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HomeMy WebLinkAboutSDP200900011 Plan - Other (not approved) 2008-02-09MOSBY MOUNTAIN MINOR SITE PLAN AMENDMENT GENERAL NOTES Rev. D OWNER: MOSBY MOUNTAIN COMMUNITY Initial submittal of site plan amendment T-1, S-1 ASSOCIA RON 3.00 1500 AMHERST ST. 3.10 CHARLOTTESVILLE, VA 22903 DEVELOPER. BEIGHTS DEVELOPMENT CORPORATION 3.30 800 E. JEFFERSON STREET 3.40 CHARLOTTESVILLE, VA 22902 3.50 TELEPHONE: (434)245-0100 10.00 FAX: (434)245-0300 11.10 CONTACT: MR. GAYLON BEIGHTS ENGINEER: COLLINS ENGINEERING 13.00 800 E. JEFFERSON STREET CHARLOTTESVILLE, VA 22902 TELEPHONE: (434)293-3719 FAX. (434)245-0300 CONTACT- MR. SCOTT COLLINS, P.E. EMAIL: scoff@collins—engineering.com TAX MAP NO.: 090E -01-00-000A0 AREA: 40.898 AC. ZONING R1 USE: SINGLE FAMILY RESIDENTIAL UNITS NONE PROPOSED DENSITY: N/A. LEGEND ROADS EXISTING CULVERT EARTH DITCH CULVERT DRIVEWAY CULVERT Q DROP INLET & STRUCTURE NO. BENCH MARK CURB CURB & GUTTER — — — — — CLEARING LIMITS — PROPOSED PAVEMENT _r VDOT STANDARD STOP SIGN EC -3A DITCH """-----100----"" EXISTING CONTOUR DEPTH OF EC -3A DITCH 200 PROPOSED CONTOUR LLLLJJJJ EC -2 DITCH 24055 PROPOSED SPOT ELEVATION TBC DEN07ES TOP/BACK OF CURB DEPTH OF EC -2 DITCH T/B DENOTES TOP OF BOX TABLE 2 Revision Ind Sheet Number Rev. D Description of Revision (all changes listed) Sheets Revised 0 1/26/ 09 Initial submittal of site plan amendment T-1, S-1 TYPICAL SECTIONS -AMENDED 3.00 GRADING PLAN SHEET LAYOUT - ORIGINAL 3.10 GRADING PLAN -AMENDED 3.20 GRADING PLAN -AMENDED 3.30 GRADING PLAN -AMENDED 3.40 GRADING PLAN -AMENDED 3.50 GRADING PLAN -AMENDED 10.00 by SAMUEL MILLER DISTRICT ALBEMARLE COUNTY, VIRGINIA SHEET LAYOUT SCALE: NTS Sheet List Table Sheet Number Sheet Title 1 COVER 1.10 TYPICAL SECTIONS -AMENDED 3.00 GRADING PLAN SHEET LAYOUT - ORIGINAL 3.10 GRADING PLAN -AMENDED 3.20 GRADING PLAN -AMENDED 3.30 GRADING PLAN -AMENDED 3.40 GRADING PLAN -AMENDED 3.50 GRADING PLAN -AMENDED 10.00 STREAM BUFFER MITIGATION - AMENDED 11.10 STREET TREE PLAN - AMENDED 12.00 TURNSTONE DRIVE SUBDIVISION 13.00 NEW NATURE TRAIL LAYOUT Vicinity Map- 1"= 2000' SITE PLAN AMENDMEPJ r - LIST OF REVISIONS Al ELIMINATION OF ASPHALT PATHS OUTSIDE THE GROWTH AREA (SUB -2005-010 APPROVED _8-16-05 ESTABLISHED TURNSTONE DRIVE SUBDIVISION & SUB -2007-382 GRANTED WAIVER OF SIDEWALKS WITHIN DEVELOPMENI_AREA) 22 REVISIONS TO NATURE TRAIL SYSTEM AREMOVE STREAM BUFFER MITIGATION PLANTINGS AREMOVE STREET TRE=S ALBEMARLE COUNTY COMMUNITY DEVELOPMENT ENGINEERING REVIEW COMPLIANCE CERTIFICATION I certify that these final plans meet the requirements of the Albemarle County Zoning Ordinance, . the Water Protection Ordinance, the Subdivision Ordinance, and the Design Standards Manual, and are prepared in accordance with the Engineering Expedited Review Final Plans Checklist. Signature -10 APPROVALS DATE DEPARTMENT OF COMMLNITY DEVELOPMENT PLANNERIZONLNG 9 3 ENGINEER C V INSPECTIONS ARB a; DEPARTMENT OF FIRE RESCUE SHEET NO. ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT W a 0 a W W Z 0 Z W Ul Z J J 0 U No. 35791 ZI-I/, W 0 a 082026 o a ° DATE 9 3 C V 01/26/09 a; SHEET NO. n o v 0 F r FFG Typical Cut Section - Ambrose Commons Drive�N$ET B Typical Cut Section G O SC T R. OLLINS'Z 4 U Lic. No. 035791.'n nahl oF`�SSIONAL ("YYYI ENG` a°.00 NOT TO SCALE - MW ' Dfth PahAmFlNBh•d(Lad" i E xY L�' PWagPIaNA°dGreda l GASapaSlw.f. •�o' oQb —2.OB% I 2.D89L_ � ' p• � '", ^ _ ...-208% 2UB% Rd{CYIC ® �-6fFIPACTEb ' � i T OVA%. Note: Apply prime Goat 1 INSETA over subbase 1 I INSET 8 I 0 O � r Z UX O2" ASPHALT CONCRETE SURFACE COARSE 1 Typical Fill SOCIM C Q 0 j 3 TYPE SM -9.5A @ 165 LBS.PER SO. YD. �{ Typical FII Section - Ambrose Commons Drive 8"AGGREGATE BASE AdATERIAL f O2 SINGLETON LANE ~ (�% w k " TYPE 1 NO. 21-A daflSaY ` R/DGETOP DRIVE 7" AGGREGATE BASE AdATERIAL 6aao wan 00 TYPE 1 NO. 21 w 00 ro 2aao TYPICAL SECTION 6"AGGREGATE BASEAtIATERIAL acaro Poaiaationoaa.a W Y 3 NEIGHBORHOOD STREETS TYPE 1 NO. 21-A u eap I .bo Pamafwa�a<ma �j ROLL TOP CURB '-2M% _yam I zaer _ I O SEE DETAIL ON SHEET 12.00 3jSc ® SUBGRADE i Design CBR = 4 i a ry 1 o INSETA INSET Typical Section A - Neighborhood Streets Singleton Lane -Station 100+00 to Station 121+75.00 Typical Section - Ambrose Commons Drive NOT TO SCALE NOT TO SCALE Singleton Lane - Station 124+00.00 to Station 124+62.58 Station 10+00 to Station 28+50 Ridgetop Drive - Station 600+00 to Station 624+50 L9 01) (See Plan for Guardrail Locations) 2 m 0 0 0 0 0 0 0 0 0 0 0 0 0000000000000000 0000000000000000 3 M O1 cV 00000000000000 0010o0o0a0o0o000 2 Z ® O Typical Section W Note: Appty prime coat � over subbase I N Q ('YYY1 fllphlafMlo♦• 60.00W 1 , , z Typical out Secton x'00 an sopa endear f V U-1 Q21/4"ASPHALT CONCRETE SURFACE COARSE 2" ASPHALT CONCRETE SURFACE COARSE ROG CUrb� I T.m7 LBS.PER SO. YD. TYPE SM 165 LBS.PER YD. i W CN Q c G Q Lu ' TYPE SM -9.5A ® 165 -9.54 @ SO. a, , . ry-YY1 npmawrrl O 21/4"ASPHALT CONCRETE BASE COARSE C} 8"AGGREGATEBASEMATERIAL ' sw — RdIO°ab i21 u.ao TYPE BM -25.0 lei TYPE 1 NO. 21-A ' z z Z -' U a j , 2eao i Q 8" AGGREGATE BASE MATERIAL C) SUBGRADE i ` Q P0701 a1 FlaiheOtaaie �+ �^ '* TYPE 1 NO. 21-8 Design CBR = 4 Hwa np sap fla aam i ® SUBGRADE f y6r5_ ae8 Laeb Design CBR ® 4 1 H W Z_ V O Typical Section A2 -Neighborhood