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HomeMy WebLinkAboutSUB201900110 Assessment - Groundwater 2019-06-26 Steve Gooch STEVE GOOCH spgooch.geologist@gmail.com C.P.G./O.S.E CONSULTING GEOLOGIST, INC. Phone: 434-531-0487 703 Oliver Creek Rd. Troy, Virginia 22974 June 26, 2019 Mariah Gleason County Of Albemarle Dept. Of Planning and Community Development 401 McIntire Rd Room 227 Charlottesville, VA 22902-4579 Re: Proposed Drain Field Sites Parcel I and Residue A Division of Tax Map 31-44G1 Albemarle County SUB 201900110 Dear Mariah: Enclosed are three (3) copies of the soils work associated with the proposed drain field sites for each of the above-referenced properties. We request that you forward two (2) copies of each report to the Charlottesville-Albemarle Health Department for their review. Also enclosed is the application for subdivision review form. If you have any questions, please do not hesitate to call. Sincerely, Steve Gooch Consulting Geologist, Inc. '`2v.e- Steve Gooch Encl. Commonwealth of Virginia VDH Use Only a Health Department ID# Application for Subdivision Review Due Date (Page 1 of 2 to be filled out by the Owner or Agent) Owner The Dirk G.Dehooge, Sr.Estate c/o Anita Dunbar Phone (434)981-1421 Mailing Address 500 Westfield Road Phone Charlottesville,VA 22901 Fax Developer/Agent Steve Gooch Phone (434)531-0487 Mailing Address 703 Oliver Creek Road Phone Troy,VA 22974 Fax AOSE Steve Gooch Phone (434)531-0487 Mailing Address 703 Oliver Creek Road Phone Troy,VA 22974 Fax Directions to Property: From Earlysville take Advance Mills Road property on left between 4658 and 4801 Advance Mills Road Name of Proposed Subdivision Tax Map 31-44G 1 Other Property Identification Dimension/Acreage of Property 24.87 Ac. Number of lots proposed 2 Proposed water source(note:new or existing,public or individual) new, individual General size of lots 3.87 Ac.+21 Ac. (give range if appropriate) Additional description of subdivision Overview of soils and geology(optional but encouraged) In order for VDH to process a subdivision application you must attach a plat of the property showing the location of the proposed onsite sewage disposal systems and the reserve absorption areas(if required)and the location of the water supply system on each lot,if applicable. Each plat or subsection of a subdivision shall be accompanied by specific soil information for each lot(absorption area and reserve area). If not provided by the local subdivision ordinance,the district or local health department may require the plat to show streets,utilities,storm drainage,water supplies,easements,lot lines,and original topographic contour lines by detail survey or other information as required. When the AOSE site evaluations are reviewed,the property lines,building location and the proposed well and sewage system sites must be clearly marked and the property sufficiently visible to see the topography,otherwise this application will be denied. I