HomeMy WebLinkAboutSW6130703_As-Built and Certification - Pond 10_20211208PLANTING SPEOFIGAmeNS
LOCATI
ON
BOTANICAL NAME
COMMON NAME
SHALL
ow
Aclussubcomalum
Sweet"an
WATER
Arnim sulacamnan
Water plarrtan
Hydima quadnvi
Waterpatl
iris tirgi ice
walerpad Blue flag ins
Jariws abate sMar.
pylael or sdubas
SaRrasa,
Lat igia spp.
Primrose willow
Peltendra viryrira
Amowanxn
Pontedena cadea
Pickerehvee0
Sagiaeia wino I
Duck Potato
Sagittana lentifole
BuiLamguue
$811Nme faalW9
LRBBes tall
SGtloenOPeCtlla
labemaemondrm
Soft Si Manatee,
Schcenoplecus
ameicarlus
Tlveestime Wimli
sGwempleces
pungent Mar. pugens
Sdrpus cypeksss
Woolginin
n+"mopsismina�
Gmntartgass
SHALL
ow
Ascepias incami
Swemp Milkweed as
sedge
LAND
Caren, lerrta t
Quit sedge
Chelooe glade
Wide TuNeheed
Elryataiedelplsis
dub us
Don rf Joe Pye Weed
Eupadeandelphus
fisWloeae
JoePye Weeal
EprtmadNpbe
maWmide
Spotted wmPelweatl
Hibscus mccineus
Sranat rose melba
Hibiscus lw is
Hamndlear msemNlvw
Kneteledkya Nrgiriw
Seashore Malbw
Lobelia raranaes
CerdirW nave,
Lobelia dongrz
Lolgaine labeiia
Lobelia siphili
Great blue LWelia
Rhynclacti
colorela
$tan Ata iia enor,
Sacdlerum bakMini
Nemw punegme
PVC
SIMILAR SPECIES OF PLANTS (TYR)
SEE NOTE 4
20'
POOL ELEV +0.5'
fV H
SHALLOW
LAND 1O
V H
PERMANENT
POOL
V H
SHALLOW
n
WATER o
POOL ELEV-0.5' N ~
Typ.
TYPICAL 2DO 80-FL PLANino DIAGIRAM-10161ooe
NOT TO SGIE
TYPICAL 200 SO.FT. PLANTING DIAGRAM -10-1 Slope
NOT TO SCALE
PLANTING SPECIFICATION NOTES
1. NO TREES OR WOODY SHRUBS ARE TO BE PLANTED ON THE VEGETATED SHELF OR POND
EMBANKMENTS.
2. ALL PLANTS SPECIES SHALL BE FROM THE NCDENR-DWQ APPROVED PLANT LIST FOR SHALLOW
WATER AND SHALLOW LAND HERBACEOUS PLANTS AND AS RECOMMENDED BY A CERTIFIED
LANDSCAPER OR SUPPLY NURSERY FOR THE APPLICABLE PLANTINGS ZONE OR REGION.
3. THE VEGETATED SELF IS TO BE PLANTED WITH A MINIMUM OF 3 SPECIES OF SHALLOW WATER
PLANTS AND 3 SPECIES OF SHALLOW LAND PLANTS.
4. SIMILAR SPECIES OF PLANTS ARE TO BE GROUPED TOGETHER.
5. PLANTS SHALL COME FROM THE NURSERY IN AT LEAST A 4 CUBIC4NCH CONTAINER.
6. THE PLANTING DENSITY SHALL BE 24" ON CENTER, WITH A MINIMUM OF 50 TOTAL PLANTS PER
200SF OF VEGETATED SELF AREA.
4•x4'
PVC lee
OuOet aser T e I: 120.00
xV + + + + + + +
Peara,rnt Pool:1ii&W 4.
!• a• Pvc swmerl N 17 N N N N
Into tee,
INv:lse.ap, :; N
N /I/ N N
N N
2.ar arleea orifi¢ N �/
Pont tom t52.OD
CROSS-SECTION VIEW
TYPICAL SUBMERGED ORIFICE
OUTLET CONFIGURATION
NIS
STORMWATER BMP CERTIFICATION
TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, THE
STORMWATER BMP WAS CONSTRUCTED IN GENERAL
CONFORMANCE TO THE APPROVED PLANS AND Sefgl f]CATIONS
AND, IN MY PROFESSIONAL OPINION, IS IN CQMI�AIzMI17rH
APP.LiI,CABLE CODES AND ORDINANCES. �(
O.'pFESS/O
?"aQ SEALy9� =�
ES . KI REG #20690 20680
ti
RECORD DOCUMENTS ,r`•,S 4. K11�Q
THIS RECORD DOCUMENT REPRESENTS AL`�fVMfili GATHERED
INFORMATION CONCERNING THE AS CONSTRUCTED STORM WATER
atmetwal HDPE plastic
Top View
Elev. A
MANAGMEMENT SYSTEM. THIS INCLUDES THE STORM WATER POND'S PEAK ROOF TRASH RACK
PHYSICAL LAYOUT AND ELEVATIONS, THE OVERFLOWS CONFIGURATION
AND ELEVATIONS, THE STORM DRAIN INVERTS, GRATE ELEVATIONS AND
DISTANCES BETWEEN STRUCTURES. ANY REVISED PIPE SLOPES ON THIS
PLAN ARE BASED ON ACTUAL INVERTS AND FIELD DISTANCES. THIS PLAN
HAS BEEN MODIFIED TO INDICATE THE ACTUAL FIELD GATHERED DATA,
BUT HAS NOT BEEN REDRAWN TO REFLECT THE ACTUAL LENGTHS OR ELEVATIONS.
