SW6080302_APPROVED PLANS_20080509

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

t
SITE
VICINITY MAP
1, MICHAEL TATE, certify that this map was drawn under
my supervision from on actual survey made under my
supervision, that the ratio of precision as calculated by �Q-;.^"""••
CREEK RO. computer is 1: 10000. This mop does not conform to �� ESS/
GS 47-JO as amended and is not intended for recordation, If
nor should a copy of this mop be attached to a deed SEAL
as on exhibit to be recorded per GS 89C-26. AA L-2450 �j /
SUR`�F�f�v// / �C 138.38
� z
MICHAELIAIE, ro essronoanureyoro._
Legend
/
ERB = Existing Rebor /
\ SRB = Set Rebor
/
SP
NOTE. USE SHADED AREA AS TEMPORARY SEDIMENT TRAP DURING CONSTRUCTION
TOTAL UPSTREAM DRAINAGE AREA=2.62 AC.
REQUIRED SURFACE AREA=O.D1Q10 WHERE
Q10=CIA=(0.40)(7.21N/HR)(2.62AC.)=7.55 CFS
REQUIRED SURFACE AREA=0.01(7.55CFS)(43560)=3289 SF
SURFACE AREA PROVIDED=12215 SF (SHADED AREA)
X 13/3EACH
REQUIRED S ORANGE=3600FT3/AC(2.62AC.)=9432 FT3
STORAGE PROVIDED=35932 FT3 (SHADED AREA TO FINISH GRADES) X 137.32
N2 CLEAN SEDIMENT FROM STORAGE ZONE WHEN 50% FULL DURING CONSTRUCTION. WHEN UPSTREAM AREAS ARE STABLE
AGAINST EROSION AND PERMISSION HAS BEEN OBTAINED FROM NCDENR, REMOVE TEMP. SEDIMENT PIT, INSTALL PERMANENT
GRADES AS SHOWN ON PLANS, AND SEED ALL DISTURBED AREAS AS PER PROJECT SEEDING SPECS.
KM NO TEMPORARY SEDIMENT CONTROL DEVICES ARE TO BE REMOVED WITHOUT APPROVAL OF N.C.D.E.N.R.
TEMP.
S -
TAIL 9 50'48"W sRe
PB 61, PG 100
+/- 40 ACS. REMAINING BY PLAT
ERNEST A. BUNCE, JR.
oNE�q:��a�ay°s
Gawk °°°�
rope un `"°° I
3�19��8��
RR
see
11:i
DR 3382, PG 575 !A
�l`
/
139
138
PS
0497-06-2681 \
/
139.50
/
139
t3
PRINCIPAL SPILLWAY
STRUCTURE - SEE
/
BE7HANY COMMUNITY CENTER, INC.
138.52
X 138.96 X
/
-^
r }3
25
ITS'
-
17.5
-
-
DETAIL
22'-8"DIP® 0.0%
\
/
DB 3382, PG 575
139.50
X
I
I
HIGH INV=137.00
LOW INV=137.00
\
\
\
^•(
/
0497-07-9665
/
I
)
rv�,'�
[}Y
/
/
/ SE
O
3T -
-
--
�"j
P t
�
RIP RAP APRON 1
I
�
--
\
/
/
/
TE . SILT FENCE
(I IDE PROPERTY)
_
1 1:
j 1
`)
`
USE RIP RAP d50=6", MIN. DEPTH=18" \
Wl-2' W2=5' L=4'
n , /
I
.!\
gg
O
SEE DETAIL
30' VEGETATED
Q� INSTALL FILTER CLOTH BENEATH RIP RAP \
RIP RAP SWALE "B" -SEE
DETAIL
I'
I
/ \ \ _�
\
/ SPOIL AREA
n^
-
- -
- - - -
I
:
i 1.�
1 1
:)
13' LEVEL
SPREADER -
\ LEGEND
\
h
/
feep
T I
SEE DETAIL
TEMP. HORSESHOE
FINISH GRADE CQNTOUR 100
FINISH GRADE SPpT OUR X 100.00
feeeSILT
CID
ti *'.
I
I
13:
I
k
t
1
BERM - SEE DETAIL
NB
`
EXISTING CONTOU - -
SF EXISTING SPOT EL%ATION X 100.00 \
TEMP. FENCE TEMPORARY CONSTRUCTION ENTRANCE CE \
(INSIDE PROPERTY) TEMPORARY SILT FENCE SF % •
(EXCEPT AT 30' VEG.
