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HomeMy WebLinkAboutSUB201700133 Assessment - Groundwater 2017-09-28 a ILMOVED Soils Study for Drain Field Sites Parcel G and Residue A Division of Tax Map 73-31D Albemarle County Prepared for: The Dirk G. Dehooge, Sr. Estate do Anita Dunbar 500 Westfield Road Charlottesville, VA 22901 Prepared by: Steve Gooch Consulting Geologist,Inc. 703 Oliver Creek Road Troy,Virginia 22974 September 4, 2017 Received SEP 1 3 2017 Charlottesville/Albemarle Health Department DD Page 1 ofOSE/PE Report for: /JJEJ Construction Permit ri Certification Letter n Subdivision Approval Property Location: 911 Address: 4658 Advance Mills Road City: Lot G Section Subdivision GPlNorTaxMap# 31-44 Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: The Dirk G. Dehooge, Sr. Estate c/o Anita Dunbar Street: 500 Westfield Road City:Charlottesville State VA Zip Code 22901 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy State VA Zip Code 22974 PE Name: License# Address City State Zip Code Date of Report 9/4/17 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.) 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. ❑ 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): Anstruction permit❑ certification letterEi subdivision approval ✓❑ be(select one)issued denied U. OSE/PE Signature .5 Date cilid/7 Soil Profile Reserve Drain Field Parcel G A Division of Tax Map 31-44 Advance Mills Road Albemarle County � u uu ) Hole Depth Horizon Material Description Soil Texture (in.) Group 1 0-12 Ap Dark grayish brown(10YR 4/2)clay loam, friable 3 12-26 Bt Red (2.5YR 4/6) silty clay loam, firm 3 26-45 Cl Yellowish red (5YR 5/8) silty clay loam, friable 2 45-84 C2 Very pale brown(10YR 5/3) sandy loam, massive, friable 2 2 0-12 Ap Dark grayish brown(10YR 4/2)clay loam, friable 3 10-39 Bt Strong brown(7.5YR 5/8) sandy clay loam, friable 2 39-67 Cl Yellowish red(5YR 5/8) sandy clay loam, friable 2 67-84 C2 Yellowish brown(10YR 5/8) sandy Ioam, massive, friable 2 3 0-8 Ap Dark grayish brown (10YR 4/2)clay loam, friable 3 8-36 Bt Red (2.5YR 4/6) silty clay loam, firm 3 36-49 Cl Yellowish red (5YR 5/8) silty clay loam, friable 2 49-84 C2 Light yellowish brown(10YR 6/4) sandy loam,massive, 2 friable 4 0-4 Al Dark gray(10YR 4/1) loam, friable 2 4-10 A2 Light brown(7.5YR 6/4) sandy clay loam, friable 2 10-40 Bt Red (2.5YR 4/6) silty clay loam, firm 3 40-84 C Light yellowish brown(10YR 6/4) sandy loam, massive, 2 friable 5 0-7 Ap Dark grayish brown (I 0YR 4/2) clay loam, friable 3 7-32 Bt Red(2.5YR 4/6) silty clay loam, firm 3 32-44 Cl Yellowish red (5YR 5/8) silty clay loam, friable 2 44-84 C2 Yellowish brown(10YR 5/8) sandy loam, massive, friable 2 Page 3 of 9 Appendix 2 Soil Summary Report GENERAL INFORMATION Date 9/4/17 Submitted to Albemarle County Health Department Applicant Dirk G. DeHooge Estate c/o Anita Dunbar Telephone Number (434) 981-1421 Address 104 Westminster Road Charlottesville, VA 22901 Owner same Address same Location 4658 Advance Mills Road Tax Map 31-44 Subdivision Block/Section Lot G SOIL INFORMATION SUMMARY - ple,,exvre- Dram_ nd J 1. Position in landscape satisfactory? X Yes j No Describe shoulder 2. Slope 9 15/0 3. Depth to rock or impervious strata: Max. Min. None x 4. Depth to seasonal water table (gray mottling or gray color) IR No r Yes inches Tree water present X No i Yes range in inches o. Soil percolation rate estimated IX Yes Texture group I II III IV No Estimated rate 45 min/inch 7. Permeability test performed Yes X No If yes, note type of test performed and attach I Site Approved: Drainfield to be placed at 54" depth at site designated on permit. P Site Disapproved: Reasons for rejection: 1. 