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Home My WebLink AboutWPO201700016 Plan - As-built 2022-02-14BMP AS -BUILT PLAN FOR LEGEND OLD TRAIL BLOCKS 55 205 * 21 EXIST NEW DESCRIPTION 16'TG x 125TC TOP OF CURB ELEVATION 165 x 125 SPOT ELEVATION 165TW x 12'TW TOP OF WALL ELEVATION 16'6W X 125BW BOTTOM OF WALL ELEVATION BENCHMARK STORM SEWER -RD —+o ROOF DRAIN SEWER LINE s"w 6"w WATER LINE GAS GAS GAS LINE SHE SHE OVERHEAD ELECTRIC WIRE sE nce UNDERGROUND ELECTRIC oHr oHT OVERHEAD TELEPHONE LINE cT DST UNDERGROUND TELEPHONE LINE — DRAIN INLET (DI) OO 0 STORM/SANITARY MANHOLE PLUG wv wv WATER VALVE & BOX FIRE HYDRANT CK M lxx a WATER METER �� ♦� LIGHT POLE f UTILITY POLE PROPERTY LINE ADJACENT PROPERTY LINE VACATED PROPERTY LINE BUILDING SETBACK PARKING SETBACK SANITARY EASEMENT --'"— GRADING EASEMENT DRAINAGE EASEMENT UTILITY EASEMENT WATER EASEMENT ACCESS EASEMENT STORM DRAINAGE EASEMENT TREE LINE FENCE STREAM 312— — 12 — INTERVAL CONTOUR 300— —0o— INDEX CONTOUR CG-2 CG-2 STANDARD 6" CURB CG-6 CG-6 COMBINATION 6" CURB & GUTTER CONCRETE PAVEMENT / SIDEWALK RIPRAP ASPHALT GRASS EC-2 MATTING EC-3 MATTING WETLAND 10 10 PARKING COUNT — CROSSWALK HANDICAP ACCESSIBLE AISLE /F—N CG-12 HANDICAP PARKING NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. TMP 055EO-0 I -A I -000AO WF02017-0001 G WHITE HALL DISTRICT, ALBEMARLE COUNTY, VIRGINIA Vineyards ■ 6a4 Slabtoy"' ranch ,IARVEST FARMS VICINITY MAP SCALE: -1 1,0001 Rivendews Oki trail Gall Club r Ki FA 7Wkef tr't=1 Yancey Mills kzk\�. 0 a25 IMAGE PROVIDED BY GOOGLE MAPS CI C2 C3 C4 C5 a err o dew yy 0 a m SITE 9la 9` P Gs� �%9nch -;tJb`Ja� Locust Ln '•1 rl . 't.., Oak Of I Slabto`IIt+B�OGr o drOWI1sVIIle � T�rnPike zso . Rockfish Gap ro tft zso g °o_ 3 � a S Westem Albemarle High School -rl_" t,4Frr:,1.P F I?,-Ic`Sr SHEET INDEX - COVER SKEET - AS -BUILT PLAN OVERVIEW - AS -BUILT BIOEILTER PROI=ILES - AS -BUILT PIOEILTER PLAN VIEW - AS -BUILT MITIGATION PLAN OWNER / DEVELOPER Owner: Denstock Old Trail, LLC 1430 Rolkin Ct. Suite 301 Charlottesville, VA 22911 Developer: Denico Development Co. 1430 Rolkin Court, Suite #301 Charlottesville, VA 22911 LEGAL REFERENCE TMP 055EO-01-00-000A1 — DB 4945 PG 404C — DB 5016 PG 134-147 (Plat) — DB 5028 PG 62 ZONING rood Model District (For Portion of Parcel Subject To Site Plan) Entrance Corridor Overlay Original Approved ZMA 2004-024 N Amended ZMA 2008-05 ed 7�' SOURCE OF BOUNDARY & TOPO u�,io iy �tldey i i,cC�i i „vic�c y: Roudabush, Gale, & Associates Inc. 914 Monticello Road, Charlottesville, VA 22902 (434) 977-0205 Boundaries shown on on unrecorded plat based on the proposed Blocks 5, 20, & 21 subdivision dated 07/20/2016, revised 10/04/2016 Topographic survey provided by: Roudabush, Gale, & Associates, Inc. Date Completed: 08/16/2012 Curb and Gutter Survey and Field Verification Completed on 05/03/2016 Proposed development will be subdivided from TMP 55E-01—A1. Asbuilt Survey provided by: Shimp Engineering, P.C. on: November 17th, 2020 Additional Survey provided by: Shimp Engineering, P.C. on: June 29th, 2021 A title report was not