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HomeMy WebLinkAboutSUB201900128 Assessment - Environmental 2019-08-06COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, Room 227 Charlottesville, Virginia 22902-4596 Phone (434) 296-5832 August 6, 2019 Teresa Batten Virginia Department of Health 1138 Rose Hill Drive Charlottesville, VA 22906 RE: SU13201900128 Kirk Brittain Dear Ms. Batten: The County of Albemarle has received application to develop/subdivide [Tax Map 47, Parcel 76A]. This project requires Health Department approval before receiving final County approval. The applicant has provided soils information, 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, Senior Planner Department of Community Development Phone: (434) 296-5832 ext. 3097 Page I of$_ OSE/PE Report for: Construction Permit Certification Letter Subdivision Approval Property Location: I 911Address: 3ZIS tk .oL,1 Act• 5 /� LAn6 City: OAW1-)r5y%1/e Lot $ Section Subdivision &"4+09'n jB»vw GPIN or Tax Map # t%7 ppfj& 1 AA Health Dept ID # Latitude Longitude Applicant or Client Mailing Address: q Name: _ R7,e I.1f t(t(�a�f lL.i sic-.i =nc Street: t to T.&AM16 Cle � City:_ f State Zip Code Z Z 20i Prepared by: OSEName LYMin1Rnf.i fj `LC y3N-ZY9 02?9 License 12y000135-7 Address Pf) &v 7<V City_ PE Name: Address Citv State 11jQ _Zip Code z-Zc%2%7 License # State_ Zip Code Date of Report 0 3 Date of Revision #I OS;, PE lob # Date of Revision 42 Contenis/index ofthis report (e.g.. Site Evaluation Summary, Soil Profile Descriptions. Site Sketch. Abbreviated Design, etc.) Certification Statement I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the Sewage Handling and Disposal Regulations 02 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 an), professional license required by the laws an regulations ofthe Commonwealth that have been dulyissued by e applicable pertbnn t ork contained herein. PP agency charged with ficensure to The work attached to this cover page has been conducted under an exemption to the oractice ofengineerine_ suecifically the exemption in Code of Virginia Section 54.1-402.A.I I i recommend that a select e : c nstruction permit❑ certification letter❑ subdivision approval be (select one) issued deni d E. ' e OSE/PE Signature ?7e- Z O/ff Commonwea of Virginia Application for: ewage System {]Water Supply Owner kirk &„ 77&14Ain Mailing Address 217A Wo eel Acrc5 lnre Agent Mailing Address ID63 eekm*r 11.9..r4 Site Address VDH Use only Health Department IDk Due Daze Phone V3 y- Z73- /"- - Phone Fax Phone Phone Fax L. d nr loidwsv; lld UR G 67// Email 11 7 np I ,/ ©a _ Directions to Pro�pperty: WeSrfSidf� n>i JCe fe 20 i ;� 7 rh'I<e5 /Uerf� !c }, 7t/(o Subdivision Dri�ii'AirN r4mi! Section Block Lot Tax Map V7 pft,.1 7/.A dterPropertyIdentification Dimeusion/Acreageofproperty $_,S7Je.,.es 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. Letter = fl-£onstructlon Permit `13-Voluntary Upgrade =3fepair Permit l3/Su6J W s oA Kn ,, Proposed Use: Single Family Home (Number of Bedrooms .3 ) Multi -Family Dwelling (Total Number of Bedrooms Other (describ Basem (ado Walk-o asement = - - allo-- Fixtures in-Baseme o Conditional permit desired?