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Home My WebLink AboutSUB202000062 Assessment - Groundwater 2020-03-30 • • o ft£ /' - :Gin**as©ad r 0 limn' =( 1as1.4Q • oA�].31 d a'sda 3` !dV ao!s4Ocri5. r oonvoE4TOD `uuiod.s 000.11010 :(aaao 7aaPs)$VnitiNsmOicOon - 1I"vt -1'bc ! $ Ih36 ap0a U uopduwaxa. • o �t fgtaods'8dtaanam nojo' d a of uoudtQaxo us.rspnm POD wag s tq a ad zoo*s q o;pow**ImAt AL . '` • • ? p W 000 apOA.otg tuto od.o;:ainsut og P z 31c10114do,011,4 prissl Atnp 11004. • , -00q Pn&qwawwuxc „sooylaitt 1u si[+t A p nb x a u ortrolssajosd ssassod£wralzno I 44wis,ggninj T*us. P rcitRivdminulsim.a P 101,001attpidurlstipued pm<suo1NInl x M I stgz qd*231#0 Ua Pug(€19-53vAZI) S iisut O suo 'IIUI 0.+1;'f4 9IDVA.ZI)SUOII AA.4A4Jd°i4 Ot9-c3VA Li)stfolldOn j sodsi :pzw tinPuB I 04.Rows . *tt,/.ro.sewol al001107,4eitinp4xuepi000 ut SiPliPtiantAt waq io ntia 9 i • Jwv"uogI . .. ..._�... • • ya[d gorsrtupgns Sun INDo 4 uuog' ca®uQo r o"li O•tt, Aire5&owes„6o[=„t • suohtffiripo u84Saa a1gdad nog . • • uod 1,f cuamS nos uousatlddy E '`+M iati P�fle'eai F a8ad jaAoo Q!�`�a4azlS az)S'8�4dQ a1liQ•4d AQS !�MI�o9 aoNsnEse�>� ih)ii0044 2!4=:iQ 171PliIHluazao'J ,. . .. 74 uotsp► I3o OQ • :1;Qualit 4oi 3d/30 • 'nc>OSIAQ IJO"44110 : •OZ/4E/E :> jo Oga • QpoJ Z : 'k'` . ' • ' • • = I esuaarX, :atus[t : oZ6zz lai$05,ft ' .n ; auun[aJoun 4 ZZZ ` • 0tt t000V61 mills4tosuriort ' T` aiu Y tTItM :atinKiSEI • • 076Ze :0po0 d42 @ rains tit .A ' ' Lis xo 1'01 0'1 axopa[dd J LUfl L.zrtf[g :our* :ssaPPV BUJ l 1[1.11010.EQ. y. :apttu uoZ :aptq[it QF d9C1%Pall E #7 :#.01N1 I° ' :uois1Atpgns :uo 40'I :43 :SscuPPV I I6 :u0011311.11itak lOodo,t41 mo s jBAoiddy - 4z4k01 . . . BUuad ;llitl?d }! uopadsu; 0 noisMnipgng 13) t a:. R -Q f1 IQA 0 �ZL ❑ .. 0 9J°I 'ate,.* Page 2 of 6 VDH Use Only Commonwealth of Virginia Health Department ID# Application for::13 Sewage System Water Supply Due Date: Owner: Blair Turner,Appledore LLC Phone: (434)882-0560 Mailing Address: P:O.Box 517 Phone: ( ) - Ivy,VA 22945 Fax: ( ) - Agent Jeff Loth Phone: ( ) Mailing Address: Phone: ( ) - Fax: ( ) - Site Address: Email: Directions to Property: North of Rt.4591,400'west of Rt.690 Subdivision: ] Section:. I Block: I Lots Residue Tax Map: 54B-3 Other Property Dimension/Acreage 4.92 Identification: of Property: Sewage System Type of Approval:Applicants for new construction are advised to apply for a certification letter to determine if land is suitable fora sewage system and to apply for a construction permit(valid for 18 months)only when ready to build. For New Construction: Q Certification ion Letter 0 Construction Permit 1531,Subdivision Review For Existing Construction: ' . ❑ Repair Q Modification 0 Expansion ❑ Replacement Proposed Use: ® Single Family Home(Number of Bedrooms 5) 0 Multi-Family Dwelling(Total Number of Bedrooms 0 Other(describe) Will there be a basement: Yes ❑ No If yes,will there be fixtures in the Basement? 