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HomeMy WebLinkAboutSDP202200043 Plan - Submittal (First) 2022-06-13 (4)au1l.com � - r DENSE TREE' iN a J L�E SREES �,SREES t_J V 5` -� HP' e 0 BRUSH d �g0 13 /J 9 LEGEND O- - - - - WETLAND STREAM BUFFER ® — - - — PROPERTY LINE OOH_, (E) OVERHEAD LINES & POLE © (N) PERIMETER SECURITY FENCE (SEE C-300) z� O- - - - - SETBACK ® SITE GRAVEL ACCESS ROAD ® OLAYDOWN YARD 1 O (N) ACCESS GATE AT SITE MAIN ENTRANCE (C-300) 1Z — — — SITE SOILS BOUNDARY 13 ------------ BUILDABLE AREA 14 DRY SWALE 15 FLOOD PLANE DELINEATION 16 COMPOST AMENDED VEGETATIVE FILTER STRIP 17 DRAIN PIPE 375 (E) MAJOR CONTOUR -�J ENS TREES 376 (E) MINOR CONTOUR DENSE TREE DOSE E —75 — (N) MAJOR CONTOUR — 76 — (N) MINOR CONTOUR D SE TREES I I BRUSH O E E T EES BR H I 1 / I BRUSH � o B U BRUSH 1 I 1 BRUSH I i IBIUSH14 I I 17 I I� I 2 CIS 31 o BRAY SIH - - - 6 360 \ o I um BRUSH DS 30 W W BRUSH 'III Ii1111111111111111P 111 lilllllll llll1111511 16 0 STORMWATER MANAGEMENT PLAN 0 75 150 SCALE: 1" = 75' FEET Dig With GQIDQ LEGEND O- - - - - WETLAND STREAM BUFFER ® — - - — PROPERTY LINE O0H_1 (E) OVERHEAD LINES & POLE © z (N) PERIMETER SECURITY FENCE (SEE C-300) O- - - - - SETBACK ® ® SITE GRAVEL ACCESS ROAD OLAYDOWN YARD 1 O (N) ACCESS GATE AT SITE MAIN ENTRANCE (C-300) 1Z — — — SITE SOILS BOUNDARY 13 ------------ BUILDABLE AREA 14 DRY SWALE 15 FLOOD PLANE DELINEATION 16 COMPOST AMENDED VEGETATIVE FILTER STRIP 17 DRAIN PIPE STATE ROUTE 0 53 375 (E) MAJOR CONTOUR o D NSE rR 376 (E) MINOR CONTOUR — 75 — (N) MAJOR CONTOUR — 76 — (N) MINOR CONTOUR BE T ES O a b I DE SE TREES / H v o-- W CIS 35 M — a — °o BRus BRUSH W o 16 / i o BRUSH - I o DENS TREESI I I H w D / Rus D OO I T ES c o M � H I I 4 / Rus Rs `�0 0 0 I ENS / o \ BRUSH44 /B 5 c M C / DENSE TREES O / R D S E S \ 0 BRUSH o _ 367. 1 i.11lillilililliFtill4idlilliLliI lll!!j� \ 0 2 HEALTH OF - I BRUSH USH DAMN RAY GALLO Lic. No. 402058736 �O�FSSIONAL 0 \\\ E�Ol�wty wcwEERs IAMB' 4 ISSUED FOR PERMIT AA MM 06/08/2022 lit 1 3 90% FOR CLIENT REVIEW AA MM 05/04/2022 n w°Di d G 2 90% FOR CLIENT REVIEW AA MM 04/17/2022 8 1 60% FOR CLIENT REVIEW AA MM 03/11/2022 a O 8 R RUSH DS 34 0 30% FOR CLIENT REVIEW AA MM 02/11/2022 d REV DESCREPTION BY CHK DATE 1IMII HIIIIII-144IIIIIIIIIIIII IIII I [Ili Hill I Hill IIIIHIIIIFIFIVIIIIIII I till Hill IAIIIIIAIIIIIIIII STORMWATER MANGEMENT PLAN SW-202 0 SHEGf TDI.E SF[EEf NO. ° RIVANNA SOLAR 1 � � till 1`1111411111111111111111111HII o ALBEMARLE COUNTY, VIRGINIA LAT: 37.962594 / LON:-78.402635 BRUSH S R ES PRoIECf DETAIIS IN li w w R o R s ADAPTURE SOa 1 STORMWATER MANAGEMENT PLAN RENEWABLES O 75 1F0 , SIERRA OV EPHEAO ANALYTIC6 W-20 SCALE: 111 = 751 1 FEET , ' DATE: 05/25/2022 DFTR: ALEX ASFEH CONFMEN v STA�FEWWF MITCHELL T DBAWWcts THE MOPERTT OF 5IExxA OVERHFAD ANAL C5. 