give permission to the Virginia Department of Health(VDH)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 an Authorized Onsite Soil Evaluator(AOSE)or a Professional Engineer(PE)as necessary until the sewage disposal system has been constructed and approved. `21--upe- ir - 6/2cfbti Signature of Owner/Agent Date Commonwealth of Virginia }{ealthDepattrn�DHUseOnty Application for Subdivision Review Due Date (page 2 of 2 to be filled out by the county official requesting a VDH review) County Office initiating request Contact Individual Phone I oral offices of the Virginia Department of Health may review subdivision applications for compliance with state rules and regulations governing sewage treatment and dispersal and private water supplies,compliance with local ordinance governing sewage treatment and dispersal and private water supplies and potentially for compliance with other local ordinances. Please indicate the nature of review you are asking the health department to conduct. 1. Review for conformance with the Sewage Handling and Disposal Regulations 2. Review for conformance with local onsite wastewater ordinances 3. Other(describe below) Name and title of requestor Date OSE Form F Revised 7/02/09 Soils Study for Drain Field Sites Parcel I and Residue A Division of Tax Map 31-44G1 Albemarle County Prepared for; The Dirk G. DeHooge, Sr. Estate c/o Anita Dunbar 500 Westfield Road Charlottesville, VA 22901 Prepared by: Steve Gooch Consulting Geologist, Inc. 703 Oliver Creek Road Troy, Virginia 22974 June 24, 2019 Page 1 of 5 OSE/PE Report for: Construction Permit Certification Letter J I Subdivision Approval El Property Location: 911 Address: City: Lot I Section Subdivision GPIN or Tax Map# 31-44G1 Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: The Dirk G. Dehooge, Sr. Estate do 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 6/24/19 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): nstruction permit!: certification letter subdivision approval�✓ be(select one)issued!: denied U OSE/PE Signature Date puss a df'S Soil Profile Parcel I A Division of Tax Map 31-44G1 Advance Mills Road Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 1 0-5 A Gray(10YR 5/1) sandy loam, friable 2 5-26 Bw Yellowish brown(10YR 5/8) sandy loam, friable 2 26-48 Cl Dark yellowish brown(10YR 4/6)sandy loam,massive, 2 friable 48-84 C2 Reddish yellow(7.5YR 7/6) loamy sand, massive, friable 1 2 0-6 A Dark gray(10YR 4/1) loam, friable 2 6-14 A2 Brown(7.5YR 5/4) sandy clay loam, friable 2 14-43 Bt Reddish brown(2.5YR 5/4) silty clay loam, firm 3 43-57 Cl Light reddish brown(5YR 6/4) sandy loam, massive, 2 friable 57-84 C2 Light yellowish brown(10YR 6/4) sandy loam, massive, 2 friable 3 0-4 A Dark gray(10YR 4/1) loam, friable 2 4-12 A2 Brown(7.5YR 5/4) sandy clay loam, friable 2 12-36 Bt Red (10R 5/8) silty clay loam, firm 3 36-54 Cl Yellowish red(5YR 5/8) sandy clay loam, friable 2 54-84 C2 Yellowish brown (10YR 5/8) sandy