1— Position in landscape subject to flooding or periodic saturation. 2. I Insufficient depth of suitable soil over hard rock. 3. (+ Insufficient depth of suitable soil to seansonal water table. 4. I— Rates of absorption too slow. 5. 7 Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. (� Proposed system too close to well. P Other Specify (attach additional pages if necessary) pot 5e- 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, 29'only the reserve area(check one)for Parcel G - A Division of TM 31-44 Design Basis Total length of available area: 85' Total width of available area: 75' Estimated Pere. Rate: 45 at 54" in. (depth) Number of bedrooms(or GPD): 3 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: 344 Total trench bottom area required: 1032 Area Calculations Number of trenches 5 Length of trenches: 70' 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: 1050 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 8,' . ` =' RESIDUE P" : T M.31 -44 $79'59' i6"E 673.24' IFF 506`08'57"W :;.... 27.87 ACRES FENCE i 130. 17 '� DIRK DIRK G.DEHOOGE, SA ESTATE W .* ;:/,;.: G.E HOOGE. .�., SR GE, °� Weil Site 1 FRANK R.DEHOOGE DEBBY L.OE{ { " ` : ELIZABETH A.DUNBAi1 AND [ EANNA 0,KIRBY IS _/ Q 4, i D.8.3896-629 & 630 at.'"TT '' '.1'_ ' �, POLE it R 13 1348 �" •` se , , 0.B.559-2557,.D.B.503-229. sr � f • 1 1 0.$.4 — ,8.444-93, `>> '; ,' ► 1E' f CENTEiILINIF / /` •/ 0.0.3457-523 sum . -4 t Si5*4€': A63 .$5 STAKE t-4-- 41 b 5 • '34 E I3 J .1'34.79 oC 5a o 4--' . TS ./ � G) P) �, � IS uo �; °o 'Cl; o ii 1 P0L cr i3 " . n ' a o IS x d PARCEL G o 1 o 5 ,� 24.3a ACRES < P. ' (SUBJECT TO CEMETERY RESERVED o? t S07'i2'4 o' 0 z v, AND EXCEPTED IN D.B.234--103 INSOFAR N i91�.51 C . w 8 o AS IT MAY APPLY) la o c'' 'ti aaaposED IS O cn maran STl r* \ \ AD' oN fit : • • _ a ---(30'F .4 � �a WELL. l Ati- .4 : - v �/ y �`:tea s DELL• - , - -. . - .._..m..._, ,� -( ' 1--STORY FRAME \ 4`o 15` CENTEFLIMI R.ESTATE 'i`l -.$ & BLOCK WITH - • IS: t IS PLAT E' ��'� �G"� BASEMENT 004 N79'44'54'W I PLAT 4- fi‘ * 2'73.19 C5 ��, s T.M.3i-44F v� F ; �xYVEE.I. •3 ; �. �7,1 / ---P T NOREV JULI.E BT SPEASMAKER RUST =co F\ BLDG. IF , IF '. - ! ,'1fil P D_B.4646-713 fr . 4dE, D.B.520-91. •��•Pig`' IF-1,050-'•ci c* .4$ "' `% kP ` IS f / '\T.M.318-177,1 /;‹, .. - IF ob, ' . - • , „`s. • Z' `� 1 •-� '� IF � Ø/\ TM76'r *� 44© ` IF LOT i7fi 'lb',A Page 1 of 8 OSE/PE Report for: Construction Permit ' I Certification Letter Subdivision Approval 7 Property Location: 911 Address: City: 15I p 1 Lot Residue RS Section Subdivision GPIN or Tax Map# 31-44 Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: The Dirk G. Dehooge, Sr. Estate c/o Anita Dunbar Street: 500 Westfield Road City:Charlottesville State VA Zip Code 22901 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy State VA Zip Code 22974 PE Name: License# Address City State Zip Code Date of Report 9/4/17 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.) 