Loading...
HomeMy WebLinkAboutSUB201400090 Approval - Agencies 2015-08-20 (3) �►w' ;rig \ a� `Gpp� © y '2 !'P kri i'gepp Y" i J ! ' Sk „' i COMMONWEALTH GINIA In Cooperation with the Thomas Jeff erson Health District ALBEMARLE-CHARLOTTESVILLE State Department of Health FLUVANNA COUNTY(PALMYRA) p GREENE COUNTY(STANARDSVILLE) 1138 Rose Hill Drive LOUISA COUNTY(LOUISA) Phone(434)972-6219 P. O. Box 7546 NELSON COUNTY(LOVINGSTON) Fax (434)972-4310 Charlottesville, Virginia 22906 August 18,2014 J.T.Newberry,Planner County of Albemarle Department of Community Development 401 McIntire Road Charlottesville,Virginia 22902-4596 RE: Review of Proposed Subdivision Plat and attached Soils Information for Individual Onsite Sewage Systems as part of a division of Tax Map 35 Parcel 37A located in Albemarle County,Virginia. Dear Mr.Newberry: On July 10,2014 and August 5,2014,the County of Albemarle requested the Virginia Department of Health (via the Albemarle County Health Department)review the proposed subdivision plat identified above.This letter is to inform you that the above referenced subdivision plat is approved for individual Onsite Sewage Systems in accordance with the provisions of the Code of Virginia,the Sewage Handling and Disposal Regulations,and local ordinances. This request for subdivision review was submitted pursuant to the provisions of§ 32.1-163.5 of the Code of Virginia which requires the Health Department to accept private soil evaluations and designs from an Authorized Onsite Soil Evaluator(AOSE)or a Professional Engineer working in consultation with an AOSE for residential development. This subdivision was certified as being in compliance with the Board of Health's Regulations by: Steve Gooch; OSE#1940001284. This subdivision approval is issued in reliance upon that certification. Pursuant to §360 of the Regulations this approval is not an assurance that Sewage Disposal System Construction Permits will be issued for any lot in the subdivision identified above unless that lot is specifically identified on the above referenced plat as having an approved site for an onsite sewage disposal system,and unless all conditions and circumstances are present at the time of application for a permit as are present at the time of this approval. This subdivision may contain lots that to do not have approved sites for onsite sewage systems. This subdivision approval does pertain to the requirements of local ordinances. Sin rely, Travis T. Davis Environmental Health Specialist, Sr. Soils Study for Drain Field Sites Parcels A and B A Division of Tax Map 35 Parcel 37A Albemarle County r Prepared for: Jean Lam 5682 Stony Point Road Barboursville,VA 22923 ;., Prepared by ‘ ,, I, of 5 z ,,1 6 Steve Gooch Co nsul ,i F s� 2, 4 ,,, 703 Oliver Creek l.o , 0r Troy, Virginia 22914 '' A 4 i *,,L August 4, 2014 Page 1 of 5 OSE/PE Report for: Construction Permit n Certification Letter n Subdivision Approval is Property Location: 911 Address: 5682 Stony Point Road City: Lot A Section Subdivision Jean Lam Property GPIN or Tax Map# 35-37A Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Jean