Streets z w 6 o 1 INSET B U H U) I Singleton Lane - Station 121+75.00 to Station 124+00.00 W ; )5A". MAIMDUST. CLASS A TOP -M U' PaLT SLOPE Typical Fill Section -- ----- T' Nw. W z d W j SLO ERE PLAN POP 1R' n snare a ,Owc m nis AWA F O a Typical Rif Section I VAadES � C ¢rllt (-�(-y/ flgm ot�q� 07 12ftFOR Guam cseRa avL Arra ' (VARIES (arJ ASPW I IM ARE Avr SHOW 7 - 0 G e 28.00 RESIcpasaidr SEE SITE PLAN FOR LOCAr1OV5 .a0 T.00 ,up•b� f TYPICAL SECTION ngmavM' � � � _ PdadPmsnedc;,ade vaiw.ta..prri I OLD LYNCNBURG ROAD TURN &TAPER LANE IMIPROVEMENTS dOW 2A,aa sry J iWi { mro _yaex __ RW OwD I Sheumet Pdmarwr.doaa. W 1 w O C i snorer i INSET D _ 72,1 —2a8%0 OO '. i LEGEND s++ I ay00 1 Oj ASPKN T CaW18M S"ACE C04RSE NOT TO SCALE TYW SSV -12.54 a 165 LES Pax SO YA 2 6 Q 2" ASN1wtr CONCRETE rneb"IF CLV" i w J ,T TYPE W-1944 I Typical Section B - Neighborhood Streets '"S�� o°a O 8• ASL&I-2 GVMLxEIE 94SE L1IIRSE G w £ u >o e0 a0 TYPE 6W-25.0 p w ........... °ie ii si i•••• 8'A06:REFIATE Hl4' IM7ERNL Hubbard Ct. - Station 800+00 to Station 806+50 •••••••<.. 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J. /, ' / �• .!' / / (/, , . 1 I "341 i ? \ \ 15 - - - G)3 �.`•-'- r . off -,gyp/ \ f ' t \\ l \ --- J - \ / / r'� r + ��y <._ Y'- r ) /ii \i�' V !' — , •r ! \^\\ JOB No. 082026 Jr%//'olt J�- /161 1-1,19 1 C Am ! !,NOTE salt, to Q1 9 / i / ! �' / I SEE $1/EtT 120 FDR 9 - /8°F' \ ///./ �...--WCH UNI%JG TABLE--•_' d/ ,• 1J // '--' / // r/ ` 6} `\\ ! / -✓L'ot34 1 =� / d$o_r/ // - - -, I 1 , / (• _/ j , - J J / / ' �6\Jt °} / SHEET NO. f r / / !! v a[d �rtto = 2 584 SG', . ./_- '- / ! / l / o f / / /' /' -' r y / - ! / 3.40 ' _ . / AMENDED 1 /r iii/Y.. �rrfi/i•//%ifAai Ijf, yet Mi ,1 1 } ,i/r `/. .o ',} ,f�ilrrq �l (�I{tit\�\f if }st hl ill+tiarse\'��,.;.�t0I of -• _ _ _ ter'//� i/ f i(/ %!' f/ , ,If % .' / : ' : / %f' r iri{iii It of I 00 ' / i�-'�:-� •/rte/'�{{{���V 'i}`� ,'.> IX 'I -' i u1 i 1/{i tsl`i+�i list IJ I� -- - / / !j if f�': < l , Develop id Area: ;= = _-:.11nPact Arca^ '% / / ~ '------ it -'I, 1 fate er Court \ ♦` \ , /7 \ \` to Jo r MITIGATION TO OCCUR ON MITIGATION NARATIVF ADJACENT MOUNTAIN VALLEY Per County Cock 17-319, construction, fastallatfon, aperafion, and maintenance ofuttlrtus am SITE PER DEQ PERMIT VWP exempt, amdper 17-321, certain conditions a&wfor emrrnacbment, ind"ng reasonable acrosl; WP3-06-2007 APPROVED 10-17-06 with "'iag' am"ofc This plan shows the proposed deaelapment that taker place within a stmam buffer to a »tanner that is least di r*hve to the natural functions of the stream and ba ffer. The speafu mitigation factors ,Bred will minimize wafer gua&t o unpaid and stream buffer