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HomeMy WebLinkAboutSUB201700126 Correspondence 2017-09-20 ez 4.\ DENIED COMMONWEALTH of VIRGINIA In Cooperation with the Thomas Jefferson Health District ALBEMARLE-CHARLOTTESVILLE State Department of Health FLUVANNA COUNTY(PALMYRA) 1138 Rose Hill Drive GREENE COUNTY(STANARDSVILLE) LOUISA COUNTY(LOUISA) Phone(434)972-6219 P. O. Box 7546 NELSON COUNTY(LOVINGSTON) Fax (434)972-4310 Charlottesville, Virginia 22906 September 20,2017 Feather McMah746r Department of Community Development 401 McIntire Road, Room 227 Charlottesville, Virginia 22902-4596 R • .tY� sf s c , . -6 Sunrise Acres Lot 25&26,TM#40A-25 Dear Ms. McMahon: On August 30,2017,the Albemarle County Health Department received a request from you to review the proposed lots in the referenced subdivision for onsite wastewater system approval. This is pursuant to local ordinance. We are hereby denying the review request for the following reasons: ❑ The OSE submittal recommends construction permit approval instead of subdivision approval. The proposal needs to be revised for a subdivision approval. ❑ A field review of the proposed drainfield areas revealed redoximorphic soil conditions exist at depths less than 36"(22"&25"). The site is not suitable for a conventional drainfield as proposed. The treatment level and dispersal area will need to be redesigned based on the soil conditions. If you have any questions,please contact me at(434)972-6270. Sincerely, Travis T. Davis,OSE Y--�— Environmental Health Specialist Senior '/3 Level II Review-9/18/17 :f TIED Proposed subdivision (BLA) of TM 40A-25 Hole 1-Proposed primary drainfield Ap 0-2 10YR 3/4 dark yellowish brown; loam II E 2-9 2.5Y 4/4 olive brown w/common small quartz frag (<2mm); III gritty clay loam Bt1 9-18 5YR 5/6 yellowish red w/ 10YR 5/8 yellowish brown; common III/IV quartz frag; gritty clay loam to clay Bt2 18-25 5YR 4/6 yellowish red w/ 10YR 6/4 light yellowish brown; few III 10YR 5/3 brown observed at root channels (possible depletion); gritty clay loam Bt3 25-33 7.5YR 4/6 strong brown w/ 2.5Y 6/2 light brownish gray (redox) Ill w/ 7.5YR 6/8 reddish yellow iron accumulations within; clay loam Bt4 33-48 7.5YR 5/6 strong brown w/5YR 5/6 yellowish red w/ 2.5Y 6/2 III light brownish gray (redox) w/7.5YR 6/8 reddish yellow iron accumulations; gritty clay loam Cbl 48-60 10YR 6/4 light yellowish brown w/5YR 5/8 yellowish red w/ III 10YR 5/2 grayish brown (redox) w/ 10YR 7/2 light gray (redox); clay loam Cb2 60-68 2.5Y 6/1 gray (redox) w/7.5YR 6/8 reddish yellow w/ 2.5Y 6/4 IV light yellowish brown (redox); tight in place, shrink swell clay Hole 2- Proposed reserve drainfield Ap 0-12 10YR 5/4 yellowish brown; loam (looks to be a previously II cultivated garden) Ba 12-15 7.5YR 5/8 strong brown w/ 10YR 5/4 yellowish brown; common III small quartz frag; gritty clay loam Bt1 15-22 10YR 5/8 yellowish brown w/common small quartz frag; slightly IV moist; gritty clay Bt2 22-26 10YR 5/8 yellowish brown w/2.5Y 6/2 light brownish gray III/IV (redox) w/7.5YR 6/6 reddish yellow iron accumulations within; gritty clay loam to clay Bc 26-38 5YR 5/8 yellowish red w/ 10YR 6/6 brownish yellow w/ 2.5Y 6/3 III light yellowish brown (redox); gritty clay loam Cbl 38-54 10YR 5/6 yellowish brown w/ 2.5Y 6/2 light brownish gray (redox); Ill micaceous