0 Yes fal No Are any conditions proposed on this constzuctlon permit? ❑ Yes 121 No Ifyes,please check or describe all proposed Conditions that apply: ❑ Reduced Water Flow 0 Limited Occupancy 0 Intermittent or seasonal use ❑ Temporary use not to exceed 1 year ❑,Other(describe) Water Supph' Will the water supply be D Public or 2 Private Is the Water supply©Existing or Proposed If proposed,is this a replacement well? Q Yes to No will the old well be abandoned 0 Yes 0 No Have or will any buildings within 50'of the proposed well been or be termite treated?181 No ❑ Yes All Applicants Is this an AOSE/PE application?®Yes ❑ No If yes,is the AOS&PE package attached? 1;:"4 Yes 0 No In order for VDH to process your application you mast attach a site sketch and plat of the property.The site sketch should show your property lines,actual and/or proposed buildings and the desired location of your well and/or sewage system.When the site evaluation is conducted the property lines,building location end the proposed well and sewage system sites must be clearly iaadced and the property sufficiently visible to see the topography,otherwise this application will be denied. I give permission to the Virginia Department of Health(VDII)to enter onto the property described during normal business hours forme psepo,e of processing this application and to plasm quality assurance checks of evaluations and designs certified by an Authorized Onslte Sore Evaluator(APSE)or a Pe:At:sional Engineer(PE)as necessary until the sewage disposal system has been constructed and approved. Signature ofOxner/Agent ' �4 Date 3�{1)Q • Page 3 of 6 Soil Summary Report • • General Information Date: 7l19 Submitted to Albemarle County Health Department Applicant; Blair Toner,.Appledore LLC Telephone: (434)882-0560 Address: P.O.Box 517,Ivy,VA 22945 . Owner: same • Address: Location: North of Rt.691,400'west of Rt 690 Tax Map: 54B-3 Subdivision: Block/Sec titm: • Lot: Residue • Soil Information Summary - 1..Position to landscape satisfactory? Yes. E:No.;0 Desed'bet shoulder&sideslope 2. Slope 20.(tnax)"/a 3. Depth to Rock or impervious strata: Max. 60+at. . Min.20 ao. • 4. Depth toseasonal water table(gTayWater table(WILY Mottling.or gray.colr) .:No El Yes Q : . • . . 5. Free water:present No•125. Yes 0 range in inches - • Yes . . Texture Group I 0 II D BI. .IV [l' 6: Soil percolation:rine estimated? . No U Estimated rate 65 min/inch 7.Permeability testperformed Yes 0. • .. If yes,note type of testperformed and attath : : Drainfieid to he placed at 8",depth et site,designated on sketch 11..-3 • 121 Site Approved ' effluent and shallow pressurized distribution . . 0 Site Disapproved for Rejection 1.. 0 Position in landscape subject to flooding or periodic saturation Z. Q Insufficient depth of suitable soil ever hard rock 3. .. [],• Insu Icient depth of suitable soil to seasonal wat table 4. 