Lam Street: 5682 Stony Point Road City:Barboursville State VA Zip Code 22923 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy State Virginia Zip Code 22974 PE Name: License# Address City State Zip Code Date of Report 814/14 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.) OSE Cover Page Abbreviated Design Form Soil Profile Sheet Survey Plat � Soil Information Summary Sheet ,: .4 Certification Statement v a, ' <; . I hereby certify that the evaluations and/or designs contained herein were cooct m ,cords tfie„ vage Handling and Disposal Regulations(12 VAC5-610),the Private Well Reg lations+I2\ C516,3 ) d ,1 o r ''cable laws,regulations and policies implemented by the Virginia Department of Health. fur r cettif$that,` en +. sess any professional license required by the laws and regulations of the Commonwealth that have been dilly issue` by ee�plicable agency charged with licensure to perform the work contained herein. 1• 1 The work attached to this cover page has been conducted tindeisan exemption to the practice of engineering,specifically the exemption in Code of Virginia Section 54.1-402.11 I recommend that a(select one): construction permit[] certification letter subdivision approval 0 be(select one)issued fg denied❑. OSE/PE Signature `31--E Date r/y / it )9a to__ Z 6 Soil Profile Reserve Drain Field Parcel A A Division of TM 35-37A Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 1 0-5 A Weak red(10R 4/2)clay loam 3 5-24 Bt Red(1OR 4/6) silty clay 4 24-84 BC Reddish brown(2.5YR 5/4) silty clay loam, some 3 manganese 2 0-4 A Weak red(10R 4/2) clay loam 3 4-25 Bt Red(10R 4/6) silty clay 4 25-67 BC Reddish brown(2.5YR 5/4) silty clay loam, some 3 manganese 67-84 C Reddish gray(5YR 5/2) clay loam 3 Note: aroma 2 due to parent material (lithochromic) 3 0-5 A Weak red (10R 4/2) clay loam 3 5-14 BE Reddish brown(2.5YR 5/4)clay loam, 25%greenstone 3 gravel 14-24 Bt Red(1OR 4/6) silty clay 4 24-55 BC Red(2.5YR 5/8) silty clay loam yellowish red(5YR 5/8) 3 clay loam 55-84 C Light yellowish brown(2.5Y 6/4) loam, greenstone 2 fragments 67-84" 4 0-5 A Weak red(10R 4/2) clay loam 3 5-12 BE Reddish brown(2.5YR 5/4)clay loam 3 12-24 Bt Red(2.5YR 5/8) silty clay loam 3 24-42 BC Yellowish red(5YR 5/8) clay loam 3 42- Cr Greenstone 5 0-4 A Weak red(10R 4/2) clay loam 3 4-10 BE Reddish brown(2.5YR 5/4) clay loam 3 10-30 Bt Red(10R 4/6) silty clay 4 30-78 CB Light yellowish brown(2.5Y 6/4) clay loam, some reddish 3 brown(2.5YR 5/4) silty clay loam 78- - Quartz Page of of .- Appendix 2 Soil Summary Report GENERAL INFORMATION Date 8/4/14 Submitted to Albemarle County Health Department Applicant Jean Lam Telephone Number (540)832-3163 Address 5682 Stony Point Road Barboursville,VA 22923 Owner same Address same Location 5682 Stony Point Road near Barboursville Tax Map 35-37A Subdivision Block/Section Lot A SOIL INFORMATION SUMMARY • � e Q wk_ Reg 1. Position in landscape satisfactory? IR Yes r No Describe gentle side slope 2. Slope 8 % 3. Depth to rock or impervious strata: Max. 84"+ Min. 42" None 4. Depth to seasonal water table(gray mottling or gray color) X No 7 Yes inches Free water present IX No ! Yes range in inches Soil percolation rate estimated X Yes Texture group I II III IV No Estimated rate 95 min/inch 7. Permeability test performed ` Yes No If yes, note type of test performed and attach `x Site Approved: Drainfield to be placed at 24" depth at site designated on permit. ■ Site Disapproved: Reasons for rejection: 1• 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 seansonal water table. 