HomeMy WebLinkAboutSW6130703_As-Built and Certification - Pond 8_20211208SIMILAR SPECIES OF PLANTS (TM 4 j 4 4 4 W TLA DS
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LOCATI PLANTING �EGFlGpONB A T TIO '3 4 I " + -> -> A
BOTANICAL NAME COMMON NAME POOL ELEV + 0.5' 4 : ` \ � '•a
SHALL AauB s,&coitlaam SweetBeg s 4A s ' ".
ON
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WATER Allisma sibWidahm Water padain 2•be ar• ma •' ,_ @ '-
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Y Wadn WaterWd SHALLOW ~:eYrkk� 1
ITS wqg Wat"ry I Blue nag his LAND " 2.-. • _ _ _ -iC_ X- X X W a
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Jurors tWusus sar. Son rush N %( Y y • ;'r • - X
POaI or sdwm PERMANENT 136.7 `24" ' ' Avc • ' ' __ -
Ludwigie spp. Pnmmse wiXaw POOL o. ` "''.rti / -_ _ "' • - .,,..� "a . _ 1: _ - _ __ _ _� -� . --_ -------
POOL vhgiraw Anefew
Padetlarla cndaG Pickerelweed / ' _ __ -_ - _ __- - -
BagKtaria laMdia Wrk POMb w RW - a DRAINAGE SWALE '�,, / ° " _ ,�, -� _-- --- -- -- - __--- -1a - --__-- __ . _-- --- _-- _ >•-- _;
_ - ---- ---- - _-_----- _ - /i/
N "/ SagNana larrdtlu BWItarlg,e----_---_--_-____ ___-_---_---___-
Saumms damua Liamstall RISEPNI rV�/Uq '----------------------- --------------_-_..-_---_------------ _-----
,.y� -------------- _ _ _
ShcoeWpledw Son stem WwVT / f �! $ / ------ --_--- ------------ - ---------------/
-- -
tabemaemmtmY POOL (I T (/ i / / ------ ------ --___ --- --_ - ---- i
Sdmanape Ttveeaquare Wlr s /- __- ____ __ _-
-----
amenrems 2' \ , I II I I I ___________________
Shcoerapedus �-►� i I 7 C OUTLET
pugens vw.IPrlge,ls TYP / I 'III ------ FFLE HAVE
CTION
SaSawcyp "s Nbclgmss `''a I li i SKIMMER HAS BEEN REM VED BEEN R OVED PRO i 4a
Lzadopsis miliarea Giant cuwass TYPICAL 200 SOFT. PLANING DIAGRAM -1f}78boe I % i t I it I I POND #8----
NOT TO scue I ; I ' I ' I I I �M� -_-_---
SHALL Asc p. incamata Swamp Milkweed QWl
OW sedW
LAD Ciimtenera 0.11 sedge
Chebm glebes Mte TWtlehwd TYPICAL 200 SOFT. PLANTING DIAGRAM -10-1 Slope pa _' ___
Eupatoiiaddpws Dead Joe Pye W§ed
EuWna ,PMs JmPreWeed NOT TO SCALE +s+k i i I �� -_-_-_ -
nswwws RISER AN - -- _ --- ---- - - -
Epam.ddo- SPMW trMIT,Wwead
MaW OUTLE I-_ _ - __---_---_-_=-_____------ ----- - "' �" ;- ---------' -- _
Hidsws a>mxmvu Sr et rose mdbw I L _
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HiNsmslaevis HeIbaMleatmsemallvw PLANTING SPECIFICATION NOTES
Ktutekpkya vingrira SaasMre MaBgv � �-_ _ ____ t, 4 � �__• , ,' � ���'� -____ -- `\ _
1. NO TREES OR WOODY SHRUBS ARE TO BE PLANTED ON THE VEGETATED SHELF OR POND-
LobNiadongitia Cartlinellower Itl3 _ x�_ -'• <___ _-__-___', , < _ _ __ - <
EMBANKMENTS. - _ -- X �
LdJdie elarlgata LGglPatlobelia I _- _
Lobelia sip lti Great Naa Laoese 2. ALL PLANTS SPECIES SHALL BE FROM THE NCDENR-DWQ APPROVED PLANT LIST FOR SHALLOW
RhPld=Wra Stan hwMetdp I
cdamla WATER AND SHALLOW LAND HERBACEOUS PLANTS AND AS RECOMMENDED BY A CERTIFIED
Sacchamm bakW= NaiTm punegiass
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 CUBIC -INCH CONTAINER.
6. THE PLANTING DENSITY SHALL BE 24" ON CENTER, WITH A MINIMUM OF 50 TOTAL PLANTS PER
200SF OF VEGETATED SELF AREA. � _ _ ___ ;--- -
strneturat HDPB plastic
Top View
Trash Rack Assembly
PVC
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DRAWN BY:
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CHECKED:
DBC
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REVIEWED:
DBC
DATE: April 2011
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STORM WATER POND #8 SITE PLAN
SCALE: 1" = 30'
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SOLUTIONS
PEAK ROOF TRASH RACK
CROSS-SECTION VIEW
INC. P.O. BOX 4388
lrmches,er VA 22604
TYPICAL $UUMEROW ORIFICE
877-877-5727
owner arsxxlRAnaN
ATION
m.@J.ati�-roldeon.em
WEIR - FRONT VIEW
Junction Box N.T.S.