0 Rates of absorption too slow. 5. Q. Insufficieait area of acceptablee soil for required drainfield,and or reserve area 6. 0 ' Proposed system too close to well • • 7, 0.. Other Specify • • Page 4 of 6 Tax Map 54B-3,Residue Lot • Albemarle County,Virginia Soil Profile Hole Hrzn Depth Material Description Tat (In) Grp 1 Ap 0-10 10yr3/3 dark brown Sandy Loam,granular 2 _ BtC 10-60 2.5yr418 red Clay Loam,weak fine SBK,slightly sticky,with common quartz and very highly 3 weathered schist fragments 2 Ap 0-9 10yr3/3 dark brown Sandy Loam,granular 2 Ste 9-60 2.5yr4/8 red Clay Loam,weak fine SBK,slightly sticky,with common quartz and very highly 3 weathered schist fragments 3 Ap 0-6 10yr3/3 dark brown Sandy Loam,granular 2 13tC 6-30 2.5yr4/8 red Clay Loam,weak fine SBK,slightly sticky,with common quartz and very highly 3 weathered schist fragments R. 30 1 Auger refusal 4 Ap . 0-8 10yr3/3 dark brown Sandy Loam,granular 2 BtC $22 2.5yr4/8 red Clay Loam,weak fine SBK,;slightly sticky,with cominon quartz and very highly 3 weathered schist fragments It 22 t Auger refusal 5 Ap, 0-6 10yr3/3 dark brown Sandy Loam,granular 2 3iC 6-20 2.5yr4/8 red Clay Loam,weak fine SBK,slightly sticky,with common quartz and very highly 3 weathered schist fragments R 20 Auger refusal Design Basis A. Estimated Percolation Rate 65 8 in. - B. Effluent loading rate tom:Table 1 of 12 VAC 5-613 0.27 gpd/sf C. Gallons per day(Number of bedrooms X 150 gidlbedrgom) 750 Area Calculations for Drip Dispersal • A. Length of run(ft.) 100 B Length of available area(ft.) 100(on contour) C. Width of available area(ft.) 183 D. Total footprint required for drip dispersal(750gpd/0.27gpd/sf),as per 12 VAC 5-613) 2728 E. Square footage provided 18,300 F. is a Reserve Area required? Yes,100%Reserve Area.provided X Page 5 of 6 -,..rn EiP �� t600Q dn °)CUa Q- in cc m Qt170670.31i M10 m S Hyr Q �..roa a +� �� s , � 5rea s 10 ,w o '8D•ers ' o 'ir i 3 zI... 0 CV Ac Q, 14 m 1-� ili 2 La m a�in aaau ni /I e Dvco ainningvto Z 1"I In @ I I I I /y �,O 43�j CO • WQ aeol �- inH M 4 rxipmcn /IQ "D, ,`.�'/ in a coo ,co o / B O Q1 �' J ,tp . ~.ii `` r' ,lp ` /, W z z w x an—Irla d w 5;14, -► O a CV t[a zma II Ul 1 ID • IaJJOID EQ •CD •azmm wo -Qm H . X D . as • ti \ a. x w 4+ m a -a. - " STATE nuuiE 690 coo nEASEMENT) page of 6 p es il.: • :1: _---, — ir;----. -' �-�_ N. i i \ ' N. \ 1.11.541-48 LOT 4B`MCCUE SU�3IYISION �\s D.8.2035-544,54477IPUT �: • LOT 4A.20 A.MSC.48 5 VISI1YI• ' N. , DN. APE 5:4847-4i71lC • 0.8.415-424'FLAT ;I\ • 0.8.339-332 PLAT • REVISED - T.N.548-4A . • \ 20.91 ACRES \ . TOTA • L • IRON POUND • 872322 07'EI1.P9, . FROM-COR ER 0 • 8 . SEAT. P4 � '47 F :113,. 4. ` p• 3'ID.�. IRON g3,f.1. • Or- sEr .4`..07.6, . . AlClik• 41# 6; •n,e � ' h • - . , .. _ • a.a►+ •+, r { A ,' • i _ . f RESIDUE06 • T.M.540--3 •• . n�e•' 4.92 ACRES • LOT 3. VISION h' ► FDI E D.p B.AB89-15! 