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HomeMy WebLinkAboutSUB201800038 Assessment - Groundwater 2018-02-24 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 February 24, 2018 Mr. Bill Fritz County Of Albemarle Dept. Of Planning and Community Development 401 McIntire Rd Room 227 Charlottesville, VA 22902-4579 Re: Proposed Drain Field Sites Parcels G and G1 A Division of Tax Map 18-34F Albemarle County Dear Mr. Fritz: Enclosed are three (3) copies of the soils work associated with the proposed drain field sites for the above-referenced property. We request that you forward two (2) copies 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. i+-k-L-C_ *-d--7/k, Steve Gooch Encl. RECEIVED FEB 2 6 7' COMMUNITY DEVELOPMENT Commonwealth of Virginia VDH Use Only Health Department ID# Application for Subdivision Review Due Date (Page 1 of 2 to be filled out by the Owner or Agent) Owner Lick Mountain LLC do Mark Lyons Phone (434)249-0565 Mailing Address P.O.Box 331 Phone Free Union,VA 22940 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 Free Union take Buck Mountain Road,left on Markwood Road to 5639 Markwood Road on right Name of Proposed Subdivision Tax Map 18-34F Other Property Identification 5639 Markwood Road Dimension/Acreage of Property 34.62 Ac. Number of lots proposed 2 Proposed water source(note:new or existing,public or individual) existing,new individual General size of lots 4.4 Ac.,30.22 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. Signature of Owner/Agent Date VDH Use Only ommonwealth of Virginia Health Department ID# 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 Local 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 Parcels G & G1 A Division of Tax Map 18-34F Albemarle County Prepared for: Lick Mountain LLC do Mark Lyons P.O. Box 331 • Free Union, VA 22940 Prepared by: Steve Gooch Consulting Geologist, Inc. 703 Oliver Creek Road Troy, Virginia 22974 February 24, 2018 RECEIVED FEB 2 6 2018 COMMUNITY DEVELOPMENT (‘,4_1%! s ppReivED COMMONWEALTH of VIRGINIA In Cooperation with the Thomas Jefferson Health District ALBEMARLE-CHARLOTTESVILLE FLUVANNA COUNTY(PALMYRA) State Department of Health 1138 Rose Hill Drive GREENE COUNTY(STANARDSVILLE) LOUISA COUNTY(LOUISA) Phone(434)972-6219 P. O. Box 7546 NELSON COUNTY(LOVINGSTON) Fax (434)972-4310 April 2,2018 Charlottesville, Virginia 22906 Faruk Hesenjan Department of Community Development Division of Zoning and Current 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 subdivision of Tax Map 18 Parcel 34F located in Albemarle County,Virginia. Dear Mr.Hesenjan: On March 8,2018,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;Onsite Soil Evaluator Number 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, Josh Kirtley Environmental Health Technical Consultant • Thomas Jefferson Health District COUNTY OF ALBEMARLE Y Department of Community Development 401 McIntire Road,Room 227 Charlottesville,Virginia 22902-4596 Phone(434)296-5832 Fax(434)972-4126 03/08/2018 Josh Kirtley d ' , Virginia Department of Health co p re€& 04 0 a 14-Pr' 1 !