provided. All easements and encumbrances may not be shown or ' s plan. BENCHMARK NAVi) BMP MAINTENANCE SCHEDULE ONSITE BMPS: Bioretention Filter Basins (biofilters) Biofilters are sized per Virginia Stormwater Management Regulations Part IIC. All BMP are to be owned and maintained by the Old Trail HOA. All BMP outlet to wetlands at compliant runoff rates. Total Area treated by BMPs: 6.58 Acres. BIOFILTER MAINTENANCE: Maintenance Tasks Frequency • Sot weeding, erosion repair, trash removal, and mulch ralking Twice during growing season • Add reinforcement planting to maintain desired the vegetation density • Remove invasive plants using recommended control methods As needed • Stabilize the contributing drainage area to prevent erosion • Spring inspection and cleanup • Supplement mulch to maintain a 3 inch layer Annually • Prune trees and shrubs • Remove sediment Dints in re -treatment cells and inflow Once every 2 to 3 years • Re lace the mulch layer Every 3 years All primary spillways (outlet risers) should be inspected quarterly. Remove any sediment and debris buildup within filters and risers quarterly and after heavy storm events. Cleanouts shall be used to unclog underdrains and remove sediment buildup from the system. APPROVED by the Albemarle County Community Devel en Department Date 22 File WP0201700016 ' ��pLtH pF 0 Gf� O C� U T tc. o.45183 Off, 1� �SSyONAL ENG` — // Q 01 1 0 LLJ N 1'\ ;L �' N I� LI OLD TRAIL DRIVE ----------- VARIABLE WIDTH PUBLIC ROW — m DB 2886 PG 134 155 (PLAT) yfiY R- R-2 _ — 3G° bb R-3 -P _ _ �t�. , — - — - o rr -- ---- -- -- - ---- _ �- ------ - -- ---- ------ — ==- ---- -- -_- _ -�V,'_ ---__—_-- T\---____-- �_--- f I I I II II.II rll.11 �Il II II I_IIMIP Il�fl fill III. �I�I I II I II I.Il�ll�lf I� F' II � -------- � �i'�'�A�-- _ �__— ° �—ae>✓&—oe—wi ad—aa—m ��69. / ��—oa _ 6 J II.II.II�II�II1•II�II III II II�II�II III II�II�II •�J+ gar, %: `y \r—\ "• 'k --� 16 °q-:-' I-T� ° BLDLl G SETBACKcn ANa Z o 2 • �� ■ ' — I �\ .,I @ \ \\ \ run a o 1 /aori� I 6\ cn (n 1� .'Bldg. 103 Roof ■ ------ -_� Iv �� v �� % v /7 T luml �/ 96 to Biofilter A -Y 1 �I 102 Roof To -__ f— h 1 �. I _ I os / O , , moss // �I / I Bldg. 100 Rod / /!EX. W/L ESMT QQ sr-2 '- lj jl / W w i 9/ SF To sT-/� 1 r I / u u Clubhouse R of / p e To ST-1A 40 D.B. 3442. P.G. 188 I 1105 r . I1VIP a o� - / ■ / / /0 / / //' i � TO BE VACATED �I _ / 0 094 i* I P■ / • - - o / / \/ / / / ic.- 0.45183 I '•---- ---- Y°Z 0— �1 B�OFILTER E 2'1 "E I/ / �1IMI1011011EI1� l - g8 o�� // (/y ■ — 6 0 f Q —� —/wo —a ✓— 1 — — t°Ob I / SSIQ �� 22 O RAMP T �• - - / - \ AM AM L_ ___-l"' � ■ �y /�� .-.-! J "- ' ' I ■ _' o-. M - �i �/ Ili G Yssl 4.0% �- _ _ _ y, r- P,� • • • G I0F LTER ,■ �88 / s w � r _ i I 20 AG ,I �,yG y. 6'd i _-_ �� I• / � _ � / �-�\�_ ,v� � � _ J _ Y09 Q ■o UTILITY AS MENT \�22,497F Y°° m DB 344 PG 188- FE 99ss / / / rob, w ° o 3 I' (PLAT) { I _ -� '/ II / li - I) �0° / o YOZ / o �:'� / II � _ •II / I � / y 1[. Bld 10i Rio Bld 03 Roof Ys'z ' 19 809 S q + / o M Fa�lit 1- lofilter A o ST-1 Y / - Bld 102 Roof Bld 102 Roof I' _ o • Ease nt DB / o