHOULD NOW RE INSTALLED,
14. REQUEST FINAL APPROVAL OF GROUND COVER BY THE EROSION CONTROL INSPECTOR.
OBTAIN A CERTIFICATE OF COMPLETION.
C� KPILE AREA MAINT DANCE REQUIREMENTS
I. SEEDING OR COVERING STOCKPILES WITH TARPS OR MULCH IS REQUIRED AND WILL
REDUCE EROSION PROBLEMS. TARPS SHOULD BE KEYED IN AT THE TOP OF THE
SLOPE TO KEEP WATER FROM RUNNING UNDERNEATH THE PLASTIC. IF A STOCKPILE IS
TO REMAIN FOR FUTURE USE AFTER THE PROJECT IS COMPLETE COULDERS. ETC.), THE
FINANCIAL RESPONSIBLE PARTY MUST NOTIFY NCDENR LAND QUALITY OF A NEW
RESPONSIBLE PARTY FOR THAT STOCKPILE.
2. THE APPROVED PLAN SHALL PROVIDE FOR THE USE OFD SEEDING AND
MULCHING ON A CONTINUAL 13ASIS WHILE THE STOCKPILEI IN USE.
3. ESTABLISH AND MAINTAIN A VEGETATIVE BUFFER AT THE TOE OF THE SLOPE (WHERE
PRACTICAL).
GROUND STABILIZATION
SITE AREA STABILIZATION STABILIZATION TIME
DESCRIPTION TIME FRAME FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITCHES
7 DAYS
NONE
AND SLOPES
' HIGH QUALITY
WATER (HQW)
7 DAYS
NONE
ZONES
IF SLOPES ARE 10' OR
SLOPES STEEPER
7 DAYS
LESS IN LENGTH AND ARE
THAN 3:1
NOT STEEPER THAN 2.1,
14 DAYS ARE ALLOWED
SLOPES FLATTEN:
7 DAYS FOR S Ot'E5
THAN 3:1
14 DAYS
GREATER THAN 50 FELT IN
LENGTH.
ALL OTHER AREAS
NONE
WITH SLOPES
14 DAYS
(EXCEPT FOR PERIMETERS
FLATTER THAN 4;1
AND HQW ZONES)
Extensions of time may be approved by the pennitt'ing authority based
on weather or other site -specific conditions that make compliance
impracticable. (Section ]1.B(2)(b))
EROSION CONTROL DETAILS......
T. ALL LAND DISTURBING ACTIVITIES SHALL BE CONDUCTED IN ACCORDANCE WITH EROSION AN
SEDIMENT CONTROL STANDARDS AND PRACTICES PRESCRIBED BY THE LAND QUALITY SECTION OF
NCDENR.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL TEMPORARY SEDIMENTATION AND
EROSION CONTROL DEVICES SHOWN ON THE APPROVED PLAN.ALL AREAS DISTURBED DURING
CONSTRUCTION SHALL BE STABILIZED WITH TEMPORARY SEEDING AND MULCHING ACCORDING TO THE
STABILIZATION SCHEDULE BELOW.
3. PERMANENT SEEDING, MULCHING AND GROUND COVER SHALL BE APPLIED ACCORDING TO THE
STABILIZATION SCHEDULE BELOW.
4. SLOPES SHALL BE NO STEEPER THAN 2:1, PREFERABLY FLATTER, FOR VEGETATIVE COVER.
5. THE CONTRACTOR SHALL FAITHFULLY MAINTAIN ALL SEDIMENTATION CONTROL DEVICES AND TAKE
ANY PRECAUTIONARY MEASURES TO ENSURE THAT SILT DOES NOT ENTER ANY NATURAL STREAM
CHANNEL LOCATED WITHIN THE SITE (IF ANY). DRAINAGE CHANNELS MUST BE CLEAN OF SEDIMENT
AND STABILIZED BEFORE THE PROJECT IS RELEASED.
6. RECEIVING WATERCOURSES: NORTH FORK CROOKED CREEK TRIBUTARY B TO ROCKY RIVER
7. RECEIVING WATERSHED: YADKIN-PEE DEE RIVER BASIN
8. NO 100-YEAR FLOOD LIMITS WITHIN PROJECT LIMITS PER FIRM COMMUNITY PANEL 3710541800J DIE
3710541900J, DATED OCTOBER 16. 2008. NO WETLANDS OR SURFACE WATERS EXIST ON THIS
SITE.
9. ALL EXISTING VEGETATION THAT IS TO BE PRESERVED SHALL BE FENCED WITH A STURDY AND
VISIBLE FENCE BEFORE EXCAVATION BEGINS. THE TREE PROTECTION FENCE SHOULD BE LOCATED
AS FAR AS PRACTICABLE FROM THE TREES AND VEGETATION.
10. CUT AND FILL SLOPES THAT ARE 2:1 OR GREATER SHALL BE STABILIZED WITH PERMANENT SLOPE
RETENTION DEVICES OR A SUITABLE COMBINATION OF PLANTINGS AND RETENTION DEVICES. SLOPES
GREATER THAN 3:1 SHALL NOT BE STABILIZED WITH TURF GRASS, BUT MUST BE STABILIZED WITH
VEGETATION THAT REQUIRES MINIMAL MAINTENANCE, SUCH AS WEEPING LOVE GRASS, RED FESCUE
OR OTHER APPROVED VARIETY.