impact Carewas kiken in the nada ay layout so as to cars the stmam at right aivk to the stmnm, and /orae utiltrif cut of the maw channel and eros a with A456t es with a; httk impact as pasibk whet nacrary. The umta ed perennial "bbte lies" stream, mining south to north throagh the siie, it the derearwhon late between "Dew 4 d Area' and "Other Rxral I/md". Diffemt shrmm buffer Zxas apply to each tide of the stmom. To the west the mquuement u "Rmailand" with a 100' setback from the ,limit of the 100yearflood kne, and to the sort the mgaifemet it "DevelopmentAma" with a 100' setback from the top of the stream lank e bwffer imam as povIded for in Code 17-318, Re(mm aim/Re - buffer at a nae is impacted W ithix Open Spaa #2, we will in ext planings, and arthro Opm Sbace #3, we gill' of rehklamext Dlax mcommemled by the CALCULATIONS: Parcel Information: 112.66 Acres Total Stream Buffer Area (on-site): 527,209 sf (12.1 Ac.) Road Impact Area: 43,503 s£ (1.0 Ac.) Proposed eairoachmaat iatkrrksgraft br* /pay and rod .avfax Impact Mingation Area req'd: 87,006 sf (2A Ac) Impact Mitigation Area provided: _ 96,712 sf (2.22 Ac-) ,111 --%"',/ /ti4r jil l _ ��: I{'rll// ; Ilfl nal 1 11 111++ \ fJiif r./;r / r/ tdp f,llr+l Ile 11+ , `l ! i �✓' 1J l Y~�/� /f//%/.J /,+'. �-''., - :- -i' /�`Jf(1fi,' i/:/i r ,sir ,1f �{�I{ijt, i{ s,'oad\q. 'of It ot off /%lf��i�' • i'; �J/�tr(ii �nn� , s'iii� I if}t `I `t\`. / //'/i/ / J' f If I t / / \ fr `/`/ „_ il,J '_-`'_` -- a • ' - / J I ! t 1 1 I i�'f/�\�—� ' I1\;; 'r ♦..`��a tiic ,. 1 Old Lynchburg I r.; /fIrr if e I of of of Pkxde !�' / t i r ' i' �% /•cart'_ // `%/' 1. �i / i / l Cir STREAM BUFFHR IMPACT AREA sca(_- t la Buffet Planting Nous: Conrarkr it evmuragrd to contact the VxVma Deportment of Pomrhy at 434 9776555 formunz of p/axt matsrial. Tne td• sbmb quair"er based on Thoma Jefferson Sul and Water Coweirualiox DitMktguide/itatc \ ONE oftbe lodoa'i quarticter am to be mayd• at 2.22 Arm: SPOOK 1W, - 240 Trees per arm, Bare Roat stank, OR 533 stem/ raga 11 to 15' on axkr t \ - `^�: \`}\ i per kattontAd al t s, OR 777 stems d 10 - 12 as `' \ _- ` :: `,+`I ll il: { j ' f 1 w.- •� 3s0 cines atm, can see - 1,210skowsperam, Bare RoaS&YeArTmwphzeis 2,687 skmi nqd 4' k Y ac�` �� : \� :\ i i ;'ttr`� J t`\,, \ ♦ � V, \\` \ "• :Ja less than three Opts oftees and shrubs shall be used (to avoid mamorulfw,v), ``, + i \ � e , I t�\ 1, `,\\�,, • •.� i :==- planted at a mho of 3 and 4 shrubs to 1 tmz (3:1 k 4;1 maximum). 