clay loam Cb2 54-64 2.5Y 6/1 gray (redox) w/7.5YR 6/8 reddish yellow iron IV accumulations; clay Z/3 The proposed drainfield area, delineated by the OSE, was marked in the field with wooden stakes at the corners of the primary/reserve area. The proposed conventional drainfield to be installed at 18" due to redox observed at 36" (OSE hole#2). A field review was conducted on September 18, 2017 to verify the soil conditions. Two holes were augered within the proposed drainfield to assess the primary and reserve area. There were distinct light brownish gray colors observed at 25" (primary) and 22" (reserve). These colors are indicative of a restrictive soil horizon/SHWT. It is possible to redoximorphic conditions exist at shallower depths but would require backhoe pits to thoroughly evaluate. Based on the field review, the proposed drainfield does not meet the minimum setback to a restrictive soil horizon. The soil conditions dictate that a shallow drip (10" or less) be installed on the property. LL' FEY .vIE.W_ $1 PF 3 3 G� ; rra iI ' �c� 8 m2ss10 `�• /d.4, �&6 p9 yg nes 0 J1� \ 5 LCI wood O UD OP'�e1���pti ox'-c + • S TMP 404-27 S a Q ._ Lot 26 W. Zeller vT• D.B.y3449 Pg.341 �miE P iLl14y �Q \ *0) m • �, • �A CI' ^ 0.48 Ac. k T� 1) .o° T. 2) n) Z ,,i ;t / ys TAP \'' 404-33 \\ Drain g' Millard 6' Anne Nor ford S9 Field r� / 0.8.669 Pg.47 o To ��` / �i(Cc6�IS shock O c° 79\' p2 ••°:� o / // 0 'p6`,,r•. ' ti r . O/ / od / / Lot 25 \ / / // 0.49 Ac. ©/ / v�os / // IF @ 'DP/ / c� cS T, 3.63,1 . / a ,,ti IMP 40A 23 ��� / eco/ti voc Joyce S. Morris S / / -2- o0 W.8.121 Pg.240 ICl/ , / 'Cl/,00 4c D.B.45B Pg.394 /O/ NQ/I'' /// ///PF @ w. p° / • i 4,5),e5, / / X\' P�'C / i �Z o o 0) \\\�PLT H of ' • o\-\ ,/'9 PLAT SHOWIf z �� BOUNDARY ADJUST TAX MAP 40A PARcE Robert W. Coleman, Jr. ���. No. 2007 LOTS 25 ANC °'7Nn ,.. ,cl° CTTXTPTC1? A fil A&A NIED COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road,Room 227 Charlottesville,Virginia 22902-4596 Phone(434)296-5832 Fax(434)972-4126 August 30, 2017 Teresa Batten Virginia Department of Health 1138 Rose Hill Drive Charlottesville,VA 22906 RE: SUB201700126—Sunrise Acres-fmal plat Dear Ms. Batten: The County of Albemarle has received application to subdivide/develop [Tax Map 40A Parcel 25].This project requires Health Department approval before receiving final County approval.The applicant has provided soils information for the proposed division,which is attached. Please review the proposal for suitable subsurface drainfields which comply with the provisions of Chapter 18, Sections 4.2.2,4.2.3,4.2.4,and Chapter 14, Sections 14- 309 and 14-310 of the Albemarle County Code. Should you have any comments please feel free to contact me. Sincerely, Heather McMahon Senior Planner Department of Community Development Voice: (434)296-5832 ext. 3278 email:hmcmahon@albemarle.org Received 11aVIS SEP - 5 2017 Charlottesville/Albemarle Health By trine Department pl 0411012ot'7 Y:. I:60- 3.'00 DENIED Page 1 of 11 Construction Permit��ertification Letter 1 1 Subdivision Approval Property Location: 911 Address: City: Lot ZS ?'24 Section Subdivision SU,.r t S . 4c Ise$ GPIN or Tax Map# yDltj - 25"f ZG Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: ,4 nA0.. 