I
r
r
1
CWAI FI - GFF mail TEMPORARY DIVERSION BERM (DB > >
139.01 X \ / -_ - /\E�-� _ - ' -- - TEMP GRAVEL/SILT CHECK D ` / � - -- -�- ~� - - --��••-• ••--� ---� \ TEMPORARYAAI� CD
\ \ =� 138 138 SWALE "A"
.43 > > > 138 i38 50 X
PUMP TANK SWALE "B" SB
10 XIO TRAFFIC RATED) A DB ASPHALT EXTRUDED 2.50 AC. O \
,�`r ENCLOSED ( CURB AS SHOWN TEMPORARY HORSESHOE BERM HB \ 1
l� TEMP. DIVERSION BERM 6' CURB CUT TEMP, DIVERSION BERM
00 CD / 1 \ \ - SEE DETAIL &4 GUCURB TTER \ D SEE DETAIL 138.42 PB 121, PG Jr" 2 \ LEVEL SPREADER LS \
TEMPO Y I/ DB O X -1�.76 SEPTIC TANK 50' VEGETATED FILTER VF
^ , _ SF ASPHALT SURFACE 1
1.� GRAVEL ILT CHECK TEMP. DIVERSION \ RAFflC RATED) TYPICAL -SEE DETAIL SEWER FORCE MAIN \ PRINCIPAL SPILLWAY STRUCTURE PS
DAM - EE DETAIL TEMP. SILT FENCE \ TO DRAIN FIELD
BERM - SEE DETAIL S39 50'38"W - SEE DETAIL GAL_ 6X136.39 \
EO TRAP - 38.93140.00 X 2. 42 TYPICAL - SEE ETAIL \ RIP RAP APRON RR \ 1
ASPHALT SUR CE
->�'--> > > > > 27527 > > > > > > > QO• `v STORAGE
13925FL \ TEMPORARY SEDIMENT PIT SP
.139
[•� I o X 139.50 > � > > > > > > > > X > 1 .74 14 . X I X 139.86 ® I 3 \ BAFFLES BF \ 11
/ gO X 139.55 \ X 139.80 PERMANENT SWALE "A" X 139.30 x 20, a N O \ EMERGENCY SPILLWAY STRUCTURE ES
TEMPO RY ONSTRUCTION o N o �0 5 " INGRESSIEGRESS -- -� - SEE DETAIL PROPOSED 4' CURB CUT � I I I I (:�; O \
ENTRA E - SEE DETAIL EA5 MENT O 20' DRIVE PR. 100'X50' ASP
CE o of o o % 139.75 X 140.W % 139.50 ^�� CONVENIENCE STORE &
I 139.50FL GRILL W/ DRIVE-THRU
N39 ° 0'38 I \ \ 1
Q 0� "E 10.00S39 °50'38"W
I ' FF=140.50
I ERG 51 34' SRB 139.00 \ v ( I I 0 NQIE, ALL ONSITE SOILS ARE CANDOR SAND \
D 140.58X
r\,I X 139.71� h .r
X Wood Fence X a �^ \ \
4' CURB CUT X 14 S sw• 'f4 36TW 14 .36TW " 140.38
r„ / 10 3'' P 140. ASP 140.3 ASP X I I a I N
' w z9 NOTE: LIMITS OF DI RBED AREA AS SHOWN WITHIN THE FOLLOWING SYMBOL
IV 11 t - '1:: N NO PARKING I I o I z> 0 D D D \
r _ Cone te. ��
10' 0 e5F= TOTAL GI ,URGED AREA: 2.42 ACRES
TEMP. DIVERSION N BERM j' I S X
� -SEE DETAIL
140 139.10 ASPHALT EXTRUDED I ILL I I NOTE: ANY OFFSITE SPOIL OR FILL WILL COME FRAM OR GO TO AN NCDENR APPROVED PIT \
(z> \ c Iq0 CURB AS SHOWN \
ASPHALT SU CE \ N9SE: NO WETLANDSIXIST`aN SITE \
I \ PB 61, PG 100 0 938 TYPICAL - S DETAIL 46. 3' ( I I \ \
N/F
' \ J.B. GEDDIE _ 120.00' 139.50
DBZ3032,�PG 444 1" X 140.50 X 140,50 40.50 X \ I I I
0497-8964 ^ 20 U9.50 X PROPOSED GAS CANOPY & TANKS N)
X 140 7# 0 % 140.74 0 40.74 X o
1-S-Brk DIESEL & a H
\ KEROSENE _
PP / \ 1 X 140,56 X 140.50 X 1 4_051DI 140.50 X \
\ 140.79 N W \ 1
Signal Pole l �/G Gas 1
Anchor Ifonks
Gas
Signal (4) Tan Canopy
Pole / Vents 0
d / \ OO.
S / (2)T-Ped / / \ 0 0
Guy
UFO 1
St pbor
IbI-----
N
\ I
- - \ Stopbor
In O�
\ le
\ ' I Signal Pole
Anchor
`\i I /
wat I /
zo I /
I
I
Asphalt Drive
GRAPHIC SCALE
( IN FEET )
1 inch - 30 ft.
/ 140,74
I
i
140.71
/ PROPO�D LANE
MARKINGS
ti�
0
140, U \ CE SURFACE
ENTRAN�Y-SEEDETAI CONSTRUCTION ASPHTYPCALAI-T SEE DETAIL I SF \ 1
`a TEMP. SILT FENCE
X 139.51 - SEE DETAIL \
� p0
\ 139.8 +1 O (Tieline)
PROPOSED �- 1
6 140 50' DRIVE 140 139.16 \ S50 02'07"E
CURB & GUTTER 140.43 140.17 24" CURB & GUTTER \ (Tieline) \ 20.00'
140.39 SRB 43.25' sRe N39 5753 E sRe
sRe ao.oa
Pump N39 50 48"E 31A 9' N39 5752"E 173.21'
House Elo PR. 88' LF 18' RC �- T-PED PP UFO
N 43.25 �° \/ J - - - _ _ SRB _ -
SRB 140.19 c -- -
\X 139.66`-7/
-
z--=\ -� C� ----- L-A-N -- -- - --
- - - - - -
141 In�40.75 140,34 WIDENING 139.77 \ 138.53
EX. EOP \
EX. EOP - - -
_ - - - - Grovel r Soil I C
Drive Drive
- _ Gr MAXWELL ROAD iR 1006 (R% � BAR E) 1 1 Dr ve Con rete T PR bTt$tdrrFtV�ter permit Documents
Grovel - T t ri e _ L- - - - M//0 in accordance with these documents is
_ ter permit. North Carolina
Drive NOTE: PROPOSED LANE WIDENING TO BE INSTALLED BY N.C.D.O.T. SHOULD LANE 0 - - �- _ rules inspectduiri that the scuor, certify
system designer
WIDENING PRECEDE CONVENIENT STORE LAND DISTURBANCE, TEMP. CONSTRUCTION �� plans and d specs� and onstrucertrr, comp conformity hewrithe
plans
(15ANCAC2H'�1008(j)) the
ENTRANCE CAN BE FIELD ADJUSTED AS NEEDED TO ACCOMODATE EROSION CONTROL Permntt 60 O�dZ_Date
.S"'i "
PLAN FOR LANE WIDENING.