loam, massive, friable 2 4 0-4 A Dark gray(10YR 4/1) loam, friable 2 4-8 A2 Brown(7.5YR 5/4) sandy clay loam, friable 2 8-30 Bt Red (10R 5/8) silty clay loam, firm 3 30-84 C Brownish yellow(10YR 6/8) loam, massive, friable 2 5 0-4 A Brown(7.5YR 5/4) clay loam, friable 3 4-14 Bt Red(2.5YR 4/8) silty clay loam, firm 3 14-40 BC Yellowish red (5YR 5/8) sandy clay loam, friable 2 40-84 C Brownish yellow(10YR 6/8) sandy loam, massive, friable 2 Page 3 of L7 Appendix 2 Soil Summary Report GENERAL INFORMATION Date 7/29/17 Submitted to Albemarle County Health Department Applicant Dirk G. DeHooge Estate c/o Anita Dunbar Telephone Number (434) 981-1421 Address 500 Westfield Road Charlottesville, VA 22901 Owner same Address same Location 4658 Advance Mills Road Tax Map 31-44G1 Subdivision Block/Section Lot I SOIL INFORMATION SUMMARY 1. Position in landscape satisfactory? 1 Yes l No Describe shoulder 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) Fx No f Yes inches Free water present IX No f Yes range in inches Soil percolation rate estimated FX Yes Texture group I © III IV f No Estimated rate 45 min/inch 7. Permeability test performed r Yes Fx No If yes, note type of test performed and attach Fx Site Approved: Drainfield to be placed at 60" depth at site designated on permit. r Site Disapproved: Reasons for rejection: 1. r Position in landscape subject to flooding or periodic saturation. 2. r Insufficient depth of suitable soil over hard rock. 3. r Insufficient depth of suitable soil to seansonal water table. 4. r Rates of absorption too slow. 5. r Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. r Proposed system too close to well. r Other Specify (attach additional pages if necessary) p4 - Yoc — 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, 0 only the primary area, 0 only the reserve area(check one)for Parcel I- A Division of TM 31-44G 1 Design Basis Total length of available area: 100' Total width of available area: 85' Estimated Pere. Rate: 45 at 60" in.(depth) Number of bedrooms(or GPD): 4 Conveyance Method: Gravity Distribution method (specify): Gravity 3c Dispersal system basis GMP 135 LGMI required? No (Yes/No) Effluent quality required: Primary (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 344 Total trench bottom area required:2064 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. Page of AOSE Form E Revised July 18,2007 Pq,(-c&Fc ARC TANGENT CHORD CHORD BEARING 217. 92 109.39 217.50 S12 '19'41"W DENOTES APPROXIMATE LOCATION OF AREA WITHIN ZONE A (100 YEAR 69.28 34.65 69.26 S14 '39'30"W FLOOD PLAIN)ACCORDING TO THE 94. 93 47.50 94.89 SO9 '56'21"W FIRM FLOOD INSURANCE RATE MAP 102.94 51.56 102.85 Sii '20'44"W (COMMUNITY PANEL 510006 0140D) EFFECTIVE DATE FEBRUARY 4, 2005. IF DENOTES IRON FOUND. T.M. 19-25 IS DENOTES IRON SET. 976 '56'31"E 654.76' _-'~-- ------- --------- ---- ---- T.M.31-44A1 TPARCEL4EH 1 6- 78 . m T M. 3 i-44G i PROPOSED 130. 17' WELL SITE S79'59' 16"E 673.24' - t S06'O8'57"W Q DIRK G. DEHOOGE. SR. ESTATE �,„�, _.".r.