U � Qa / FE=89 - I Y I 9 I 9 o �/ o 5916 P ' 20' SWM V - J FE=68 s �- o To ST 2 _ To w-4 - - ° '- I' _ / x YO'Z I m p / �' "'} EIEY.Po881.97 / ' rain ~ 0 0 J� -4 --�—_- J = // / Sa /' Ea ent i w 0 0 NN o / �OF R D / (PG 134, E C3 LC3 i , _ T� B I LT � I � � � ��I / Eft _ - o Q I FIL ER y _ I I1 3ldg. 101 Roo Bldg< 101 R / 0 030 I - DT �� / »I �� ImoI > To ST-5 /'To �3 = L PE SIDEWALK Y0Z 6 i a _ I v / N �I ! - 13� �I I.I S MP. y / NN EFCSEMEAT - I / -Easement a- a , I I dj' / / Easement _ / DB 344r-�188 � (PLA) 1045S I I� ■ — eM1 _—_ DV ' TO BE �ACA�E� - ' / // / I�.II. ' � /� IG 34ION PLANTINN. 3 I I � � °� I � I m it - � _ / \ ToL � i / / /' ♦ r ♦ r r i' ♦ r r r r I'IFEJ381.81 ACSA San. I I \ SWIM FaII �, ® / ♦ \�. Ysz i / / // Easement y - 15° /�CP \ 11 V 3 ■ ent DB Y61 Yas \ ` / \� ■ -_ I / / // w \, ■ C111K/ert Cd 134 - Ysa / ✓ ® �49a �., 1 FE 79.8e �/ / / // / • _ ..� II�II�II eltll ,� ' / / m ® ° % \ �. 7 i/ SWM MM �j L�L / / I I �° / .w U _ -E ent _ _ LL I 0 �� / ®_ � ,/ � � // ��'�1/ o m • // / � — — errla�i>;1,\ �.+s�-+ - 111652 _F / / / I L r I ', z�BIOFILTER� 20' swMLL \\ , / ,II �° , // / I 1 ♦ ♦ ♦ 4 ♦ ♦ ♦ _♦• 2 'o Dralnag� i - 1 --- _- � — _ _ _- 15+00 �• � / / / I \ t�el� .�-Easement �-12-1 10,8 SF IMPIN oti . - 7 W / r °�/ , —_ _ — — —\• — ' — ' — _ • _'_ j.® �, ® .ema / / // I � . . . / \ / ,-- Rip —Rap N�,p^' --' � r �,� � LL 20' SWIM o • ® • o •: o - a F L f� / / \ — \ -- _ f /�\ / / %\� r DrainageLU nt ' _ �� ITV A ® /.� O ® • F1ENm,SO _ t^ " 20 SW / //' /' / ♦ •. / / \ /// /i— \ j U I \ \ ° bra�n PG 134 — \\ ]a--� /E6seme 1-',- // r / Wet pd's To Be Q EXA1 , 67 - R—� � /sots 13/ I / ' � �� W / % \ • . .•• PGeservedNWN NI / •'��,w /• d m IZZ3 /q,/ APPR❑XIMATE❑C� m Q ,' - e nt OUT / \ / •' I r r /. y . / FL❑❑DPLAIN Z❑NE /AE ° ��- I DB 01 /' \ / • / / �/' (BFE DETERMINED)__ Date 30 0 30 60 90 __-------- --- _ PG 13� �/' / �/ \\ /\// + / / j .' '-- _ It .i .. 08/10/2021 ' ! w♦ 1 BIOFILTER E OUTLET Scale Scale: 1"=30'p /' / /' /� "= C2 Scale: 1"=40' 1 40' Sheet No. File No. -- 16.020 670 665 660 655 650 645 680 675 670 665 660 655 650 64 reel ST7 ST6 DIM t9L",-_ _ i1 � 1sYl�!�11� cll�il� lll�s� g "HimIII �1� �� ISM a 16i0 e.Ti 7 a1�1 • :�.. <J!!7 -no 11111111111W� a 1 1• <I n •---- <� 1• S!ONE 9+50 665 660 655 650 645 640 63 680 675 670 665 660 655 650 64 10+00 0+T1+00 ST6-OUT3 STORM PROFILE C3 HOR: 1"=30, VERT: 1"=10' OUT10 OUTS 665 660 655 650 645 640 9+50 10+00 10+50 11+0035 2 OUT9-OUT10 STORM PROFILE C3 )HOR: 1"=30, VERT: 1"=10' u� Q1 '• ,�� AL • 4IN � nip -01,111 _ N. W [a iii■ �y�lliiiiiinl 9+00 9+50 10+00 10+50 1 3 OUT6-OUT'7 STORM PROFILE \ C3 )HOR: 1"=30, VERT: 1"=10' 695 690 685 680 675 670 665 66 670 665 660 655 650 645 695 690 685 680 675 670 p g665 0 9+50 10+00 10+50 11+00 11+506 OUT1A-EX1 STORM PROFILE C3 HOR: 1"=30, VERT: 1"=10' MIA • _ l- �20 V=A IR�� -61RZ1:1-G1�IIEA 'dam, M.W 1F; r.1lllllllllll1M i s\IIl1 NE! •erl]I�a13►I)i \1111-I11111 � tsenrsa�r=�iiii - = 1 a�1is��irauu��lum L■.11� iC?5�71111iiiiiiii■-II!ill �a11r� �111�� IIIIII + �S:IIIIIii IIIIE>Ela-WW �pFAINii1 '11.'7E-•�-'�-�iifiiii�lllii�i 3SiM I\ ra 11� l.n� = 111� 0 i � 1u .. ;. _ lit I ::� -•�'�.iiiiiiiiii��ss_r�:-Ez�l �y`si�a3�`.