DRAW er GRADING, DRAINAGE, NC Division of Water Quality
She
AND ei tt2-- Revision Data
FT EROSION CONTROL PLAN PRELIMINARY SITE PLAN FOR
CHECKED BY Strickland's Inc. No. 5
J.G. TEW JORDAN - TEW & ASSOCIATES, P.A. CEDAR CREEK TOWNSHIP CUMBERLAND COUNTY
DATE ENGINEERING, SURVEYING, PLANNING & MATERIALS TESTING NORTH CAROLINA
0 1 -- 23 - 08 0ordantew0embargmoil.com)
P.O. BOX 249 DUNN, N.C. 28335 MICHAEL TATE PROFESSIONAL LAND SURVEYOR DRAWN BY. GES CHECKED BY. MT
REVISIONS PH. [phone] A FAX [phone] CLINTON RD, FAYETTEVILLE, NC 28301
02-26-08 PHONE [phone] DATE: 10129107 SCALE: 1"--30'
03-19-08 Sheet 1 of 2
PARCEL NO. 0497-08-2881 1,1013 NO. 2288 DWG NO. 2288-1 SHEET 1

CONSTRUCTION SEQUENCE
1) INSTALL CONSTRUCTION ENTRANCE & TEMPORARY STONE HORSESHOE
DYKE
2) INSTALL PERIMETER SILT FENCING (DISTURBING ONLY THE AREA
NECESSARY FOR FENCE INSTALLATION)
3) INSTALL TEMPORARY SEDIMENT PITS ALONG WITH TEMPORARY
DIVERSION DITCHES TO THE PIT
4) GRADE SITE
5) INSTALL PERMANENT RIP RAP APRONS AS CALLED FOR ON GRADE
PLAN
6) INSTALL PERMANENT SWALES AS CALLED FOR ON GRADE PLAN
7) INSTALL WATER & SEWER UTILITIES
B) PLACE BASE COURSE IN DRIVES
9) SEED AND MULCH ALL AREAS AFTER CONSTRUCTION HAS ENDED
(SEE SEEDING SPECIFICATIONS FOR TIME REQUIREMENTS FOR
ESTABLISHING TEMPORARY SEEDING AND PERMANENT SEEDING AND FOR
SEEDING RATES & TYPES.)
NQR TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE
NOT TO BE REMOVED WITHOUT THE APPROVAL OF N.C.D.E.N.R.
SEEDING SPECIFICATIONS
SEEDBED PREPARATION
THOROUGHLY CULTIVATE LAWN AREAS BY DISCING TO A DEPTH OF 6"
AND RAKING THE SURFACE SMOOTH TO REQUIRE GRADES. APPLY
',4,000 LBS. OF AGRICULTURE LIME PER ACRE AND 1,000 LBS. OF
H0-10-10 OR EQUIVALENT FERTILIZER PER ACRE.
TEMPORARY SEEDING
WHERE TEMPORARY SEEDING IS REQUIRED PRIOR TO SEEDING OF PERM-
ANENT LAWNS OR FILL SLOPES PROCEED AS FOLLOWS:
OCT. 15TH-MAR. 1ST SOW RYE GRAIN AT THE RATE OF 120 LBS.
PER ACRE.
MAR. 1ST-AUG. 15TH SOW GRAIN MILLET AT THE RATE OF 40 LBS.
PER ACRE.
AUG. 15TH-OCT. 15TH SOW RYE GRAIN AT THE RATE OF 120 LBS.
PER ACRE.
PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS
SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE
COVER OR OTHER ADEQUATE EROSION -CONTROL DEVICES OR STRUCTURES. IN
ANY EVENT, SLOPES LEFT EXPOSED WILL; WITHIN 21 CALENDAR DAYS OF
COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED
WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION.
PERMANENT SEEDING
SEED PERMANENT LAWN AREAS BETWEEN MARCH 1ST TO AUGUST 15TH WITH
HULLED COMMON BERMUDA 3 LBS. PER 1,000 SQUARE FEET OR PLANT WITH ONE
OF THE SOD GRASSES SUCH AS 328 HYBRID BERMUDA OR ZOYSIA GRASS.
SEED PERMANENT FILL SLOPE AREAS BETWEEN MARCH 1ST TO AUGUST
15TH WITH 40 LBS. SERICEA LESPEDEZA AND 10 LBS. HULLED COMMON
BERMUDA PER ACRE.
PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR PERMANENT GROUND COVER
SUFFICIENT TO RESTRAIN EROSION MUST BE ACCOMPLISHED FOR ALL
DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS
(WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR
DEVELOPMENT.
M LU CHING
IMMEDIATELY FOLLOWING SEEDING, APPLY STRAW MULCH ON SEEDED AREAS TO
A THICKNESS OF ONE INCH. PLACE STRAW MULCH UNIFORMLY IN A
CONTINUOUS BLANKET. ALL SLOPES LESS THAN 3:1 STEEPNESS AND ALL LAWN
AREAS ARE TO HAVE MULCH ANCHORED BY THE USE OF A TRACTOR DRAWN
MULCH ANCHORING TOOL TO PUNCH MULCH INTO THE SOIL. ALL SLOPES 3:1
OR GREATER ARE TO HAVE ASPHALT TACK APPLIED AT THE RATE OF 225
GALLONS/ACRE. APPLY WATER WITH A FINE SPRAY IMMEDIATELY AFTER EACH
AREA HAS BEEN MULCHED.
TEMPORARY CHANNEL LININGS IF REQUIRED SHALL BE INSTALLED IN AREAS AS SHOWN
ON PLANS, OR AS REQUIRED TO PREVENT EROSION. LININGS ARE TO BE LEFT IN PLACE
THROUGHOUT PERMANENT SEEDING PROCEDURE
MAINTENANCE: RE -SEED AND RE -APPLY MULCHING IN ANY AREAS THAT FAIL TO
,,ESTABLISH GROUND COVER. (DURING TEMPORARY AND PERMANENT SEEDING OPERATIONS)
COARSE AGGREGATE
NOTE• INSTALL FILTER CLOTH BENEATH TEMP. CONSTRUCTION ENTRANCE
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-INCH 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.
TEMPORARY CONSTRUCTION ENTRANCE DETAIL
TOP BANK OR ROAD
#57 GRADED STONE FILTER SHOULDER
LEAVE 5' WEIR OPENING ON UPSTREAM END
6i
N
�(�� �hj(11111 SURGE PILE STONE OR NCSA
NO. R-2 OR R-3 STONE.
(AVG. SIZE 3")
SECTION OF HORSESHOE RIP RAP / GRAVEL SILT CHECK DAM
PLACE STONE BY
HAND. DO NOT DUMP TOP BANK/ROAD SHOULDER
& LEAVE UNSHAPED
#57 GRADED STONE FILTER
,t OVER NCSA NO, R-2 OR
SEE SECTION ,; r+�' R-3 RIP -RAP.
,.t
'V" DITCH
MAINTENANCE
WEEKLY AND AFTER EACH SIGNIFICANT W A " OR
INSPECT CHECK DAMS AND CHANNELS AT LEAST
I
GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW LIMBS OR
OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED.