4. /40"15 Street: I528L, inc,(t1:llia City: ihr�swr5i�� State t Zip Code 22913 Prepared by: OSE Name Lydimaot �,; �� ,�i- ; 4i39-zit -ce9-s License# IlY006/3S7 Address g0. &x 75-2, City State (// t Zip Code Z-2-9y j PE Name: License# Address City State Zip Code Date of Report O7/or/to 17 Date of Revision#1 OSE/PE Job# Date of Revision#2 Contents/Index of this report(e.g.,Site Evaluation Summary,Soil Profile Descriptions,Site Sketch,Abbreviated Design,etc.) Pz "z QSE GSA, tiff I.-till-4.1 fir Lo_ t44VIIDAA _14 r3-Y .x15 f 1Lf_ S'-7 t. . ' :1. , ._ - . I -- tle 0-9 Sys Six.e..:444447.1.5 Certification Statement I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the Sewage Handling and Disposal Regulations(12 VAC5-610),the Private Well Regulations(12 VAC5-630)and all other applicable laws,regulations and policies implemented by the Virginia Department of Health. I further certify that I currently possess any professional license required by the laws and regulations of the Commonwealth that have been duly issued by the applicable agency charged with licensure to perform the work contained herein. ' The work attached to this cover page has been conducted under an exemption to the practice of engineering,specifically the exemption in Code of Virginia Section 54.1-402.A.11 I recommend that a(select o ): construction permit certification letter subdivision approval LI be(select one)issued enied❑. Received • OSE/PE Signature ed Date 07/o3A017 SEP - 5 2017 CI ®harlottesvilleH D /Albemarleent ,plc z �t u Commonwealth of Virginia • VDH Use only Health Department 1D# Application for: a nage System OWater Supply Due Date Owner oyee,. S, /nitIV`s Phone y3Y-723- 5-090 Mailing Address S-741 s Si+•e.e.4 Phone Crote� VR ZZ932. Fax Agent AnAkel 6. Mans Phone (13V 4/9/►-`1228 Mailing Address t SZ8'G M&lil;I t.tans Priv Phone U/1 ZZ9Z3 Fax Site Address n Email Directions to Property: West-A l ii- Ko... ?Jo ; II- Zoo` Mot tl► SAlnv:se. Ares Skeet t Subdivision suint i Se Arc 5 Section Block Lot Z5 t Zb Tax Map 11%A cct ZS(Zb Other Property Identification Dimension/Acreage of Property 0.9 7 ecKS Sewage System Type of Approval:Applicants for new construction are advised to apply for a certification letter to determine if land is —.-- suitable for a sewage system and to apply for a construction permit(valid for 18 months)only when ready to build. °Certification Letteronstruction Permit © Voluntary Upgrade 0 Repair Peraiit- Proposed Use: Single Family Home(Number of Bedrooms Z- ) Multi-Family Dwelling(Total Number of Bedrooms ) Other(describe) Basement?©Yes Walk-out Basement?DYes(a' dr.- Fixtures in BasementDYesaft5r" Conditional permit desired?DYes If yes,which conditions do you want? ❑Reduced water flow ❑Limited Occupancy ❑Intermittent or seasonal use O Temporary use not to exceed 1 year Do you wish to apply for a betterment loan eligibility letterDYesThere is a$50 fee for determination of eligibility. Water Supply Will the water supply be blit or0Private? Is the water supplyesting orOProposed? If proposed,is this a replacement well?DYes ONo If yes,will the old well be abandoned?°Yes ONo Will any buildings within 50'of the proposed well be termite treated?Dyes ®No All Applicants.: Is this a private sector OSE/PE application? es 13No If yes,is the OSE/PE pat ge attached?