1 t + "i' I'a ` \ , •�•� ,' Trees (nimimwm of 3 Spp.: Shrubs & smaUhres (mivinroa of 3 -- Ash, Goren or albite loc� Oak, Cberrybark 9/der, Smaatb 3 -"E F/derby'- Sycamore Bald Cypmss Oak, Northern Red Alder, W" Reding Dg �ad Hawthorne Real Maple Hackbmy Oak, Pia Sappey Elm G,ayskm Dogwood Indigo Bush s River Birth Hazelmd Oak, S'utbern Red Vpk, Common Brtttonbr'sh Perrenial LespedeZu Block tFalmd Mulls ny, Red Oak, WY'akr Apple, Grab Bayberry .Servue Bony / ,: •�' ; Blak Lomat Oak, While Pcusambnw False lm*o VICINITY 84AP MOSBY MOUNTAIN SUBDIVISON - KEY MAP 67r9' / ' /` r //fie/ MOSBY MOUNTAIN RESIDENTIAL CLUSTER SUBDIVISION Stream BM rAh*Dy s Natac I. Manby Mo"W14 Suh&ivox seitga ar measurer are depicted oa chic sbwt, pwC&k 17-321 & 17-922. Tbit plain shows the proposed deeal/pment thaA takes plane mkiiin a steam hufftras favtkikd is the 14filigation NTam m, and shoom am this shed 2. The untamed stream sbowa u not waha a FakrS*P# Protection Ataa, axd is ' to the Bumt Run Cmek. 3. 1.3 -GS Sale Map and Sails fnformatiam it dewed on Sheet 7. 0, E ¢h• S Narrative 4. Tree Coiter to hepmsenvd is depicted on the Consarration Plan indicates an oarrall presenrd area of 25.92 Acre• (23.0 % of the site) and a proposed pmsenfed Tree Cour aim within the Stream Buffer of 8.1 Aces (67.9% of the on-site Buffer) See Sheet 11.0 which depic# the Consenfation Plan for this sabdimmm 5. Bomndoy shown if the most maul plat of the pmper y as pmposed by the Mosby Moufttaim S'ubcni ian 6. The developer wilt mnnhat tonrtmehon actituy nriag Bert mougement Praaic. r (BMP), and is a romoorrent of the otemll plan. - -- Buffer Area Impa� Buffu Area Impact Mitigation pkwaper frote, this sheet ! ' ''ml/ / ''/, i J J1•X d / tooIf f , 1 \tr=ect Trees, --- — lee Sfi«i 11 I ' •�''a- /'''.' ' .- _ - - - - - �vflFir• ltionAtes.-J,�'%�:�. _ ___-- f { ate er Court , ``/cert Trees,It fitili j/ see »til. pLom) t O ` ``tai �` • ` `falq� _. ;'fit 051, J Tree. ' "♦I ' yr .11 ; % %! -_ '':= ' - =-- -- ---_ /' T Lic. No. 035791 5 2.41,1 0 ARM M Z� M - N z M W Y o A, 1J\I��� i i BufferMingati/m Method RefomstaA n/Reargetafion of Abe exining buffer an Q "fxdtgenous tipariaa famst wab gmaxd ow,, .rbrltp, and fir canopy 4tves" o W O z Q InrtaU "BUIer Pmkr[ion" signs, fwdlabk from the Conray Nam i W Y Q STREAM BUFFER IMPACT MITIGATTON `z T Lic. No. 035791 5 2.41,1 0 M Z� M - N z M W Y o C i Q o W O z Q o N W Y Q Q `z ,7 W Zz1 oW Yz _j��_ — > CL cj c :11 LU O 0 l~ ~ Y c O a � If Z,� �$v QU) I_ o x z �YY ; W U a If LULL Y z 3 W Ul DT o a P4 M U a z 5 C = Zz O W F` W -6 ae WOMEN m F- z� (n c, o Jw w o I� O o J ~, o W `0 � a'v O >n , c 00 O i O Y V r C U° V If .2 wtu u u n T N E o - 0 NO. If p108 �• 082021, o a SCAM o - 1•=50• o- o N y. C > Y SHEET NO. sow 10.00 APPROVALS: 1. SUB -2005-010 APPROVED 8-16-05 2. SUB -2007-382 FOR WAIVER