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM EROSION FROM HIGH
FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT
EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN BE TAKEN SUCH AS, INSTALLING
A PROTECTIVE RIPRIP LINER IN THAT PORTION OF THE CHANNEL.
REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO
CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND
PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS
NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
HORSESHOE RIP RAP / GRAVEL SILT CHECK DAM
Cross -Section
12" min. of NCDOT #5 [-anin—►l
or #57 washed stone
3600
rain
cu ft/acre '�itC
t� 2
rr
t
filter
fabric
Design settled 2k Overfill 6" for
top m settlement
�• � `:, Plain View
y t
5 ____ #`t)r,[�—ran r `piss
rail 'r1�,:�}� �* S Eme
set
--------- t`•� Natural
filter 3' Ground
fabric min.
Figure 6.60a Plan view and cross-section view of a temporary sediment trap.
TEMPORARY SEDIMENT TRAP
Maintenance Inspect temporary sediment traps at leas( weekly and net each significant ('!
inch or greater) rainfall event and repair immediately. Remove sediment, and
restore the (rap to its original dimensions when (he sediment has accumulated
to one-half the design depth of the imp. Place the sediment that is removed in
the designated disposal ores. and replace the part of the gravel facing that is
impaired by sediment.
Check the alrucrum f'or dmnage nurn erosion or piping. Periodically cheek the
depth of (he spillway to ensure it is a minimum of 1.5 fee( 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 rnioedlalely.
.After all sedimenaproduclng areas have been penmmen(h, stabilized, remove
the %fracture and all unstable sediment. Snnooth the area to blend with the
adjoining areas, and stabilize properly (Raft-tvnorv: sutlirce .Aabi/Umtnn).
Pfgure li Porous baffles in a sediment basin. The flow is distributed evenly across the basin to reduce
Bow rates and turbulence, resulting In greater sediment retention.
Battles need to be installed correctly in order fully provide their benefits.
Refer to Figure 6.65b and the following key points:
• The tattle material needs to be secured at the bottom land sides using
se,ples or by trenching as for sit[ fence.
• Most of [he sediment will a¢unudate in (he firs[ bay, so this shnuld be
readily accessible far maintenance,
BAFFLES
Support rape - Support post,
to wire to pre- 24'anto bottom
vent sagging or side Stoke to support
cor mesn or similar, sraptea or
trenched into bottom or side
Figure 6.65b Cross-section ma porous baffle in a sediment basin. Note that there is no weir because the water
Flows through the baffle material.
Maintenance Inspect baffle, at least once a week and Adler each rainfall. Make any required
repairs immediately
Be sure to main(ahl ucc,,, io ll,e baflic, Should the fiabric of a bsdlle cullap+e,
tear. decompose, or became ineffective, replace it promptly.
Remove sediment Jeposits when it reaches half full to provide adequate
storage volume for the next min land to reduce pressure on fire baffles. Take
care to avoid damaging the baffles during cleanour sediment depth should
never exceed half the designed storage depth.
After the contributing driwa ge area has been properly stabilized, remove all
baffle materials and unstnNe sediment deposits, bring the area to grade, and
stabilize it.
HORSESHOE RIP RAP WEIR
SEE TEMP. SED. PIT DETAIL FOR RIP RAP SPECS.
DIRECTIONWATER FLOW
4Y PIT 0.
I i-�! .0gW
t r
TEMPORARY HORSESHOE BERM
PIPE OUTLET HC TO WELL -DEFINE
A A NOTES
1Q L is the length of the riprap a ran.
VPF(See GRADE plans for dimension.
Q2 d 1.5 times the maximum stone diameter
PLAN VIE VP but not less than 6".(See GRADE plan)
In a well-defined channel extend the apron
up the channel banks to an elevation of 6"
above the maximum tailwater depth or to the
lop of the bank, whichever is less.(See GRADE plan)
L ® Filter fabric should be installed between the
riprap and soil foundation.
— D
�SECTIQ$NAA
FILTER FABRIC
MAINTENANCE
INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (Y" OR
GREATER) RAINFALL EVENTS 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.
RIP -RAP APRON DETAIL
wire
max.
OPENING DIMENSION EQUAL TO 4". ALUMINUM GRATE
I.
6"
4"1
4' WITH ALUMINUM FRAME
ROAD SURFACE
PRECAST INTOX CON RETESIOTOP
past)
i {I
+ I+;
FACE OF
n
R'16
Plastic or
COMPACTED
CURB
BASE
wire ties
12" .,,
TEMPORARY POOL ELEV.=TOP OF BOX ELEV.=137.9E
Wire
la 24"
' `
6' ' 7" (rr rM t
1zp .' • . " "e
s S
1 td"N
;.R(,J
PERMANENT POOL ELEV.=137.50
_ _ _
fence
t t
:
Natural
,. en4�
t�,
/ / tP. , t 'S' +rh%fy .
t
�•2„n�jtl� r
'�
4"PVC TEE
4" PVC STUBBED
ground
�, fwh4
qi
12"
I {.
/
•'
h
/
BOTTOM TEE
ELEV.=136.5�—
INTO BOX PIPE 0 0.0%fit
e
Y/
'
4' X 4' LD. PRECAST INV. OUT=137.00
..
µ
COMPACTED SUBGRADE
STRUCTURE WITH 6 EXTENDED
a'down 4'
forward
TYPICAL 24" CURB & GUTTER
4"PVC CAP W 1-1 2" 6" Pill
HOLE DRILLED
BASE AS SHOWN FLOOR ELEV.=133.9E
24"
the trench
Filter
fabric
I
PERMANENT RETENTION
POND PRINCIPAL SPILLWAY STRUCTURE
Steel
post
24'
Figure 6.62a Instanatlon detail of a sediment fence.
Cross -Section
View
Filter
fabric Ban fill tco trench Naturaloand compact groundnd
Jhoroughiy
�... min . •: 71 I ��
carn
Maintenance Inspect sediment fences al leas( once a week and ntler each rnin6dl. Make any
required repairs immediately.
Should (he fabric of a sediment fence collapse, rear. decompose or baconle
ineffective, replace i( promptly.
Remove sediment deposits as necessary lo provide adequate storage volume
for the next ruin and to reduce pressure on the fence. Take care to avoid
undermining the fence during cleanou(.