& 1138 Rose Hill Drive i'e e a P I, +o„t etc p p re,.cr I Charlottesville,VA 22906 1e Hei- RE: SUB201800038 Lick Mountain LLC ti o a 04-o✓. f I b' Er4,1,l e i 4. L0 11 Cock✓e t 1 Dear Mr. Kirtley: Z as en • Hese hjivl t ,pi e L e v c. I cclA' °3�r18 The County of Albemarle has received an application for a two-lot division,involving Tax Map Parcels(TMP)#18- 34F.This project requires Health Department approval before receiving final County approval. one applicant has provided copies of the soils work associated with these parcels,dated February 24,2018.Two copies of those reports are attached,as is the proposed plat dated February 14,2018,and an application for subdivision review dated February 28,2018. Please review the proposals 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 questions or comments,please feel free to contact me. Review comments are due on Wednesday,March 14.Please call or email me if you have any questions or requests for assistance.Thank you very much for your assistance. Sincerely, Faruk Hesenjan On-Call Planner I Department of Community Development Email: wcockrell@a,albemarle.org Voice: (434)296-5832 ext. 3088 Fax: (434)972-4035 Encl. , 8 Albemarle Co; ty community Development Department „ i Acintire Road Charlottesville,VA22902-4696 ser.14 Planning Application Voice:(434)296-6932 Fax:(434)972-4126 PARCEL I OWNER INFORMATION a ti •• .y ;. k r II TMP 01800 00-00 034F0 Owner(s): HAHN, JAMES R 1�9' Ir ,!' t,: a A•r' 'I �i;0::4 Mn?` ,{, �; �p 1 •PPlication# SUB201800038 ,PROPERTY INFORMATION t Legal Description 1 ACREAGE PARCELG INDIAN SPRINGS FARM Magisterial Dist. White Hall I•I Land Use Primary Residential -- Single-family (incl. modular homesHi Current.FD rNO l 1 t in A/F District Current Zoning Primary;Rural Areas L_._.t 'APPLICATION INFORMATION Street Address 5639 MARIckNOOD RD EARLYSVILLE; 22936 Entered By r-_._. __ - - __._-. __._. _ IJIlnn1feT Sfltltil 2 Application Type Subdivision Plat —_- _ 12/26/2018 Project LICK MOUNTAIN LLC - FINAL Received Date 102/22/18 I Received Date Final Submittal Date 03/05/18 I Total Fees 936 Closing File Date Submittal Date Final Total Paid 9361 Revision Number Comments Legal.t.d MO . , SUB APPLICATION(s) Type Sub Applicatio j Comment Final Plat i 03/05/18 1 APPLICANT / CONTACT INFORMATION ContactType j Name Address CityState Zip Phone PhoneCell Owner/Applicant HAHN,JAMES R 15 E KELLER ST TOPTON PA 19562- PnsryCaRact GWEN LACY- ROGER W. RAY&A55OC., a663 BERKMARCOURT •CHARLOTTESVILL 22901 4342933195 , m APPSKant MARK LYONS P 0 BOX 331 FREE UNION,VA 22940 4342490565 Signature of Contractor or Authorized Agent Date • FA1 PE O 1 Page 1 of 5 OSE/PE Report for: Construction Permit E Certification Letter Li Subdivision Approval Property Location: 911 Address: City: Lot G Section Subdivision GPIN or Tax Map# 18-34F Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Lick Mountain LLC do Mark Lyons Street: P.O. Box 331 City:Free Union State VA Zip Code 22940 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 8/7/17 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 VACS-610),the Private Well Regulations(12 VACS-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 tettern subdivision approval be(select one)issued: denied U. OSE/PE Signature 9 I2,..re_ i ei7� Date Z �8 Puy Z5s Soil Profile Parcel G A Division of Tax Map 18-34F Markwood Road Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group A 0-5 A Brown (7.5YR 5/4)loam, friable 2 5-20 Bt Red(10R 5/8) silty clay loam, firm 3 20-84 