[des ONo Is this property indeed to serve as your(owners)principal place of residence? es ONo In order for VDH to process your application for a sewage system you must attached a plat of the property and a site sketch. For water supplies,a plat of the property is recommended and a site sketch is required. 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 and the proposed well and sewage sites must be clearly marked and the property sufficiently visible to see the topography. I give permission to the Virginia Department of Health to enter onto the property described during normal business hours for the purpose of processing this application and to perform quality assurance checks of evaluations and designs certified by a private sector Onsite Soil Evaluator or Professional Engineer as necessary until the sewage disposal system and/or private water supply has been constructed and approved. Signature of Owner/Agent Date This form contains personal information subject to disclosure under the Freedom of Information Act. Revised 12/12014 e VDH Use Only Health Department ID>: Due Date Site and Soil Evaluation Report (For certification letters and subdivisions) General Information Date: 07/091z6 17 ff/1,e.,,,r,;,,rle County Health Department Applicant: R1.,41,„„y (. �arrts Telephone Number: y3y—`f9L- y7jig Address : I52rji0 /ft, / j(;Ams p,;,/e., Ede la„tsv+he. VI) 2x923 Owner: JyGG 5- Meet;6 Address: 71 W464 Location : 43-5y:14_, �� Re4t $16 4/' 4 ZOO' -jjz dj- 5 tirryc, Ictus $vkt- Subdivision Sunr.Se. Block/Section _ Lot ZS '2 Soil Information Summary 1. Position in landscape satisfactory Yes L./NO_ Describe: s.d cs 2. Slope 3 3. Depth to rock/impervious strata Max. 6,0 Min. 3L None 4. Free water present No ✓ Yes_ Range in inches 5. Depth to seasonal water table(gray mottling or gray color) 34,,t- inches 6. Soil percolation rate estimated Yes_Texture group Di Err DIV No_ Estimated rate $Smin/in 7. Percolation test performed Yesmber of percolation test holes_ No Depth of percolation test holes Average percolation rate mpi Name and title of evaluator: Jwo. C. V C.O.4 Signature: ` r . Departm; t Use _ l3Ste approved: Drainfield trench -,toms to be . led at Vq (inches)depth at site designated on permit. _ Site disapproved: Reasons for rejection: (check all that apply) I. _Position in landscape subject to flooding or periodic saturation. 2. _Insufficient depth of suitable soil over hard rock. 3. _Insufficient depth of suitable soil to seasonal water table. 4. _Rates of absorption too slow. 5. _Insufficient area of acceptable soil for required drainfield,and/or Reserve Area. 6. _Proposed system too close to well. 7. _Other(Specify) OSE Form G(pg.l)Revised 7/02,2009 • Page l of It Date of Evaluation: Q VL rfre. Profile Description SOIL EVALUATION REPORT Property ID: Syt, rke gives h}LS f ki-24 Where the local health department conducts the soil evaluation the location of profile holes may be shown on the schematic drawing on the construction permit or the sketch submitted with the application. If soil evaluations are conducted by a private soil scientist, location of profile holes and sketch of the area investigated including all structural features i.e.sewage disposal systems,wells,etc. within 100 feet of site(See section 4)and reserve site shall be shown on the reverse side of this page or prepared on a separate page and attached to this form. See application sketch _ S�See construction permit _ See sketch on reverse side or page attached to this form. Hole# Horizon Depth Description of color,texture,etc. Texture (Inches) / Group /� a—$ 7•r1 54 5htew, R.tv,./,, 5:1+ 10 + lic- gg i lr -41z . srQr/`_yea„ J R&1 C�l,�, �, gt2 . 