•�;i - ' a' ..riiiiiiiivlla��i- .W 695 690 685 680 675 670 665 66 1" "' 1• 111 - - - - �liiiiiiiiiiiii■iii�� AZZ • 1 b 9+50 10+00 10+50 11+0 BIOFILTER A PROFILE C3 HOR: 1"=30, VERT: 1"=10' 685 680 675 670 665 660 655 685 680 675 670 665 660�A 655 65�+50 "" HDPE Pipe w. domed grate Top=668.21 MAX WSE _ 671.54 \ - - - 1= = 665.21 1-�o-more 662.21 No. 3 Ston-e Layer: 611 sf 4" Perf. PVC x 3' Depth ®662.36 18" HDPE in 10+00 from Filter B ® 659.29 6 BIOFILTER 1 C3)HOR: 1"=30, VERT: 1"=10' 48" Precast Conc. 685 Riser w. Trash Rack Rim=669.26 680 Riney w- Fes9 Reek _ __ 675 GHPST 6411.8 CREST 671.50 670 2_1 BeryFp Filter Media: 611sf x 2.5' Depth 660 B u,.�� 668.88 655 N 30" HDPE Out ®659.14 gg 10+50 11+0050 C PROFILE 680 675 670 665 660 655 650 645 64�+50 10+00 10+50 BIOFILTER B 11+00 PROFILE 17� C3 HOR: 1"=30, VERT: 1"=10' 24" Nyloplast Pipe w. domed grate Top=662.43 661.93 658.93 655.93 10+00 10+50 � BIOFILTER D PROFILE C3 HOR: 1"=30, VERT: 1"=10' 11+50 685 680 675 j OF �Cr O � � U a ic. o.45183 680 A 2�9� �1 48" Precast Conc.Riser Pash p ��SSI�NAL w. Rack Rim=r662.68 675 670 CREST 664.27 Filter Media: 1898 sf x Uj 3.0' Depth w`l 660 L - 655 o 0 +o" unn� n..� 650 W �• - AN® Ail 18" HDPE Out o J J 655.83 645 N ri D �D IS-1Q Q 1+00 gg 11+5040 670 670 24" HDPE Pipe w. 48" Precast Conc. 665 domed grate Riser w. Trash 665 Top=654.10 Rack Rim=655.94 660 Pipe W. 48" ee64 G.III R _ 660 - -m54.2 489 CREST 658.07 655 MAX WSE_ _ � 655 AS -BUILT BMP NARRATIVE: 653.60 ill _ I-III-III-ITI-III-III III 650 650.60 Filter Media: _ _ _ Upon initial as -built survey and inspection of the Biofilters, it was determined that all of 648.10 h 2457 sf x the Biofilters where not installed per the approved plans and several significant ---- z """""" 3.0' Depth discrepancies were found. Biofilters B & C were excavated to bottom elevations well below 645 n �'" 5 those proposed in the approved plans. All standpipes and overflow structures were installed"o 6 -ro c va at elevations not consistent with the approved plans, nor in appropriate relation to the 64S.99 bottom of pond elevations. Media depths were found to be inadequate for all Biofilters. 640 No. 3 Stone 6" Perf. PVC 18" HDPE Out 640 Layer: 2457 sf 0 648.54 0 647.76 Shimp Engineering utilized the as -built survey data to determine the appropriate revisions - x 2.5' Depth required to each individual BMP in order bring each into compliance and to meet the 635 635 approved stormwater treatment and runoff rates. The as -built conditions were modeled in Q? rn Yi _ HydroCAD and new models were created to determine appropriate elevations based on 'Co existing conditions. Shimp Engineering provided the contractor with revised elevations, 639 `0 ( CIOgg30 inverts, structure heights and material depths to correct the discrepancies. Shimp +50 10+00 10+50 11+00 11+50 Engineering inspected and surveyed all changes made to the Biofilters and confirmed appropriate elevations and adequate media depths for each BMP. I I