C Light olive brown (2.5Y 5/4) schist saprolite, crushes to 2 loam, 10%weathered schist fragments B 0-3 Al Dark gray(10YR 4/1) loam, friable 2 3-10 A2 Yellowish brown(10YR 5/8) clay loam, friable 3 10-33 Bt Red(1OR 5/8) silty clay loam, firm 3 33-49 Cl Yellowish red (5YR 5/8) sandy clay loam, friable 2 49-84 C2 Pink(7.5YR 7/4) sandy loam, massive, friable 2 C 0-4 Al Dark gray(10YR 4/1) loam, friable 2 4-12 A2 Yellowish brown (10YR 5/8) clay loam, friable 3 12-30 Bt Red(10R 5/8) silty clay loam, firm 3 30-41 Cl Yellowish red(5YR 5/8) sandy clay loam, friable 2 41-84 C2 Light yellowish brown (10YR 6/4)sandy loam, massive, 2 friable D 0-3 Al Dark gray (10YR 4/1) loam, friable 2 3-10 A2 Yellowish brown(10YR 5/8) clay loam, friable 3 10-35 Bt Red (10R 5/8) silty clay loam, firm 3 35-48 Cl Yellowish red (5YR 5/8) clay loam, friable 3 48-84 C2 Light yellowish brown (10YR 6/4) sandy loam, massive, 2 friable E 0-3 Al Dark gray (10YR 4/1) loam, friable 2 3-9 A2 Yellowish brown(10YR 5/8) clay loam, friable 3 9-37 Bt Red (10R 5/8) silty clay loam, firm 3 37-46 Cl Yellowish red(5YR 5/8) sandy clay loam, friable 2 46-84 C2 Light yellowish brown (10YR 6/4) sandy loam, massive, 2 friable Page 3 of Appendix 2 Soil Summary Report GENERAL INFORMATION Date 1/26/18 Submitted to Albemarle County Health Department Applicant Lick Mountain LLC c/o Mark Lyons Telephone Number (434) 249-0565 Address P.O. Box 331 Free Union, VA 22940 Owner same Address same Location 5639 Markwood Road Tax Map 18-34F Subdivision Block/Section Lot G SOIL INFORMATION SUMMARY 1. Position in landscape satisfactory? IX Yes I— No Describe shoulder 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 I— Yes inches Free water present IX No I' Yes range in inches b. Soil percolation rate estimated I Yes Texture group I II III IV P No Estimated rate 45 min/inch 7. Permeability test performed P Yes fx No If yes, note type of test performed and attach V< Site Approved: Drainfield to be placed at 60" depth at site designated on permit. f Site Disapproved: Reasons for rejection: 1. r Position in landscape subject to flooding or periodic saturation. 2. f Insufficient depth of suitable soil over hard rock. 3. f Insufficient depth of suitable soil to seansonal water table. 4. f Rates of absorption too slow. 5. f Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. Proposed system too close to well. T 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 £rimary and reserve area, 0 only the primary area, ❑ only the reserve area(check one)for Parcel G- A Division of TM 18-34F Design Basis Total length of available area: 100' Total width of available area: 105' Estimated Perc. Rate: 45 at 60" in. (depth) Number of bedrooms(or GPD): 5 1 2 Conveyance Method : Gravity Distribution method (specify): Gravity 3c Dispersal system basis Table 5.4 LGMI required? No(Yes/No) Effluent quality required: Prima (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 344 Total trench bottom area required: 3440 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. Page of AOSE Form E Revised July 18,2007 rA IPPINII per,_ sos T.M. 1BA-41 LOT 41 GRAPHIC SCALE MICHAEL M.DONOVAN & JENNIFER K.00NOVAN D.B.3166-165 0.8.2449-694 THRU 7410 PLAT / -s \` / - 0 200 IRON North 3957733 FOUND East 11479046 THIS PLAT NOT FOR RECORD COPY SHOWING CONTROL PO TO SI TER ACCURAC1 TIED TO NORTH AMERIC4 •.