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. ElThe 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): Anstruction permit❑ certification letter subdivision approval Q be(select one)issued denied U. OSE/PE Signature 5-.fie "RICA_ Date 7/1117 Soil Profile Primary Drain Field Residue A Division of Tax Map 31-44 APPIDIED Advance Mill Road Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 1 0-4 A Dark gray(10YR 4/1) loam, friable 2 4-10 EB Strong brown (7.5YR 5/8) clay loam, friable 3 10-44 Bt Red(1 OR 5/8) silty clay loam, firm 3 44-52 BC Red (2.5YR 5/8)clay loam, friable w/yellowish red 3 (5YR 5/8) sandy loam 52-60 C Yellowish red (5YR 5/8) sandy loam, friable 2 60- Cr 2 0-4 A Light gray(10YR 6/1) sandy loam, friable 2 4-10 E Light yellowish brown (2.5Y 6/4) sandy loam, friable 2 10-30 Bt Red (10R 5/8) silty clay loam, firm 3 30-48 Bt2 Red(2.5YR 5/8) clay loam, friable 3 48-84 C Dark yellowish brown(10YR 4/6) sandy loam, friable, 2 25%weathered schist fragments 3 0-6 A Light gray (10YR 6/1) sandy loam, friable 2 6-12 E Light yellowish brown (2.5Y 6/4) sandy loam, friable 2 12-40 Bt Red (10R 5/8) silty clay loam, firm 3 40-84 C Yellowish brown(10YR 5/8) sandy loam, friable 2 4 0-4 Al Dark gray (10YR 4/1) sandy loam, friable 2 4-16 A2 Light brownish gray(10YR 6/2) sandy loam, friable 2 16-39 Bt Red (10R 5/8) silty clay loam, firm 3 39-60 CB Yellowish red(5YR 5/8) sandy loam, friable, w/red 3 (2.5YR 5/8) clay loam 60-84 C Yellowish brown(10YR 5/8) sandy loam, friable 2 5 0-4 A Dark gray(10YR 4/1) loam, friable 2 4-10 E Light brown(7.5YR 6/4)sandy loam, friable 2 10-20 EB Strong brown(7.5YR 5/8) sandy loam, friable 2 20-36 Bt Red (10R 5/8) silty clay loam, firm 3 36-84 C Brownish yellow(10YR 6/8) sandy loam, friable 2 6 0-6 A Dark gray(10YR 4/1) loam, friable 2 6-27 Bt Red(10R 5/8) silty clay loam, firm 3 27-54 CB Strong brown(7.5YR 5/8) sandy loam, friable,w/red 3 (2.5YR 5/8)clay loam 54-84 C Reddish yellow(7.5YR 6/8) sandy loam, friable 2 Page 3 of a' Appendix 2 Soil Summary Report GENERAL INFORMATION Date 9/4/17 Submitted to Albemarle County Health Department Applicant Dirk G. DeHooge Estate c/o Anita Dunbar Telephone Number (434) 981-1421 Address 104 Westminster Road Charlottesville, VA 22901 Owner same Address same Location 4658 Advance Mills Road Tax Map 31-44 Subdivision Block/Section Lot Residue SOIL INFORMATION SUMMARY_ 61vvtat7 0174(vt Flea 1. Position in landscape satisfactory? X Yes 7 No Describe shoulder 2. Slope 7 % 3. Depth to rock or impervious strata: Max. 84"+ Min. 60" None 4. Depth to seasonal water table(gray mottling or gray color) x No 7 Yes inches :ree water present ix No Yes range in inches o. Soil percolation rate estimated (x Yes Texture group I II • IV 17 No Estimated rate 65 min/inch 7. Permeability test performed I` Yes (X No If yes, note type of test performed and attach r Site Approved: Drainfield to be placed at 42" depth at site designated on permit. E Site Disapproved: Reasons for rejection: 1. I- Position in landscape subject to flooding or periodic saturation. 2. P Insufficient depth of suitable soil over hard rock. 3. P Insufficient depth of suitable soil to seansonal water table. 4. I- Rates of absorption too slow. 5. P Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6_ f Proposed system too close to well. 7. Other Specify (attach additional pages if necessary) ?e(se- y ecCl 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, riKonly the primary area, 0 only the reserve area(check one)for Residue- A Division of TM 31-44 Design Basis Total length of available area: 95' Total width of available area: 75' Estimated Perc. Rate: 65 at 42" in. (depth) Number of bedrooms(or GPD): 5 1 2 Conveyance Method : Pump 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: 496 _ Total trench bottom area required: 2480 Area Calculations Number of trenches 9 Length of trenches: 95' Width of trenches: 3' Center to center spacing: 9' Reserve required? Yes Percent reserve area required: 100 Total width of absorption area required 75' Total trench bottom area provided: 2565 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 