1.60 U j Slits-4 YeS' Ila LI 44-44,41 5L-A4c 544 y ebai 2 1 0-6 7.syltrJ6 Sarv.,. 8r...�,. 5.1 L4...+, $ R� 1 6 -33e 37 r/G itale,.,11.lea Gl 4diWI L .. (- ls►.,7 -v.If .5.v.-/Itil t �� 3 4 0-4f 7.r)ts/c Sko.., Xo.1.4 s.1� 14 Nov 111C"131-131- r y-35" <7L `'1`_idlJ . Ad a/....„ L.0..1 Rb z40 j/ . ,1 oft yo V.l'/o,,,/k 1, k 1 r r'G z.,c r 4.7 5k' i �tl 0 41 A o-/t . SYe sly ,fid r.�,iro..,,... e ltr, 1.4 Bi-1 I2 -'39 s-xty�gLit,411.-- ry vd-� �!1 /c An-t 142. _ 3/-4 7JR-574 � i J,7 _. 114h �. Af 4.- . e .7 7 t �. S 0-/, 4/y jsi1 zt, ffl/ reit% 1aOn __ nu- tt Z yy--� r fr ryAsl g,,.,.,s1, sr61,1. 7 •13E- lv f4 0-7 . 7.rtA sY Sfr,f Jr/,.,. et., 2,.,..-t JT Ay,y ,l. ( / sx /, I44 tp74-1.4 55.x1(07 = REMARKS Atsy'.J1 L,' it. 44i CO�r // 77�� 1 � 5 a,eo �iD 7"Pes,.cer of skr,%s1./.f�,e0 Gl1 ® drgas .i 340+ ;n ,,N iloks OSE Form G(pg.2)Revised7/02.'2009 Page c of /1 Design Calculations Property ID: .5"„:s.. 4cres !of Zs 4' 161-Z6 Flow Type of use(residential, etc) �; �l Show Calculations Here' No. of bedrooms: & No. of employees: N/A Square Footage of building space:We, 4, Daily flow (peak design) in GPD: 30060 Treatment No. of septic tanks: / Show Calculations Here' Size of septic tank(s): 7s G,+IIe„ Pretreatment required? _yes If yes, specify type of treatment device: Absorption area design Soil Texture Group: 31ir If pump system, enhanced flow, or LPD show Reserve area required? yes— no calculations here or on a separate sheet. _ 50%_ 100%�(check one) (dosing volume, head, pump design, etc.) Specify other Y sit Ls,,,v4,or2644 Water Supply Class of well: 7'ML . S lM/ Describe (bored, drilled): Distance between septic ttfik(s) and well: Distance between absorption area and well: ' Information and calculations required for commercial and/or conditional use applications only OSE Form I Revised 7/2-2009 Page Of I� Abbreviated Design Form This form is for use with gravity,pump to gravity,enhanced flow,and low pressure distribution(LPD)sewage system designs and when applying for a certification letter or subdivision approval.p This abbreviated design covers the 0 primary and reserve area, C��dly the primary area, 0 only the reserve area(check one) for 6,,,Ari5e. nc,,rts 1,4 ZS c 104- Zio (property ID). Design Basis Total length of available area: 7p' Total width of available area: /Z.9' Estimated Perc. Rate: $S at (3 in. (depth) Number of bedrooms(or GPD): 30,9 641) 2 Conveyance Method : (� VI Al Distribution method (specify): 6,,,k ,j Te42.14,11 Dispersal system basis 3 -nk s;1/ 502 LGMI required? 4L (Y s/No Effluent quality required: ��iRrJ (kPrimary)Secondary,Advanced Secondary) Square feet per bedroom: 7(g Total trench bottom area required: ill A Gravity.pump.siphon 2 Enhanced flow,LPD,or Drip Dispersal Table 5.4 of SHDR or identify the GMP used Area Calculations Number of trenches 7 (Note if a pad is used) Length of pad or trenches: 70 Width of pad or trenches: .3` Center to center spacing: 9/ Reserve required? Ye5 Percent reserve area required: 24,2 0 Total width of absorption area required S'7. Total trench bottom area provided: /Y70 The required width is calculated by multiplying the