9 SCALE: AS SHOWN CHKD: THIS BJMA FORTION 5 OONFF[D UL AND Is M BE USED ONLY Rv D' WlthO©�© MENEZES CONNECTIONW WORK DESCRIBED BY SBIRRA OVERHEAD ANALYOI NO PART 5TO BE DISCLOSED TO OTHERS WITHOUT WRII'I F.N PERM65ION PAPER SIZE: 24" X 36" ENGRRDAAR OWAY 5re ovERHEAD ANALYOCS FROM Nllllillllo iilllllii:411111117lIII IIII7i7ii11111111111 ]51111IF, IF, 1111 I IF, I Ia L 11 R JY 111111111111IIIIIIi111111N1111111119i187i77lS11 IIIIl111ltlllllEi1�7111AIYIf 71111l IISs A1N77 t'5N • a Iii %Om &N LEGEND .v - O DS 8 DS 33 16 DS 7 DS6\ 14 W 2 17 DS 5 13 MIMM01% V 4 I - - - - - WETLAND STREAM BUFFER ® - - - - PROPERTY LINE OOH_, (E) OVERHEAD LINES & POLE © (N) PERIMETER SECURITY FENCE (SEE C-300) z� O- - - - - SETBACK ® SITE GRAVEL ACCESS ROAD ® OLAYDOWN YARD 1 O (N) ACCESS GATE AT SITE MAIN ENTRANCE (C-300) 1Z - - - SITE SOILS BOUNDARY 13 ------------ BUILDABLE AREA 14 DRY SWALE 15 FLOOD PLANE DELINEATION 16 COMPOST AMENDED VEGETATIVE FILTER STRIP 17 DRAIN PIPE 375 (E) MAJOR CONTOUR 376 (E) MINOR CONTOUR -75 - (N) MAJOR CONTOUR - 76 - (N) MINOR CONTOUR STORMWATER MANAGEMENT PLAN 0 75 150 SCALE: 1" = 75' FEET Dig With GQIDQ I N"'wi : i7 DS 1 Ell 3 nA DS 12 14 16 ry ,�o 17 ZONE "X" DS 2 13 ZONE If/ LEGEND O- - - - - WETLAND STREAM BUFFER ® — - - — PROPERTY LINE OOH_, (E) OVERHEAD LINES & POLE © z� (N) PERIMETER SECURITY FENCE (SEE C-300) O- - - - - SETBACK ® ® SITE GRAVEL ACCESS ROAD OLAYDOWN YARD 1 O (N) ACCESS GATE AT SITE MAIN ENTRANCE (C-300) 1P — — — SITE SOILS BOUNDARY 13 ------------ BUILDABLE AREA 14 DRY SWALE 15 FLOOD PLANE DELINEATION 16 COMPOST AMENDED VEGETATIVE FILTER STRIP 17 DRAIN PIPE 375 (E) MAJOR CONTOUR 376 (E) MINOR CONTOUR —75 — (N) MAJOR CONTOUR — 76 — (N) MINOR CONTOUR STORMWATER MANAGEMENT PLAN 0 75 150 SCALE: 1" = 75' FEET Dig With GOIDQ LEGEND 3' 0----- 2 WETLAND STREAM BUFFER —PROPERTY LINE 13 2 O OH_, (E) OVERHEAD LINES & POLE (N) PERIMETER SECURITY FENCE (SEE C-300) O— — — — — SETBACK $ ® SITE GRAVEL ACCESS ROAD OLAYDOWN YARD 1 O (N) ACCESS GATE AT SITE MAIN ENTRANCE (C-300) — — — SITE SOILOIL S BOUNDARY 13 ------------ BUILDABLE AREA 14 DRY SWALE 15 FLOOD PLANE DELINEATION 16 COMPOST AMENDED VEGETATIVE FILTER STRIP 17 DRAIN PIPE 375 (E) MAJOR CONTOUR 376 (E) MINOR CONTOUR — 75 — (N) MAJOR CONTOUR — 76 — (N) MINOR CONTOUR Tif U 1 DARIN RAY GALLO Lic. No. 402058736 �O�FSSIONAL �Ol�wty ENGINEERS IAMB' 4 ISSUED FOR PERMIT AA MM 06/08/2022 3 90% FOR CLIENT REVIEW AA MM 05/04/2022 2 90% FOR CLIENT REVIEW AA MM 04/17/2022 1 60% FOR CLIENT REVIEW AA MM 03/11/2022 0 30% FOR CLIENT REVIEW AA MM 02/11/2022 REV DESCRLPTION BY CHK DATE STORMWATER MANGEMENT PLAN SW-206 SHEEP TDIE 511EEf NO. RIVANNA SOLAR ALBEMARLE COUNTY, VIRGINIA LAT: 37.962594 / LON:-78.402635 PROJE DETMU3 %JI)11 ADAPTURE SOa 1 STORMWATER MANAGEMENT PLAN RENEWABLES O ''S 1Fo , SIERRA OV EPHEAO ANALYTIC6 W-20 SCALE: 1 = 75' FEET 0 , ' DATE: 05/25/2022 DFTR: ALEX ASFEH CONFMENTu STATEMENT MITCHELL TIIL'' DRAVMGI5 THE PROPERTY OF 5IF.RRA OVERHEAD ANAL 5. 