Remove all fencing materials and unstable sediment deposits and bring the
area to code and stabilize it alter the contributing drainage area has teen
properly stabilized.
TEMPORARY SILT FENCE
2. Ensure that posts for sediment fences are 1.33 lb/linear fl steel with
a minimum length of 5 feet. Make sure that steel posts have projections to
facilitate fastening the fabric.
3. For reinforcement of standard strength filter fabric, use wire fence with a
minimum 14 gauge and a maximum mesh spacing of 6 inches.
Table 6.62b Specifications For Sediment Fence Fabric
Temporary Slit Fence Material Property Requirements _
Supported' Un-Supported' Type of
Test Material Units Slit Fence Slit i�eri Value
Grab Strength ASTM D 4632 N lips)
Machine Direction 400 5'0 MARV
(90) (SUj
X-Machine Direction 400 450 MARV
(90) (1
Permittivity ASTM 0 4491 sac-1 0.05 0.05 MARV
Apparent Opening Size' ASTM D 4751 mm 0.60 0.60 Max. ARV'
(US Sieve #) (30) (30)
% 70% after 105; after
Uluavlolet Stability ASTM D 4355 Retained 500h of exposure 500h of exposure Typical
Strength
f 1 steel win with a r i f man inches or prefabricated liner mesh f
' Silt Farce support shall consist 0 4 gage e e w Hash spacing o 150 I6 ). p U ixyy o
equivalent strength.
These default values are based on empirical evidence with a variety of sediment. For environmentally sensitive areas, a review of
previous experience speller site or regionally specific geolextita tests in accordance with Test Method 0 5141 should be performed
by the agency to confirm suitability of these requirements.
' As measured in accordance with Test Method 0 4632.
Construction MATERIALS
1' Use a synthetic filler fabric of at least 95110 by weight of polyolefins ur
Specifications
polyester, which is certified by the manufacturer or supplier as cor,torming to
the requirements in ASTM D 0461, which is shown in part in Table 6.62b.
Synthetic filter fabric should contain ultraviolet ray inhibitors and -stabilizers
to provide a minimum of 6 months of expected usable construction life at a
temperature range of 0 to 120" F.
CONSTRUCTION
t. Construct the sediment barrier of standard strength or extra strength
synthetic filter fabrics.
2. Ensure that the height of the sediment fence does not exceed 24 inches
above the ground surface, (Higher fences may impound volumes of water
sufficient to cause failure of the structure.)
3. 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 feet minimum overlap to the next post.
4. 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 ties should have minimum 50 pound tensile
strength.
5. When a wire mesh support fence is used, space posts a maximum of 8 Feet
apart. Support posts should be striven securely into the ground a minimum of
24 inches.
6. Extra strength filter fabric with 6 feet post spacing dues not require t.ire
mesh support fence. Securely fasten the filter fabric directly to posts. Wire or
plastic zip ties should have minimurn 50 pound tensile strength.
7. Excavate a trench approximately 4 inches wide and 9 inches deep along
the proposed line of posts and upslope from the barrier (Figure 6.62a).
R. Place 12 inches of the fabric along the bottom and side of the trench.
9. Backfill the trench with soil placed over the filter fabric and compact.
Thorough compaction of the backfill is critical to silt fence performance.
ELEV.=138.00 TEMP. POOL (ELEV.=137.96)
Z./ PERM. POOL (ELEV.=137.50)
ABC
PAVEMENT CROSS SECTION
I SURFACE
6" ABC STONE
BASE MATERIAL
COMPACTED SUBGRADE�
ASPHALT EXTRUDED CURB DETAIL
-►1 TYP.
CONCRETE SIDEWALK
3" COMPACTED SUBGRADE
6
ASPHALT PAVEMENT & BASE COURSE
THICKENED EDGE WALK DETAIL
NATURAL
GROUND
SOIL
NOTES: 2 MAX. SLOPE
1 USE TEMPORARY SEEDING ON SLOPES TO PREVENT WASHING 18"to24"
2 GRADE BERMS DOWN INTO FINISH CONTOURS WHEN ON SITE
SEEDING RAS SUFFICIENTLY BEEN ESTABLISHED TO PREVENT EROSION.
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 APPROPRIATELY STABILIZE IT.
TEMPORARY DIVERSION BERM
NOTE, USE JUTE NET AS
TEMP. SWALE LINER
SEED AS PER J �Y
PROJECT SPECS. 2
MAINTENANCE
DURING THE ESTABLISHMENT PERIOD, CHECK GRASS -LINED CHANNELS AFTER EVERY RAINFALL.
AFTER GRASS IS ESTABLISHED, PERIODICALLY CHECK THE CHANNEL: CHECK IT AFTER EVERY
HEAVY RAINFALL EVENT. IMMEDIATELY MAKE REPAIRS. IT IS PARTICULARLY IMPORTANT TO
CHECK THE CHANNEL OUTLET AND ALL ROAD CROSSINGS FOR BANK STABILITY AND EVIDENCE
OF PIPING OR SCOUR HOLES. REMOVE ALL SIGNIFICANT SEDIMENT ACCUMULATION TO MAINTAIN
THE DESIGNED CARRYING CAPACITY. KEEP THE GRASS IN A HEALTHY, VIGOROUS CONDITION AT
ALL TIMES, SINCE IT IS THE PRIMARY EROSION PROTECTION FOR THE CHANNEL.
SW,U "A"
N.T.S.
MIN. DEPTH=1
2' 6, 2'
RIP RAP SWALE "B"
N.T.S.