center-to-center spacing by one less than the number of trenches and adding I trench width plus any required reserve area. If the topography is not uniform across the length of the site the trenches will need to flare apart on one end to maintain contour. When this occurs it is necessary to use a center-to-center spacing that accounts for the flair or the installer will not be able to fit the system within the approved area. It is perfectly acceptable to have more area available,especially up and down the slope, than is required. OSE Form E Revised 7/2/09 Page 1 Of it Abbreviated Design Form This form is for use with gravity,pump to gravity,enhanced flow,and low pressure distribution(LPD)sewage system designs and when applying for a certification letter or subdivision approval. This abbreviated design covers the 0 primary and reserve area, 0 only the primary area, g-etfly the reserve area(check one)for $,,,,,_„se, R,r4,S L -2S14,f 2L (property ID). Design Basis Total length of available area: 70Total width of available area: Z9' Estimated Perc. Rate: $5 at jf' in. (depth) Number of bedrooms(or GPD): 1 2 I Conveyance Method : �tl Distribution method (specify): 1.„„ t,cvr,,Thir.1.,ko., Dispersal system basis 17,),L S.4 0J $J4Dp LGMI required? /yo (Ye ) Effluent quality required: .Sec, (Prima econda Advanced Secondary) Square feet per bedroom: 110 7,/4.fb r Total trench bottom area required: . 1634 sr•11-. Gravity',pump,siphon 2 Enhanced flow.LPD,or Drip Dispersal 3 Table 5.4 of SHDR or identify the GMP used Area Calculations Number of trenches g (Note if a pad is used) Length of pad or trenches: 70' r Width of pad or trenches: .3 Center to center spacing: '; Reserve required? Yes Percent reserve area required: 2 to% Total width of absorption area required (4 Total trench bottom area provided: MO The required width is calculated by multiplying the center-to-center spacing by one less than the number of trenches and adding 1 trench width plus any required reserve area. If the topography is not uniform across the length of the site the trenches will need to flare apart on one end to maintain contour. When this occurs it is necessary to use a center-to-center spacing that accounts for the flair or the installer will not be able to fit the system within the approved area. It is perfectly acceptable to have more area available,especially up and down the slope,than is required. OSE Form E Revised 7/2/09 Page g of f) System Specifications Property ID: S��r�sc 4 lel- ZSZ 642 - Applicant Information Name Ah F en G. Al,,,rts Phone y3y- 774,- Ylss Address j siva riflc Priv4 r bsl.rsviLI 1/A AnZ3 Location Information Tax Map No. *If ,,,,,w f ZS-E ZL Property address GPIN No. Directions Idcst.s;d,,.. 0 A 4..8/0; Subdivision +/- Zoo' lf2 fk off SuNnu. ActSly Section Block Lot ,Zr 24 General Information System Type 'Z Number of bedrooms ZS( • (e.g. septic tank, drainfield) Daily flow 300 ZIT) (gpd) Type of property cs,J,,uA( (e.g. commercial, residential, etc.) Conditions Sewer Line • Septic Tank—Inlet/Outlet Structure Schedule 40 PVC,4" '—or equivalent Capacity: 7So gallons (add check or describe equivalent below) 2° septic tank A//4 gallons Per the 2000 Sewage Handling&Disposal Regulations, Check which option chosen: Septic tank with inspection port •--' Septic tank with effluent filter _ Reduced maintenance