----.--------- A. DIRK G.DEHOOGE, UR., GUY M.DEHOOGE, • FRANK R.DEHOOGE, DEBBY L.DEHOOGE, i vA� r ` ELIZABETH A.DUNBAR AND DEANNA D.KIRBY 0.8.5163-437-B. 437-C & 437-C PLAT I ' 0.B.4973-17, 21 THRU 23 PLAT oAAinFZELo t/ W.B. 122-613, 0.B. 1907-284, (stAaT00003s) Fuss Prn F , O.B. 1348-489, D.B. 1348-483. PROPOSED`_,,,,, > eE-S60.0 PROPOSED DRAIN FIELDSIIF. 0.B.558-257, D.B. 503-229, HOC SE SITE v / sr �` ‘`yFLA6 PRINIAR''AND RESERVE) T.M. 0.8. 495-42M0.8.444-99, 2 D.B.305-523 STAKE %�� � G�9 4 './ 15'-''i hi—CENTERLINE RESIDUE 21.00 ACRES srAK� �� ���� 6#7 �`'STAKE e' ra' S 15 '46'32"W E■866.4 4,'STAKE j _ _ •/34.79' r\ ,.STAKE 44 5.34..�, • 1/48.81 , .\ TAKE J �• 1 STAKE North 394; ............ E-555.4 POLE 522. 14 IS East 1149: - 46. 1�9 $1 ` -tea 7� IS 588'51 N6w LINE U IF North 3947547 IF PROPOSED DRAIN FIELD SITE East 11491215 PROPOSED .,FLAG 2 t (PRINIARI'AND RESERVE) HOUSE SITE , FL 3 pa',st 4,‘\, FLAG 5 1 SO 7 '12'4 3`ri NO1 '46'02"W aROP �0,..4-;' 196.51 ' 254.24' „e o o,i1 IA FLAG I 1 ALA6 '' PARCEL I IF North 3947293 • v East 11491222 , , Tr- 3. 87 ACRES STATE T.M. 31-44G2 N71 • ADVANC PARCEL G PROPOSED EO LO ED 37 23" .5 2. 18' IF 1 (30 'PRESt THOMAS A.OICKERSON 0.8.4973-17, 21 THRU 23 PLAT , T.M.31- 1 North 394: PARCEL .N `, if, East 1149' THOMAS A.DI CKEF PROPOSED DRAIN FIELD Si I 163-429, (BY OTHERS) Scale 1"=200' - Soil Profile Hole 437-C I. House, Well and Drain Field Sites D PLAT 7/ Parcel I T A Division of Tax Map 31-44G 1 a_ _ % /- / 0,B. 4E RA :C SCALE 1 "=200 ' Albemarle County, Virginia ,' // Steve Gooch Consulting Geologist / / 703 Oliver Creek Road • ' 200 400 60( Troy, Virginia 22974 /, Residue Tax Map 31-44G 1 Albemarle County Drain field and reserve area for residue (Tax Map 31-44G1)approved per SUB201700036 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 743 AND THEIR APPEARANCE ON THIS PLAT IS NOT INTENDED TO IMPOSE THEM AS SUCH. ANY REFERENCE TO FUTURE DEVELOPMENT ADVANCE RIGHTS SHOWN HEREON IS THEORETICAL ONLY. MILLS A. T.M.31-44G1 IS ZONEO PA (AIRPORT IMPACT AREA & FLOOD HAZARD OVERLAY) . ROAD B. PARCEL I IS ASSIGNED ONE DEVELOPMENT RIGHT AND MAY NOT BE FURTHER DIVIDED. Rk'S C. THE RESIDUE IOUF D. ACCORDING OF 4 DEVELOPMENT RIGHTS O BET FURTHER DIVIDED. TO THE COUNTY OF ALBEMARLEG1 HAS NO GISWEBSIEDATA, PAARCEL IANDTHERESDUEOFFT.M.31-44G1, EACH CONTAIN GOOSE A BUILDING SITE THAT COMPLIES WITH SECTION 4.2. 1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. CALL SITE -- GLADTYLE E. SETBACK REQUIREMENTS: ROAD LANE FRONT= 75' (ALONG STATE ROUTE 743) 663 SIDES= 25' BUCK REAR= 35' . MOUNTAIN F. THIS PROPERTY LIES WITHIN THE NORTH FORK RIVANNA INTAKE WATER SUPPLY WATERSHED. ROAD G. ACCORDING TO THE COUNTY OF ALBEMARLE GIS WEBSITE DATA, THIS PROPERTY DOES NOT LIE WITHIN AN AG-FORESTAL 660 DISTRICT. H. UNDER CURRENT COUNTY POLICY, PUBLIC WATER AND/OR SEWER SERVICE WILL NOT BE AVAILABLE TO THIS PROPERTY. ' EARLYSVILLE EARLYSVILLE I. THE APPROXIMATE LOCATION OF THE STREAM & STREAM BUFFER SHOWN HEREON WAS TAKEN FROM THE ALBEMARLE FOREST COUNTY GIS WEBSITE DATA AND SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION DRIVE ORDINANCE. 