LEVEL SPREADER SIDEVIEW DIAGRAM
— — TEMP. POOL (ELEV.=137.96)
PERM. POOL (ELEV=137.50) /
PERMANENT RETENTION POND CROSS SECTION(A)
un�SccrPJ'An I'on_,Ix`n rpla n -I;y- (� [��
�z r �eJ Veee fc Mort IA taGr n yoVol= Tolt� (lvCep
39.00
Approv;h1 Stornawater Perrnit Documen::s
Constrc:;t:on in accordance wlth these documents is
required h} the stormwater permit. North Carolina
rules r c raite tha
t the s ran t0 .cater
s biem de
signer
HerInspect a tr*g cons rr hw . sertrf a ,fortuity with the
Plans alid specs and cerhfy coral 2nce with the
stormw tar rules ( 15A NCAC zH ;,M8 (f) )
Per 14 GI/1010 O__Zuate 5 20
pY NC Division of VVqtar Quality
Sheet #__�-t. .__Revision Da!o9��11DR
I •'6••, -rY, ��Er�S'a�
•+.• Q1.BM�t��.�'
DRA ffy ff/zl
FF
CHECKED BY
J.G. TEW
DATE
01-23-08
REVISIONS
02-26-08
03-19-08
r7 ';Z I '-0c5p
M 00
00 r--�
[—� N N
p,a v00
Tom„ z _o
w
T�\
E
rvL rG o
�4 �J E
0
V W
F—r�w W
c
t7
0
1-L4
in
I
� N
Q � �
� � N 00
OW O�
r 7,
t-/V� F-s•1 F+i
w
CrZ
W �
Cal
U
U
z
LL
LL
�t
H
J
cc
J
fn
V
W
UJ
Z
W
y
U
V
Z
.�
G C
I -
VJ
V
Sheet 2 of 2
.. � — — ;; rl";- ate•. -1•- r {€ z - r I

If
I, MICHAEL TATE, certify that this mop was drawn under ���`"v��� / Ssy„rrnrr,,„a
my supervision from an actual survey made under my �ii�-\N C/-j /'
supervision, that the ratio of precision as calculated by RO�j� s•. _S?pDs�,,,,.,•.__Q �i
cam ufer is 1: f0000. This map does not conform to , Z / / NVDT ;USE SHADED AREA AS TEMPORARY SEDIMENT TRAP DURING CONSTRUCTION IIO^^,A'r4+l�ii;.r;'„=!,9
.OY CREEP RD. P •„{ '�,�
GS 47-30 as amended and is �ot intended for recordation, /fin = Q� EAL�g � �/gyp i
nor should a copy of this mop be attached to a deed PJ' f
s as an exhibit to be recorded per GS 89C 26. r L-2450 O / TOTAL UPSTREAM DRAINAGE AREA0 WHERE
AC.
P � v � �iC 138.38 REQUIRED SURFACE ARFA=O.O1Q10 WHERE tl
ZOSUR`�r`'/<v / Q10=CIA=(0.40)(7.2IN/HR)(2.62AC.)=7.55 CFS
+o uDRRiRcccoRr �C REQUIRED SURFACE AREA-0.01(7.55CFS)(43560)=3289 IF 3r� C• _: ,,qn�
acai R "(P� / / SURFACE AREA PROVIDED=12215 IF (SHADED AREA) 'a+ `�.+; (?�+- a• 3Y' *' y-
i _ �������' / EL
REQUIRED STORAGE=360OFT3/AC(2.67AC.)-9432 FT3 rr �" •S A l�
m ro essi. on urveyor o. `� /
Y X 137.96 STORAGE PROVIDED=35932 FT3 (SHADED AREA TO FINISH GRADES) X 137.32 rf'rsxf, ,rrrr�,r'''
n / G
NOTE. CLEAN SEDIMENT FROM STORAGE ZONE WHEN 50% FULL DURING CONSTRUCTION. WHEN UPSTREAM AREAS ARE STABLE Z�2G a e
SITE Legend / / AGAINST EROSION AND PERMISSION HAS BEEN OBTAINED FROM NCDENR, REMOVE TEMP. SEDIMENT PIT, INSTALL PERMANENT
9 GRADES AS SHOWN ON PLANS, AND SEED ALL DISTURBED AREAS AS PER PROJECT SEEDING SPECS.
ERB Existing Rebor PB 61, PG 100
SRB = Set Rebor NOTE. NO TEMPORARY SEDIMENT CONTROL DEVICES ARE TO BE REMOVED WITHOUT APPROVAL OF N.C.D.E.N.R. +/- 40 ACS. REMAINING BY PLAT
ROAD
YO / / EMERGENCY
DETAILSPILLWAY 3 EACH TEMP. 1�
sae A S�DEIAIL 9 50'48 "W ERDBS3382,BPG B75 R 9`1•
SRB
/ 139 j' 0497-06-2681 \
139.5 139 PRINCIPAL SPILLWAY
/ 138.52 t3 17.5 17.5 STRUCTURE - SEE
/ BETHANY COMMUNITY CENTER, INC. X 138.96 - - - DETAIL \
VICINITY MAP f }3 22'-8"DIPS 0.0%
/ D8 3382, PG 575 / 139.50 I HIGH INV=137.00 \
/ 0497-07-9665 / G I LOW INV=1�37.00 \
I
T' RIP RAP APRON 1 \
' HE SILT FENCE 1 : 1 -, USE RIP RAP d50=6". MIN. DEPTH=18"
/ (I IDE PROPERTY) j� ' W1=2', W2 5', L=4'
