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HomeMy WebLinkAboutSUB201500016 Approval - Agencies Rural Division Plat 2015-03-23 rrinri)?, 1773 Ntinor ,a COMMONWEALTH of VI I''GINIA In Cooperation with the Thomas Jefferson Health District ALBEMARLE-CHARLOTTESVILLE �� FLE COUNTY State Department of Health COUNTY NA (STANARDSVILLE) ) GREENE 1138 Rose Hill Drive LOUSACO NTY(OUISA) Phone(434)972-6219 P. O. Box 7546 NELSON COUNTY(LOVINGSTON) Fax (434)972-4310 Charlottesville, Virginia 22906 March 23,2015 Christopher P. Perez 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 73 Parcel 31C(Lot A and Lot B) located in Albemarle County,Virginia. Dear Mr. Perez: On March 11,2015,the County of Albemarle requested the Virginia Department of Health(via the Albemarle *"" County Health Depai Intent)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 Depaitment 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. Sincerely, Travis T. Davis,OSE Environmental Health Specialist, Sr. OF A Ir%illiER 1% iMI i 2 20 15 '41•10, COUNTY OF ALBEMARLE 'JO UI S Department of Community Developmen 401 McIntire Road,Room 227 Charlottesville,Virginia 22902-4596 Phone(434)296-5832 Fax(434)972-4126 March 11, 2015 Teresa Batten 'e�ni Virginia Department of Health u USU WrigD 1138 Rose Hill Drive Charlottesville,VA 22906 RE: SUB201500016—Kishore J Shah—rural (Plat titled: "Rural Subdivision plat Lot A and Lot B a division of TM 73-31C...") Dear Ms. Batten: The County of Albemarle has received application to develop/subdivide [Tax Map 73 Parcel 31C]. This project requires Health Department approval before receiving final County approval. The applicant has provided soils information for the proposed 22.6 acre Lot B and the 14.56 acre Lot A,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, { �—� Christopher P. Perez Senior Planner Department of Community Development Voice: (434)296-5832 ext. 3443 email: cperez @albemarle.org 3 In L' ti Soils Study for Drain Field Sites Lots A and B A Rural Division of Tax Map 73-31C Albemarle County Prepared for: Kishore J. Shah and Sonal K. Shah,Trustees of the Shah Family Trust 105 Bunning Drive Voorhees,NJ 08403 Prepared by: Steve Gooch Consulting Geologist, Inc. 703 Oliver Creek Road Troy, Virginia 22974 February 14, 2015 Page 1 of 5 OSE/PE Report for: Construction Permit n Certification Letter n Subdivision Approval l• l Property Location: 911 Address: City: Lot A Section Subdivision GPIN or Tax Map# 73-31 C Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Kishore J. Shah and Sonal K. Shah, Trustees of the Shah Family Trust Street: 105 Bunning Drive City:Voorhees State NJ Zip Code 08403 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy State VA Zip Code 22974 PE Name: License# `'1110" Address City State Zip Code Date of Report 2/14/15 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 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. I• 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): construction permit❑ certification letter subdivision approval 12 be(select one)issued IN denied❑. OSE/PE Signature -.