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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 - + -------17 =_- y._ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ + - / z -----------------------161-------- ----------- // -+ - - - - - - ---------------------, m yift=X- f " • B // / / / g qtO. « X X* - X _ « / --- -di ----- ------------------------ ----- ---- DI /------- t ------ r------ .------------ y STA/! 45.93 -- ` 8 �.� - , 167. 5 GRA E. I + + _______--- - ---- ------------------ -+/ a OII------- --------------------------------- «r 1 `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 / « / / / ;' ' / / / / I I I I I I I If LOI I I h if I --------------I I ------- ----- -RIS€R L--------------/ ` V ------------------------ I I / ----- + - --- / / - ---- - - - -+---------------------------- -- 6 ---- -----; ;fit DWA+LL �' I�SE _+ + UNCY /+ 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 Z J U �Jr•.�, V Z W J O Z UQLLpLU Z W J w ILL! U 0- 0 a OW Z W a W J O Q a LL Z 113 C7 W Q Y O U U U W LU d W no n,.m o0 m mao;oa Z O W Zz C0 F- Z W 2 Z_ O LL O U W 160.05 RISER ELEV:1a THREADED PLUG 4" x 4" PVC TEE PVC CAP w/2.00" DRILLED HOLE 5'x5e SOLID PRECAST BOX LO 0 LU 00 H Z O G -.1 �T_ 1 ILL J M Lo LL < � LiLLJ �'I 4t I r H O m O Z Z m Lc�QO°'U W � LL d o- .-1 v_ Q w J W � Q W N 2 y q w W Z Z SCALE AS SHOWN BOOK NO. N/A 30 UST SAVED. 11:09 AM USE PLOTTED: 10/28/2021 11,16 AM PD NED 6Y: David e ILIAME. GVCURRENT J`)KVI MDT( GLEN DEVELOPERS LLCV08-2546-01 CAMDEN GLEN (PEARTR`tE WEST)VCERT;FICATIONVA56UILTS - POND SHEETS 5.11.2021.DWG G:\Curter,k,bACinnden Glen Derelopen LLC\08-2546-01 Camden Gam(PEAa1REEWESTAC fffi mn UILT5-MNDSHEETS5.111021.d",1029202111:16A9AM, CaroniPFrap (temporayp4]t.pd