'\/ - SEE DETAIL r°Q jr:: ; 30 FILTER VEGETA RATE; INSTALL FILTER CLOTH BENEATH RIP RAP \
CIQ/ \ RIP RAP APRON 2
p / 't7SE RAP d50=6", MIN. DEPTH=18" -[ 1 I -� 13' LEVEL \ \
W1=10', N2=10% L=10' SPOIL SPREADER -
/ ` NVV✓ INSTALS FILTER CLOTH BENEATH �P RAP O - - - - t I SEE DETAIL
TEMPBERM. HORSESHOE \ \ \
(NSIDESPRO PROPERTY) \
( I37 (EXCEPT AT 30' VEG. \ \
\ / - J { I \ SWALE) -SEE X 137.61 \
138.50
t•r� �� C4 --7
10 X70' PUMP TANK ASPHALT IXTRUDEO 2.50 AC.
ENCLOSED (TRAFFIC RATED) CURB AS SHOWN
CO
TEMP. DIVERSION N BERM i 6' CURB CUT TEMP. DIVERSION BERM
`V / 1 I \ \ -SEE DETAIL / 1 GUTTER \ Di - SEE DETAIL 138.42 PB 121, PG 52
TEMPO Y I/ X•76 SEPTIC TANK ASPHALT SURFACE 50' \ \ \ \ 1
�'' GRAVEL LT CHECK TEMP. DVERSION \ RAFFIC RATED) TYPICAL - SEE DETAIL SEWER FORCE MAIN
DAM - EE DETAIL TEMP. SILT FENCE / TO DRAIN FIELD
/ BERM - SEE DETAIL X138.39 \
00 GAL. 140.00 X 26.42' ASPHALT SUR CE 1
O_ 275.27 > > > > > > > O TRH 11y.., 38.93 N TYPICAL - SEE ETAIL \ \
139.25FL X 139.50 >-�r9� > > > > > > > X 139 > 1 .74 1 , X u srwrACE X 139.86 ( \ \ 1
Xin
V139.55 \ X 139.80 PERMANENT SWALE "A" X 139.30 x 20' \ 1
O SEE DETAIL I O \
(1-+ TEMPO ONSTRUCTION � 9 � � 5 !h'GR SIEGRESS PROPOSED 4' CURB CUT � � p I I I� P
Q4 EN E -SEE DETAIL o o J o EAS MENT X 139.75 X 140.00 \ 20 DRIVE: -1 9 50 I O \ '
PR. 100 X50' �P ,n
1 CONVENIENCE STORE & I ( I I \
I 139.50FL S39 50'38"W \ GRILL FF/ 0! 50 THRU \ \ 1
I N39. 038 "E 10.00' \ 0
I 140.58X ERB 51. 34' sae 13g,Op I 0 NOTE; ALL ONSfTE SOILS ARE CANDOR SAND \
q /1 D X I I M
X 139,71
I ' I Wood Fence X 4' CURB CUT `l4 .36sw• a a^
1 361W : I40.36TW .. 14 .3ti,T]N.
WOO
60.3 P , 140. P 140.3 ASP X
rn
• I I w � I z 9 N TQ�F'. LJMfiS OF DI�IRBED AREA AS SHOWN WITHIN THE FOLLOWING SYMBOL: \ \
NO PARKING D D D D
' w ,Y•_^ 8 are
a0 J 9 70r 14 ° �rn' z 1 9.76 � a TOTAL DI�TURBED AREA 2.42 ACRES \
!1?'� 9 lY r 1 9.96 139. 6 TEMP. DIVERSION BERM I o I X \
��/n� q(� �qy w \
/ ::w f.� :•;�.� \ �� �Jl/� .Sq Il X -SEE DETAIL �vGi
N
F \ , A 140 139.;0 ASPHALT EXTRUDED I I I ANY OFFSITE SPOIL OR FILL WILL COME FROA1 OR GO TO AN NCDENR APPROVED PR
/ (2) CURB AS SHOWN
ASPHALT SU CE \ I I �; NO WETLANDS IXIST`ON SITE \
I \ PB 61, PG too h 9.98 TYPICAL - S DETAIL 46.3'
NIF 1I J.B. GEDOIE 120.Od 139.50 LEGEND
/ D6-W32, PG 444 ^ O X 140.50 x 140.50 140.50 X I 1
1 o4s7-Zt7as64 to 20 13sso x PROPOSED GAS CANOPY & TANKS ti \ FINISH GRADE CONTOUR �Q
\ h X 140.7 D X 140.74 0 40.74 X I I FINISH GRADE SPOT ELEVATION X 100.0�
Tyvl 'O DIESEL & o EXISTING CONTOUR - -
7-S-Brk W KEROSENE EXISTING SPOT ELEVATION X 100.00 I
PP \ \
/ 1 X 140.56 X 140.50 140.50 140.50 X
\ 140.79 n \ X 138J2 1
/ \ 140 \ RAR1' CONSTRUCTION ASPHALT SURFACE \ 1
,b ENTRAN - SEE DETAIL TYPICAL -SEE DETAIL TEMP. SILT FENCE
X 139.51 - SEE DETAIL 1
\ I " 139.8 �, O (Tieline)
l /G Gas 1 PROPOSED X
Signal Pole / anks pholt Drive / 6 1a0 - 50' DRIVE fqq 139.16 \ 1 S50'02'07"E
Anchor - Gas
Signal (4)Ton Canopy / 140,74 "fii� 24" CURB k GUTTER (Tieline) \ 20.00'
\ Pole / Vents 140.39 N3957'S3"E
sae ao 06 sae 43.25' sRe sae \
Pump N39 50 48'E 31 ..9' - - - - - N39 5T52"E 173.21'
O C -
O House PR. 88' LF 18 RC - UFO
�(2)T-Ped \ I - \ T-PED PP
Guy / 43.25' - ---- �� v - -- ---__- _ _ -_---- -_-_--B-__--�
UFO / 1 140J1 140.19 - c \ X 139.66 -- �_ - �55�- 137-.008 -
St pbor _ _ -
EX. EOP �j40.75 140.34 WIDENING - 139.77 138.53 \
EX. EOP
Stopbor r \ Grovel Sail - -
\ I Drive Drive )
na Gr MAXWELL ROAD StR 1006 (R%W -VAR E') 1 ` I Pp � �
Or ve Con rete r a e �ucun'Icn'+
la PROPO�D LANE ri e `✓ - 0 T oustr�� yy ���yy,(�� once w these documents is
\ I 6 r uir@2M !Hd'916TSYlwater ermii. North Carolina
Signal Pole MARKIN S DriveGraveNOTE: PROPOSED LANE WIDENING TO BE INSTAL_ED BY N.C.D.O.T. SHOULD LANE -4 - � , I I rules require that the stormwatersystemdeTgner
I I Anchor ti� WIDENING PRECEDE CONVENIENT STORE LAND bISTURBANCE, TEMP. CONSTRUCTION _ Inspect a Bunn construction. certify conformity he the
plans and specs, and certify compliance with the
ENTRANCE CAN BE FIELD ADJUSTED AS NEEDEC TO ACCOMODATE EROSION CONTROL stop water rWes (15A �N,C?A�C, 211 too8(1))
PLAN FOR LANE WIDENING. Permitit_(1(�D�Qj2._Oete,� r1�LYJ
She�#�/ i � NC oivion Dat slon of W 1- y aI ty
o I / I DRAHtw BYFF
DRAINAGE AREA MAP
CHECKED BY PRELIMINARY SITE PLAN FOR
nw
/ �.� TEW Strickland's Inc. No. 5
q JORDAN - TEW & ASSOCIATES, P.A. CEDAR CREEK TOWNSHIP CUMBERLAND COUNTY
I GRAPHIC SCALE DATE ENGINEERING, SURVEYING, PLANNING & MATERIALS TESTING NORTH CAROLINA
01 -23-08 (lordantewOembargmat com)
I '° ° 15 '° so 120 P.O. BOX 249 DUNN, N.C. 28335 MICHAEL TATE PROFESSIONAL LAND SURVEYOR DRAWN BY.- GES CHECKED BY, MT
q I / REVISIONS PH. [phone] A�- FAX [phone] CLINTON RD, FAYETTEVILLE, NC 28301
/ / I 02-26-08 PHONE [phone] DATE: 10129107 SCALE1"=30'
I I ( IN FEET) Sheet 1 of 1
1 inch = 30 tt. PARCEL NO. 0497-08-2881 JJOS NO. 2288 DWG NO. 2288-1 SHEET 1 0
I ,... '�iI P �a� � I„ /.. +. ��... ... �., •,� ,.. .. ' t:l:4''t��'ILii Nita �r,.i . ,..