�/}-e, &�7� Date 71/07 17c %- Z CJ? Soil Profile Lot A A Rural Division of T=M. 73-31C Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group A 0-8 A Reddish brown(2.5YR 4/3) clay loam 3 8-48 Bt Red (10R 5/8) silty clay loam 3 48-84 C Yellowish red(5YR 5/8) loam, mica 2 B 0-9 A Reddish brown(2.5YR 4/3) clay loam 3 9-46 Bt Red(10R 4/8) silty clay loam 3 46-67 Bt2 Red(2.5YR 5/8) clay loam 3 67-84 C Reddish brown(5YR 5/4) sandy loam 2 C 0-6 A Reddish brown(2.5YR 4/3)clay loam 3 6-44 Bt Red(10R 5/8) silty clay loam 3 44-84 C Strong brown(7.5YR 5/8) sandy loam 2 D 0-9 A Reddish brown(2.5YR 4/3)clay loam 3 9-28 Bt Red(10R 4/8) silty clay loam 3 28-53 Bt2 Red(2.5YR 5/8) clay loam 3 53-84 C Dark yellowish brown(10YR 4/6) loam, mica 2 NUM' E 0-10 A Reddish brown(2.5YR 4/3) clay loam 3 10-47 Bt Red(10R 4/8) silty clay loam 3 47-64 Bt2 Red(2.5YR 5/8) clay loam 3 64-84 C Dark yellowish brown(10YR 4/6) loam, mica 2 F 0-10 A Reddish brown(2.5YR 4/3)clay loam 3 10-46 Bt Red(10R 4/8) silty clay loam 3 46-67 Bt2 Red(2.5YR 5/8) clay loam 3 67-84 C Yellowish red(5YR 5/8) loam 2 Page 3 of C Appendix 2 Soil Summary Report GENERAL INFORMATION Date 2/14/15 Submitted to Albemarle County Health Department Applicant Kishore J. Shah and Sonal K. Shah, Trustees Telephone Number (609) 820-5564 Address 105 Bunning Drive Voorhees, NJ 08403 Owner Shah Family Trust Address same Location Dick Woods Road between 3960 Dick Woods Road and 4042 Dick Woods Road Tax Map 73-31C Subdivision Block/Section Lot A SOIL INFORMATION SUMMARY 1. Position in landscape satisfactory? IX Yes No Describe side slope 2. Slope 9 % 3. Depth to rock or impervious strata: Max. Min. None x 4. Depth to seasonal water table(gray mottling or gray color) IX No T Yes inches rree water present iX No Yes range in inches Soil percolation rate estimated < Yes Texture group I II II IV No Estimated rate 55 min/inch 7. Permeability test performed Yes X No If yes, note type of test performed and attach 'X Site Approved: Drainfield to be placed at 60" 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. Other Specify (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. Near This abbreviated design covers the primary and reserve area, ❑ only the primary area, ❑ only the reserve area(check one)for Lot A —A Rural Division of TM 73-31 C(Property ID). Design Basis Total length of available area: 100' Total width of available area: 120' Estimated Perc. Rate: 55 at 60" 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: 412 _ Total trench bottom area required: 3296 Area Calculations Number of trenches 12 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 102' Total trench bottom area provided: 3600 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. New Page of AOSE Form E Revised July 18,2007 u7 FLA6� �e>& Qrttrf ld a —IRON D $ 341v Q�' ET. et N63'26'04"Eo FOUND D.B. 412. 