3.619-71 PLAT • a • :D.6.581-226 PLAT. D.8 33939- 85 PT : 44 .., EA0w c. • Fes. =•a 1 gf . T.4.548-1A ' ` i FOU ND . es �3 • JOSEPH d_MU PARCEL&ELE NOR LEE MULLEN / j; 0.6_5115-43E og�, IRON. y D.B.364-45 PLAT SET IRON FOU .,`` • FOR. FOUND • . REVIEW HEALTH DEPARTMENT COPY SCALE: 3' . IOW . • NOT FOR RECORDATION , DATE: ARIL 15.2019 GRAPHIC SCALE 1'0.100' ROGER W.RAY S ASSOC.,INC. 563 SUMMAR COURT CHARLOTTESYILLE YIi INIA 22904 TELEPHONE: PEPO 203-3190 0 100 200 3OO HAYSLRYEYINS.CON 2 OF 2 14710 Page 1 of 6 OSE/PE Report Fort consuuction Permit ❑ t Vol Upgrade ' >Q i� Subdivision 0 Inspection Pamdt _ Letter _ Approval Repoli Property Identification: 911 Address: City: Lot: 44• Section: Subdivision: OPIN or Tax Map#: 548-4A Health Department ID#: Latitude: Longitude: Applicant or Client Mailing Address: Name: Blair Turner.Appledore LLC Street.P.O.,Box 517 -' City: b1x State: y Zip Code: 22945 OSE Name: : f/r litam 1."di~ft"Loth IV License Number: 490001314 Address: 222 Sycamore Lane 3"•.Afigli . State Virginia zip PE Name: License Number • City: State Zip Code: • Date,o€Report: 3/30/20 Date of Revision 1: OSE/PI lob Number Date of Revision 2: Colten Ill des•4rlbli,relent(e.e.,She.Evaluation Stunners,Sol Profile Deseriptioas,Site Sketch,Abbreviated Dad=n,etc.) Cover Application ,soil Summary Report sop L'{•o#'ile&Design Calculations • 1"=loon san4 S`•vey-Well Location.Topogrueby..Boring Locations S'nbdwisio t?at, Certification Statement I hereby certify that the evaluations and/or designs contained heron were conducted in accordance with<the applicable provrst9ns((the Sewage Handling and Disposal Regulations(12 VAC5-610),the Private Well Regulations(12.VACS430),the Regulat ons10 r Alternative Onsite Sewage Systems(12VAC5=613)and all other applicebk laws,regulations and policies implemented by the Heath. further certify that I Cunene IVirginia Department of lY poste any;pnofessioaal license required by the laws lewd regulations of the Commonwealth that have have been duly issued by the applicable agency,charged with licensor;to perform the work contained herein. d The work attached to this cover page;has been cotbdtteted under an mtemtiption to the practice of engineering„SpeclOcally the ea remption in Code of Virginia Section 54.1-402,A I)F • I recotnme ad that a(select one eonstructt a 23 ) � Permit,0 cErgSeshar Letter, Subdivision Approvat,.t]'Repair Permit,[3 Voluntary Upgrade ' (select one): Z Issued, .el• PE/OSE Signature: r'a.ram .' Data 3/3t�0 .. Page 2 of 6 VDII use Only Commonwealth of Virginia Health Department ID Application for:531 Sewage System 21 Water Supply Due Date: Owner: Blair Turner,Appledore LLC Phone: 1434)882-0560 Mailing Address: , P.O.Box 517 Phone: ( ) - Ivy,VA 22945 Fax: ( ) - Agent Jeff Loth Phone: ( ) - Mailing Address: Phone: ( ) - Fax: ( ) - Site Address: Email: Directions to Property: North of kt.691,400'west of Rt.690 Subdivision: I I Section: Block: 1 Lot 4A 1 Tax Map: 544E-4A Other Property Di#nensionfAcreage 