[]Yes Dro If yes, which conditions do you want? ]Reduced water flow []Limited Occupancy ❑Intermittent or season ❑ Temporary use not to. exceed 1 year Do you wish to apply for a betterment loan eligibility lctter ' - o •There is a $50 fee for determination of eligibility. Will the water = — Is the water If proposed, is this a replacement well?DYes ONo If yes, will the old well andoned-? oyes.(]No Will any buildings within 50' of the proposed well be termite treated?Yes o All Applicants Is this a private sector OSE/PE application? -..ce No If yes, is the OSE/PE package. hed2,Ces43hlo Is this property indeed to serve as your (owners) principal place of residence? — - - In ordn-.- for VD1145 piicess your application for -a sewage system. you must stracneq,aptat or mepropertyanq asite 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 proposedbuildings and the desired location of your well and/or sewage system. When the site evaluation is conducted -the -property lines, - buildingloeation andiheproposed well and sewage sites must -be clearlymarkedond the property -sufficiently visible to-seethe 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 6� r� �Iei �tLa� 7/3- 0/- gnature of OwnerG Agent Date This form contains personal information subject to disclosure under the Freedom of Information Act. Revised 12J12014 �7, 30l8 VDH Use Only Health Depm .t t IDO Due Date Site and Soil Evaluation Report (For certification letters and subdivisions) General Information Date: *zp1b4lyCounty Health Department Applicant: 'T." Acs%-. mmc Telephone Number: V3q-273' 3/9.r Address : 6(03 rkyymwr e,,,4- L14 ) MPol Owner: 64 RA, AP14/p Address:3170 �eed-e/d .YtrcS L.�ae iiMi/o(ksV�i� Location : W6S35; J, ni Pw.�e ZD }, . 7 ,�s Al.,f J .&j. 7YL Subdivision �d1i Block/Section Lot Soil Inform n Summar 1. Position in landscape satisfactory Yes _ No _ Describe: 2. Slope JY—a/o 3. Depth to rock/impervious strata Max. fed Min. W None _ 4. Free water present No Ses _ Range in inches 5. Depth to seasonal water table (gray mottling or ay color) A14 inches 6. Soil percolation rate estimated Yes_ Texturegroup [:]l [:]II E11�105lv No Estimated rate Z,smin/in 7. Percolation test performed Yes mber of percolation test holes _ No "I Depth of percolation test holes Average percolation rate _ mpi Name and title of evaluator: 7ASOrl NY. b k,- C.D.B. Si natur z e, De artm t Use _ ite approved: Drainfield tre bottoms to be,Wed at (inches) depth at site designated on permit. _ Site disapproved: Reasons for rejection: (check all that apply) 1. _ Position in landscape subject t ooding 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. S. _ 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. 