Soil Profile Reserve Drain Field Residue A Division of Tax Map 31-44 Advance Mill Road Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 2 0-4 A Light gray (10YR 6/1) sandy loam, friable 2 4-10 E Light yellowish brown(2.5Y 6/4) sandy loam, friable 2 10-30 Bt Red (10R 5/8) silty clay loam, firm 3 30-48 Bt2 Red (2.5YR 5/8) clay loam, friable 3 48-84 C Dark yellowish brown (10YR 4/6) sandy loam, friable, 2 25%weathered schist fragments 3 0-6 A Light gray(10YR 6/1) sandy loam, friable 2 6-12 E Light yellowish brown(2.5Y 6/4) sandy loam, friable 2 12-40 Bt Red(10R 5/8) silty clay loam, firm 3 40-84 C Yellowish brown (10YR 5/8) sandy loam, friable 2 7 0-3 A Gray(10YR 5/1) sandy loam, friable 2 3-14 E Yellow(2.5Y 7/8) sandy loam, friable 2 14-25 Bt Reddish brown(2.5YR 5/4) clay loam, friable 3 25-52 Bt2 Red (10R 5/8) silty clay loam, firm 3 52-84 C Brownish yellow(10YR 6/8) loam, friable 2 8 0-4 A Gray(10YR 5/1) sandy loam, friable 2 4-9 E Yellow(2.5Y 7/8) sandy loam, friable 2 9-30 Bt Red (10R 5/8) silty clay loam, firm 3 30-58 CB Yellowish red(5YR 5/8) sandy clay loam, friable 2 58-84 C Very pale brown(10YR 8/4) sandy loam, friable 2 9 0-6 A Gray(10YR 5/1) sandy loam, friable 2 6-17 E Light brown(7.5YR 6/4) sandy loam, friable 2 17-48 Bt Red(10R 5/8) silty clay loam, firm 3 48-70 CB Yellowish red (5YR 5/8) sandy clay loam, friable 2 70-84 C Very pale brown (10YR 8/4) sandy loam, friable 2 Page Co of 5 Appendix 2 Soil Summary Report GENERAL INFORMATION Date 9/4/17 Submitted to Albemarle County Health Department Applicant Dirk G. DeHooge Estate c/o Anita Dunbar Telephone Number (434) 981-1421 Address 104 Westminster Road Charlottesville, VA 22901 Owner same Address same Location 4658 Advance Mills Road Tax Map 31-44 Subdivision Block/Section Lot Residue SOIL INFORMATION SUMMARY- fee -. Ont,k 1,eV 1. Position in landscape satisfactory? x Yes No Describe shoulder 2. Slope 8 % 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 ree water present X No T Yes range in inches o. Soil percolation rate estimated IX Yes Texture group I it III IV r No Estimated rate 45 min/inch 7. Permeability test performed P Yes fx No If yes, note type of test performed and attach X Site Approved: Drainfield to be placed at 66,E depth at site designated on permit. T Site Disapproved: Reasons for rejection: 1. P Position in landscape subject to flooding or periodic saturation. 2. I— Insufficient depth of suitable soil over hard rock. 3. r Insufficient depth of suitable soil to seansonal water table. 4. (W Rates of absorption too slow. 5. I— Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. P 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. This abbreviated design covers the 0 primary and reserve area, 0 only the primary area, CVonly the reserve area(check one)for Residue- A Division of TM 31-44 Design Basis Total length of available area: 100' Total width of available area: 60' Estimated Perc.Rate: 45 at 66" in. (depth) Number of bedrooms(or GPD): 5 1 2 Conveyance Method : Pump 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: 344 Total trench bottom area required: 1720 Area Calculations Number of trenches 6 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 48; Total trench bottom area provided: 1800 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 T.M. 19-25 LINE DELTA RAp ARC 7_.. ANN I LE MALLEK REVOCABLE TRUST AGREEMENT. DATED API 20, 2011 Al 12'21'26' i0 i 3 217.92 IS 0.B.4024-451. ©.8...3674--51 i 6 D.0.304--76 PLA,. C J • 3`58'55" 9G6.82.1 fig.28, 0-'QIF 5'27'23" 996 R2 94,93 IF AT : /578"5631"E 554.75' T.M.31-44H 28.59' PARCEL E C4 39 03" "7�3.30' 319.34 : : h- #o- ROBERT J,MEYER & G'b 2 4887'22" 1386.94 58.6Q, �. 