185.49' \Pay_t- QT ;ffi t�4 A Q IRON * IRON SET `.�`7 � Site' SET ,� P� -. ®LOT B CD \ / r -22.60 ACRES e ©' �`L 1�� o CU Drairifiek Sits .� , `-•, IRON Z c�,�� ti (Pri ary and ` :$e,ve) 2 FOUND k JQ rn . 3-31C2 IRO Q as L• 2 ct FOUND 100, o ISHORE .SH/ ,-. 0 ti - AN• SONAL .SH co S85'53' 10"W i Q47 . SHAH TE ILOFTR 25.00' - /. " °.�° D.B. m ...—. - ./ Co ao D.B.3591-11C ' #1 D.8. 1625-65 P1 T.M.73-31D •� o w MICHAEL JOSEPH WEBER. co al i 2 c TRUSTEE OF THE u7 DAVID CARL WEBER TRUST v 0.8.3364-161 T.M 3 31C P1'o �d �`� �� D.8.3364-160 PLAT D.B.3364-157, D.B.2693-446 D.B.660-37 PLAT. N ; P01 • • • . -* '/infield Site �r n 17 (Pr i :T'+/ '' • Reserve) IRON Lazo c °ro' 1te``* � f1�, : \ I )- F O ! I 1 t / 2A � o POL , ! F Ae FLAG z t ► K ' " " n, I 1 AND FLAG •v•' FLAG A2B 4.1 I I SHA TR A2C PROPOSED ;7 N63.54'38"E DRAIPFIELD - [ IRON 277. .2' SET ' IRON :n D.E o SET 1 tr) PIPE FOUND SET : . 40. 4 r --IRON 562167936"W �0 1 O FOUND 16 3 Jq COT OT�C,9 .ss 4 POLE / ` FS� 1 N o rOl A0 , .! , T.M.73-31A ao '44 AFB, . ' f f S ' MICHAEL J.WEBER :rte 1 & ALISON P.WEBER rncn EXISTING :" = • llif Illi 0.B.3259-509. 514 & 515 PLAT 2 GRAVEL t a ;lid ReteW .• E L10 DRIVEWAY POLE METAL �V 1 I� EA•F.I ' &. 1 L9 BLDG. �A a i i '' :1, 1 D. FOR _ ., oc ,T id Lii V ' ' 5 : cr► SET 1 II Scale 1"=200' - Soil Profile Hole 10 , -"-'--`r' I 1 IRON House, Well and Drain Field Sites ,,i+/- ;g IRON IRON T L1■FOUND J ' A —ST.R FOUND FOUND IRON EA1'IIV rural Division of TM 73-31C STATE ROUTE 637 FOUND FOUND Albemarle County,Virginia DICK WOODS ROAD Steve Gooch Consulting Geologist VARIABLE WIDTH R/W SCALE: I " 703 Oliver Creek Road D.B.643-557 DATE: JANUARY HWY.P.B.IX-200 Troy, Virginia 22974 MCI AAUTC a 'AI c 4 •�-,u1r+ ROGER W.RAY & ASS Page 1 of 8 OSE/PE Report for: Construction Permit n Certification Letter n Subdivision Approval n Property Location: 911 Address: City: Lot B Section Subdivision GPIN or Tax Map# 73-31 C Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Kishore J. Shah and Sonal K. Shah, Trustees of the Shah Family Trust Street: 105 Bunning Drive City:Voorhees State NJ Zip Code 08403 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy State VA Zip Code 22974 PE Name: License# i✓ Address City State Zip Code Date of Report 2/13/15 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 Forms Soil Profile Sheets Survey Plat Soil Information Summary Sheets 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. l l 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): construction permit❑ certification letter❑ subdivision approval is ',oar be(select one)issued Is denied❑. -- //,, / OSE/PE Signature /Di-e zobo 4& Date a/Yl/ / --. fay zaC-2 Soil Profile Primary Drain Field Lot B A Rural Division of T.M. 73-31 C Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 3 0-6 A Weak red(10R 4/2) loam 2 6-30 Bt Red(10R 