7431 EARLYSVILLE NOTES: 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 VICINITY MAP - SCALE: 1" = 2000'+/- C/O ANITA DUNBAR 500 WESTFIELD ROAD, CHARLOTTESVILLE, VIRGINIA 22901 2. THE BOUNDARY DATA SHOWN HEREON FOR PARCEL I, CONTAINING 3.87 ACRES, IS BASED ON A CURRENT FIELD SURVEY. ALL OTHER BOUNDARY DATA SHOWN HEREON WAS TAKEN FROM PLATS BY THIS FIRM, RECORDED IN D.8.4973-21 THRU 23 AND D.B.5163-437-B, 437-C & 437-D AND WAS NOT RESURVEYED THIS DATE. 3. T.M.31-44G1 IS SUBJECT TO THE FOLLOWING: A. AN EASEMENT TO VIRGINIA ELECTRIC AND POWER COMPANY (0.8.268-348) . B. RESTRICTIONS/ AS DEFINED IN D.8.5020-430. 4. T.M.31-44G1 IS -°SUBJECT TO AN EASEMENT TO VIRGINIA TELEPHONE AND TELEGRAPH COMPANY INSOFAR AS IT MAY APPLY (D.B.356-157) 5. NO TITLE REPORT FURNISHED. ALL EASEMENTS KNOWN BY ME ARE SHOWN OR NOTED HEREON. THIS PROPERTY IS SUBJECT APPROVED FOR RECORDATION TO ANY ADDITIONAL CONDITIONS, UTILITIES, EASEMENTS, AND/OR COVENANTS THAT MAY EXIST. 6. ACREAGE OF T.M.31-44G1 BEFORE THIS SUBDIVISION PLAT: 24.87 ACRES. 7. 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 PARCELS OR EXTINGUISH DEVELOPMENT RIGHTS. AGENT FOR THE BOARD OF SUPERVISORS DATE SUBDIVISION PLAT PARCEL I, CONTAINING 3. 87 ACRES A PORTION OF TAX MAP 31 PARCEL 44G1 THE PROPERTY OF THE DIRK G. DEHOOGE, SR. ESTATE DIRK G. DEHOOGE, JR. , GUY M. DEHOOGE, FRANK R. DEHOOGE, DEBBY L. DEHOOGE, ELIZABETH A. DUNBAR AND DEANNA O. KIRBY O�4.1VpLT$OAp LOCATED ON STATE ROUTE 743 (ADVANCE MILLS ROAD) FOR 4 WHITE HALL MAGISTERIAL DISTRICT REVIEW c1, ALBEMARLE COUNTY, VIRGINIA 5 SCALE: i = 200 ' DATE: JUNE 18, 2019 BRIAN S. RAY Lic.No. 002281 FOR THE DIRK G.DEHOOGE, SR. ESTATE • Lq�,,� ` ROGER W.RAY & ASSOC., INC. "`�S AOr 663 BERKMAR COURT CHARLOTTESVILLE, VIRGINIA 22901 TELEPHONE: (434) 293-3195 GL RAYSURVEYING.COM SHEET 1 OF 3 8981K THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, PARCEL I. CONTAINING 3.87 ACRES, A PORTION OF T.M.31-44G1, 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.DEHOOGE 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 2019. BY DIRK G.DEHOOGE, JR. 2019. BY GUY M.DEHOOGE 2019. BY FRANK R.DEHOOGE, SR 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 : QV Q�� Q� NOTARY SEAL NOTARY SEAL NOTARY SEAL DEBBY L.DEHOOGE ELIZABETH A.DUNBAR DEANNA D.KIRBY CITY/COUNTY OF CITY/COUNTY OF STATE OF CITY/COUNTY 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 2019. BY DEBBY L.DEHOOGE 2019. BY ELIZABETH A.DUNBAR 2019. 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. DEHOOGE NOTARY PUBLIC # NOTARY PUBLIC # NOTARY PUBLIC # MY COMMISSION EXPIRES : MY COMMISSION EXPIRES : MY COMMISSION EXPIRES : ex rNJ <<" (e4 /.