OF SECTION 14-422(a) REQUIRING SIDEWALKS TO BE ESTABLISHED APPROVED BY PLANNING COMMISSION 1-15-08 Curve Table No, Delta Radius Arc Tangent Chord Bearing Chord Ci 160"10'49" 45.00 125.91 257.56 S49'1635"w 08.66 C2 69'56'56' 25.60 30.52 17.49 S 04°11159" W 29.66 C3 90°00'00• 25.90 39.27 25.00 S 94°1027" W 35.36 C4 56°15'04• 25.00 24.54 13.36 N 22°4701" W 2357 C5 44°2630• 56.00 43.44 2288 N 16°4755• W 42.36 C6 32°04'43• 56.00 31.35 16.10 N 55°03'41" W 30.95 C7 70°5249' 56.00 69.28 39.86 1 S 73°27'33" W 64.94 C8 92°2729" 56.00 60.96 33.90 1 S 09-49-56'W 58.00 C9 37°3000" 56.00 36,65 19.01S 43°06'20" E 36-00 C10 45°13'17' 56.00 4420 23.32 S &1°2758" E 43-09 Cil 56°15'04' 25.00 24.54 13.36 S 78°5705" E 2357 C12 90°00 00' 25.00 39. 27 25-00 S 05°48'33" E 13536 Area Table (See Detail Below) A 17,66 8F. B 6,854 SF. C 4,976 SF. D _ 20,000 SF. E 2,304 SF. F 15,024 SF. a 46 SF. H J 10,666 SF. 13,146 SF. K 16,088 SF. L 2,442 SF. M 6,269 SF. N 17.028 SF. O 3,56 SF. P 3,427 SF. O 17,782 8F. R 20,000 SF. Detail Open Space 2 Stormwater J _ Management Easement D.B. 2662, Pg. 529 (00) A 20 t Sewer Eose*^B^ 5onitorY P9 / I t I I I I I I IN 7m I I I I 1 I I I I L SBL Lot 13-A 20,000 SF. Open Space 2 20' Private! _._Sanitary Sewer "� I Easement ---J � N 3i77ti 183.61' / 9J/1- 105.43'! 2293 29. ry 92 5.234758" E .---- I- s --I e D_B. 2682. I U'N"71, "N2, 20', Ea9eme p ^t � 5Zq�� \ I fa8e/rye�9e( 529 ( 68 P9 I c� 1 I I I I I I I -'4 Lot 12 Il Lot 13 1 20,000 SF. I I I I i li l I II I ' I I -- 593 --- 98.10' 4 °'A I I I I I I� I I i I I Lot 14 I 20,000 SF. i I I I I I SK Rivals Q Was", L 1O N 72146' Portion Sonitory N 39°1027" E Hatcher Court 44' R/W 20' Drainage Easement i 4 // �y� 20' Joint Easem N 4 -- - 54.41' � � I rn o� N D c� J a. / I!� II 20' Drainage nt Ww-lw I I I I I I� N I I I I 1 Lot 15 1 1 20,617 I I I I SF. I I i `I I I II �1 I ,ty°y� w 54.41' Sheet 2 of 2 Lic. No. 035791,'!, 2. All,&tiw �J 0 V/ U z 0 00 0 N � V CN rn o� N D c� J a. N M m o�oa o d rn�m F, o a-v ov ~ a ociam a- o ,ty°y� w ry D+SN m C 00' �a 2 J 2 Q � a � Q 3 m 0' 0� 0o N \m O LU Z m c W N �z � J Sheet 2 of 2 Lic. No. 035791,'!, 2. All,&tiw �J 0 V/ U z 0 00 0 N � V M M 7 L oa'aa ,ty°y� w 0 a y'Y �tiNiv � Q / I , m 0' LU W N �z a Q O 20' 0'j 'n •- Sanitary Sewe EaseI z O m m a= JI I I D.B. 2682. Pg. 529 (Pramento 04 I I \ I I n z I I C 15' 15' Ir I I I z I I I O > I I I ' ^ Sc 9 Z 15 c V Lot 16 ` z i I I 20,000 SF. I z I I Q Q �a i I I I � 4 z E o Sheet 2 of 2 Lic. No. 035791,'!, 2. All,&tiw �J 0 V/ U z 0 00 0 N � V M M 7 L yN V M w 0 a a n � Q T O WN O LU W N �z a Q O cz o` z > a= 04 Q V a - W C LLJe w 0'C O > u. C a ' ^ Sc 9 Z v' c V O ` z w0'; z v U Q Q �a � 4 z E o LT) Ulw �ZN/ LL o 3 O ZD.