1'42 O ENISE E.MEYER C� : 10 '28'44" 1366.94 250.004, . So` 0.8.4337-286LLI a , :. ff it t i917-286 6 287 PLAT '1 I Qii: : t::.:;0 T. M.31 44 S79'59' 36"E 673.24• IF A so6'08'57"W `'s T.M.31-44-A 130. 17` GA►RY P.W0013St •:_ ': 27. 87 ACRES , FENCE KATHLEEN E.0101 =. DIRK 9.OEHOOGE. SR.ESTATE k a 1 PAP z D.8.1537-266. 26 �t DIRK G.DElOQ6E. .lR.. GUY M,nEHCK}GE, f �..- 0.8.1234711 -%e:: FRANC R..©EHOOGE. DEBBY L.1 OOGE. m IS . .Ire'' 0.8. 1060--267 ' ELIZABETH A.DLA�3AR AND DEANNA D,KIRBY s ` i A 8.-3896-829 6 630 ii„:T POLE j W 8.122--61 .i�7' -.r1'�aj1 '�` e 4/iN/ 1 l .� i i * T.M.31-44 0.8. i348 ' . ,;- ., y1 Q.B.558--257,D.B.503--229. ., sr , -,„,. •_. ,.,. a c3 II.8.38fip-4 0.8.,495-4210.8.44A--99, s '�.�. ',� 15" " --CENTERL INE D.B.5068-2fi7 STAKE •;/ 0.B.305-523 suss P'.. IS S i5'4£'32'W • 34.79 `,4.t ' 'DOE. o.f 19 -- _.. '148.81 . POL IS cri IS OE IS (-' IF Of PARCEL G , Is 24. 30 ACRES t 507.12'4o°W (SUB CT TO CEMETERY RESERVED196.5i' F. 'TEA IN D.8.234-103 INSOFAR 1 : IT rci I a O M g d G C8 # �s I STATE ROUTE 743 "• n o B. 1� ADVANCE MILLS ROAD '+ co N e t i._ - i •. . . . % �_j —t38 PRESCRIPTIVE ESMT.) Nce o y U c..7 l T.M. o 5. 4, WELL. , ', _ j THOMAS $Z a. 0 "- ' sr :.. . ,` ti 15' - CENTERLINE 0.8.46Gi-D5.7; = 03. w �y o 1-STORY FRAME 10 lb. �- AMENT d •°04 . N79'44'54"W i a '• P, % • - 273.19' C5 - °v.,s. . . w cu t Pt3L. CEMETERY IF IS I5 ! ,r a 1 \ PM notvc t: 3�0 0 _ • co !1 f . A Dine;. ..............._. THE LAND USE NOTES SHOWN ON THIS PLAT BARE 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 ( [7431 AND THEIR APPEARANCE ON THIS PLAT IS NOT INTENDED TO IMPOSE THEM AS SUCH. ANY REFERENCE TO FUTURE DEVELOPMENT 0 ADVANCE RIGHTS SHOWN HEREON IS THEORETICAL. ONLY. MILLS A. T.M.31-44 IS ZONED RA (AIRPORT IMPACT AREA & FLOOD HAZARD OVERLAY) . ROAD B. PARCEL G IS ASSIGNED ONE DEVELOPMENT RIGHT AND MAY BE FURTHER DIVIDED. WHEN USED IT SHALL NOT TOTAL MORE THAN 3.00 ACRES. C. THE RESIDUE OF T.M.31-44 RETAINS TWO DEVELOPMENT RIGHTS AND MAY BE FURTHER DIVIDED. WHEN USED THEY SHALL GOOSE -_�1UUE NOT TOTAL MORE THAN 21.41 ACRES. CALL Y D. ACCORDING TO THE COUNTY OF ALBEMARLE GIS WEBSITE. PARCEL G AND THE RESIDUE OF T.M.31-44, EACH CONTAIN ROAD GLADTYLE A BUILDING SITE THAT COMPLIES WITH SECTION 4-2-1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. - LANE E. SETBACK REQUIREMENTS: 663 = 7iT,= FRONT= 75' (ALONG STATE ROUTE 743) BUCK SIDES= 25' MOUNTAIN REAR= 35' . ROAD F. THIS PROPERTY LIES WITHIN THE NORTH FORK RIVANNA INTAKE WATER SUPPLY WATERSHED. 660 G. ACCORDING TO THE COUNTY OF ALBEMARLE GIS WEBSITE, THIS PROPERTY DOES NOT LIE WITHIN AN AG-FORESTAL DISTRICT. ' EARLYSVILLE EARLYSVILLE H. UNDER CURRENT COUNTY POLICY. PUBLIC WATER AND/OR SEWER SERVICE WILL NOT BE AVAILABLE TO THIS PROPERTY. FOREST I. THE APPROXIMATE LOCATION OF THE STREAM & STREAM BUFFER SHOWN HEREON WAS TAKEN FROM THE ALBEMARLE DRIVE COUNTY GIS WEBSITE DATA AND SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. 743 NOTES: EARLYSVILLE ROAD 1. OWNER (S) & ADDRESS : THE DIRK G.DEHOOGE, SR.ESTATE DIRK G.DEHOOGE, JR., GUY M.DEHOOGE, FRANK R.DEHOOGE, DEBBY L.DEHOOGE, ELIZABETH A.DUNBAR AND DEANNA D.KIRBY 1385 RUNNING DEER DRIVE, KESWICK, VIRGINIA 22947 C/O ANITA DUNBAR 500 WESTFIELD ROAD VICINITY MAP SCALE: 1" = 2000'+/- CHARLOTTESVILLE. VIRGINIA 22901 2. BOUNDARY DATA SHOWN HEREON IS BASED ON A CURRENT FIELD SURVEY. 3. T.M.31-44 IS SUBJECT TO THE FOLLOWING: A. AN EASEMENT TO VIRGINIA ELECTRIC AND POWER COMPANY (D.B.268-348) . 