°�1' 0 il° DATUM VIRSINIA SOUTH SPC 4SSDC., INC. 0 -sue PLAT '� cc` F • -37 2 03 T. M. 18-34F ANDREA 1DOUDERA s PARCEL r' D,8.2789-147 RESIDUE= 30. 22 ACRES 6. D.B.3192-261, 262 PLA D.8.5013-765 0.8.706-358 PLAT •T' TP D.B.648-212 PLAT 0.8.539-463 PLAT '0 pxwisPaiPed How S METAL GRAINFIELD 3 '*OI, BLDG. FLAG 20. AREA9f - FLAG 2C% + y p '�4 3556797 FLAG eE : -- ,' 1 Fhr t.',4' i..C.Y#{ntiett U e IRON ' IMPROVED FLAG ti,: .,._.. °g :r. end s r1-v- �' IRON SI SET��%' ,�• ROADFLAG STREAM �, ;' EXISTING 20'WIDE IRON FOUND BUFFER PIPE ' PERMANENT ACCESS ESMT. `�--, . � �i' ''c' 1.74'NORTH OF _....-_.;.- � � �, ., 4. + (D.B.3342-668) 3�• _-- _ . FOUNT ;, � BOUNDARY LINE E,pS• .- ,�� ,x .. 0 IRON FOUND ta FETE = p_OAO - '- . • . 12'N'RTH OF O04" ----�"'-" PAVE �. '"0 ' ; ` 'Y LINE _ = s. - PIPE me = •4 SEPTICI -_'"�.4•-�p't A�- i FOUND T.M. 18-38F Wiz_ - .. ING o a �- -... ---ie, • ` PARCEL BA N ..- � rW 1 ESTHER B.VOLKAN REVOCABLE TRUE EL C7 E S�3 3/• ' 0.B.540-40—PLAT 55 ACRES • 1 T.M, 18--3881 • � FOUNED PARCEL A DARYL S.BECK & LORI A.BECK r/ D.8 3726-187 FOR T.JL i8-35s )90 PLAT �" UEY EL Scale 1 =200' ,- Soil Profile Hole REVIEW LORE NE D. House, Well and Drain Field Sites 8 D.a ParcelG SCALE: 1" e. 200 ' 6 A Division of TM 18-34F DATE: FEBRUARY 14, 2018 35A 1 Albemarle County, Vir 'Ilia Al LEAF Steve Gooch Consulting Geologist ROGER W.RAY & ASSOC., INC. LE FORBES ROSE LAVERNE 703 Oliver Creek Road 663 BERKMAR COURT -175, CHARLOTTESVILLE, VIRGINIA 22901 i PLAT o,g Troy, Virginia 22974 TELEPHONE: (434) 293-3195 nevct inucvT►In nn.. 151 UPIC\IED Page 1 of 5 OSE/PE Report for: Construction Permit f] Certification Letter ri Subdivision Approval I l Property Location: 911 Address: 5639 Markwood Road City: Lot G1 Section Subdivision GPIN or Tax Map# 18-34F Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Lick Mountain LLC do Mark Lyons Street: P.O. Box 331 City:Free Union State VA Zip Code 22940 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 8/7/17 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 VACS-610),the Private Well Regulations(12 VACS-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. CThe 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): c nstruction permit certification letter subdivision approval❑✓ be(select one)issued denied 11. OSE/PE Signature Date Zt2'111( Pu 2 �r Soil Profile Reserve Drain Field Parcel G1 A Division of Tax Map 18-34F Markwood Road Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group A 0-3 A Brown (7.5YR 5/4) loam, friable 2 3-10 Bt Strong brown(7.5YR 5/4) clay loam, friable 3 10-84 C Olive brown (2.5Y 4/6) sandy loam, massive, friable 2 B 0-5 A Brown(7.5YR 5/4) loam, friable 2 5-34 Bt Reddish brown (2.5YR 5/4) clay loam, friable 3 34-84 C Light yellowish brown(2.5Y 6/4) sandy loam, massive, 2 friable C 0-5 A Brown(7.5YR 5/4) loam, friable 2 5-27 Bt Red (10R 5/8) silty clay loam, firm 3 27-48 Bt2 Reddish brown(2.5YR 5/4) clay loam, friable 3 48-84 C Yellowish brown(1 OYR 5/8) loam, massive, friable 2 D 0-6 A Brown(7.5YR 5/4) loam, friable 2 6-30 Bt Red (10R 5/8) silty clay loam, firm 3 30-84 C Olive brown(2.5Y 4/6) sandy loam, massive, friable 2 E 0-4 A Brown (7.5YR 5/4) loam, friable 2 4-25 Bt Red (10R 5/8) silty clay