4. - Rates of absorption too slow. 5. Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. Proposed system too close to well. r Other Specify New (attach additional pages if necessary) 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 ❑ primary and reserve area, ❑ only the primary area, only the reserve area(check one)for Parcel A —A Division of TM 35-37A(Property ID). Design Basis Total length of available area: 90' Total width of available area: 110' Estimated Perc.Rate: 95 at 24" in. (depth) Number of bedrooms(or GPD): 3 1 2 Conveyance Method : Pum Distribution method (specify): Pump_ 3c Dispersal system basis Table 5.4 LGMI required? No,__(Yes/No) Effluent quality required: Primary (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 862 _ Total trench bottom area required: 2586 Area Calculations Number of trenches 10 Length of trenches: 90' Width of trenches: 3' Center to center spacing: 9' Reserve required? This is reserve Percent reserve area required: 100 Total width of absorption area required 84' Total trench bottom area provided: 2700 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. Page of AOSE Form E Revised July 18,2007 Fa,c. c dF-..) 1 t.:1;.; co > ON O - N tD W N Ow M OO;nd'N O la d�- O N O O In O In Z 1`0 Ir -,7,0.1. •o J Q N O — r. Y. J d)l'z to,N QMQO• u$ rntto � pOtoUDto co m pd • N���N WOWQ I� hMto — inrnN — _ �A _ O 0 pd t V• or of to ti it Z W ZOz V• QQ:JU0 . JZr,L) 3333.3 333 3 txo—� `'`�_.� H-�°--> — ap() NQr.=-� 8�pp LL • ∎ a. • wwoa.. - d' rnio rnNMd NO a. • V1 i� inODO- 01- • OWC] Q NNi400M �1N � � ¢1 (O� .- d W dUWZ. - o 0 0 0 0 0 0 0 0 0 = W $4• i-4. . ., Vi Q H d) 0IDCDttOO � rot) 4019 I– ZW 4 O. ZZZZZZZZZZ D �� OTr Zl O Q� w J ,, .... % oCb J , t W /. 6)/ Z i o� q• 4 'T Z t- , V '; X W W !� ,• �vkk fP ' 0) 0 Z N a op�2 o •_ ,. ^.' fob . N • :� c.) ` 0 N� yea co ,o, rcW W ? CO• o o P in cn tr to U. M w M W o en ;Z Z �Q w� g 2W m Z `-^sue •. i0f\lCL4 �Q 1= P to g0• QS' � ��` g� �� �:„ ,01Pb o 'gin 1' ,t'nfi:Gil `• SAP. 0,, •' '`` • , .` '” ,, , ,o,‘ • 4� -.y m E2 '9 °9 Q. :°2 If _, < `,. 'f; 1a1 '1 "=200' °- Soil Profile Hole a = l WI"'WSCa e 1 CO a ` ' _,. X el j Z Proposed Reserve Drain Field Site AfD ,,`,s =4' z tap-J • Parcel A ,�• •O°�� o� A Division of TM 37-37A ,S• ti `'-W Albemarle County, Virginia 'z ° Steve Gooch Consulting Geologist 1 M —" 703 Oliver Creek Road VS W Troy, Virginia 22974 Page 1 of 8 OSE/PE Report for: Construction Permit n Certification Letter n Subdivision Approval l 7 l Property Location: 911 Address: 5682 Stony Point Road City: Lot B Section Subdivision Jean Lam Property GPIN or Tax Map# 35-37A Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Jean