8. AN EASEMENT TO VIRGINIA PUBLIC SERVICE COMPANY (D.B.243-16) . C. RESERVATION FOR GRAVEYARD (D.B.234-103) , 4. T.M.31-44 IS SUBJECT TO AN EASEMENT TO VIRGINIA TELEPHONE AND TELEGRAPH COMPANY INSOFAR AS IT MAY APPLY (D.6.356-157) . 5. NO TITLE REPORT FURNISHED. ALL EASEMENTS KNOWN BY ME ARE SHOWN OR NOTED HEREON. THIS PROPERTY IS SUBJECT TO ANY ADDITIONAL CONDITIONS, UTILITIES, EASEMENTS, AND/OR COVENANTS THAT MAY EXIST. APPROVED FOR RECORDATION 6. TOTAL ACREAGE OF T.M.31-44 BEFORE THIS RURAL SUBDIVISION PLAT: 52. 17 ACRES. 7. SHOULD AN OFFICIAL DETERMINATION OF PARCELS OF RECORD REVEAL THAT ADDITIONAL PARCELS ANO/OR DEVELOPMENT RIGHTS EXIST, THE INTENT OF THIS PLAT IS NOT TO COMBINE PARCELS OR EXTINGUISH DEVELOPMENT RIGHTS. AGENT FOR THE BOARD OF SUPERVISORS DATE RURAL SUBDIVISION PLAT PARCEL G, CONTAINING 24. 30 ACRES —4 RESIDUE OF TAX MAP 31 PARCEL 44, CONTAINING 27.87 ACRES THE PROPERTY OF THE DIRK G. DEHOOGE. SR. ESTATE DIRK G. DEHOOGE, JR. GUY M. DEHOOGE, FRANK R. DEHOOGE. DEBBY L. DEH000E, ELIZABETH A. DUNBAR AND DEANNA D. KIRBY -.101-THo .. LOCATED ON STATE ROUTE 743 (ADVANCE MILLS ROAD) o� FOR -PI, WHITE HALL MAGISTERIAL DISTRICT o3 REVIEW ` ALBEMARLE COUNTY, VIRGINIA 4 v ry SCALE: 1 = 200 ' DATE: AUGUST 23, 2017 BRIAN S.RAY Lic.No.002281 FOR THE DIRK G.DEHOOGE, SR. ESTATE ROGER W.RAY & ASSOC., INC. suicsi " 663 BERKMAR COURT CHARLOTTESVILLE, VIRGINIA 22901 TELEPHONE: (434) 293-3195 GL RAYSURVEYING.COM SHEET 1 OF 3 8981H Si VPIOVIP THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, PARCEL G, CONTAINING 24.30 ACRES, A PORTION OF T.M.31-44, IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNER(S), PROPRIETORS, AND/OR TRUSTEES, IF ANY. DIRK G.DEHOOGE, JR. GUY M.DEHOOGE FRANK R.DEH00GE CITY/COUNTY OF_ CITY/COUNTY OF CITY/COUNTY OF STATE OF STATE OF STATE OF THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS _ DAY OF _ BEFORE ME THIS DAY OF BEFORE ME THIS DAY OF 2017, BY DIRK G.DEHOOGE, JR. 2017. BY GUY M.DEHOOGE 2017. BY FRANK R,DEHOOGE FOR: GUY M.DEHOOGE AND AS PERSONAL REPRESENTATIVE OF THE ESTATE OF DIRK G.DEHOOGE NOTARY PUBLIC # NOTARY PUBLIC # NOTARY PUBLIC # MY COMMISSION EXPIRES : MY COMMISSION EXPIRES : MY COMMISSION EXPIRES : NOTARY SEAL NOTARY SEAL NOTARY SEAL DEBBY L.DEHOOGE ELIZABETH A.DUNBAR DEANNA D.KIRBY CITY/COUNTY OF . CITY/COUNTY OF _ CITY/COUNTY OF STATE OF STATE OF STATE OF THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF _ BEFORE ME THIS DAY OF BEFORE ME THIS DAY OF 2017. BY DEBBY L.DEHOOGE 2017. BY ELIZABETH A.DUNBAR 2017. BY DEANNA D.KIRBY FOR: ELIZABETH A.DUNBAR AND AS PERSONAL FOR: DEANNA D.KIRBY AND AS PERSONAL REPRESENTATIVE OF THE ESTATE OF DIRK G.DEHOOGE REPRESENTATIVE OF THE ESTATE OF DIRK G. OEHOOGE NOTARY PUBLIC # NOTARY PUBLIC # NOTARY PUBLIC # _. MY COMMISSION EXPIRES : MY COMMISSION EXPIRES : MY COMMISSION EXPIRES : SHEET 2 OF 3 NOTARY SEAL NOTARY SEAL NOTARY SEAL B981H T.M. 1:9--25 LINE DELTA RADIUS ARC TANGENT CHORD CHORD BEARING 4APHIC SCALE 1"=200' ANN HUCKLE MALLEK REVOCABLE TRUST AGREEMENT. DATED APRIL 20. 2011 Ci 12'21'26" 1010.43 217.92 109.39 217,50 S12'19'41"W IS 0.8.4024-451. 0.8.3674-511 & 0.B.304-76 PLAT C2 3'558 55" 996,82 69.28 34,65 69.26 S14"39'30'W yf K _"�.. ' C3 5'27`23" 996.82 94.93 47.50 94.89 SO9'S6'21"W 0 200400 IF AT S7fi'56'3.1"E 654.76` T.M.31-44H 28.59• ... .�� C4 25'39'O3"�713.30 `319.34 162.39 326,68 S20.02' 12"W .,= PARCEL M E C5 2'27'22" 1366.94 58.60 29.30 58.59 S34"05'24"W •��'. R08ERT J.DYER & j/';:;= cwi `ro='i OE NISE E,MEYER C6 10 '28'44' 1366.94 250,00 125.35 249.65 S40.33'27"W . �'`: = `'' D.8.4337--286 vc*i 1907-•286 & 287 PLAT ` I RESIDUE s i 1 2 �' , D.