septic tank Conveyance line/force main Information Distribution box Information Method G,r,,,,, No. of boxes J (e.g. gravity,pumpi g, dosing siphon) No. of outlets /y If pumping,attach Pump Spec Sheet Surge or splitter box required: Material 54 `oi., Yd Pec Yes No •/� Pipe diameter Slope of pipet"-foal (in inches) Header line Information Percolation line Information/Absorption Area 1500 pound crush strength Yes ✓ Center to center spacing Minimum slope is 2"/100 ft. Yes -� p g ft. Required spacing 7 ft. Installation depth 16 inches Aggregate depth iL inches No. of Laterals 7 Lateral length 7o ft. Lateral bottom slopez inches Lateral width.34 inches OSE / Date 07As/Lvt7 OSE Form]Revised 7/2/2009 Page 0l of 1I System Specifications Property ID: Sua,r s ,fu45 lei IS f is-26 - ere_ Applicant Information Name � Phone y3 y- y9�- Vi gX /� Address (S f W.W,!.Ave- 3.44,„,esolle. V/ Z19L3 Location Information Tax Map No. "lag f orL6/ 2s-s ZG Property address GPIN No. Directions k/e..g ,:j.. of � g� , Subdivision �, ,r /16 41' Zd'a' 4,4 o/ Su,nr. jiitrr.S 5'4-.44- Section Block Lot ZS €LG General Information System Type " Number of bedrooms Z Pig (e.g. septic tank, drainfield) Daily flow Soy (gpd) Type of property R.as;l„„l.; • 116 1D of It C) so pN.) z : wK -L � � 5 v v o ' OOOrcn CD w Cr �_ * �� Cr �' fli - cc uncET -i- 3 -0cQ CD cn -c c o o ..zCL oc � mm cr CT r �' CD -v CDS a CT v m = o 'o c o CDrnrn C �o �Sa a) C A orco-a —I ~O ,`�ao�a ° o c su X ,oely J��`X n Q°CT) (D N� C���, ti� N O C) N � ,`9.4, c1'ti'l� rn N O) A o v c 66) seo' •'#S 0- o df�613 -0i 1eR 182 c� v ossa prive • /fer • `` prop •• 'se -fi`e #s m • , ° O�j�O e •��'l, ��0 co • �ti civ si o rn rn 0 25 50 100 The boundary lines shown are from a current field ' ,_ . —� run survey and are according to field evidence and ato SCALE IN FEET plats of record. Het 0 i `17 CC r©� Lot 2 containing 0.49 Ac. is to be combined Ftr Qm with Lot 26 containing 0.48 Ac. and become �� ,� ,� apart thereof. New Total = 0.97 Acres o . um Qo TAP 404-30 'Zeiler" 3449/341/' PF t'-----:-.7-------0-- , rans Fed D8 s5 e'cP'JOz B p8.jL ,, '')t' ,z,,Kati 0° f p0 QA' p S TMP 40A 27 4� +p9 IA 2 Sr Troy W. Zeller �,�a ^0 0.48 Ac. 0.8.3449 Pg.341 406 t cP. a, °cs' 'i cP 6`� 1) 529.56'57"W 27.60' ' /' , 3) R=2594.05' L=99.04' �� \ o / TAP 404-33 Drain /y'• Q4li/ Millard 5 Ave Abrford \. Field / 0.8.559 Pg.47 o • >, �\ / ,,Op tea• block j 0°'4c" 'IS shed d( °ec'\ of • / / Lot 25 \ // /// / / ti 0.49 Ac. xR<_r \ v ' ©/ / rco // 0 / �cS IF e UP/ q / i g 3.63' / 0 6 �,,c /oa 6 TAP 40A 23 ��. //40/--, Joyce S. Norris `0'. / 1a 58.121 P9.240 Q� / o 0.8.455 Pg.394 / 'V/w 4� / 42- / / // `2h / / PF @; / / 1.0' „or / 5 / z�d'e / '/'a PV / / q0 PLAT SHOWING o z BOUNDARY ADJUSTMENT ON Robert W. Coleman, Jr. A1C No. 2007 TAX MAP 40A PARCELS 25 &26 LOTS 25 AND 26 4�� S U F'J E,y�' SUNRISE ACRES RESIDENTIAL WHITE HALL ROAD SURVEYING SERVICES WHITE HALL DISTRICT 1710 ALLIED STREET.