loam, firm 3 25-84 C Olive brown(2.5Y 4/6) sandy loam, massive, friable 2 Page 7j of 4— Appendix 2 Soil Summary Report GENERAL INFORMATION Date 1/26/18 Submitted to Albemarle County Health Department Applicant Lick Mountain LLC c/o Mark Lyons Telephone Number (434) 249-0565 Address P.O. Box 331 Free Union, VA 22940 Owner same Address same Location 5639 Markwood Road Tax Map 18-34F Subdivision Block/Section Lot Parcel G1 SOIL INFORMATION SUMMARY- ell 1. Position in landscape satisfactory? fX Yes E No Describe shoulder 2. Slope 18 0/0 3. Depth to rock or impervious strata: Max. Min. None x 4. Depth to seasonal water table (gray mottling or gray color) 1 No iW Yes inches Free water present fx No f Yes range in inches 6. Soil percolation rate estimated fx Yes Texture group I II III IV N• o Estimated rate 45 min/inch 7. Permeability test performed I` Y• es IR 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. F Position in landscape subject to flooding or periodic saturation. 2. 1— Insufficient depth of suitable soil over hard rock. 3. f Insufficient depth of suitable soil to seansonal water table. 4. P Rates of absorption too slow. 5. f Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. f— Proposed system too close to well. P Other Specify (attach additional pages if necessary) Pa% Yo ec. 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 Gl - A Division of TM 18-34F Design Basis Total length of available area: 75' Total width of available area: 70' Estimated Perc. Rate: 45 at 60" 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 8 Length of trenches: 75' 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 66' 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 pa � s 4-; ARC TANGENT CHORD CHORD BEARING T.M. 18A-41 aaa 28 99.71 199.21 N16'47'46"W LOT 41 MICHAEL M.DONOVAN & JENNIFER K.DONOVAN 84 10.42 20.84 Ni9*49'08"W 0.8.3166-165 / 82 92.52 184.70 N23`44'38aW 0.8.2449-694 THRU 7410 L /TT 124.91 62.50 124.86 N29'56'16"W . I� n IRON Novi COPY ruITVr 0 FOUND Masi HEALTH DEPARTMENT NOT FOR RECORDATION T.M. iBA-52 �4�� LOT 52 3 INDIAN SPRINGS HOMEOWNERS ASSOC.. INC. °+ AN 0.6.3799-245 S. 0.8.2449-694 THRU 7410 PLAT tARKER o3 T.M. 18-34F 062' PARCEL G :NE RESIDUE= 30. 22 ACRES T.M. 18A-53 5 0.8.5013-765 LOT 53 F4 ��� �' 0.6.706-358 PLAT NNY VAN BEEK 0.8.64E-212 PLAT .8.4852-459 AT 12"CEDAR 0.8.539-463 PLAT 4;;-694 THRU 741D PLAT \ STREAM '' BUFFER ?' 111.0 ,tag.. j Nt IRON 1 FOUND o�n+Fxe.n AT 25.0 i` METAL AREA BLDG. FLAB 44t _ FLAG 2C L�i� /I—\ FLAB 2E \b w w y� �,�a�r �� 26 North 3956797 .-__ 1, East 11478391 „'ma y' UNIMPROVED FLAG QA FLA� 29' �y� �v i5`PRESCRIPTIVE IRON ./ ,;'---_- ROAD FLAG •63 y\ \ EASEMENT IRON SET. .'j i� EXISTING 20'WIOE IRON NEW 30 ° AT 20.00 .,'' v PERMANENT ACCESS ESMT. 1.74'Nt \ PRIVATE IRON �=-- .,' R 4, (0.6.3342-668) BOUNDA N27 'ifi' 18'W \ $T SET f° i� �' IRON FOUND 98.38' - NORTH OF \\EASEMENT/ '`":.` ,2A..: . �. w h F . Y LINE r DILATION PLAT) "� \ '�ie'�'6' r".- IRS', e" � - i1 1. 5-175 r �% tut ; ,.,_:,, ,/01 P i' o POLE 'EXIST NG '-�fi� o ..