5/8) silty clay loam 3 30-40 Bt2 Light red(2.5YR 6/8) sandy clay loam 2 40-90 Bt3 Yellow(10YR 7/8) silty clay loam, red (2.5YR 5/8) clay 3 loam, relic gray(10YR 5/1) feldspar with rounded quartz gravel @ 87" 90-120 2BC Red (2.5YR 5/8) clay loam and yellowish brown 3 (10YR 7/8) sandy loam 4 0-2 A Dark gray(10YR 4/1) loam 2 2-8 BE Yellowish red(5YR 5/8) clay loam 3 8-21 Bt Red(10R 5/8) silty clay loam 3 21-42 Bt2 Red(10R 5/8) silty clay loam,brownish yellow(10YR 6/8) 3 sandy clay loam, rounded quartz gravel @ 40" 42-84 2Bt Red(10R 5/8) silty clay loam 3 84-120 2Bt2 Light red (2.5YR 6/8) clay loam 3 Ne,,,, 5 0-3 A Dark gray(10YR 4/1) loam 2 3-7 BE Yellowish red(5YR 5/8)clay loam 3 7-35 Bt Red(10R 5/8) silty clay loam 3 35-51 Bt2 Red(10R 5/8) silty clay loam,brownish yellow(10YR 6/8) 3 sandy clay loam, rounded quartz gravel @ 40" 51-67 Bt3 Yellow(10YR 7/8)clay, red(2.5YR 5/8) silty clay loam 3 67-120 2C Yellowish brown(10YR 5/8) sandy loam 2 6 0-2 A Dark gray(10YR 4/1) loam 2 2-7 BE Yellowish red(5YR 5/8) clay loam 3 7-60 Bt Red(10R 5/8) silty clay loam, rounded quartz gravel @ 60" 3 60-120 2BC Yellowish red(5YR 5/8) sandy clay loam 2 Page of Y Appendix 2 Soil Summary Report Nos, GENERAL INFORMATION Date 2/14/15 Submitted to Albemarle County Health Department Applicant Kishore J. Shah and Sonal K. Shah, Trustees Telephone Number (609) 820-5564 Address 105 Bunning Drive Voorhees, NJ 08403 Owner Shah Family Trust Address same Location Dick Woods Road between 3960 Dick Woods Road and 4042 Dick Woods Road Tax Map 73-31C Subdivision Block/Section Lot B SOIL INFORMATION SUMMARY - ('f-Wlawj optivi fle�c� 1. Position in landscape satisfactory? iX Yes No Describe side slope 2. Slope 14 % 3. Depth to rock or impervious strata: Max. Min. None x 4. Depth to seasonal water table (gray mottling or gray color) X No 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 65 min/inch 7. Permeability test performed I Yes X No If yes, note type of test performed and attach 'X Site Approved: Drainfield to be placed at 102" 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. Other Specify (attach additional pages if necessary) Abbreviated Design Form This form is for use with gravity,pump to gravity,enhanced flow,and low pressure distribution(LAD)sewage system designs and when applying for a certification letter or subdivision approval. Nkomo This abbreviated design covers the ❑ primary and reserve area, E'only the primary area, ❑ only the reserve area(check one)for Lot B —A Rural Division of TM 73-31 C(Property ID). Design Basis Total length of available area: 100' Total width of available area: 60' Estimated Perc.Rate: 65 at 102" 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: 496 Total trench bottom area required:_1984 Area Calculations Number of trenches 7 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 57' Total trench bottom area provided: _2100 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. NN" Page