11. CONTRACTOR SHALL INSTALL PIPE INLET PROTECTION ON PIPES NOT COMPLETED AT DAYS/WEEKS
END AND/OR UNTIL DRAINAGE STRUCTURES ARE CONSTRUCTED, BACKFILLED, AND INLET EROSION
CONTROL DEVICES ARE INSTALLED.
12, CONTRACTOR SHALL COMPLETE A SELF -MONITORING FORM TO COMPLY WITH BOTH DWO AND THE
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES REQUIREMENTS. A FORM CAN BE FOUND IN
http://portal.ncdamr.org/ir/erasion
D PR PARAT! N
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF
AVAILABLE.
2, RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES REASONABLY
SMOOTH AND UNIFORM.
4• APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPER PHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE.
BELOW).
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED 4
TO 5 INCHES DEEP.
S. 6EEED A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR
CULTIPACK AFTER SEEDING,
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH,
S. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING
SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 70: DAMAGED, REESTABLISH FOLLOWING ORIGINAL.
LIME, FERTILIZER AND SEEDING RATES.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER
PERMANENT COVER IS ESTABLISHED_
' APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE (34 TONS/ACRE ON CLAY SOILS)
FERTILIZER - 1,000 LBS./ACRE - 10--10--10
SUPERPHOSPHATE - 500 LBS./ACRE - 20%
MULCH - 2 TONS/ACRE - SMALL GRAIN STRAW
ANCHOR - ASPHALT EMULSION 0 300 GAL. ACRE
SEEDING SCffQULE
SHOULDERS, SIDE DITCHES, SLOPES (MAX.
3:1)
ELATE TYPEPI
AN
AUG 15 - NOV 1
--- TALL FESCUE.
L
-
NOV 1 -MAR 1 _.....TALL FESCUE & ABRUZZI RYE _-_...
300 LBS/ACRE
MAR 1 - APR 15 TALL FESCUE..
-_- 300 LBS/ACRE
APR 15 - JUNE 30 HULLED COMMON BERMUDAGRASS -
_ 25 LBS/ACRE
DUNE 30 -AUG 15 ..:ALLOFESCUE AND
35 LBS/ACRE
HROWWNNTOP MILLET---
••• OR SORGHUM-SUDAN HYBRIDS
SLOPES (3:1 TO 2:1)
AR 1 - JUNE 1 SERICEA LESSPE TYPE
ZA (SCARIFIED}
AND
50 LR% JACRE
MAR 1 - APR 15 ADD TALL FESCUE
_ 120 LBS / ACRE
AND
MAR 1 -JUKE 30 ._.. _ _.. _. ADD WEEPING LOVEGRASS. _ ..
___ 10 LBS / ACRE
OR
MAR 1 - JUNE 30 ADD HULLED COMMON BERMUDAGRA55___
25 LB5 /ACRE
JULY 1 - SEP 1 ••• TALL FESCUE AND
--_-120 LBS / ACRE
••• BROWNTOP MILLET
35 LBS / ACRE
••■ OR SORGHUM-SUDAN HYBRIDS._...
30 LBS / ACRE
SEP 1 - MAR 1 SERICEA LESPEDEZA_._.__._...
70 LBS / ACRE
(UNHULLED--UNSCARIFIED)
AND TALL FESCUE..
120 LBS ACRE
NOV 1 - MAR 1 ADD ABRUZZI RYE
_._...25 LBS ACRE
CONSULT EROSION CONTROL ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL
INFORMATION
CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION
RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS
ARE POSSIBLE.
••• TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION.
DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12 INCHES IN
HEIGHT BEFORE MOWING,
OTHERWISE FESCUE MAY BE SHADED OUT,
-STOCKPILE AREA DESIGN CRITERIA
1. STOCKPILE HEIGHT SHALL NOT EXCEED 35 FEET.
2, STOCKPILE SLOPES SHALL BE 2:1 OR FLATTER.
3, APPROVED BMP's SHALL BE SHOWN ON A PLAN TO CONTROL ANY POTENTIAL SEDIMENT LOSS FROM A
STOCKPILE.
4_ STOCKPILING MATERIAL ADJACENT TO A DITCH DRAINAGEWAY WATERCOURSE WETLAND STREAM BUFFER, OR
OTHER BODY OF WATER SHALL BE AVOIDED UNLESS AN ALtERNATIVE LOCAsfION 15 DKMONSTRATED TO BE
UNAVAILABLE.
5. ANY CONCENTRATED FLOW LIKELY TO AFFECT THE STOCKPILE SHALL BE DIVERTED TO AN APPROVED BHP.
6. OFF- SITE SPOIL OR BORROW AREAS MUST BE 1N COMPLIANCE WITH UNION COUNTY UDO AND STATE
REGULATIONS. ALL SPOIL AREAS OVER AN ACRE ARE REOUIRED TO HAVE AN APPROVED SEDIMENT CONTROL
PLAN. DEVELOPER/CONTRACTOR SHALL NOTIFY NCDENR LAND QUALITY OF ANY OFFSITE DISPOSAL OF SOIL
PRIOR TO DISPOSAL
C � y "1•faw..- �
asassAOfO e t °�,a�
Sheet No.
WITHERS RAVENEL
ENGINEERS I PLANNERS I SURVEYORS I. 1
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel.com License No. C-0832
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