- Z~�y W N =_ z O Z O z w� ur . 0N M W J C a J U-) O U V1 O o� rc w a a. o� 9 O N� O C O 00 O e i r C U W O 2- O W C p e 0 E O Joe NO. m 082026 o0' 0 y > SALE = 30' o c N C � O > SHEET N0. n ii 12.00 v NO TES 1. TOTAL LINEAR FOOTAGE OF STREAM WITHIN 50' RIPARIAN BUFFEIF = 17, 630 L.F. ----- 2. TOTAL ACREAGE OF WETLANDS WITHIN 50' RIP A 173, 970.73 SQ. FT. (3.99 ACRE) J. TOTAL ACREAGE OF 50' RIPARIAN BUFFER _ 1, 833, 403.33 SQ. FT. (41.08 ACRE 4. WETLANDS WERE DEL7NFAiEd BX IMM G4OLIP A ON THE METHODOLOGY -OUTLINED IN THE 1987 CORPS ' F ENGINEERS WETLAND DELINEATION MANUAL (TR Y-8) SHAPES, SIZES AND LOCATIONS OF WETLANDS ARE SUBJECT TONGE PENDING COMPLETION OF THE LOCATIONAL SURVEY. SURVEYED WETLANDS INFORMATIO FROM KIRK HUGHES & ASSOCI 5. BUFFER E NC6hENT AREAS WERE ADDED 0 IMPACT #1 IP AREAS THA�WERE PREVIOUSLY UNAVAILAB£ D, THE FOOTPRh THAT WOULD HAVE BEEN REQUIRED FOR A ;$P N$TRUCTURE. 2`' AMEN CLEARING LIMITS IED WOODEN BRIDGE py RIPARIAN BUFFER ENHANCEMENT AREA 1 19 ACRES RIPARIAN BUFFER ENHANCtMENT AREA MITIGATION FOR MOSBY MOUNTAIN STREAM -- % BUFFER IMPACTS FOR ALBEMARLE COUNTY J 0.80 ACRES J� (GRAPHIC SCALE ( IN FEET ) 1 inch = 400 ft. All RIPARIAN BUFFER ENHANCEMENT AREA 1.45 ACRES OPOSED BOX CULVWS� EA RIPARIAN BUFFER ENHANCEMENT AREA 1.68 ACRES RIPARIAN BUFFER ENHANCEMENT AREA 0.20 ACRE RIPARIAN BUFFER ENHANCEMENT AREA 2.50 ACRES WETLAND ENHANCEMENT AREA 0.78 ACRES LEGEND 1. PROJECT STUDY LIMITS (540.58 ACRES) 2. - SURVEY WATERS OF THE U.S. 3. APPROX. WATERS OF THE U.S. 4. WATERS OF THE U.S. IMPACTS 5. SURVEY WETLANDS 6._ OPEN WATER 7. WETLAND IMPACTS 8. 50' RIPARIAN BUFFER PRESERVATION AREA 9. ADDEDBUFFER ENHANCEMENT AREA 10. 'fit" BUFFER MITIGATION AREA FOR DEQ 11. BUFFER MITIGATION AREA FOR ALBEMARLE CO. V r R 1 ` / a µ 2`' AMEN CLEARING LIMITS IED WOODEN BRIDGE py RIPARIAN BUFFER ENHANCEMENT AREA 1 19 ACRES RIPARIAN BUFFER ENHANCtMENT AREA MITIGATION FOR MOSBY MOUNTAIN STREAM -- % BUFFER IMPACTS FOR ALBEMARLE COUNTY J 0.80 ACRES J� (GRAPHIC SCALE ( IN FEET ) 1 inch = 400 ft. All RIPARIAN BUFFER ENHANCEMENT AREA 1.45 ACRES OPOSED BOX CULVWS� EA RIPARIAN BUFFER ENHANCEMENT AREA 1.68 ACRES RIPARIAN BUFFER ENHANCEMENT AREA 0.20 ACRE RIPARIAN BUFFER ENHANCEMENT AREA 2.50 ACRES WETLAND ENHANCEMENT AREA 0.78 ACRES LEGEND 1. PROJECT STUDY LIMITS (540.58 ACRES) 2. - SURVEY WATERS OF THE U.S. 3. APPROX. WATERS OF THE U.S. 4. WATERS OF THE U.S. IMPACTS 5. SURVEY WETLANDS 6._ OPEN WATER 7. WETLAND IMPACTS 8. 50' RIPARIAN BUFFER PRESERVATION AREA 9. ADDEDBUFFER ENHANCEMENT AREA 10. 'fit" BUFFER MITIGATION AREA FOR DEQ 11. BUFFER MITIGATION AREA FOR ALBEMARLE CO.