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HomeMy WebLinkAboutSW6130703_As-Built and Certification - Pond 9_20211208aLamelo sa6alacanora LO ONN BOTANICAL NAME COMMONNAME SHALL ow Aays submrdaWm Swael6ag WATER Allisma subwrtlatm Water pMsain Hydrblea queaivalvis well Ins vifgiata Walwpoll Blue flag iris Jurcu, dlfusus war. pylaei or sul Softlush Luhvil W. Primrose willow Pelsnaa virgirip Artvw arum Ponlededm artlas P Edrl Sal UNAM Durk Polam Sagillana Viduloea Bulfloungce SauNNa Cedisu. 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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 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. PEAK ROOF TRASH RACK Inlet on Box Trash Rack Assembly Rh Rkwas` ILcrete I'll Elev. B P.O. Box 43M Winchester VA 22804 877-877-5727 ....pWtk-.latlae.e® WEIR - FRONT VIEW N.T.S. 2.5 71 160.87 24" INV OUT: 16= ForeBoy Area Rip -Rap Dissipator w/Firer Fabric Sediment Storage (63 Tons) (12" minimum) / l iffi/A 7+35 ll HUNTING LODE STA 0+1�75 EASM NT _+�----- / / \ DRAWN BY: RBJ 1 / \ CHECKED: DBC REVIEWED: DEC /►� / \ - DATE: April 2011 G _ D N / 0+6U.\76 O 201 /'' bRAT 166.08 Z w 24c' IN: 162 04 W U) 0 _---------------- N = "" \ \ +- 24 HQ2D5.62 \ \\ 6 RS24OUT: � CHGAT.95 161 13 Z J o % ww 1.3024" I 16978 o _ C) 0 � 24" O T: 100.25 '' ''/+ , _-- --- ---- ---- ---- - \ HEADWALL \ � � W z _ - ----- _ -----' - -- F,�\\ +� STA 0+82.90 `\ Q C) D= 00LL_jLU 48 - 24 RCP p� 00 0/ / / ' ---- ---�� ---- - ------ -- --- - \ \ \ \ \ \ J O > 1 11 -� / / / - \ \ ` \\ ` \ \ \ 4" OUT: '1 'flf'Y >_ Z ° W M g \ \ + `\ \ OUTLET 160.87 '" � W \ \\ \ \ of d wL U + \\\ \ \ \ ` PRO ON ,'' WW 0_ z V IL \ \ / // //// // `\ \\ ' / / / / , / ,, / / / / 1 1 1 + \ 1 1 \\ \ • \s f \ \ \ \ \ / // / // mow/ AFFL SHAVE BEEN MOVED '11111 1111 11 `\A, �� _% / /'/ / / / 1 \ 1 S$ \ 1 1 /' /' / / / /4 •,��� - ---_ �' > moo 00 oa RISE ------------- / b t B + ' _ -�.a' u- rsdC -b-All El Ills RECORD DOCUMENTS THIS RECORD DOCUMENT REPRESENTS H ACTUAL FIELD GATHERED + INFORMATION CONCERNING THE AS y CONSTRUCTED STORM WATER MANAGMEMENT SYSTEM. THIS INCLUDES _ THE STORM WATER POND'S 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. TOP OF BERM EL: 165.00 s� TOAD COMPACTED EARTHEN DAM COVERED WITH 24" THK LAYER OF CLASS-B RIPRAP. RIPRAP OUTLET PROTECTION CREST OF WEIR -SPILLWAY ELEV., 163.50 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 SPECIFICATIONS AND, IN MY PROFESSIONAL OPINION, IS IN COMP"Ill WITH APPLI ABLE CODES AND ORDINANCES. CAROL a/; JPNIES IIII. KIZ , J ., PE REG #2013 : 2 SEAL 9� 20680 q4jKlil4ts 2.5 ,F_ �, PERMANENT POOL AREA EMERGENCY SPILLWAY NOT TO SCALE PERM. POOL' 160.00 B: 155.00 Sediment Storage J (12" minimum) Weir (To be installed after site is stabilized and sediment is removed) DETENTION BASIN D ETAI L N.T.S. Is MAMMA•• t Drawdown Assembly (Permanent) (See Detail Below) Skimmer Assembly (Temporary) 162.05 /Attach Skimmer low Drain Valve Flange Gravel Support For Skimmer 5 Tons J57 Stone w/Filter Fabric (To be removed after site is stabilized and sediment is removed) i >\ 4 -� \; EMERG)ENCY Q _SPILLWAY _4 4 >\ 4 4 _ 4 >\ STORM WATER POND #9 SITE PLAN (VARIES) ,1a, 5' I(VARIES) St" «s Of We"* WEIR - SIDE VIEW N.T.S. VEGETATED BENCH SEE PLANTING DIAGRAM TOP OF VEG SHELF: 160.50 BOTTOM OF VEG SHELF: 159.50 W/TRASH RACK OP OF DIKE: 165.00 2.5 '� 3 �' Anti -Seep Collar X I 10 (a 64.13' 0.33% ZSt OF 15" RCP O 0G3OL RISER INV. OUT \ 153.91 CUTI TREt1CH 2' DEEP SCALE: 1" = 20' PVC 4-x4- PVC lee O,roet. I 12W.W V:163.50 + + + + + + + + + + + + + t + + + .;. PenreneM :1641 ` /J N N r INC 4weeae- N 1r N h rear INv: 161 N N N N N N N N Pvc uP w12.01Pe•od orfice /Ij N ^/ -1. N 7 7N P. babm 154.00 .b'<:qY �:.� b ..T T.�.•`L:F'ri�� +4� " vy �Y"� ..I:.I ar. .•t-�'t.•: CROSS-SECTION VIEW 153.70 15" INV. OUT Rip -Rap Dissipator To/Filter Fabric (See Schedule) TYPICAL 91CONFI,m ORFICE , 5' x 5' ET cna WrTCIISATx•+ SOLID PRECAST BOX PLAN T FENCE 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. 160. INV. EL:18A3 r , 15 CONCRETE ANTI -FLOTATION/ (I -- BLOCK FILL BOX TO 2.50' DEPTH NOTE: CONTINUOUS VAR IE RUBBER WATER STOP AT ALL CONSTRUCTION JOINTS SECTION OVERFLOW STRUCTURE NOT TO SCALE TRASH RACK 162.05 RISER ELEV: Y82DR THREADED PLUG PVC TEE PVC CAP Wj w/2-00" DRILLED HOLE 6" 5'x5' SOLID PRECAST BOX Z O 0) W Ii L0 O W C'M 00 N H Z o O LU LJMLA� - T_ 0 > Ln v k m ~ m d o Z 1n .0°)V LU r LL a- d J CIS Z W � Q W N w Z Z SCALE AS SHOWN BOOK NO. N/A SHEET 29 UST SAVED- 10/28/2021 1109 AM IAA PLOTTED: 1D/28/2021 11.14 AM PLOTTED BY: David Maples FILENAME: G:\Currtn[lobs\C en Gen DeMcpas_.\W25r6-Ul C Iu,Glen(F£M1REE WESRMDE1rr®tiMV39UILT5- NNU SHEETS 1112UG1.tlwg, WASUALull 11:14:39AM,G iRTaUnenpUr&yRll CBS\CAMDEN LIEN DEVELOPERS ILC\08-2546-01 CAMDEN GLEN (PEARTREE WEST)\CERTIFICATION\ASBUILTS - POND SHEF'S 511 2021DWG