BIOFILTER E PROFILE C3 HOR: 1"=30, VERT: 1"=10' Ln U� i 1 I_001 C4 SCALE: 1 °'- U) 1 24" NYLOPI DRAIN W/Gf 48"STANDPIPI RET • WALL 6„X6" 85 TIMBE621 TOP• / — o �LH��) A i \ Bed Surface 4. �r BIOFILTER E �_ _ — — - �� 1898 sf J ELEV: 661.93 24" NYLOPLAST V) m (Wi DRAIN W/GRATE TREE _ xO \ / / — _ SNP) ,/ I / BUSH SEGMENTEDBL OCK6" Capped TYP T. \ PVC c/o BW=662.30 6Capped Bed Surface TW=664.27 PVC c/o 2457 sf — \ 2 / ELEV: 653.60 \ 0 \ \ _ 48"STANDPIPE 0 0 J — POND BERM 24" NYLOPLAST \ ELEV 658.07 DRAIN W/GRATE 68.9' ij \0 \ \ \ / CLASS Al / BUSH �> / ' � � bijr'I>J'i`>L;R D PLAN VIEWTYP 6 PVC UNDERDRAIN ( ) / C4 scALE: i"- n' �OQ RIP -RAP / do - �� / CLASS Al �� `�� CURB RIP -RAP CLASS Al / 4 � CUT ew L C t RUSH 3 � BIOFILTER E PLAN VIEW C4 SCALE: 1"-10' Biofilter Planting Plan: Required Planting: Per VA Type IIC Regulations: between 10 and 23 plantings per 1000 sf biofilter surface Provided Planting: 12 plantings per 1000 sf of biofilter surface Planting mix=3:1 or 2:1 shrub:tree ratio Biofilter A: Biofilter B: Bed Size= 2960 sf R_-' _qn__ nnc _1 Bed Size= 472 sf Bed Size—"�s; Required Plantings-32 PlanGnga=32 Required Prevrd.,d--Plst7ttrgs. Plantings-7 plantinga=7 T�ecs zta` s Pra'.idcd Plat 9^ �` _�� s: Trees— 8 Sh r sTr Biofilter C: Bed Size= 611 sf Biofilter D: Bed Size= 1898 sf Required = plantinga=4 Required Plantings =22 PlanGnga=24 P,ovided Plantings. — — _ — 7 Biofilter U Bed Size 2457 sf Total Biofilter Area: TOTAL Bed Size= 8398sf T�-��T90 sf Rr ' = cJS: rj Plontinga=28 TI Sh,vbs-1 Total Required Plantings=90 plantinga=93 T5t(J! Previded PIentings`�Y O��PL,� OF� U ic. imp a o.45183 211ha CIA CIZONAL � ECG` C5 )BIOF]LTER C PLANVIEW C4 SCALE: 1"=10' '/, '/, '/, X,, '/, X,, '/, — Main Mitigation _ . _ Planting Area i + + + N0 Seedlings + + + + + + + + in San. Esmt. + + + + + + + + + + + + + + + + + + + + + + \ I Secondary Secondary / Mitigation Mitigation Planting Area Planting Area A •/ �.' ED Sidewalk Easement� J T `` + + + + + + + + + + DB 5016 Planting Area, ♦ �. + + + Main Mitigation + + + + + J +++ ++++++++ Planting Area' +.,++ + + �: ",�' �• /. / + + + + + + + + + i" + + + + + + + / / + + + + + y / + + + + + + + + + + + + + + + + + + + + XT T + + + + + + + + + No Se + + + + + + + + + + Soy• ost- Construction + + + + + + + + '0Treeline t I No Seedlin s +++ + + Secondary --- - - -- aMitigation bove an. 9 ./ �® - S / g Lott Planting Area El ♦ I + ++++ +ffer ++ + SOream - 15+00 + + + + + _ 100' Stream + + Buffer 12+0\ 13+00 14+00 - + + + + + + 0 •, 11+oa -- — --- + + + + + +++ + + + +T+T+T++T+T+T+T+T+T+ + + + + + + + + + + Main Mitigation + + + + + + + +++++++++++++++Planting Area + + + + + + + - - + + + - OLD TRAIL DRIVE VARIABLE WIDTH PUBLIC ROW DB 2886 PC 134 — 155 (PLA1 0 1. Option I - Mitigate through new plantings and permanent protection as given below. New plantings must be in the stream buffer area. Applicant has choice of planting ruts of the following: a. For every 40) square foot unit or fraction thereof. plant one (1) canopy tree measuring 1 th" - 2" caliper or a large evergreen 6 feet in height. one (!1 