Lam street: 5682 Stony Point Road City:Barboursville State VA Zip Code 22923 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy State Virginia Zip Code 22974 PE Name: License# err Address City State Zip Code Date of Report 8/4/14 Date of Revision#1 OSE/PE Job# Date of Revision#2 Contents/Index of this report(e.g.,Site Evaluation Summary,Soil Profile Descriptions,Site Sketch,Abbreviated Desi$,n,etc.) OSE Cover Page Abbreviated Design Forms ,� ti Soil Profile Sheets Survey Plat'' Soil Information Summary Sheets n Certification Statement ,ri I hereby certify that the evaluations and/or designs contained here$r', d `t accordance with the Sewage Handling and Disposal Regulations(12 VACS-610),the Private Well Regulatioi9 (12 30)d all other applicable laws,regulations and policies implemented by the Virginia Department of Health. I furtliier certify diat 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. FitI 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 54.1-402.11 I recommend that a(select one): onstruction permit certification letter subdivision approval p be(select one)issued151 denied . OSE/PE Signature G2Z4i-e, Date O l Oy z off- Soil Profile Primary Drain Field Parcel B A Division of TM 35-37A *""` Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 5 0-4 A Dark gray(10YR 4/1) loam 2 4-36 Bt Red(2.5YR 5/8) silty clay loam 3 36-54 BC Light reddish brown(2.5YR 6/8) sandy clay loam 2 54- Cr 50%+weathered rock fragments 6 0-3 A Dark gray(10YR 4/1) loam 2 3-16 Bt Red(2.5YR 5/8) silty clay loam 3 16-60 BC Red(2.5YR 5/8) silty clay loam and light reddish brown 3 (5YR 6/4) sandy loam 60-84 C Yellowish red(5YR 5/8) sandy clay loam 2 7 0-4 A Dark gray(10YR 4/1) loam 2 4-24 Bt Red(2.5YR 5/8) silty clay loam 3 24-48 Bt2 Reddish brown(2.5YR 5/4) silty clay loam with some 3 weathered rock fragments 48- Cr 50%+weathered rock fragments 8 0-4 A Dark gray(10YR 4/1) loam 2 4-27 Bt Red(2.5YR 5/8) silty clay loam 3 27-54 Bt2 Dark reddish brown(2.5YR 3/3) silty clay loam 3 54-84 C Light red(2.5YR 6/8) clay loam,weak red (10R 4/3) clay 3 loam and very pale brown(10YR 8/3) silt loam 9 0-3 A Dark gray(10YR 4/1) loam 2 3-22 Bt Red(2.5YR 5/8) silty clay loam 3 22-38 BC Light red(2.5YR 6/8) sandy clay loam 2 38-84 C Yellowish brown(5YR 5/8)to strong brown(7.5YR 6/8) 3 clay loam Page 3 of P Appendix 2 Soil Summary Report GENERAL INFORMATION Date 8/4/14 Submitted to Albemarle County Health Department Applicant Jean Lam Telephone Number (540)832-3163 Address 5682 Stony Point Road Barboursville,VA 22923 Owner same Address same Location 5682 Stony Point Road near Barboursville Tax Map 35-37A Subdivision Block/Section Lot B SOIL INFORMATION SUMMARY _ Q(7wlq,�.T p ,v`neij 1. Position in landscape satisfactory? IX Yes No Describe side slope 2. Slope 16 % 3. Depth to rock or impervious strata: Max. 84"+ Min. 54" None 4. Depth to seasonal water table (gray mottling or gray color) X No Yes inches Free water present X No Yes range in inches w4rSoil percolation rate estimated rx Yes Texture group I II III IV No Estimated rate 75 min/inch 7. Permeability test performed ( Yes X No If yes, note type of test performed and attach IX Site Approved: Drainfield to be placed at 30" depth at site designated on permit. ■ Site Disapproved: Reasons for rejection: 1. i,. Position in landscape subject to flooding or periodic saturation. 