10.22 Identification: of Property: Sewage System Type of Approval:Applicants for new construction arc advised to apply for a certification letter to determine if land is suitable fora sewage system and to apply for a construction permit(valid for 18 months)only when ready to build. For Now Consttucsion: ❑ Certification Letter 0 Constniction Permit 121 Subdivision Review For Existing Construction: 0 Repair 0 Modification ❑ Expansion 0 Replacement Proposed Use: Ig Single,Family Home(Number of Bedrooms 1) 0 Multi Family Dwelling(Total Number of Bedrooms_ J o Other(describe) Will there be a basement � Yes ❑ No If yes,will there be fixtures in the Basement? Yes 0 No Are any conditions proposed on this constncrtion permit? 0 Yes E No Ifplease check`or describe all proposed Conditions thatp P� apply: 0 Reduced Water Flow 0 Limited Occupancy- 0 Intermittent or seasonal use ❑ Temporary use not to wind l year 0 Other(describe) Water Supply Will the water supply be 0 Public or®Private : . Is the Water supply❑Existing or J Proposed If proposed,is this a replacement wall? 0 Yes ® No Will the old well be abandoned 13 Yes 0 No Have or will any buildings within 50'of the proposed well been or be termite treated? No ❑ Yes All Applicants Is this an AOSE/PE application?1E1 Yes ❑ No If yes,is the AOSE/PE package attached? 1 Yes 0 No in order for VI7H to process your application you;must attach a site sketch and plat of the property.The site sketch should show yourpnoperty lines,actual and/or proposed buildings and the desired location of your well and/or sewage system.When the site evaluation is conducted the property lines,building location and the proposed well and sewage system sites must be clearly marked andthe property sufficiently visible to see the topography,otherwise this application will be,denied: I give permission to the Virginia Dgmi went of Health(VDH)to enter onto the property described during normal liminess hours forthe purpose of processing , this application and to perform quality assurance checks of evaluations and designs certified by an Authorized Onsite Soil Evaluator(AOSE)or a Professional Engineer(PE)as necessary until the sewage disposal system has been constricted and approved. Signature of Owner/Agent Date 3f P(t ti Page 3 of 6 • Soil Summary Report General Information Date: 4/13/18 Submitted to Albemarle County Health Department Applicant Blair Turner,Appledore LLC Telephone: (434)882-0560 Address: P.O.Box 517,Ivy,VA 22945 Owner: same Address: Location: North of Rt.691,4013'west of Rt.690 Tax Map: 5413-4A Subdivision: Block/Section: Lot 4A1 Soil Information Summary 1. Position in landscape satisfactory? Yes j No 0 Describe: sideslope 2. Slope 12 3. Depth to Rock or impervious strata: Max. in. Min.60+in 4. Depth to seasonal water table(gray mottling or gray color): No El Yes 0 Inches S. Free Water present No f Yes ❑ range in inches Yes tEl Texture Group I ❑ 11 ❑ 11I ® IV ❑ 6. Soil percolation rate estimated? No 0 Estimated rate 65 min/mcln 7.Permeability test performed Yes ❑ No If yes,note type of test performed and attach • 23 Site Approved Drainfieid to be placed at 36"depth at site designated on sketch: 0 Site Disapproved Reason for Rejection 1. 