+ 4 ' 2' N/ NOTARY SEAL SHEET 2 OF 3 GL NOTARY SEAL NOTARY SEAL 8981K LINE DELTA _ RADIUS ARC TANGENT CHORD CHORD BEARING DENOTES APPROXIMATE LOCATION Cl 12 '21'26" 1010.43_ 217.92 109.397 217.50 S12'19'41"W :1.:::::::::::::::. DENOTES OF AREA WITHIN ZONE A (100 YEAR C2 3 .58'55" 996.82 69.28 34.65- 69.26 S14 '39'30"W FLOOD PLAIN) ACCORDING TO THE C3 5 '27'23" 996.82 94.93 47.50 94.89' S09'56'21"W FIRM FLOOD INSURANCE RATE MAP C4 8'16'O7' 713.30 102.94 51.56 102.85 S11 '20'44"W (COMMUNITY PANEL 510006 01400) EFFECTIVE DATE FEBRUARY 4, 2005. 9 0 IF DENOTES IRON FOUND. a T.M. 19-25 IS DENOTES IRON SET. Z S76 'S6'31"E 654.76' i-r- - - -- -- -- -- ---- T.M.31-44A1 IGO ,� !! i ; T.M.31-44H t \ o- PARCEL E Scale 1"=200' •- .::. :: + Q Soil Profile Hole l::f ! i�0) House, Well and Drain Field Sites• o;::: : �,Q v , 1 Parcel I and Residue Us � vcv -a ,,, .:::f::: J� A Division of Tax Map 31-44G 1 c� ' m T. M. 31-44G 1 PROPOSED 673.24' 1 S06 'o8'S7'W T.M.31-44C �! " Vf'ELL SITE S79'S9' 16'E __ _ Albemarle County,Virginia Q DIRK G.DEHOOGE, SR.ESTATc �, Steve Gooch Consulting Geologist ,`4C" DIRK G.DEHOOGE, JR., GUY M.DEHOOGE, \\4111 703 Oliver Creek Road .w!:-:' ' co FRANK R.DEHOOGE, DEBBY L.DEHOOGE, PREVIOUSLY A • APPROVED�h •: is, ELIZABETH A.DUNBAR AND DEANNA D.KIRBY Troy,Virginia 22974 0 ; �, D.B.5163-437-B, 437-C & 437-C PLAT oaiN SEPTIC o 1� ,,,, I D.8.4973-17, 21 THRU 23 PLAT Pni V. t W.B. i22-613, D.B. i 907-284, PROPOSED 70\ , E•560.o PROPOSED DRALN FIELD SITE moo' 0.8. i348-489, 0.8. 1348-483, HOUSE SITE RLIIARY ANDRESERVE) T.M.3i-44A 0.8.558-257, D.B.503-229, �� < (P _ THIS PLAT NOT FOR RECORDATION i I 0.B.495-42M0.B.444-99, sT . `�•. ,� FLAG" 0,2 15' 61 D.B.305-523 sT •� ,�--CENTERLINE COPY SHOWING CONTROL POINTS __.�1' RESIDUE= 21.00 ACRES STAKE ` Q� i P S15 •46 32"w TO SUBMETER ACCURACY ��.- . _ E•566.4 *` , !sips, o _ 34.79' TIED TO NORTH AMERICAN + N65'Ss`''- _ 114 TAKE CV -` DATUM OF 1983 (NA083) t J 1 North 3947518 4 W - 8-.4,.___ E 4 Pp� 522.1.Qs IS East 11491779 VIRGINIA SOUTH SPC 1195 54�~''� 70. IS S�•5, NEri LINE v 1 IF North 3947547 IF PROPOSED DRAIN FIELD SITE East 11491215 PROPOSED 1\FLAG 2 (PRIMARY AND RESERVE) HOUSE SITE HEALTH DEPARTMENT COPY • ' 3 ,gks ' S07 12'4., W NOT FOR RECORDATION N01 46'02"W "1.44,_� + 196.51' 254.24' DRAT_, `%1 ' FLAG I 1 c yAG ` PARCEL I 1 IF North 3947293 3. 87 ACRES STATE ROUTE 743 OAD T.M.3i-4402 East 11491222 T� N71 *37.23.. 1 (30 PRESCRIPT ADVANCE LIVE ESMT.)LS R PARCEL G PROPOSED 5 2, i8' IFFOR THOMAS A.OICKERSON WELLSITE ' � i North 3947129 REVIEW D.B.4973-17, 21 THRU 23 PLAT \ PA�MiCELJ1 East 11491718 1 THOMAS k:DICKEP PROPOSED DRAIN FIELD SITE i D.8.5163-429, (BY OTHERS) SCALE: 1" = 200 ' 437-8, 437-C 4 / / T.M.31-45 DATE: JUNE 18. 2019 437-D PLAT BRENDA A.TAYLOR & .� i THOMAS SIDNEY TAYLOR ___ ''''7 D.8.4674-421 / I 0.8.4661-157, 166 THRU 168 PLAT ROGER W.RAY & ASSOC., INC. I 663 BERKMAP. COURT GRAPHIC SCALE 1"=200 ' \�� / CHARLOTTESVILLE, VIRGINIA 22901 J I TELEPHONE: (434) 293-3195 i•on im111111111111=1111111111111 ,' `\ �/ , RAYSURVEYING.COM imminimmi / 0 200 400 600 v SHEET 3 OF 3 8981K GL