2. Insufficient depth of suitable soil over hard rock. 3. r Insufficient depth of suitable soil to seansonal water table. 4. Rates of absorption too slow. 5. Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. Proposed system too close to well. ,- Other Specify (attach additional pages if necessary) pC4 1,F-3 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 ❑ primary and reserve area, 24ly the primary area, ❑ only the reserve area(check one)for Parcel B —A Division of TM 35-37A(Property ID). Design Basis Total length of available area: 200' Total width of available area: 66' _ Estimated Pere.Rate: 75 at 30" in. (depth) Number of bedrooms(or GPD): 4 1 2 Conveyance Method : Gravi Distribution method (specify): Gravity 3c Dispersal system basis Table 5.4 LGMI required? No_(Yes/No) Effluent quality required: Primary (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 596 _ Total trench bottom area required: 2384 Area Calculations Number of trenches 8 Length of trenches: 100' Width of trenches: 3' Center to center spacing: 9' Reserve required? Yes Percent reserve area required: 100 Total width of absorption area required 66' Total trench bottom area provided: 2400 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. Now Page of AOSE Form E Revised July 18,2007 Soil Profile Reserve Drain Field Parcel B A Division of TM 35-37A %a"- Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 1 0-4 A Weak red (10R 5/3) clay loam 3 4-30 Bt Weak red(10R 4/3) silty clay loam 3 30-48 Bt2 Red(2.5YR 5/8) silty clay loam 3 48-60 BC Light red(2.5YR 6/8) silty clay loam, olive yellow 3 (2.5Y 6/6) clay loam 60-84 C Yellow(2.5Y 7/6) clay loam 3 2 0-5 A Weak red(10R 5/3)clay loam 3 5-48 Bt Weak red(10R 4/3) silty clay loam 3 48-84 BC Reddish brown(5YR 5/4) silty clay loam,manganese 3 4 0-8 A Weak red(10R 5/3) clay loam 3 8-48 Bt Weak red (10R 4/3) silty clay loam 3 48-70 BC Yellowish red(5YR 5/8) silty clay loam 3 70-84 C Olive yellow(2.5Y 6/6) clay loam 3 8 0-4 A Dark gray(10YR 4/1) loam 2 4-27 Bt Red(2.5YR 5/8) silty clay loam 3 27-54 Bt2 Dark reddish brown(2.5YR 3/3) silty clay loam 3 54-84 C Light red(2.5YR 6/8)clay loam,weak red(10R 4/3) clay 3 loam and very pale brown(10YR 8/3) silt loam 9 0-3 A Dark gray(10YR 4/1)loam 2 3-22 Bt Red(2.5YR 5/8) silty clay loam 3 22-38 BC Light red(2.5YR 6/8) sandy clay loam 2 38-84 C Yellowish brown(10YR 5/8)to strong brown(7.5YR 6/8) 3 clay loam Page of of 7 Appendix 2 Soil Summary Report GENERAL INFORMATION Date 8/4/14 Submitted to Albemarle County Health Department Applicant Jean Lam Telephone Number (540)832-3163 Address 5682 Stony Point Road Barboursville,VA 22923 Owner same Address same Location 5682 Stony Point Road near Barboursville Tax Map 35-37A Subdivision Block/Section Lot B SOIL INFORMATION SUMMARY - �? j D u & h4u 1. Position in landscape satisfactory? IX Yes i___ No Describe side slope 2. Slope 16 % 3. Depth to rock or impervious strata: Max. Min. None x 4. Depth to seasonal water table(gray mottling or gray color) X No 1 Yes inches Free water present No (X Yes range in inches 48" **Ntr.