1) Revised 71022009 Page ✓ of 8 Date of Evaluation: o Profile Description SOIL EVALUATION REPORT Property ID: Tr iVZ s, 714 Zef B ^ i 8 Where the local health depanment conducts the soil evaluation the location of profile holes may be shown on the schematic drawing on the construction pennit 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 J00 feet ofsite ec section 4) and reserve site shall be shown on the reverse side of this pace or prepared on a separate page and attached [o orm. _ ee application sketch _ See construction permit _ See sketch on reverse side or page attached to this form. Hole S Horizon Depth (Inches) Description of color, texture, etc. Texture Group 2-6% '4 1 wr tll "slee. k Z I o-G OYYfG eri A NG� Lw..+ - 2.3-W IV C -`o z,s s Y I t` Y3 I Z. N 't KvJ- t I I REMARKS OSE Form G (pg.2) Renised7/02-2009 Page S of Design Calculations Property ID: 4&F y7f&,.I 7GA - Jot �F" /8 Flow Type of use Oesidential, etc) Show Calculations Here No. of bedrooms: 3 8R No. of employees: NIA Square Footage of building space: WOO Daily flow (peak design) in GPD: 4�GiD Treatment No. of septic tanks: / Show Calculations Here Size of septic tank(s): Joao (...ILn Pretreatment required? _yes ..ntf✓ If yes, specify type of treatment device: Absorption area design Soil Texture Grou Mr—/ If pump system, enhanced flow, or LPD show Reserve area hed. _yes_ no calculations here or on a separate sheet. _ 50%_ 00 a _other (check one) (dosing volume, head, pump design, etc.) Specify other Water Supply Class of well: Fvrsjt,, yrc "//.J it Describe (bored, drilled): Distance between septic tanks) and well:♦ Distance between absorption area and well: lOD f I Information and calculations required for commercial and/or conditional use applications only OSF.. Form I Re�•ised 722009 Page 6 Off — 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 o primary and reserve area, O only the primary area, fly the reserve area (check one) for -7Z( Wm Y7AAe.4171.4 - ZuP - /R (property ID). Design Basis Total length of available area: _ Total width of available area: 5-7 t Estimated Perc. Rate: 75- at 23 in. (depth) Number of bedrooms (or GPD): 38P Oe ySO 6jPD Conveyance Method: err V. Distribution method' (specify): /1—e T/-1 Dispersal system basis3LGMI required? X0 (Yes fo Effluent quality required:; nnrJ rimary Secondary, Advanced Secondary) Square feet per bedroom: $�6.�� Total trench bottom area required: Gravity, pump. siphon Enhanced flow, LPD, or Drip Dispersal Table 5.4 of sHDR or identify the GMP used Area Calculations Number of trenches _ tD (Note if a pad is used) Width of pad or trenches: 3 Reserve required? Total width of absorption area required 53 Length of pad or trenches: Center to center spacing: Percent reserve area required: /00�/O Total trench bottom area provided: i oo �. 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 ey System Specifications Property ID: -Ze-w Y7pwn<LIP? A licant Information Name r r Phone 3 -Z93 ,? s AdqdrrressI/r%�ar Location Information Tax Map No. Ll 7 Ac. Prope address 3Z99 JAImAJ Aems e GPIN No. s AV _ A I Subdivision NriI4 Directions ieliais' e� �.. 