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HomeMy WebLinkAboutSW6130703_As-Built and Certification - Pond 8_20211208SIMILAR SPECIES OF PLANTS (TM 4 j 4 4 4 W TLA DS SEE NOTE 4 � - 4 4 4 zo' �TAIL�)ITCH� OU�LE NAY 4 1h 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 OW WATER Allisma sibWidahm Water padain 2•be ar• ma •' ,_ @ '- H dm v s F---- _ _ Y Wadn WaterWd SHALLOW ~:eYrkk� 1 ITS wqg Wat"ry I Blue nag his LAND " 2.-. • _ _ _ -iC_ X- X X W a d _ -- y 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 _ , 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 �x - - - DRAWN BY: RBJ CHECKED: DBC 4 4 REVIEWED: DBC DATE: April 2011 E> 4 6379' - 74�" R � @)0.83°/6> - 4 DI 4 _ TA 0+;6.79 O;UTFA F- ST 1+48.43 FROM RITSON � -> GRATE:1�6.3 0 TLET ->24" INc 1 4 Z 141.49 - Z 138.00 W (n U J Z J FOREB 00 W Z �0s O O OD >- Z W O } �C '''' ' ice, �, ' i , ' 1,', • ', ', 3� I \ N ^ I- W W (L 0 0 Z \ LU a W rn D_ V ' LL \ W = • ,� 51 \ \ W� �i/i C W G Y (-�_ ------"sue------- � � ' ---------- '�_ _ WING LODGE D ., / 58 STORM WATER POND #8 SITE PLAN SCALE: 1" = 30' 4•x4• 0"Haar T I: 142W + + + + + + + + + + . -.. ..: + + + + + + + 'a•A - Pemaned 139.W - • <, .•. N V N N 4' AJ 1r N mo mar Elev. A Elev. B W139W ^l N N N N 'J N N Pvc mp N w12.00•d,aed odfim /Ij /J N N e �..s :. Pak botloirt 133.W _ '. '... PLASTIC .y~ ._ .. .. ....� SOLUTIONS PEAK ROOF TRASH RACK CROSS-SECTION VIEW INC. P.O. BOX 4388 lrmches,er VA 22604 TYPICAL $UUMEROW ORIFICE 877-877-5727 owner arsxxlRAnaN ATION m.@J.ati�-roldeon.em WEIR - FRONT VIEW Junction Box N.T.S. 137.39 HEADWALL 42" RCP FROM RTTSON INV- 137.93 I HEADWALL 18" RCP FROM HUNTERS DEN INV- =3= 2 �1 2 ForeBay 1 r lG Area a' PIPE (Flat 9 Rip -Rap Dissipator ` w/Filter Fabric Sediment Storage (63 Tons) (12" minimum) Weir (To be installed after site is stabilized and sediment is removed) Water Quality Elev: 142.00 PERM. POOL: 139.00 BOTTOM: 133.00 (VARIES) i stnrle .tt of Weh-t V I (VARIES) WEIR - SIDE VIEW N.T.S. PERM. POOL- 139.00 1 PERMANENT POOL AREA Sediment Storage: 134.00 ttom Pond: 133.00 BOTTOM: b Sediment Storage (12" minimum) DETENTION BASIN DETAIL N.T.S. O Q \ S U JAEAD \ W 0 ST 1 is" \\ W OUT 50 137.93,' \ \ h" F- ' \ / W „ x W a 81.86' - 18', 4.64° w „ m" c o N _STA 21+69. 1 "TING LOD � ' STA 0+37.7 ASEMENT m ma a OD:,T65.27 49 G13A :154.60 10"IN: IOU. x'Ci a 18" OUT: .80 y\ a \ O ,- I 10 m (6 WW MEN Z` RECORD DOCUMENTS Z O Z na STORMWATER BMP CERTIFICATION LU THIS RECORD DOCUMENT REPRESENTS ACTUAL FIELD GATHERED TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, THE INFORMATION CONCERNING THE AS CONSTRUCTED STORM WATER Q U = \a STORMWATER BMP WAS CONSTRUCTED IN GENERAL MANAGMEMENT SYSTEM. THIS INCLUDES THE STORM WATER POND'S Z O = ¢¢ m % CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS PHYSICAL LAYOUT AND ELEVATIONS, THE OVERFLOWS CONFIGURATION o AND, IN MY PROFESSIONAL OPINION, IS IN COMPLIANCE WITH AND ELEVATIONS, THE STORM DRAIN INVERTS, GRATE ELEVATIONS AND 0 d �.•'���� APPLICABLE CODES AND ORDINANCF�$ut1rafSgf CAR ''• DISTANCES BETWEEN STRUCTURES. ANY REVISED PIPE SLOPES ON THIS O �: I �P �`•, N •` t , .,. .... PLAN ARE BASED ON ACTUAL INVERTS AND FIELD DISTANCES. THIS PLAN L) .. Essip HAS BEEN MODIFIED TO INDICATE THE ACTUAL FIELD GATHERED DATA, W v : 7 FUlT-HAS-NICIT BEEN REDRAWN TO REFLECT THE ACTUAL LENGTHS OR ELEVATIONS. •iA0 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 �1 ' ELEVATION RISER): » //��Anti-Seep Collar X I 10 / m / 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 4.. S' ) PRECAST BOX L0 O M 00 LIJ 0 I- Z CD o LU !� r 0 LL J CIDLC)V- 0 � U-) O W X 00 W FINAL RECORD DOCUMENTS FOR PWC WATER AND SEWER UTILITIES of W m O Z THESE RECORD DOCUMENTS REPRESENT ACTUAL FIELD m LO d7 W SEWER INVERTS AND MANHOLE RIM ELEVATIONS AFTER Q 0 CONSTRUCTION. THEY ALSO INCLUDE FIELD CHECKED LL O_ d J 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 Q Z 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 W N y w C ZZ g 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 G:.CQ, tJobz\Gmnden Glen Oe lWm LLC\W-2546-01 CandenGm(PEAmREEWEST\CeN .\fSBUILR-WN°SHEERS.112021.dv ,IORB/102111:13A0AµCmnIPF)W (krtgoray)2653.pc3 ADEN GLEN (PEARTREE WEST)\CEPLF1`AT10N\AS9UILTS - POND SHEETS 5.11.2021.DWG