`Soil percolation rate estimated X Yes Texture group I II II IV F No Estimated rate 85 min/inch 7. Permeability test performed r Yes X No If yes, note type of test performed and attach X Site Approved: Drainfield to be placed at 24" depth at site designated on permit. Site Disapproved: Reasons for rejection: 1. Position in landscape subject to flooding or periodic saturation. 2. Insufficient depth of suitable soil over hard rock. 3. 1 Insufficient depth of suitable soil to seansonal water table. 4. Rates of absorption too slow. 5. Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. Proposed system too close to well. { Other Specify (attach additional pages if necessary) pU1Q 7 &-e-- 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_ Now This abbreviated design covers the❑ primary and reserve area, ❑ only the primary area, ❑ only the reserve area(check one)for Parcel B —A Division of TM 35-37A(Property ID). Design Basis Total length of available area: 200' Total width of available area: 50' Estimated Perc.Rate: 85 at 24!" in.(depth) Number of bedrooms(or GPD): 4 1 2 Conveyance Method : Gravity Distribution method (specify): Gravity 3c Dispersal system basis Table 5.4 LGMI required? No (Yes/No) Effluent quality required: Primary (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 718 _ Total trench bottom area required: 2872 Area Calculations Number of trenches 10 Length of trenches: 100'_ Width of trenches: 3' Center to center spacing: 9' Reserve required? This is reserve Percent reserve area required: 100 Total width of absorption area required 39' Total trench bottom area provided: 3000 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. Page of AOSE Form E Revised July 18,2007 cccZZZ a. -'X CI Ar Pub CC< Q � � J a ;l O a 0 -I f' Z do ,,, ,j '"` aG� a°` 3 3 /c) a x ....4..Ww 2 :; h QZ Li. 2 V Z W a o0', W lJ •_JO: 0. p N W : Do J 0 - po < WW M� QV W Zp ti, WWh �°d ? T. D.I D. m LO G•rr • BUR P „FZtl . • P. 7 NOTES G. & LYNNE W. LEVINE ` REFERENCE-' D.B.727, P. 456,458 PLAT a RB. 694, P. 578, 581 PLAT 11 R 275 2. THIS PLAT IS BASED ON A CURRENT FIELD SURVEY. P..391 PLAT STONE PILE 'SET AROUND 3. THIS PROPERTY DOES NOT LIE IN ZONE A (SPECIAL FLOOD HAZARD AREA) ACCORDING TO FLOOD INSURANCE IRON FOUND AT TALL WOODEN POST RATE MAP, COMMUNITY' PANEL 510006 0175 D. 02 4. NO TITLE REPORT FURNISHED, ESMTS. AND OTHER ENCUMBRANCES NOT SHOWN MAY EXIST. 2� 0 5. THE STREETS IN THIS SUBDIVISION MAY NOT MEET THE STANDARDS FOR ACCEPTANCE INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THE VA. DEPT, OF TRANSPORTATION & COUNTY OF ALBEMARLE. GAS LINE °'�., ,g G 6. THE EXISTING. AND /OR PROPOSED R /W. IS OF ADEQUATE WIDTH 8 HORIZONTAL & ,VERTICAL ALIGNMENT TO MARKER Ap ACCOMMODATE A TRAVELWAY PASSABLE TO ORDINARY - PASSENGER VEHICLES IN ALL BUT TEMPORARY EXTREME WEATHER CONDITIONS, TOGETHER WITH AREA ADEQUATE FOR MAINTENANCE OF TRAVELWAY, AS REQUIRED BY iN FOUND BY AXLE SEC. 14 -412 OF' THE ALBEMARLE CO. CODE. D 24 RED "OAK �S 39� `rFSro , <p�,Q C1 ®. Z PARCEL A & B EACH CONTAIN 'A BUILDING SITE THAT COMPLIES WITH SEC. 4.2.1 OF'THE ALBEMARLE CO. ZONING ORDINANCE. 