1a ,fl,.A of I&A, M Section Block Lot 349 General Information System Type Z Number of bedrooms 3 5k (e.g. septic tank, dra' field) Daily flow Y 4pD (gpd) Type ofproperty id a. Pie (e.g. commercial, residential, etc.) Conditions Sewer Line Septic Tank - Inlet/Outlet Structure Schedule 40 PVC, T' or equivalent Capacity: LWO gallons (add check or describe equivalent below) 21d septic tank Aflo gallons Per the 2000 Sewage Handling & Disposal Regulations, Check which option chose Septic tank with inspection port Septic tank with effluent filter _ Reduced maintenance septic tank Conveyance line/force main Information Distribution box Information Method— ;; F.t No. of boxes _ (e.g, gravity, pumping, dosing siphon) No. of outlets jZ- If pumping, attach Pip Spec Sheet Surge or splitter b equired: Material $t%ed ./ D All- Yes _ No Pipe diameter y Slope of i e(r�- bo in inches Header line Information Percolation line Information/Absorption Area 1500 pound crush strength Yes _ Center to center spacing _oft. Minimum slope is 2"/100 ft. Yes Required spacing j ft. Installation depth Z3_ inches Aggregate depth 13inches No. of Laterals Lateral length IOo ft. Lateral bottom slopeZ-Yinches Lateral width 36 inches OSE OSE Forth ] Revised 7/2/2009 Date / O LL ZCL Ncu H H Q /''0/ Hin N^ ah J •Ea6s /;';�/ \�\ m ca �o m LLJ 'A r LU a �F al /i ce/ C7) a nv c_ D� } mo �En �v In� p. ! yH J f% , / .., M133i -cc ra.O t En IL M m p� '� O/ m zoma co"mania �` nmi '=Tbl_�1i`, w ¢c¢iv" m¢Eav :F3:; < yam I c II C C H •_••Z �: 'f` 7 II ti •J [1 i "ZF--�'. nd QOfa Y - I J W - �!—<: cu C m l ¢W•• " I 3 07 QO(7¢1[]m OS 'czE+j"O Q C7 E9 X:z ¢m"N zO 'O Nzz h W O QZC LLJ m 11cc m 3 3 H Wm H O 00 c.y::\ .�.\ J O x¢W Lu Lu Ln v zH LLJm LL Off.' \ mu? N zQ¢ to EnJ LL�� `4.r J C71m O rEi tomOOmNJ HW a �.1.� m lEi h ncu O ..ti LL7d >- COry WO 53p"� � ;".s��� jt9m1 l m m 2 I��<Lu cmumn 5 ti 500 ' coy J �' H QJiO+}Om�Ol EL OZ z Z3z .m UGH o 504""-0 0S'�9 z ao •w ►— _ coy wr...a ZQ ryP ��wa OU� /': / W�ca SW Q Lu F- m¢ a /�•// O W .< mU !CL cc ;/Wa h m z 0c Un W3 /LLI � '� a-¢ za`n rU' _ Q� �/J LLmo a a LL Q �1 ¢" J ~'H �� 0� �`" d cu W U�W n WZ —JOJm 1LLIEJ '' Q <W LOr,N 02 z E+7 7 Q cuu to IL I ED ¢ = v `.'•I\ u �j ^Nz�ciEmpm z¢ w cEv° \ .\ Er7 yu) Qp LS Zmcu Jm m Ecr v�b3b1 Es :`•.� J e 3 r Jz Dom zIW— w Ev 8:: w En xw ca o En. ',` �S m0 z oQ w wb3alS 8b'O6G �06 09 kk aZ o Nm \ , 89 099 3„9E, OV. tiZN 'y- CL mu~i I En Cuz NO `� ¢H m fI Lon H "En 7X " QQ cooH rn" IZiF^ C-u OWcc ��� 8 04 F THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, PARCEL B-IB & PARCEL B-IC,A DIVISION OF PARCEL B-1,IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNER (S) , PROPRIETORS, AND/OR TRUSTEES, IF ANY. FOR REVIEW KIRK RAY BRITTAIN CITY/COUNTY OF STATE OF THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF 2019 BY KIRK RAY BRITTAIN NOTARY PUBLIC # MY COMMISSION EXPIRES : CITY/COUNTY OF STATE OF THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF 2019 BY CANDIE L.BRITTAIN NOTARY PUBLIC # MY COMMISSION EXPIRES :- APPROVED FOR RECORDATION CANDIE L.BRITTAIN FOR REVIEW NOTARY SEAL FOR REVIEW NOTARY SEAL THE LAND USE NOTES SHOWN ON THIS PLAT ARE IMPOSED AT THE REQUEST OF THE DIRECTOR OF PLANNING. BY PLACING HIS/HER SIGNATURE ON THIS PLAT HE/SHE HAS DEEMED THAT THEY ARE CORRECT AND IN ACCORDANCE WITH THE ALBEMARLE COUNTY ZONING ORDINANCE: IN EFFECT THIS DATE. THESE NOTES ARE NOT RESTRICTIVE COVENANTS RUNNING WITH THE LAND AND THEIR APPEARANCE ON THIS PLAT IS NOT INTENDED TO IMPOSE THEM AS SUCH. ANY REFERENCE TO FUTURE DEVELOPMENT RIGHTS SHOWN HEREON IS THEORETICAL. A. T.M.47-76A IS ZONED RA. B. PARCEL B-IB IS ASSIGNED ONE DEVELOPMENT RIGHT AND MAY NOT BE FURTHER DIVIDED. C. PARCEL B-IC IS ASSIGNED TWO DEVELOPMENT RIGHTS AND MAY BE FURTHER DIVIDED. D. ACCORDING TO THE COUNTY OF ALBEMARLE GIS DATA, PARCEL B-18 & PARCEL B-1C,EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZOINING ORDINANCE. E. THIS PROPERTY DOES NOT LIE WITHIN A WATER SUPPLY WATERSHED. F. ACCORDING TO THE COUNTY OF ALBEMARLE GIS DATA, THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL - FORESTAL DISTRICT. G. THE STREAM BUFFER SHOWN HEREON WAS TAKEN FROM THE COUNTY OF ALBEMARLE GIS DATA AND SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. H. SETBACK REQUIREMENTS: FRONT= 75'(ALONG ST.RT.ROUTE 20) FRONT= 25'(ALONG INTERNAL 30'R/W) SIDES= 25' REAR = 35' NOTES: 1. OWNER (S) , ADDRESS & LEGAL REFERENCES: KIRK RAY BRITTAIN & CANDIE L.BRITTAIN 3170 WOODED ACRES LANE CHARLOTTESVILLE, VIRGINIA 22911 T.M.47-76A D.B.5107-642 D.B.3773-499 & 500 PLAT D.B.798-215 PLAT. 2. THE BOUNDARY DATA SHOWN HEREON IS BASED ON A CURRENT FIELD SURVEY. 3. SHOULD AN OFFICIAL DETERMINATION OF PARCELS OF RECORD REVEAL THAT ADDITIONAL PARCELS AND/OR DEVELOPMENT RIGHTS EXIST, THE INTENT OF THIS PLAT IS NOT TO COMBINE THESE PARCELS OR EXTINGUISH DEVELOPMENT RIGHTS. 4. T.M.47-76A IS SUBJECT TO THE FOLLOWING: A. EASEMENTS TO VIRGINIA ELECTRIC & POWER COMPANY (D.B.906-66B & D.B.616-491). B. 30'R/W (D.B.798-215 PLAT). 5. NO TITLE REPORT FURNISHED. ALL EASEMENTS KNOWN BY ME ARE SHOWN OR NOTED HEREON. THIS PROPERTY IS SUBJECT TO ANY ADDITIONAL CONOITIONS,UTILITIES,EASEMENTS AND/OR COVENANTS THAT MAY EXIST. 6. ACREAGE BEFORE THIS SUBDIVISION PLAT: 10.02 ACRES STONY / 600 POINT BURNT WATTS SUBDIVISION PLAT AGENT FOR THE BOARD OF SUPERVISORS MILL PASSAGE PARCEL B-18 AND PARCEL B-1C ROAD A DIVISION OF PARCEL B-1 THE PROPERTY OF KIRK RAY BRITTAIN & CANDIE L.BRITTAIN ALSO PORTIONS OF EXISTING 30'R/W HEREBY RELOCATED DATE SITE LOCATED ON EXISTING 30'R/W (WOODED ACRES LANE) 20 AND STATE ROUTE 20(STONY POINT ROAD) STONY ABOUT ONE MILE SOUTH OF STONY POINT POINT ROAD RIVANNA MAGISTERIAL DISTRICT 'PIVALTIf0-G ALBEMARLE COUNTY, VIRGINIA FOR �� SCALE: 1 " = 100 ' DATE: JULY 24, 2019 REVIEW BRAAN S. RAY 746 Lic. No. 002281 FOSTERS FOR KIRK RAY BRITTAIN & CANDIE L.BRITTAIN BRANCH ROAD ROGER W.RAY & ASSOINC. 