-:::-, T.M.31-44 S79 wise 673.24' IF 1 S06'OB`57"W T.M.31-44A1 } 130. 17' GARY P.W000SON & si axo,y,7, l' •. a FENCCE KATHLEEN E.W00DSON 1r: i g ::�':'� 27. 87 ACRES � ._ D.B. i537-266, 268 PLAT DIRK s.DEH00GE, sR.ESTATE oE` ;.. } 0.8. 1234-16fi DIRK G.DEHOOGE, JR., GUY M.OEHOOGE. 0.8.1068-2.67 PLAT -. ,(L = FRANK R.DEHOUGE. DEBBY L.DEHOOGE. IS, l s ,q) I . ., ELIZABETH A.DUNBAR AND DEANNA D.KIRBY t .� " ' 1 D.8.3896-629 & 630 • 1T POLE / 9 i . , se Ede E'�e°•° : c 11 T.M,31-44A N.B. 122-61a 14,, i :.x v O.B. i348-- - = ,.-, ; �-- - �`*. ,�+ 1 JEFFAEY L.CHISHOLM 0% ` D.B,558-257, D.B.503-229, sr ,,. .,, i,G.. • c� 1 D.8.3860-400 / 0.13.495-4210.B.444-99, STAKE %, % ..g J 15' 1'•--CENTERLINE 0.B.1068-267 PLAT IF D.B.305-523 s -� Bruce , IS. 1 515'46.32"W n / £ i68.4 A i ti 34.79' yi4a.8i • SQ I . IS 1 IS DENOTES IRON SET. I Z i'. E aP$ a.) IS C.) 1 IF DENOTES IRON FOUND. ��' Z IS } DENOTES APPROXIMATE LOCATION os`a PARCEL Q• 1 OF AREA WITHIN ZONE A(100 YEAR '�c \ 24. 30 ACRESFLOOD PLAIN) ACCORDING TO THE T.M. 1-44C n' (SUBJECT TO CEMETERY RESERVED Q' 50196 51' W : FIRM FLOOD INSURANCE RATE MAP RICHARD A.POTT & , \\ AND EXCEPTED IN 0.8.234-103 INSOFAR N } (COMMUNITY PANEL 510006 01400) JANITH M.POTT 1 AS IT MAY APPLY) 1 EFFECTIVE ?ATE FEBRUARY 4. 2005. 4.D.8.4705-166 IF IS D.8. 1351-55 PLAT SOPTT4 1 STATE MOLLS R743 mawm..0 ADVANCE' • • .-: • ' - . 11 (30'PRESCRIPTIVE ESMT..) WELL• ! , a t ` . sr 1 ., �F'Y�,�a ©d• -45 0). v 1 BRENDAMA.TAYLOR & j tt �t�, , �, WELL* THOMAS SIDNEY TAYLOR i44Ed 2 ,c �` �1 ` f 0.8.4674-421 T,M.3i-44E ram•. l:t'p It.,„ 1-STORY FRAME '1`s►p i5` CENTERLINE 0.8.466 1-157, 166 THRU 168 PLAT 9 3896--6299 630 PLAT , V"� � BLOCK BASEMENT ST'" _ rho 09 ; Is HEALTH DEPARTMENT W.8. 122-613 ry ,R PO!_ ,>' 8'r N7273.19' W / C5 COPY D.B.558-259 PLAT cn CEMETERY IF IS 1 NOT FOR RECORDATION D.B 305-5c3 \.•) 9 - IS / '9 GRAVEL , 2 M ,. / FOR T.M.31-4a4F .(5. ' POLE DRIVE • t9 9 ro. FRAME .'�� 3 ,-•,`S+o. , // ,/ REVIEW TRUSTPHILI T_SPEASMAKER REVOCABLE4AKER a/ F�FENC BLDG. , IF �4jA,�2 . 44E165' • / •TRUST AND JULIE B.SPEA5MIAKERREVOCABLE TRUST IF .,: ` ,,,- SCALE: = 20Q D.B_4646-713 ti ti t Qo. '=.,, ` IF . / T' Scale 1"=200' •- Soil Profile Hole T AUGUST j� 0.8.620-91 rn \ �o u' / DATE: T 23. 2017 poi -� IF 89 •�,. �b,Z � ' '`` `l'S .."'vd.0, IS f/ �,� House,Well and Drain Field Sites co to _ 't 5 '�+ s �S,;• '•T�,� s,; > ! , Parcel G and Residue IF °› '"' �°� S 6" F / / A Division of Tax Ma 31-44 ROGER W•RAY & ASSOC.. INC. T I.M N.31-44D __ tool IF ' . / T.M.318-: P 663 BERKMAR COURT FRANKLIN R.DEH000E �- 4e,f 4, •`Zq. 14401 • . 'V . t\ IF >> /.f' , LOT 171 Albemarle County,Virginia tHARLOTTE5VILLE VIRGINIA 22901 . & JANE H.DEHOOGE T.M,3i�•44C �,� '9• ��Ln' \ 9{ '��rQ•t •O-'. / /, j\--•T.M.3l8• Steve Gooch Consulting Geologist TELEPHONE:RAYSURV(EYING.COh131 95 D.8, 134.8-489. y T.M.31-44G . '' \ 486 & 487 PLAT RICHARD A.POTT & •01:v. 'g' LOT 1' 703 Oliver Creek Road JANITH M.POTT h' DIRK G.DEHOOGE, . , IS D.B. 1216-293 D.8.4705-ifi6 IF . D.B, i 348-483. ;; i Tro ,Virginia 22974 0.8.558-259 PLAT D.B. 1351-55 PLAT \486 & 487 PLAT IF , /./ '` 17 T.L,T17474 SHEET 3 OF 3 8981H LOT GRAPHIC SCALE 1 "=200 ' T.M. 19-25 LINE DELTA RADIUS ARC TANGENT CHORD CHORD BEARING ANN HUCKLE MALLEK REVOCABLE TRUST AGREEMENT, DATED APRIL 20, 2011 C1 12 °21 '26" 1010.43 217.92 109. 39 217.50 S12 °19' 41"W MI = NM im111=1ii D.B. 4024-451, D. B. 3674-511 & D.B.304-76 PLAT IS / C2 3 °58'55" 996.82 69.28 34.65 69.26 514 '39' 30"W 0 200 400 -- r x �c x oIF T. M. 31-44H C3 5 °27'23" 996.82 94. 93 47. 