2.5
�1
Rip -Rap Dissipator
w/Fier Fabric
(63 Tons)
2
Forei Area 1r
Sediment Storage
(12" minimum)
Trash Rack Assembly
e8c 8ami®a. `-
m� srri°
oncrete rim
Elev. B
P.O. Box 4386
Winchester VA 22604
877-877-5727
COMPACTED EARTHEN DAM
P.
- RIPRAP OUTLET PROTECTION
P - +
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STA/! 45.93 -- ` 8 �.� - ,
167. 5
GRA E. I + + _______---
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`SM% 'OUT: i i i li i i i i + i---------- - - - - - - - - - - - - -------
r �
\\ Rcp@ --,- per\ i t ;ill i i I ": i BAFFL S HAVE BEEN RE OVED i ; r
1"/0 / /
I If
/ /
+
/ �: I I II II I
-30" WCP / ii ° !i i SKIMMER H S EN R OVED _♦ i i ' % i x
54.07' // 0% ' / i i i \� ;
If
OREBA
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DWA+LL �' I�SE _+ + UNCY
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OUTLET TO EX. GRADE
GROUND/
)F DAM: 163.00
ITES:
;OMPACT EARTHEN DAM TO 98%
SAX DENSITY (ASTM D-698)
tEMOVE ACCUMULATED
;EDIMENT FROM THE POND
YHEN SEDIMENT REACHES A
)EPTH OF 1.5'. AS PER PLANS
STA 2+02.93
30" OUT:
158.11
:�
SILT FENCE
O • T (TYN
DRAINAGE SV
�G
STORM WATER POND #10 SITE PLAN
SCALE: 1" = 20' Top: 163.00
Water Quality Elev: 160.00
PERM. POOL: 158.00
BOTTOM: 152.00
VEGETATED BENCH (SEE PLANTING DIAGRAM)
TOP VEG SHELF: 158.50
4" Dmwdown Assembly (Permanent) /-BOTTOM VEG SHELF: 157.50
(See Detail Belovi / I I 11 I
EMERGENCY SPILLWAY
NOT TO SCALE Skimmer Assembly (Temporary)
160 05
1 IPERMANENT POOL AREA
Sediment Storage
(12" minimum)
TEMP. WATER QUALITY ELEVATION (T/RISER): YEQAH
PERMANENT POOL: 158.00
Sediment Storage: 153.00
(To be installed
after site is
stabilized and
sediment is removed) DETENTION BASIN DETAIL
N.T.S.
/ Attach Skimrei
Drain Valve Flange
Gravel Support For
Skimmer 5 Tons #57
Stone w/Filter Fabric
(To be removed after
site is stabilized and
sediment is removed)
W/TRASH RACK
O
m
.3
Collar
71.51' 0.57%
OF DIKE: 163.00
3
T.0 OF 15' RCP
BARREL INV OUT: *M= \ i
155.96
CUi-OFF TRENCH 2'
DEEP
155.55
15" INV OUT- 155 X
Rip -Rap Dissipator
w/Filter Fabric
(See Schedule)
5"
155.55
«
PR
I (VARIES) ,10', 5' I(VARIES)
157
.ca
WEIR - SIDE VIEW
N.T.S.
Q
��•+ SPILLWA
N #10B
FINAL RECORD DOCUMENTS
FOR PWC WATER AND SEWER UTILITIES
THESE RECORD DOCUMENTS REPRESENT ACTUAL FIELD
SEWER INVERTS AND MANHOLE RIM ELEVATIONS AFTER
CONSTRUCTION. THEY ALSO INCLUDE FIELD CHECKED
DISTANCES BETWEEN MANHOLES. THE REVISED PIPE SLOPES
ARE BASED ON ACTUAL INVERTS AND FIELD DISTANCES. THE
PLANS HAVE NOT BEEN REDRAWN TO REFLECT THE ACTUAL
FIELD ELEVATIONS, LOCATIONS OR SLOPES.
THE WATER UTILITIES HAVE BEEN BASED ON INFORMATION
PROVIDED BY OTHERS. THE DESIGN PROFESSIONAL HAS
NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF
THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR
ANY ERRORS OR OMISSIONS WHICH MAY BE
INCORPORATED HEREIN AS A RESULT.
� TRASH RACK
5' r 5'
PRECAST BOX
CONCRETE ANTI -FLOTATION/ (-
BLOCK FILL BOX TO 2.50' f s
DEPTH
VARIES
NOTE: CONTINUOUS
RUBBER WATER STOP AT
ALL CONSTRUCTION JOINTS SECTION
OVERFLOW STRUCTURE
NOT TO SCALE
DRAWN BY:
RBJ
CHECKED:
DBC
REVIEWED:
DBC
DATE:
October 2011
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RISER ELEV:1a
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4" x 4"
PVC TEE
PVC CAP w/2.00"
DRILLED HOLE
5'x5e
SOLID PRECAST BOX
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BOOK NO. N/A
30
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11:09 AM USE PLOTTED: 10/28/2021 11,16 AM PD NED 6Y: David
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