of AOSE Form E Revised July 18,2007 ICU F Soil Profile Reserve Drain Field Lot B A Rural Division of T.M. 73-31C Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 1 0-2 A Dark grayish brown(10YR 4/2) loam 2 2-10 BE Reddish brown(5YR 4/4) clay loam 3 10-54 Bt Red(2.5YR 4/6) silty clay loam 3 54-72 BC Red(2.5YR 4/6) silty clay loam, yellowish brown 3 (10YR 5/8) loam 2 72-120 C Yellowish brown (10YR 5/8) loam 2 2 0-3 A Weak red(O 1 YR 4/2) loam 2 3-36 Bt Red(2.5YR 4/6) silty clay loam 3 36-120 C Olive (5Y 5/6) sandy loam 2 6 0-2 A Dark gray(10YR 4/1) loam 2 2-7 BE Yellowish red (5YR 5/8) clay loam 3 7-60 Bt Red(10R 5/8) silty clay loam,rounded quartz gravel @ 60" 3 60-120 2BC Yellowish red(5YR 5/8) sandy clay loam 2 Page _6E_ of P Appendix 2 Soil Summary Report GENERAL INFORMATION Date 2/14/15 Submitted to Albemarle County Health Department Applicant Kishore J. Shah and Sonal K. Shah, Trustees Telephone Number (609) 820-5564 Address 105 Bunning Drive Voorhees, NJ 08403 Owner Shah Family Trust Address same Location Dick Woods Road between 3960 Dick Woods Road and 4042 Dick Woods Road Tax Map 73-31C Subdivision Block/Section Lot B SOIL INFORMATION SUMMARY - eye, rzAK I;eld 1. Position in landscape satisfactory? IX Yes No Describe side slope 2. Slope 15 % 3. Depth to rock or impervious strata: Max. Min. None x 4. Depth to seasonal water table (gray mottling or gray color) iX No r Yes inches Cree water present IX No 7 Yes range in inches "'Soil percolation rate estimated X Yes Texture group I II ® IV ■ No Estimated rate 65 min/inch 7. Permeability test performed Yes rX No If yes, note type of test performed and attach 'X Site Approved: Drainfield to be placed at 84" 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. Other Specify (attach additional pages if necessary) PC 7 ciT 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, [ly the reserve area(check one)for Lot B —A Rural Division of TM 73-31C (Property ID). Design Basis Total length of available area: 100' Total width of available area: 45' Estimated Perc. Rate: 65 at 84" in.(depth) Number of bedrooms(or GPD): 4 1 2 Conveyance Method : Gravity Distribution method (specify): Gravity 3c Dispersal system basis GMP 118A LGMI required? No_(Yes/No) Effluent quality required: Secondary (Primary, Secondary,Advanced Secondary) Square feet per bedroom:_221 Total trench bottom area required: 884 Area Calculations Number of trenches 5 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: 1500 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. NNW' Page of AOSE Form E Revised July 18,2007 o N IRON CONCRETE `_'" ' o FOUND DICK 708\ •�Q c HIGHWAY WOODS r �� M FOUND T D. 430, INT ROAD TAYLORS o v / k. X54 `���STATF l�U`� ^ ROAD °1 N Sv�� P `��`Q k �3 • 61 e .49, .6, V`99 4S m i _ \.. 6 VICINITY P ti©`""• ¢ �- \ 46 SCALE: 1" = 2( F > 4/ fi • Si*_gM �.. °�S•e7, r o 'CFA POND STREA IRON CRETE 2 EXISTING \ .