(434) 245-8744 ALBEMARLE COUNTY, VIRGINIA SUITE CHARLOTTESVILLE, VIRGINIA 22903 JUNE 6, 2017 1"- 50' 17-085 Adi APPROVED FOR RECORDATION NOTARY PUBLIC OWNERS APPROVAL The foregoing instrument was The platting or dedication of the following Agent the Date acknowledged before me this described land; T.M.P. 40A - 25 & 40A - 26, Board forof Supervisors day of is with the free consent and in accordance 201_. with the desire of theundersigned owners, proprietors and trustees. Owner: My commission expires, Owner: Joyce S. Morris ,201_ 5768 Sunrise Acres St. Crozet, Va. 22932 moD o/ p */ yce S. orris Date Legal References: W.B.121 Pg.240 NOTARY PUBLIC D.B.458 Pg.394 ````,��1111111t//, D.B.367 Pg.316 (Plat) The foregoing instrument was ���L•C, .0. ,� acknowledged before me this �•ti�'`$,X NW � ►,i", 1N+++day of AIAbMSr- _4 6O Property Zoning: RA 2017 ^ E* OF VIRGINIA Building Setbacks: 02. My commission expires, '�,� '••Aim �` Front = 75' Rear = 25. /Wag30"+' ,201/._ �i 70994t1��.L ��• l��, ��'itt4�tk Survey prepared without the benefit of a title report and does not necessarily indicate all encumbrances upon the title. Lots 25 and 26 each is assigned 1 development right and may not be further divided. Under current county policy, public water and/or sewer services, may / or may not Vicinity Map be available to this property. Lots 25 and 26 each contain a building site that complies with Section 4.2.1 of the Alb. Co. code. 810 Thurston The parcels shown lieA.n the Beaver Creek Sunrise Dr. water supply wasterhed and not in an ;, Acres agricultural-forestal district. St. <, ea i 4 OaS• Site a The property shown hereon, lies in Zone X and not in a 100 Year Flood Hazard, as shown on Federal Flood Rate Insurance Map No. 51003CO229D, effective date, Feb. 4, 2005. 810 789 7 O�. aed a�1 0 1 1"= 1000' PLT H OF '9.4 PLAT SHOOING Z , BOUNDARY ADJUSTMENT ON Robert W. Coleman, Jr. TAX �� ���,,,__ 25 Lic. No. 2007 PA8c 26 RCELS • sUR���° Received LOTS 25 A \ D 26 SEP - 5 1017 SUNRISE ACRES RESIDENTIAL Charlottesville/Albemarle WHITE HALL ROAD e It De artment SURVEYING SERVICES By WHITE HALL DISTRICT 1710 ALLIED STREET,(434) 245-8744 AL3EMARLE COUNTY, VIRGI \ IA CHARLOTTESVILLE, VIRGINIASUITE 22903 Sheet 1 of 2 JU\E 6, 2017 17-085 Adj 0 2550 100 The boundary lines shown are from a current field run survey and are according to field evidence and plats of record. Z SCALE IN FEET a co H, am ski cc w a —©_ Lot 2 containing 0.49 Ac. is to be combined 1 with Lot 26 containing 0.48 Ac. and become o N a part thereof. New Total = 0.97 Acres CC o • O CO w • CC o TMP 404-30 Zeller" // 3449/341/ ----\,,, . PF r A 08• n� d• �e6p `1� 1� , . 9..155 es 1 ti 1,E R l QA o 0) 0_ TMP 40A 27 �Q ` LAM T. Troy W. Zeller SCA D� �0 0.48 Ac. �T 0.5.3449 Pg.341 ��, ti°' 0. c) 00� ; T�� 1) S29'56'57"W 27.60' . .7 2) R=2594.05' L=72.95' ti ; 3) R=2594.05' L=99.04' 00 ; 0) 7''''''''''''',, / \ 0) 0 m / TMP 404-33 ., Drain Q�2 Millard 6 Anne Nor ford cS Field / / D.B.669 Pg.47 .�o • Allblock To c7 •� UP / / 6,�Cc\'is shed 6m�7 so ' 02 ° _ / / 0 Ldp. •i s '� 0/ / i deco / ///<2/ J l // / Lot 25 \ / // 0.49 Ac. tr" ®/ / irpV. / // O// IF @ r UP/ �T 3.63'1 y / 0 t, titic / /QoawOc TMP 40/4-23 ��� / ,(Zi�/,ti (3 Joyce S. Morris S. / th a W.B.121 Pg.240 / / 'v'/w 4<co� D.B.455 Pg.394 /O/ 'P'/,�V / (I)/ .q' // // �Zh / / PF @ / / 1.0' xo r / • 2 0�' / / X\i 4 / / 0) v��PLT Fi QF , ,-\ �o 9` PLAT SHOWI \ G �,-A " BOUNDARY ADJUSTVENT 0 \ Z , H Robert W. Coleman, Jr. TAX MAP 40A PARCELS 25 & 26 Lic. No. 2007 LOTS 25 AND 26 "� SUM � SASE ACRES WHITE HALL ROAD RESIDENTIAL WHITE HALL DISTRICT SURVEYING SERVICES (434) 245-8744 ALBEMARLE COU\TY, VIRGI \ IA 1710 ALLIED STREET, 20A CHARLOTTESVIILLE, VIRGINIAE22903 JUNE 6, 2017 i"= 50' 17-085 Adj