0 Position m landscape subject to flooding or periodic saturation 2. . 0 Insufficient depth of suitable soil over hand rock 3: 0 Insufficient depth of suitable soil to seasonal water table 4. ❑ Rates of absorption too slow_ 5. ❑ Insufficient area of acceptable soil for required dramfield,and or reserve area 6. 0 Proposed system too close to well 7. ❑ Other Specify Page 4 of 6 Tax Map 5413-4A,Lot 4A 1 • Albemarle County,Virginia Soil Profile Hole Hrzn Depth Material Description Tit (In) Grp 1 Ap 0-4 10yr3/3 dark brown Sandy Loam 2 BtC 4-60 2.5yr4/6 red Clay Loam,weak SBK,with many fine mica flakes and common very highly 3 weathered schist fragments and soft 10yr8/1 white,.10yr2/1 black Sandy Loam saprolite 2 Ap 0-4 10yr3/3 dark brown Sandy Loam 2 Bt 4-21 5yr4/6 yellowish red Clay Loam,weak fine SBK 3 BtC 21-60 2.5yr5/8 red Clay Loam,weak SBK,with many fine mica flakes and common very highly 3 weathered schist fragments and soft 10yr8/1 white, I0yr2/i black Sandy Loam saprolite 3 Ap 0-2 10yr3/3 dark brown Sandy Loam 2 Bt 2-18 2.5yr4/6 red Clay Loam,weak fine SBK Y 3 BtC 18-60 2.5yr5/8 red Clay Loam,weak SBK,with many fine mica flakes and common very highly 3 weathered schist fragments and soft Ioyr8/1 white, 10yr2/1 black Sandy Loam saprolite • 4 Ap 0-1 10yr3/3 dark brown Sandy Loam 2 BtC ' 1-60 2.5yr5/8 red Clay Loam,weak SBK,with many fine mica flakes and common soft 7.5yr6/8. " 3 reddish Yellow Sandy Loam saprolite 5 . , Ap 0-4 10yr3/3 dark brown Sandy Loam 2 BtC 4-60 2.5yr5/8 red Clay Loam,weak SBK,with many fiat mica flakes and common soft 7.syr6/8 3 reddish yellow Sandy Loam saprolite Design Basis A. Estimated Percolation Rate 6./Q ' B. Trench bottom square feet required per bedroom 49¢-25%=372 using EZflow 1203FI C. Number of bedrooms 4 Area Calculations A. Length of trench(ft.) .10 B Length of available area(ft.) 100 C. Width of trench(ft.) • D. Number of trenches E. Center-to-canter spacing(R) 2 F. Width required(R) G. Width of available area(ft.) H. Total square footage required 1984.25%=1488 using EZflow 1203H I. Square footage in design . 1500 J. Is a reserve area required? Yes,100%Reserve Area provided • LOT 4A-2 10 69 ACRES FOUND 18"ECORNEA 0.92 • N1 CONCRETE 2-STORY ►so S'v, ,Z RON BUILD TNG STUCCO FLAG >g1`ZA FOUND & FRAME r r rr r �, FLAB BLOCK & '�rrr r FRAME BUILDING ;if �'; ''' kaclsrruG V. 1 _ ► NEW 30 •PRIVATE FRAME I ~� , � FLAG STREET EASEMENT i.2 1 BUILDING L �'� �,r.D • FRAMEi � w� ,•(uILOING ; , -- S60'08'03"W IRONN89'02 48"W 62.58' SET A �' h• IAO 009•67. 