663 BERKMAR COURT VICINITY MAP CHARLOTTESVILLE,VIRGINIA 22901 SCALE: 1" = 2000'+/- GL TELEPHONE: (434) 293-3195 RAYSURVEYING.COM SHEET 1 OF 2 13736B IF 9� �o 0 9� s s m G Ln S O uo Lo 1po T.M.47-76A1 PARCEL B-SA KIRK RAY BRITTAIN & CANDIE LUMPP BRITTAIN D.B.79B-211.215 PLAT GL w in S58.Oq 22"E 264.37• ti 'Q_uu m �^ cu z f: y: z IF PARCEL B-IB 5.57 ACRES RELOCATED 30'R/W Lei--- L20 ?2 ceVFn 12Jr FENCE ENCROACHES 10.3' PFrT.M.47-76A4 LOT 2A / FLANNIGAN BRANCH JOSEPH H.FISHER,JR. & LOUAN C.FISHER D.B.1863-177 D.B.1365-296 & 297 PLAT COURSES ALONG THE CENTERLINE OF EXISTING AND RELOCATED 30'R/W LINE BEARING DISTANCE L1 N65'11'03"W 23.89 L2 S89-43'007W 44.05 L3 S71'32'56"W 69.25 L4 S87'09'24"W 52.38 L5 N75'42'02"W 76.00 L6 N63'01'02"W 65.00 L7 N47'40'27"W 52.04 L8 N34'05'57"W 66.64 L9 N42'48'42"W B3.30 LiO N14.01'54"W 26.52 L11 N24'2B'13"El 61.86 L12l NOI-28-4C71 25.64 LINE BEARING DISTANCE L13 N68'15'43"W 61.36 L14 NBS'54'43"W 37.77 L15 S88'42'42"W 73.70 L16 N85'18'28"W 39.29 L17 N78'42'57"W 34.05 L18 N79'40'12"W 29.09 L19 N45'22'57"W 102.34 L20 N55'48'1B"W 45.06 L21 N72'31'51"W 65.99 L22 S88'57'08"W 47.87 L23 S78.32'18"W 52.96 L24 S72'09'13"W 111.09 T.M.47-768 JAMES E.ATKINSON & PATRICIA B.ATKINSON D.B.3773-493,499 & 500 PLAT D.B.1802-425 Sq6 D.B.600-625 PLAT 2q 06 F 262.31 , IF S56 S37'33'53"E 119. 92"E 34.01' 25.0' IF 15.0' IF 53 15.42 0"W 5.42' EXISTING DWELLING IF 1 S46 2q• 1-STORY;' 23.32, 06"F FRAME , N43'35' 54"E IS 20.B4' WELL* 3 RELOCATED'' •, oo as �.� is 1g93.20 30'R/W L18 .:e;; -- _f �L16 7 - L17 o IS S39'58'50"W 87.57' T.M.47-76A2 / LOT 2 FLANNIGAN BRANCH TED WAYNE DORRIER & AMANDA T.DORRIER D.B.2818-1 D.B.1365-296 & 297 PLAT _ L12 L14 L13� I L15 PARCEL B-1C WELL I J I 4.45 ACRES EXISTING \<9 =\ DWELLING PAVED ,� \ 125 2g IF 115.9� T.M.47-76A3 LOT lA FLANNIGAN BRANCH HANNAH RUTH CROSBY D.B.5116-406 D.B.1262-141 PLAT LEGEND: APPROXIMATE LOCATION OF AREA WITHIN ZONE A (100 YEAR FLOOD PLAIN)ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAPS,EFFECTIVE DATE FEBRUARY 4,2005(COMMUNITY PANEL 510006 02B50) PORTIONS OF EXISTING 30'R/W(D.B.798-215 PLAT) HEREBY RELOCATED IF IRON FOUND. IS IRON SET PF PIPE FOUND S09'33'11"E /�-13.34' IF N43'35'54"E IF S46• 3.00, 1jS 0� 6 F S46'24'06'E 73.41' IF �� IF IF L=57.56' Sg, PAVED 1 � C, (V � T, ROAD - EXISTING 30'R/W D.B.796-215 PLAT WOODED ACRES LANE T. M. LOT7176 3PF 5' 01) � / IF FLANNIGAN BRANCH GARY H.NAKATA LIVING TRUST i D.B.3470-537 / D.B.1262-14i PLAT GRAPHIC SCALE 1"=100' 0 100 200 300 t�� ti�tihhoi 2h h �. �Op 0'h . ti A� hQtih.O.Q '<P Jp Or�� v A = 16'23'37" R=B73.51' IF L=249.93' T=125.B3' S6' C=249.08' CB=S52'54' 19"W S64 •29' 17"W 30.92' S5 50.00'2"W 0.00' SCALE: 1" = 100' DATE: JULY 24, 2019 ROGER W.RAY & ASSOC.,INC. 663 BERKMAR COURT CHARLOTTESVILLE,VIRGINIA 22901 TELEPHONE: (434) 293-3195 RAYSURVEYING.COM FOR REVIEW SHEET 2 OF 2 13736B HEALTH DEPARTMENT COPY 9 North 3926324 S58'0q'22 NOT FOR RECORDATION T.M.47-76B