9 O©�© SCALE: ASSHOWN CHKD: T1 MA MFORTION 5cONHDFNTIAL AND IS M BE USED ONLY IN DI With MENEZES CONNECFION WHH WORK DESCRIBED BY SIERRA OVERHEAD ANALYO NO PART 5TO BE DISCLOSED TO OTHERS WITHOUT WRFITF.N PERM65ION FROM PAPER SIZE: 24" X 36 ENGRRDAAR OWAY 5re ovERHEAD ANALYOCS SIZING FACTORS PROFILE (#) WATER QUANTITY REQUIRED (YD) WATER QUALITY (YD) CONTROLING ITEM 1.0000 438.47 89.63 QUANTITY 2.0000 1897.29 2061.85 QUALITY 3.0000 -46.20 95.37 QUALITY DRY SWALE VOLUMES SWALE (#) VOLUME STORED (YD) PROFILE (#) DS 1 75.24 1 DS 2 137.26 1 DS 3 111.44 1 DS 4 115.54 1 DS 5 53.20 2 DS 6 63.59 2 DS 7 41.87 2 DS 8 124.98 2 DS 9 28.96 2 DS 10 90.67 2 DS 11 105.15 2 DS 12 97.28 2 DS 13 85.00 2 DS 14 38.72 2 DS 15 49.11 2 DS 16 154.57 2 DS 17 42.19 2 DS 18 19.52 2 DS 19 134.74 2 DS 20 14.48 2 DS 21 43.13 2 DS 22 45.33 2 DS 23 217.22 2 DS 24 1 58.56 2 DS 25 97.59 2 DS 26 52.26 2 DS 27 184.17 2 DS 28 79.96 2 DS 29 44.39 2 DS 30 63.91 2 DS 31 111.13 2 DS 32 127.50 2 DS 33 444.20 2 DS 34 98.85 3 DS 35 33.69 3 TOTAL TREATM ENT PROFILE (#) TREATED (YD) OVER/UNDER (YD) 1 439.48 1.01 OVER 2 2713.39 651.53 OVER 3 132.54 37.16 OVER NOTE: FOR DRAINAGE PROFILES SEE H&H REPORT 1 1 DRY SWALE DESIGN TABLE SCALE: NTS 1.5' ENGINEERED SOIL MIX CHOKER STONE CUT (YD3) FILL (YD 3) NET (YD 3) 9507.35 1871.66 7635.68 CUT 3:1 SLOPES PERFORATED PIPE STORMWATER CUT & FILL SCALE: NTS 1.25' 4 DRY SWALE DETAIL SCALE: NTS 1' DIAPHRAGM (F GURE 2 2) NOTCH WEIR SEE DETAIL 5 STRIP OR� CONSERVED OPEN SPACE WIDTH AS DETERMINED LeLe®Itil (TABLE 2 2) - TYPICAL CONFIGURATION OF SHEET FLOW TO VEGETATED FILTER STRIP OR CONSERVED OPEN SPACE 4E31„E PEC B.3) )PE AS PNOV DED N TABLE 2.2. 3 1 VEGETATED FILTER STRIP, TYP SCALE: NTS SPAGNG PER CG -j OVID'EW-Acs rRAPe2O4DAL NCH A SLOPIM P40 STEEPEa WEIR TKAN 3 1. SEC 5 1 714 � I r I% +•. i i i M MY -4 ASS w a w a i do- Saw tel d,.i, " r S+.OPEy t•Xa ST�SR A' TF1AF� 3 ,. IawE�+�W S PLAN IT '. F • #A PME -N i i C EOK CL- • E rEQ IN r mr. mum 1'-3' DUV,tETER Mr,E TO BE PLACED W DEEP Ah'4D LMADEFLAN BY NON-YVC%MN FiL7W FASM CHECK DATA iiEYED 114 4' MIR" C.r...WPOST AMENDED SoLs TOP pF CHECK CAM 2 m"kk" i 0- A f WEIR DETAIL NCrrOH WEA ,r- C►4ECK CAI MYF 1 SECTNDN A-W 5 SWALE WEIR DETAIL SCALE: NTS -uq4: cD.rFa 04 aOtV CI]r W � @AqLir8m.ow4ft#m OR 014M AOCOMANU ll4 OR Er4GINEERED sojL mDC Dig With QOIDQ