�•-STq BUFFER FOUND S38'50'56' 3HWAY p. POLE GRAVEL �Fq_A1 -- APPROXIMATE 93'71 IUMENT i. ENTRANCE o v LOCATION OF , 1 3UND 0 100'X 20' 1 IRON S19'18'1 X76 • DRAINAGE EASEMENT , FOUND 19"W , X 10.4 IRON FLAG 92.03 16' 325.67'„� FOUND s , �(0.B.452-65 i� IRON ' - FLAG ORAINFIELO T.I FOUND r` es AREA 15"MAPLE .4, ROBE! oi FLAG FLA ' 9.96' •• . \ & CYNT RAS `--. .' �,%s�Drainflekd / • IRON D.B.D B. al ' ' s 83 ,>� Prof , „/ o FOUND 0.8. 1412 Q(.' AG e%p ort N63'28'04"E'D �. 4 Dr t fi Jd Q / , 185.49' IRON co O'i II 4 • it 4- IRON SET / in d J SET P` � ) i`• LOT B 4:j4 � u \ / .60 ACRES 1 -' �.©/ N Q 100• rn / _ z A.A� FOUND A. '�Q.' �3 °' T.M.73-31C2 IRO LOT 2 Q,�,,.. FOUND 100, / ,r o KISHORE J.SH. AND SONAL K.SF co it 3 TRUSTEES OF 1 S85'53' 10"W Q4' v SHAH FAMILY TF 25.00' - '� °° D.B. m ,•-� l co CO D.B.3591-111 :n 0.8. 1625-65 PI T.M.73-31D .." . o w MICHAEL JOSEPH WEBER, m - TRUSTEE OF THE ) 2 i° DAVID CARL WEBER TRUST Jl D.8.3364-161 T. M.73 31C o 0.8.3364-160 PLAT in D.B.3364-157, D.8.2693-446 - I / cu rn I 0.8.660-37 PLAT. m PO t Scale 1"=200' - Soil Profile Hole ; v , `' •` ` i PEt3l718�d S House, Well and Drain Field Sites o t��0 �SflEYB) IRON \ \ I ' FLAG ' 4 Lot B is A� � 1-4 A Rural Division of TM 73-31C POL r , r ► n Albemarle Coun Vir:inia 0' FrAG r t ' ' K Z ttttt�t m Cli I IAN( Steve Gooch Consulting Geologist F�AC FL I TF 703 Oliver Creek Road `' Azc PROPOSES ill I I SHI Troy,Virginia 22974 Y� g N63'54'38"E ORAAFIELO o SET 277.62' IRON ;n I t D. oo SET I • `„ 4,k, I _ FOUND SET 'S `TI4*,. + 1 IRON S64 '-7'36"W �0 J I ' FOUND 216.91' ,�4 401. : T-)1c7* I i vrn fol.6 ,4^Ai POLE Q1 !!1 THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, LOT A, LOT B. AND REVISED LOT 1 IS WITH THE FREE CONSENT AND IN 0�4�,p,LTI/o ,` ACCORDANCESWITH, IHEADESIRE OF THE UNDERSIGNED OWNER (S) , PROPRIETORS, �(,� is' FOR REVIEW U ry BRIAN S.RAY KISHORE J.SHAH Lic.No.002281 SONAL K.SHAH 41l CITY/COUNTY OF NOTES: STATE OF 1. OWNER (S) , ADDRESS & LEGAL REFERENCES: THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED T.M.73-31C AND T.M.73-31C2 (LOT 1) BEFORE ME THIS DAY OF KISHORE J.SHAH AND SONAL K.SHAH, 2015. BY KISHORE J.SHAH TRUSTEES OF THE SHAH FAMILY TRUST 105 BUNNING DRIVE, VOORHEES, NJ 08043 TRUSTEE OF THE SHAH FAMILY TRUST D.B.3591-110, D.B.3364-161, D.B.3364-160 PLAT, D.B.3364-157, D.B. 1890-587 PLAT, D.B.3591-110 & D.B. 1625-65 PLAT NOTARY PUBLIC # 2. BOUNDARY DATA SHOWN HEREON IS BASED ON A CURRENT FIELD SURVEY. MY COMMISSION EXPIRES NOTARY SEAL 3. SHOULD AN OFFICIAL DETERMINATION OF PARCELS OF RECORD REVEAL THAT ADDITIONAL PARCELS AND/OR DEVELOPMENT RIGHTS EXIST, THE INTENT CITY/COUNTY OF OF THIS PLAT IS NOT TO COMBINE THESE PARCELS STATE OF OR EXTINGUISH DEVELOPMENT RIGHTS. THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED 4. ACREAGES BEFORE THIS PLAT: BEFORE ME THIS DAY OF T.M.73-31C2 (LOT 1 PORTION) = 5.00 ACRES 2015. BY SONAL K.SHAH T.M.73-31C = 37. 