906 c�6 dQ� s`9� ' •. �` /Q� �/�, y� S. UNDER CURRENT COUNTY POLICY, PUBLIC WATER AND /OR SEWER SERVICE WILL NOT BE AVAILABLE TO THIS PROPERTY. T. M. 35: - P. 4IE 9•' THIS PROPERTY IS ZONEQ RA. YARDS- FRONT (EX. PUBLIC RD.) -75' 8� (INTERNAL PUBLIC OR PRIVATE RD.) 25', R. 'CRAIG ERNST SIDE : 25 & REAR : 35. D. B. 1AIG P. 301 AXLE < COON 'I0. PARCEL A HAS 2 DIV. RIGHTS, PARCEL 'B I. DIV. RIGHT. FOUND T y . o tis L /N l%' GAS LINE MARKER o o OWNER'S APPROVAL EVERETT B., JR. & THE DIVISION OF THE LAND DESCRIBED HEREON IS. WITH THE FREE VIRGINIA. M.. H. A. DAVIS IRON CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED D. B. 1310, P. 611 FOUND OWNERS, PROPRIETORS AND /OR TRUSTEES. ANY REFERENCE TO FUTURE D. B. 360, P. 421 PLAT •1.01' `POTENTIAL DEVELOPMENT IS TO BE DEEMED AS THEORETICAL ONLY. ALL T. M. 35 - P 37B STATEMENTS AFFIXED TO THIS PLAT ARE CORRECT TO THE BEST OF-MY KNOWLEDGE. KATHLEEN. SHIFFL.ETT, ETAL ypryy D. B. 4000, P. 180 Mfr, JEAN H.' LAM . DATE " �j I D. B. 233, P. 487 PLAT ® GAS LINE NOTARY PUBLIC = MARKER O° THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS �+ DAY OF 20 MY COMMISSION EXPIRES cq 20 gyp �002� 2 APPROVED FOR RECOFti]ATION __ ._.. _ _' - = �y :;; STREAM i® 'pq IRON FOUND AT POST AGENT "FOR BOARD OF SUPERVISORS _ AND FENCE INTX. DEAD 15" 2. ' I AC l� E SPRING c� SET o a WALNUT IR N N438.00�2 E FOUND u is46 DEAD 12" PINE PLAT SHOWING � �s �O'h` � AT CORNER FENCE SUBDIVISION PLAT OF �o 9. PARCEL A 81 B "63 °4, o 3`�,6Y . 0h t� 03, THE PROPE TY OF JA LA o PT "B" LOCATED ON STATE ROUTE 0 & THE WATERS O Oo �' COUNTY LINE BRANCH ABOUT 1 .5 MILES. SW O ALONG CENTERLINE OF NEW -30' ACCESS EASEMENT PT. "A" N 50° 12'19 " W 76.89' N 5902,3'41" W 73.11 N 63036' 58" W 369.09' N 810 01'50" W 67.02' ' N 680 05'52"'W 100.00' N 5003 8'25" W 50.00' N 780 4d,37" W 56.35' N. 590 20' 41" W 260.00' N58 °15'23 "W I68.15` N63 °54'06 "W I5S 7f` PT " B 11 I"= 100' BABOURSVILLE T. M. 35 - P. 40 IRON JAMES A. & SET RIVANNA DISTRICT MEMORIE M. WILLIAMS F IRON FOUND _ I :;GRgV POLE' 3 House, Well and D Parcels A and B A Division of TM Albemarle County, ALBEMARLE COUNTY D. B. 5 i 0, P. 553 AT FENCE I TX. 0� �;, F� POLE GAS LINE Steve Gooch Consi _ BLDG. MARKER DWELLING R 703 Oliver Creep V I RS I N I A FOR UTI LINE Y , 0 Troy,. Virginia 22.9' / �:�� WELL JEAN H. LAM A ' 0 i BARBOUA ^�R MLLE . PETER M. & LISA 0. CARPENTER SCALE 1" = 200' DATE APRIL•18, 2014 200' 100' 0' .200' 600' 150 50' I00' 400' 1000' OLD ALBEMARLE SURVEYING, LLC 700. EAST HIGH STREET CHARLOTTESVILLE, VIRGINIA 22902 M• VICINITY .SKETCH. 20•. 20 -11 �Ge Tvx.� �`/� cc�`SS �0� IRON FOUND O 234 Os, STR F �► T. M. 35 - P 37 ,TEL \• �. 'JAMES A. & PER MEMORIE M.• WILLIAMS P. (L= 38.00') D. B. 564, P 299 IRON, ®.. A= 17 °31'03" . SET R ^ 515.00 L- 157.45 ,�� /�► C =156.84 TO QP �® CB = S 520 2 I' 12" W STONY POINT �Q PROPERTY LINE ALONG CENTERLINE OF 30' ®� PRESCRIPTIVE EASEMENT AND PAVED ROAD CO 2198