50 94.89 SO9 °56' 21"W IF AT S76 °56 ' 31"E 654.76' 28.59' 3 PARCEL E C4 25 °39'03" 713. 30 319.34 162.39 316.68 S20 °02' 12"W o C5 2 °27'22" 1366. 94 58.60 29. 30 58. 59 S34 °05' 24"W i. ROBERT J.MEYER & rn +' DENISE E. MEYER C6 10 °28'44" 1366.94 250.00 125. 35 249. 65 S40 °33' 27"W Z m D.B. 4337-286 9 tip • '• ° m D.B. 1907-286 & 287 PLAT �, II o ,� + �4'fl : RESIDUE ��`� o `O �P.' T . M° 31-44 IF S79 °59' 16"E 673.24' IF I S06 °08'57"W T.M. 31-44A1 9 130. 17' GARY P.WOODSON & Ei , 27 . 87 ACRES o--- -- FENCE I KATHLEEN E.WOODSON Z �, DIRK G.DEH000E, SR.ESTATE / D.B. 1537-266, 268 PLAT DIRK G. DEHOOGE, JR., GUY M.DEHOOGE, I D.B. 1234-166 0.B. 1068-267 PLAT 2� FRANK R. DEHOOGE, DEBBY L. DEHOOGE, PROPOSED IS I © ELIZABETH A. DUNBAR AND DEANNA D.KIRBY SEPTIC °^, V DRAINFIELD D.B.3896-629 & 630 PLAT AREA FLAG#8 POLE ` pp /<c� I W. B. 122-613, D.B. 1907-284, :'0 560.0 T.M. 31-44A I �' • D. B. 1348-489, D.B. 1348-483, STA�. S LAG I JEFFREY L. CHISHOLM N 1 D.B.558-257, D. B.503-229, s�� FLAGi9 o Z I D.B. 3860-400 // D. B. 495-42MD. B. 444-99, s FAKE° 9 Q�, 15' �—CENTERLINE D.B. 1068-267 PLAT co IF D.B. 305-523 STAKE° `��S6 , \ FLAG#7 L 5 o / STAKE ° se sb\ �� IS, S15 °46'32"W c) / N65 °J5,3 E=566.4 56,E STAKE STAKE j 34.79' 4"w . o,y IS„ __ CU • ° STAKE j U I I 1148. 81 ' ES°i66E4 IS" I IS DENOTES IRON SET. Z� POLE �,� o • I IF DENOTES IRON FOUND. nN IS �o `..• PARCEL G IS I DENOTES APPROXIMATE LOCATION N o I OF AREA WITHIN ZONE A (100 YEAR 24 . 30 ACRES i S07 °12'40"W FLOOD PLAIN) ACCORDING TO THE T.M. 31-44C rn (SUBJECT TO CEMETERY RESERVED °' 196. 51 ' FIRM FLOOD INSURANCE RATE MAP RICHARD A.POTT & AND EXCEPTED IN D.B. 234-103 INSOFAR 0 (COMMUNITY PANEL 510006 0140D) JANITH M.POTT AS IT MAY APPLY) EFFECTIVE DATE FEBRUARY 4, 2005. D.B.4705-166 IF \ PROPOSED IS ' D. B. 1351-55 PLAT SEPTIC STATE ROUTE 743 DRAINFIELD AREA ADVANCE MILLS ROAD 0 (30 'PRESCRIPTIVE ESMT.) WELL• ,p (STAKE#1 V '�` y s 6 ° co c- I T.M. 31-45 Fps\ oo s9a STAKE 5 / BRENDA A.TAYLOR & 44E / \�•�o� cSj, WELL. s9�o--\6 \\°5 KEN2 / THOMAS SIDNEY TAYLOR T� 9 STAKE#4`, \ • ti 15' CENTERLINE D.B. 4674-421 T.M. 31-44E F 1-STORY FRAME / \ TO. D.B. 4661-157, 166 THRU 168 PLAT DIRK G.DEHOOGE, SR. ESTATE `S0 •OC',9 9'ti & BLOCK WITH STAKE#3 IS W6, IS / D.B.38W.B.122-6130 PLAT 0J' \.��� �GT BASEMENT 009d.� N72734194 W / C5 HEALTH DEPARTMENT COPY D. B.558-259 PLAT F POLE CEMETERY IF.. - IS / NOT FOR RECORDATION D.B.305-523 cs \`5->s 9 IS / o '<'` GRAVEL �2, 4' 91 / FOR T.M. 31-44F v�, POLE DRIVE p O ° 9 9 co PHILIP T.SPEASMAKER REVOCABLE \F FRAME IF ,�Z,y(O �c�9 6.990.9�' (' // REVIEW TRUST AND JULIE B. SPEASMAKER FENCE BLDG. (<0 2 9)6 REVOCABLE TRUST N •, IF ` 7 s 44E T.M. 31B-177 �C. �. q�° SCALE: 1 " = 200 ' D.B. 4646-713 ti .1 q IF / •D.B.620-91 d- \ IF,.�'0 0 6 A\ vv�'.;,•, �s IS / � LOT 177 �� �P DATE: AUGUST 23, 2017 4)(ooi + - •e9 1 h' °c)2 g�• 2c'6`, <%1, `SG\ 96\ 0. / OQ��Q 44D n� �1 �0 ss s v, ,T�v. /x �`L�0,)22 IF ,. 5 1 6T° \ �, cROGER W.RAY & ASSOC. , INC. T. M. 31-44D ,c 0 to°� IF Q3• T / T. M.316-176 0 �,,Q` 663 BERKMAR COURT FRANKLIN R.DEHOOGE Nqq° F/1/, .,/, 44D 4, `S17 c , ;TO IF /.' LOT 176 0•Jti CHARLOTTESVILLE, VIRGINIA 22901 & JANE H.DEHOOGE h '-> T ',', .o �. J�2ti TELEPHONE: (434) 293-3195 T. M. 31-44C �',j )'6 p DIRK 9s 9.� ' /� T.M. 31B-175 �.,"�D. B. 1348-489, q T.M. 31-44G ,0) fit, �; �C P P RAYSURVEYING.COM 486 & 487 PLAT RICHARD A.POTT & . 099 4, G.DEHOOGE, JR. •9 ' //� LOT 175 9 0-/)h JANITH M. POTT 6, / IS 0 D. B. 1216-293 D.B. 4705-166 IF D. B. 1348-483, D.B. 558-259 PLAT D. B. 1351-55 PLAT \486 & 487 PLAT IF-- , /' �T.LOTM. -174 p0 SHEET 3 OF 3 8981H GL i/ LOT 174