16 ACRES TRUSTEE OF THE SHAH FAMILY TRUST 5. T.M.73-31C IS SUBJECT TO AN EASEMENT TO VIRGINIA ELECTRIC & POWER COMPANY (D.B.427-318) . NOTARY PUBLIC # 6. T.M.73-31C IS SUBJECT TO THE FOLLOWING INSOFAR AS THEY MAY APPLY: MY COMMISSION EXPIRES : NOTARY SEAL A. AN EASEMENT TO VIRGINIA PUBLIC SERVICE COMPANY (D.B.211-52) . B. AN EASEMENT TO BOARD OF MOUNTAIN WORK APPROVED FOR RECORDATION (D.B.226-580) 7. NO TITLE REPORT FURNISHED. ALL EASEMENTS KNOWN BY ME ARE SHOWN OR NOTED HEREON. THIS PROPERTY SUBJECT TO ANY ADDITIONAL AGENT FOR THE BOARD OF SUPERVISORS DATE CONDITIONS, UTILITIES, EASEMENTS AND/OR COVENANTS THAT MAY EXIST. 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 ONLY. A. PROPERTY ZONED RA (ENTRANCE CORRIDOR) . B. REVISED LOT 1 MAY NOT BE FURTHER DIVIDED. C. LOT A IS ASSIGNED TWO DEVELOPMENT RIGHTS AND MAY BE FURTHER DIVIDED. D. LOT B MAY NOT BE FURTHER DIVIDED. E. ACCORDING TO THE ALBEMARLE COUNTY GIS WEBSITE, LOT A. LOT B. AND REVISED LOT 1 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2. 1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. F. THIS PROPERTY LIES WITHIN THE SOUTH FORK RIVANNA WATER SUPPLY WATERSHED. G. ACCORDING TO THE ALBEMARLE COUNTY GIS WEBSITE THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL-FORESTAL DISTRICT. H. SETBACK REQUIREMENTS: FRONT= 75' (ALONG ST.RT.637 & STATE ROUTE 708) FRONT= 25' (ALONG PRIVATE STREET ESMT.) SIDES= 25' AND REAR = 35' I. THE APPROXIMATE LOCATIONS OF THE STREAMS, PONDS, AND STREAM BUFFERS SHOWN HEREON WERE TAKEN FROM THE COUNTY OF ALBEMARLE GIS WEBSITE AND SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. J. UNDER CURRENT COUNTY POLICY, PUBLIC WATER AND/OR SEWER SERVICE WILL NOT BE AVAILABLE TO THIS PROPERTY. RURAL SUBDIVISION PLAT LOT A & LOT B A DIVISION OF T. M. 73-31C AND BOUNDARY LINE ADJUSTMENT PLAT REVISED LOT 1 THE PROPERTIES OF KISHORE J. SHAH & SONAL K . SHAH, TRUSTEES OF THE SHAH FAMILY TRUST LOCATED ON STATE ROUTE 637 (DICK WOODS ROAD) , STATE ROUTE 7O8 (DRY BRIDGE ROAD) , AND INTERSTATE 64 SAMUEL MILLER MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA SCALE: 1 " = 200 ' DATE: JANUARY 23, 2015 FOR KISHORE J.SHAH AND SONAL K.SHAH, TRUSTEES OF THE SHAH FAMILY TRUST ROGER W.RAY & ASSOC., INC. 1717-1B ALLIED STREET CHARLOTTESVILLE, VIRGINIA 22903 GL TELEPHONE: (434) 293-3195 SHEET 1 OF 2 14208B DENOTES EXISTING PROPERTY LINE HEREBY EXTINGUISHED INTERSTATE 64 -----0------ DENOTES OVERHEAD UTILITY LINE ii" x DENOTES FENCE 708 s 637 DRY _� DICK BRIDGE _� WOODS ROAD = ROAD HEALTH DEPARTMENT COPY 1190 N2 1 °40'16.855' NOT FOR RECORDATION 6� COLSTON Qj 1 ' 637 DRIVE t\ O\ v IRON . CONCRETE DICK rzp ca FOUND WOODS 708 o MO NU °.6 I ROAD TAYLORS 1191 j c�O N v --- FOUND •43o\25N6gRSrq T ROAD MRALEIGH 3ov I Y. F Cr 1-1 TRAIL ro , .may OLE N6/ .e8.' P•B, fr 6Q Q W� i 49"E 44, 45 6 VICINITY MAP 46 SCALE: 1" = 2000'+/- mmm� J ._\ 4 C .cc CO °T Oa• �z " ti° S7-40'7 \ �1S2� 3 W •"'ni M Sup .--. 