Reynolds
& Jewell
Landscape Architecture
Land Planning
218 Snow Ave
Raleigh NC 27603
[phone]
fax [phone]
vww.reynoldsjewell.com
consultants:
ieal:
'roject :
Strickland Wet Pond
--lient :
Jordan-Tew Engineers
:J Project No.: 0804-02
-D 18/04/08
ssue:
)rawn By: REM
--hecked By: PT
;cafe:
1 "=10'-011
drawing Title:
Planting Plan
')heet No.:
L-I 01
r I}

PA
NOTES:
1. THE CONTRACTOR SHALL VERIFY
EXISTING GRADES SHOWN ON THE
PLANS PRIOR TO COMMENCING ANY
WORK OPERATIONS.
2. THE CONTRACTOR SHALL PROVIDE
EROSION CONTROL MEASURES AS
REQUIRED BY NC DEPARTMENT OF
ENVIRONMENTAL NATURAL RESOURCES.
I
\\
NOTE:
1. TOP OF ROOT BALL TO BE RAISED
2"-3" ABOVE FINISH GRADE.
2. CONTRACTOR SHALL PROVIDE
STANDARD 'GATOR" BAGS FOR TREES
NOT UNDER IRRIGATION.
NOTE:
STABILIZE BANK WITH BIODEGRADABLE NETTING MATERIAL FOR A WIDTH OF
4-6' ABOVE PERMANENT POOL ELEVATION. EXTEND OVER ENTIRE DISTANCE
WHERE 3:1 SLOPE OCCURS.
' V%Atf ^
MIN A"THICK AMENDED
v '
NATIVE TOPSOIL
SAUCER FOR WATER RETENTION;
I ��', .;» ;�%: q•,`
'i "_' `+ •
SLOPE TO FINISH GRADE; DO NOT
.1 �s �• J.��f.. �*+q�
„�
EXCEED b NGLE OF REPOSE
FINISH GR DE
n
t
y1 A
ORGANIC MULCH
>A �S i' "i .- -..
139 TOP OF BANK'
°O D-"
LAWN OR MULCH PER
138 TOP OF VEGETATED SHELF -IIII =IIII =
_ _ "—— _° _ _ _
_ _ _ _ _ _ _ _ _ _ _ _
PLANTING PLAN
137.5 PERMANENT POOL
°
° °
o --
o ° °o
°o °o ' PLANTING SOIL
137 BOTTOM OF VEGETATED SHELF —
;EEE
0 0 o
0 0 o
0 °
o- o
0 0 0° ', o o
o
.o o o - o o a ", o-
_
o o
°° ° o
.00 o "Po
0 o
- o 00 ""°
0-
-_° �. .90
". SCARIFY IDES OF PLANT PIT
. op
- °, °D
_Tin
IIII-III���
nn IIII= III
—,'.
I
-o -o
0 0
o o - .-.
o0 0
"
..
- °
o -°
IIII
-90 0
o o ESTABLISHED PLANTING BED
—'
o
°
0
o
EXISTING UBGRADE
TAMPED TOPSOIL UNDER ROOT
BALL TO F REVENT SETTLEMENT
POTENTIAL AREA OF POND OVERFLOW
10' WIDE VEGETATED
PER SPECS
C-1
TREE PLANTING DETAIL
— — — -- --- —"- ---
C-4
WETLAND PLANTING DETAIL
SCALE: NTS
SCALE: 1"= 1'-a
NOTE:
1. TOP OF ROOT BALL TO BE RAISED
SAUCER FOR WATER RETENTION;
2'-3" ABOVE FINISH GRADE.
SLOPE TO FINISH GRADE; CO NOT
EXCEED ANGLE OF REPOSi
FINISH GRADE
p
p ORGANIC MULCH
q
q
0 0
LAWN OR MULCH PER
9 ° °
° PLANTING PLAN
0 -"" °- O O
O
- -
°°_ o D o
- -
o D PLANTING SOIL
D'
_- °. _0 0 .' _" o-
_ o- -O o - _' o- -O o - - = o-
-O 0 - ° -O °. - SCARIFY SIDES OF PLANT PIT
° °0
o o
0
o ESTABLISHED PLANTING BED
EXISTING SUBGRADE
App
ovecf 3tormwater Permit Docttr?em;j
Cons
rccii�n ir. accordance with these documents is
requi
ed by the stormwater permit. North Carolina
PER SPECS
rules requue
il,at the stormwater system designer
asp et
[luring c,onstruchon. certify conformity with the
pla,Y
and ;:peessand certify compliance with the
slorn
water rulNs (15A NCAC 2H .1008 (I) )
by
NC Division of Wader Quality
She ty.__-��--Revision
SHRUB PLANTING DETAIL
A-1
_
V
SCALE: 1'= 1'-0"
Reynolds
& Jewell
Landscape Architecture
Land Planning
218 Snow Ave
Raleigh NC 27603
[phone]
fax [phone]
www.reynoldsjewell.com
Consultants:
Seal:
Project :
Strickland Wet Pond
Client:
Jordan-Tew Engineers
RJ Project No.: 0804-02
CD 18/04/08
Issue:
Drawn By: REM
Checked By: PT
Scale:
AS SHOWN
Drawing Title:
Planting Details
Sheet No. :
L-1 02
r
r