East 11515253 E 264•37, JAMES E.ATKINSON & PATRICIA B.ATKINSON Zo W IF D•B.3773-493 499 & 500 PLAT 9y Sqs , D. 06,. S 262' 31 G v m � J, o u� lp n T.M.47-76A1 PARCEL B-IA KIRK RAY BRITTAIN 6 CANDIE LUMPP BRITTAIN D.B.798-211.215 PLAT GL w ID m 0 v (V Z North 3925812 East 11515050 PF U- U- m Q �QIu RELOCATED 30'R/W L22 PAVED i L23 ROAD L24 FENPF I1g p6 FENCE 3g ENCROACHES 10.3' / T.M.47-76A4 LOT / FLANNIGANBRANCH JOSEPH H.FISHER,JR. & LOUAN C.FISHER D.B.1863-177 D.B.1365-296 & 297 PLAT COURSES ALONG THE CENTERLINE OF EXISTING AND RELOCATED 30'R/W LINE BEARING DISTANCE L1 N65'11'03"W 23.89 L2 S89'43'00"W 44.05 L3 S71'32'58"W 69.25 L4 S87'09'24"W 52.38 L5 N75'42'02"W 76.00 L6 N63'01'02"W 65.00 L7 N47-40-277W 52.04 LB N34'05'57"W 66.64 L9 N42'48'42"W 83.30 L10 N14'01'54"W 26.52 L11 N24'28'13"E 61.86 L12 NOi'28'44"E 25.64 LINE BEARING DISTANCE L13 N68.15'43"W 61.36 L14 N81'54'43"W 37.77 L15 S88'42'42"W 73.70 L16 NB5'18'28"W 39.29 L17 N78'42'57"W 34.05 L18 N79'40'12"W 29.09 L19 N45'22'57"W 102.34 L20 N55'48'18"W 45.06 L21 N72'31'51"W 65.99 L22 S88'57'08"W 47.87 L23 S78'32'18"W 52.96 L24 S72'09'i3"W 1i1.09 LEGEND: APPROXIMATE LOCATION OF AREA WITHIN ZONE A (100 YEAR FLOOD PLAIN)ACCORDING TO THE FEM FLOOD INSURANCE RATE MAPS, EFFECTIVE DATE FEBRUARY 4,2005(COMMUNITY PANEL 510006 028 PORTIONS OF EXISTING 30'R/W(D.B.798-215 HEREBY RELOCATED IF IRON FOUND. IS IRON SET PF PIPE FOUND D.B.iB02-425 A 8.600-625 PLAT 5D) AT) IF 556, S37033'53"E 118 0g2"E 34.01' PARCEL B-1B 25.0 15.0' IF IF S32'45'20"W 5.57 ACRES r ,.,, 15.42' Sqs 1-STORY;' IF �23 32q Os•F FRAMEiN43'35'54"E IS 20.84' WELL IS 1323 20 S09'33' 11 "E O� pp g 99, 13.34' 2� ti2� �1 pp ss IF IF Sqs PLAT) w u r FLAG �' �S� o�+ RES FLAG ®s TT �® f RES , RELOCA q PROPOSED ��'� 1111` 30'R/ SEPTIC DRAINFIELO AREA �� �\�`���� FLAG FLAG `� '• 2 .(.':',.T. RES L17S39'58'50"W oj S 87.57' 5`L14 L13� WELL 1 EXISTING DWELLING i 1$$ 01 tv"w / IF 1 i T.M.47-76A2 / LOT 2 FLANNIGAN BRANCH TED WAYNE DORRIER & AMANDA T.DORRIER D.B.2818-1 D.B.1365-296 & 297 PLAT PAVED 15 PARCEL B-IC RES FL12 4.45 ACRES • 494- 2 e A92� FLAG - p90 FLAG RES ' DFC FLAG m 1 o N FLAG RES n ;p y RES 9� �' 3 1 FLAG PAVED FLAG : ; i GFC PROPOSED DFC i / SEPTIC ROAD- 2./ \ \ / / % �GRAREFAISELD / . \ i FLAG \ `• \ ® DFC Lb EXISTING 30'R/W 11S,9j• D.B.798-215 PLAT WOODED ACRES LANE T.M.47-76A3 LOT 1A FLANNIGAN BRANCH HANNAH RUTH CROSBY D.B.5116-406 D.B.1262-141 PLAT IS T.M.47-76 35 PF LOT 1 02 • IF g� FLANNIGAN BRANCH GARY H.NAKATA LIVING TRUST i D.B.3470-537 / D.B.1262-141 PLAT North 3925299 East 11515930 GRAPHIC SCALE 1"=100' 0 100 200 300 N43'35'54"E 3.00' S46'24'06"E 73.41' LIF IF IF/� L=57.56' N i h 3925492 11516197 v A = 16'23'37" R=873.51' IF L=249.93' T=125.83' Se' C=249.08' CB=S52'54'19"W S64'29' 17"W \/ 30.92' S53'37' 52"W 50.00, SCALE: i" = 100' DATE: JULY 24, 2019 ROGER W.RAY & ASSOC.,INC. 663 BERKMAR COURT CHARLOTTESVILLE,VIRGINIA 22901 TELEPHONE: (434) 293-3195 RAYSURVEYING.COM FOR REVIEW SHEET 2 OF 2 13736B