121SET .97' IRON y 5E1 SET 21. N81 '13' 27,1' 25.3' ITT S89'28'02"W 343.64' . • tips 0 .9�1 91.34 DILAPIDATED FRAME h•Z�y9 ti ‘ g6 �S BUILDING BUILDING BUILDING 4� tip' .0 _, ' IRON •2 0 SET FLAG N��16* 4 Nor th 3906483 'A 09 East 11408246 "-IA:"` . ea DILAPIDATED op , '*.' FLAG BUILDING Q IP 5 G D FLAG �•% a'P✓ :.\ 0� O. D. ',IC.... PIE`' �d tFOUND �"o Cr: FLAG ------ S54'38'06"WPIPE FOUND 117.50' a • CURVE DATA . tIAt' DELTA RADIUS ARC -TANSENT , CHORD CHORO BEARING • STATE ROUTE 690 C1 15'14'46-- 429.14 314.10 57,43 113.BD 666'50'31' y�.�.�.6 1195'!2 06'S STATION ROAD 02 40'23'42' 333,00 212,04 110.53 207.68 641.43' a.�. 8/�3& // f90`>M IPTIVE£A9ENENf3 • CO 30.IS'SE" 680,06 117,69 80.00 117.83 S40'37'12- - _��- _`' 977•a2'6S'E `C4 42'17'64• 90a.6a 221.00 116.20 216.90 N57•p8'00•N p,i,,.. y 26 09' ,�� C VA10 CENTERLINE OF • N22 Ee'O"Q �_r_ e�� v, NEE 9D'PAIYATE STREET EAREMENT. 44.86' Ipp�� ` LINE SEARINE DISTANCE SET• I'' IRON u N7a'15NDrN TAKE S. FOu+D BET ,�♦ L2 SRO.34•09'N 24.04.07 - 13 l35C•00'00'N 73.46 • ` ��\ L4 670'28'23' 122.55 q,6.�''. $I�t At ,�,A I_''T �` �'4ti • B35630'51'E T.M.546�9--3p • ` 169.51' DAVID EARNS 3-N.EL12AEETH&URNS D.B.1129-61& • .: IRCtI North 99a70S9 !Be. \ig 0.8.829-223 PLAT• ...4.06.61. FOUND Coot 11 A0812f \ rt i� L T.Y QICKIE BNM 613 ET r,/r �,_ -40 D.e.�-w4,s47 PLAT LOT IA-2 • FOUND ; . ;`,` t,10. PPE 10,69 ACRES PIT4i d ��' oN20FRdi CoAF&R • �313 S6 M01•N TIE LINE • S!7'00'01"N 1�. CONCRETE � � .'�y. &D.77' ` �.AR RON BUILDING '�' Ni4 \ t�A0ti C • ,�.MSMS •T. .64-9 BLOCK C 'i r .!ILIA Jell SHIELDS 'I� B1 L�DI"B Jj/`'�/� i r • A ma's YARI ABUsgffp STENO II CAULE_ N iNcES • �r FOUND ✓ J , r 837-43- A7 mod,;,,+ � 'o PRIVATE STREET D.8.837-495 PLAT IRON •SETPaoME WI= ��r Apr at , BJ2OTEll.2s'9ti ^�.ry FRAME rw lip ,«, �^w FROM COPIER 60.y N>e'�47 LJ &uIwIN6 BBa'66' Y �61 a 971E - IRON • " 96s,97• 9 s Na92a p 62: �.��h' �. SET / .. 9413 ;_ -�1�L� N8!'!3'18'N IRON '� a7.". 81 •037Y �gT •4 �`3.' 28.a 6B9"26•02'N 943.64' + 61 91.34' SET lot S • Ihi A - SP4610 k 10.22 ACRES 9UD.DIN6FRAME p •LDINO DIND yt�,�,��+ RON 9906489 FOUND R'N' 0'� E"�iathl3 ��p� J� J/� a,41 � North 990844E ' """1"'��;�i, DILAP1I� TEO ,fi 4a" APLEDDRRBE.&LC r / !aft East 11406998 b un .�41e... SUTLOIN6 41. 0'g� ns �a .,..� ....Pia: • 0.8.4aa3-111 +� i' 0.9.619-7pp3pp PLAT A. wu�3,�.t'Ti'`.� E D.B.aBi'4B8 PLAT �. ` • A. 0.6.3�9a-332 PLAT RAIL; 98'O, .V� - 1i7.50 M191R9f�-. _ IRON JOSEPH J.faLLEN k�L Ewa;LEE MULLEN 40 F°`""0 \ :_„ �.. HEALTH DEPARTMENT COPY 0.6 5115 D.B. _321 PLAT .b % NOT FOR RECORDATION D.&. 5 PLAT . . • TP"ARCEL 1A � ,~r S; - J0SEPH J.*LLEN 6 ELEANOR LEE"ULLEN 5-492 -STONE 9� 04 S TONE *7'.7� ' 0.6.E-465 AT a r FOUND fast 13996602E 3 FOR • !• REVIEW w tM. A-83 SCALE: 1" - 100' O:. JOSEPNI J. EN�C�6EA►3W2q LEE WILLEN DATE: APRIL 18,2019 O 0. I 17 PLAT N'N7 !RAPIiIC SCALE 1".100' • • 009 N.RAY 9 ASSOC. INC. r,o�'_i�.rf:ic•• re' ' 6&3 BEflKNAR count • CHARLOTTESVILLE,VIROTNIA 22201 f4. 0 1{� 20p 300 TELE RAP AYSH 1 YI4NB.�t�193 6tEEI R or t 34730A.