2 o FFR ' POND 2 /c . S - BUFFER '4 FOUND S38 °50'56"E STREA IRON CONCRETE EXISTING \ �Egtij — APPROXIMATE 93.71 ' HIGHWAY POLE GRAVEL MONUMENT ENTRANCE o LOCATION OF��:.\ FOUND o 100'X 20' \ IRON S19 °18'56"E IRON D RAINAGE EASEMENT - FOUND 92.03N 1 66.46 9 W I Ts7362•5io2.,W FOUND FLAG PSEPTTICD -�\(D•B.452-65\ I DRAINFIELD T.M.73-31C 1 IRON FLAG AREA 15"MAPLE I FOUND +� ROBERT V.FINLEY FLAG FB1P�'. ,. sod • ' 9.96 " _ \ - & CYNTHIA H.FINLEY a 9 Drainfieid` o IRON D.8.3415-179 & 180 PLAT tn FLAG 06, „/ o FOUND D.BD1412663365635APLAT Qv F-74. e4, Proposed P •m N63 °2B'04"Ec \ o Dr #nfi9id / 185.49' if 1 1 / d Ho ; S ���Q SETN SET \�\ •cr P►eed ) . 1 Si e LOT B �0 / up \ 2. 60 ACRES �Q CO i©� z 10°"� �' r &' �' w*ised raintieid Site oe IRON ,Q. Q rn . .t FOUND IRON o �� L'�S' and Rasc ve) O FOUND /° / J ° ISHORE .SHAH Q~ •' °, - AN SONAL ' .SHAH, o i A' m TR TE ' OF THE S85 °53' 10"W Q4Q v SHAH , ILY TRUST 25.00' - / ti m D.B.3591-110 m �' �. ;n D.B. 1625-65 PLAT T.J.7EP31W o w � � ° MICHAEL TRUSTEE OF THE WEBER, a�D ) 2 Proposed DAVID CARL WEBER TRUST o '!""' l D.B.3364-161 T. M. 73 31C ° D.B.3364-160 PLAT i / N D.B.3364-157, D.B.2693-446 - fn D.B.660-37 PLAT. N PO m ` 0 ed ''rainfie d Site v (Pri .ry •/td Reserve) IRON Fa') S \ FLAG �v r S \ I A2D ' F T .M.73-31C2 0 o POLE FLAG ' ' ' ' F LOT 1 z A2E `1 ^ : KISHORE J.SHAH Scale 1"=200' •- Soil Profile Hole o Cr) : i AND SONAL K.SHAH, ° FLAG TRUSTEES OF THE House, Well and Drain Field Sites FLAG A2B w ' I I SHAH FAMILY TRUST PROPOSED fr) • Lots A and B SEPTIC fr) I I D.B. A Rural Division of TM 73-31C N63 'S4'38"E DRAAREAELD - • I D.B.3591-110 IRON 277.62' in D.B. 1625-65 PLAT Albemarle County, Virginia SET ' - \ IRON • : I Steve Gooch Consulting Geologist o SET 703 Oliver Creek Road o 9L I Troy, Virginia 22974 FOUND SET :`�. <0r�SF I I Y� g T0q JOI IRON S64 '37'36"W I ....--- ---- FOUND 216.91 ' 41 401. �. C �q' j &6, 4 POLE A&.4 •' 1 )ti -d Well Site �-�J N of 409 I T.M.73-31A Co cn '44 FS I i MICHAEL J.WEBER •awl EXISTING °D j�STING & ALISON P.WEBER N GRAVEL •nf ( 1l8DE D.B.3259-509, 514 & 515 PLAT z DRIVEWAY 0 ' c a Ra��* STREET •POLE Pe E L10 METAL • I 4_7--- MENT Proposed R8' I-IN BLDG. EXT',,Ji' ' • ;: D.B. FOR Drainfi d FO- , �, G L9 ke L, I, REVIEW � 1L11 „"� 5 n ET I i i TO t l�n�' L4 .�- ,. I IRON LINE BEARING DISTANCE 0 1+/- M 708 IRON IRON KENT 3 L L1 - FOUND L1 S69 °04'46"W 70.74 r ST •AT FOUND FOUND ERLINeK L2 S74 •12'27"W 112.68 IRON IRON L3 S74 °12'27"W 66.59 STATE ROUTE 637 FOUND FUND L4 S74 °56'20"W 120.87 V RICAB EO WDID HO R/W SCALE: 1 " = 200 ' L5 S68 °14' 15"W 8.34 D.B.643-557 DATE: JANUARY 23, 2015 L6 S67 '39'59"W 91.78 HWY.P.B. IX-200 L7 S88 '03' 15"W 59.74 ROGER W.RAY & ASSOC., INC. L8 578 '24'02"W 44.82 GRAPHIC SCALE 1 "=200 ' 1717-1B ALLIED STREET L9 S73 °14'34"W 53.36 NE mu — CHARLOTTESVILLE, VIRGINIA 22903 L10 560 °45'51"W 52.99 NE NE TELEPHONE: (434) 293-3195 L11 S53 °38'38"W 1.51 GL 0 200 400 600 SHEET 2 OF 2 14208B