137.39
HEADWALL 42" RCP FROM RTTSON INV- 137.93
I HEADWALL 18" RCP FROM HUNTERS DEN INV- =3=
2
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ForeBay 1 r
lG Area a' PIPE (Flat 9
Rip -Rap Dissipator `
w/Filter Fabric Sediment Storage
(63 Tons) (12" minimum)
Weir
(To be installed after
site is stabilized and
sediment is removed)
Water Quality Elev: 142.00
PERM. POOL: 139.00
BOTTOM: 133.00
(VARIES)
i stnrle
.tt of Weh-t
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WEIR - SIDE VIEW
N.T.S.
PERM. POOL- 139.00
1 PERMANENT POOL AREA
Sediment Storage: 134.00
ttom Pond: 133.00 BOTTOM: b
Sediment Storage
(12" minimum)
DETENTION BASIN DETAIL
N.T.S.
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OUT 50 137.93,' \ \ h" F-
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RECORD DOCUMENTS
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STORMWATER BMP CERTIFICATION
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THIS RECORD DOCUMENT REPRESENTS ACTUAL FIELD GATHERED
TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, THE
INFORMATION CONCERNING THE AS CONSTRUCTED STORM WATER
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STORMWATER BMP WAS CONSTRUCTED IN GENERAL
MANAGMEMENT SYSTEM. THIS INCLUDES THE STORM WATER POND'S
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= ¢¢ m %
CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS
PHYSICAL LAYOUT AND ELEVATIONS, THE OVERFLOWS CONFIGURATION
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AND, IN MY PROFESSIONAL OPINION, IS IN COMPLIANCE WITH
AND ELEVATIONS, THE STORM DRAIN INVERTS, GRATE ELEVATIONS AND
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APPLICABLE CODES AND ORDINANCF�$ut1rafSgf
CAR ''•
DISTANCES BETWEEN STRUCTURES. ANY REVISED PIPE SLOPES ON THIS
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PLAN ARE BASED ON ACTUAL INVERTS AND FIELD DISTANCES. THIS PLAN
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HAS BEEN MODIFIED TO INDICATE THE ACTUAL FIELD GATHERED DATA,
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FUlT-HAS-NICIT BEEN REDRAWN TO REFLECT THE ACTUAL LENGTHS OR ELEVATIONS.
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COMPACTED EARTHEN ••
COVERED NTH 24" THK
LAYER OF CLASS-B RIPRAP.
TOP OF BERM EL: 143.50 RIPRAP OUTLET PROTECTION
CREST OF WEIR
-SPILLWAY ELEV. 142.
EXCAVATE POND
3 OUTLET TO EX. GRADE
SHOWN ON THE 1
PLANS
FILTER FABRIC
EXIST. GROUND/ COMPACTED EARTHEN EXIST. GROUND/
TOP OF DAM: 143.50 DAM COVERED NTH TOP OF DAM: 14350
11=1 �•, OF
i:NOTTES
SPILLWAY EL: 142.50 LENGTH OF WEIR = 22' 1.COMPACT EARTHEN .•
2.REMOVE ACCUMULATED
SEDIMENT FROM THE POND
EI=
:SEDIMENT - DEPTH OF 15'. AS PER PLANS
EMERGENCY SPILLWAY
NOT TO SCALE
VEGETATED BENCH SEE PLANTING DIAGRAM
TOP VEG SHELF: 139.50
4" Drawdown Assembly
BOTTOM VEG SHELF: 138.5
(Permanent) (See Detail Below)
ISER W/TRASH RACK
�� OP OF DIKE: 143.50
3
1
Skimmer Assembly (Temporary)
3
141.51
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' ELEVATION RISER): »
//��Anti-Seep Collar
X I 10
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75.36' 0.54%
I I OF 24" RCP ® 24" INV OUT
136.74
AttalSn Skimmert BARREL INV. OUT IQ
Drain Valve Flange 137.15 \ \`
CllFOFF TRENCH 2'
Gravel Support For DE /r
Skimmer 5 Tons #57
Stone w/Filter Fabric
(To be removed after Rip -Rap Dissipator
site is stabilized and w/Filter Fabric
sediment is removed) (See Schedule)
50
PLAN
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) PRECAST BOX
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FINAL RECORD DOCUMENTS
FOR PWC WATER AND SEWER UTILITIES
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THESE RECORD DOCUMENTS REPRESENT ACTUAL FIELD
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SEWER INVERTS AND MANHOLE RIM ELEVATIONS AFTER
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CONSTRUCTION. THEY ALSO INCLUDE FIELD CHECKED
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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
ZTHIS
INFORMATION AND SHALL NOT BE RESPONSIBLE FOR
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ANY ERRORS OR OMISSIONS WHICH MAY BE
INCORPORATED HEREIN AS A RESULT.
W
TRASH RACK
141.51
RISER ELEV: d211DQ
DRAWDOWN THREADED PLUG
PVC TEE
139.02
PVC CAP
w/DRILLED HOLE
ml 2.00" ORIFICE
CONCRETE ANTI -FLOTATION/ I_
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
--- 6" 1
Tx
SOLID PRECAST BOX
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SCALE AS SHOWN
BOOK NO. N/A
SHEET
28
I AST SAVED 10/28/2021 1109 AM LAST PLOTTED: 10/28/2021 11.13 AM PLOTTED BY: David Maples FILENAME. G\CURRENT JOBS\CAMDEN GLEN DEVELOPERS
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