taukrstorr Tree measuring 3A" - I %4 caliper or one evergreen 4 fat in height. and one (1) stnall shnth I S" - 18" in height. b. For every acre or fraction thereof. plant 1.210 hardwtm4 and/or pine seedlings on approximately 6'X6' centers without tree tubes and mats. c. For every acre or fraction thereof. plant 600 hardivood and/or piny wedlings on approximately 8'X8' centers with tree tubes and mats. 2. Option 2 - Mitigate by preserving existing buffer where currently not required by ordinance: i.e. preserve stream buffers on intermittent streams in the development areas. Mitigation must be accomplished by permanent protections as given below. Permanent Protection for each of these options will be inclusion in the Thomas Jefferson Soil and Water Conservation District (T)SWCD) Easement Program, or recordation of a permanent maintenance agreement and escrow to run with the land. 0 Sidewalk - Easement Easement DB 5016 PG 134 BUFFER AREA DISTURBED: 1.79 ACRES WITHIN 100' BUFFER MITIGATION OPTION 1 B REQUIREMENTS: 2166 HARDWOOD AND PINE SEEDLINGS ON 6'x6' CENTERS WITHOUT TREE TUBES OR MATS MITIGATION PLANTING CALCULATIONS 77,561 SF Disturbed Stream Buffer 155,122 SF 1:2 Ratio Suggested Replanting Area 39,354 SF Available Replanting Area 548 SEEDLINGS Available Replanting Area denoted main planting area) Shall Have GAO S__�':i-'.;_=. The remaining 1618 Seedlings shall be planted within the existing undisturbed forest within the stream buffer and in unused areas within the site (shown as solid grey hatch). No seedlings shall be planted within ACSA Sanitary Easements. LEGEND MITIGATION REPLANTING (MAIN AREA) + + + E+ + MITIGATION REPLANTING (SECONDARY AREA) WETLANDS STREAM BUFFER-_�'"^'l TREE PROTECTION FENCING-�� + + + + + + + + + +amain Mitigation + + + + Planting Area �t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I + + + + + + rainage + + + + + + Easeme + + + + + + + + ' 16 + + + + + + + + + r ' ge Secondary + +PG+134+ + + + + + + + Easement Mitigation •'/' I � 100Stream Buffer + + + + + I / + + + + + + etlands - +++++ ++++++++++++ Secondary ++++++++++ Mitigation / + + + + + + Planting Area /• /' + + + + + + Post- Construcion / Treeline _ •. Son. — A Easement � San. MH typ.) I NO 0 r CSA'San.__Z# as + J ✓ / � 40 0 40 Scale: 1"= 40' / / 80 120 Mitigation Planting Schedule Planting Type Botanical Name Common Name Planting Details Quantity Hardwood Seedling Quercus falcato Southern Red Oak 6'x6' on Center 541 Hardwood Seedling Acer rubrum & cvs. Red (Swamp) Maple 6'x6' on Center 542 Evergreen Seedling Pinus strobus Eastern White Pine 6'x6' on Center 541 Evergreen Seedling Picea Abies Norway Spruce 6'x6' on Center 542 Total: 2166 Note: Species can be substituted from Albemarle County Approved Planting List. Contractor shall begin planting after earthwork is finished and shall complete plantings within 6 months. Seedlings shall be planted according to best practices as specified by the USDA. N 0 m N N > F_ aw J I J 0 i U) w c Qo W J N Q S m a 0 V219M�� `S'SIONAL ti�G1 Date 08/10 2021 Scale 1 "=10' Sheet No. C5 OF 5 File No. 16.020