__.:M. -.... A t EASEMENT TO Z DWELLING " ,, Aar 6"� OINIA COMPANELECTRIC no' c- `' ;/if PARCEL G i F 4E s'r3'31 5 T POWER 7-35) (0.8.537-95) 1IP FOC,-/ 4.40 ACRES PIPE T.M. 18-62 % v 11 ' WELL ,i�25' //r FOUND DARYL S.E /" `FJ�'. ,'" DRIVEWAY 63 i T.M. 18-35 D.B. c.t1, -' , �\ UEY. ELW000 SHTFFLETT ',G V` LORE Scale l"= 200' •- Soil Profile Hoic _G r.P*' N13'42 52"W \ IRON 2 T i Proposed Reserve Drain Field Site �Fj 11.95 ��, ,� North 3956278 Parcel G 1 � `�1 East 114713035 A Division of TM 18-34F T.M. 18-35A1 ' Albemarle Count , Virginia T.M.iA-21E PARCEL Al STEPHEN A,WA6NER JESSICA NICOLE FORBES ROSE LAY Steve Gooch Consulting Geologist & MARY H.WAGNER $ 0,$,2509-175. D.8. 6- 0 i PL & 178 PLAT 703 Oliver Creek Road p.8.576-1880 PLAT t� 177 Troy, Virginia 22974 THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND. PARCEL G1 THE LAND USE NOTES SHOWN ON THIS PLAT ARE IMPOSED AT NOTES: AND THE RESIDUE T.M. 18-34F (PARCEL G) , IS WITH THE FREE CONSENT AND THE REQUEST OF THE DIRECTOR OF PLANNING. BY PLACING IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNER (S) , HIS/HER SIGNATURE ON THIS PLAT HE/SHE HAS DEEMED THAT 1. OWNERS, ADDRESS & LEGAL REFERENCES: PROPRIETORS, AND/OR TRUSTEES, IF ANY. THEY ARE CORRECT AND IN ACCORDANCE WITH THE ALBEMARLE T.M. 18-34F COUNTY ZONING ORDINANCE IN EFFECT THIS DATE. THESE LICK MOUNTAIN, LLC NOTES ARE NOT RESTRICTIVE COVENANTS RUNNING WITH THE C/O MARK LYONS LAND AND THEIR APPEARANCE ON THIS PLAT IS NOT INTENDED P.O.BOX 331 TO IMPOSE THEM AS SUCH. ANY REFERENCE TO FUTURE FREE UNION, VIRGINIA 22940 DEVELOPMENT RIGHTS SHOWN HEREON IS THEORETICAL. FOR: LICK MOUNTAIN, LLC A. T.M. 18-34F IS ZONED RA. D.B.5013-765, D.B. 706-358 PLAT, D.B.648-212 PLAT B. PARCEL G1 IS ASSIGNED ONE DEVELOPMENT RIGHT AND MAY & D.B.539-463 PLAT. NOT BE FURTHER DIVIDED. 2. THE BOUNDARY DATA SHOWN HEREON IS BASED ON A CURRENT CITY/COUNTY OF C. THE RESIDUE OF T.M. 18-34F (PARCEL G) RETAINS FOUR FIELD SURVEY. DEVELOPMENT RIGHTS AND MAY BE FURTHER DIVIDED. STATE OF WHEN USED THEY SHALL NOT TOTAL MORE THAN 9.22 ACRES. 3. SHOULD AN OFFICIAL DETERMINATION OF PARCELS OF RECORD D. ACCORDING TO THE ALBEMARLE COUNTY GIS WEBSITE PARCEL G1 REVEAL THAT ADDITIONAL PARCELS AND/OR DEVELOPMENT THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED AND THE RESIDUE OF T.M. 18-34F EACH CONTAIN A BUILDING RIGHTS EXIST, THE INTENT OF THIS PLAT IS NOT TO BEFORE ME THIS DAY OF SITE THAT COMPLIES WITH SECTION 4.2. 1 OF THE ALBEMARLE COMBINE THESE PARCELS OR EXTINGUISH. 2018 BY COUNTY ZONING ORDINANCE. E. ACCORDING TO THE ALBEMARLE COUNTY GIS WEBSITE THIS 4. TAX MAP 18 PARCEL 34F IS SUBJECT TO THE FOLLOWING: FOR: LICK MOUNTAIN, LLC PROPERTY IS NOT LOCATED IN AN AGRICULTURAL-FORESTAL A. AN EASEMENT TO VIRGINIA ELECTRIC & POWER COMPANY NOTARY PUBLIC # DISTRICT. (0.B.537-35) . F. THIS PROPERTY IS LOCATED IN THE NORTH FORK RIVANNA B. EASEMENTS TO VIRGINIA TELEPHONE & TELEGRAPH MY COMMISSION EXPIRES NOTARY SEAL INTAKE WATER SUPPLY WATERSHED. COMPANY (D.8.484-39 & D.B.353-268) . G. THE APPROXIMATE LOCATIONS OF THE STREAM BUFFERS SHOWN HEREON WERE TAKEN FROM THE COUNTY OF ALBEMARLE GIS 5. NO TITLE REPORT FURNISHED. ALL EASEMENTS KNOWN BY ME WEBSITE AND SHALL BE MANAGED IN ACCORDANCE WITH THE ARE SHOWN OR NOTED HEREON. THIS PROPERTY IS SUBJECT ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. TO ANY ADDITIONAL EASEMENTS, UTILITIES, CONDITIONS, H. SETBACK REQUIREMENTS: AND/OR COVENANTS THAT MAY EXIST. iiE INDIAN 6MOMFRONT= 25' (ALONG NEWRT.30RPRIVATE4)STREET ESMT.) 6. ACREAGE BEFORE THIS SUBDIVISION PLAT: 34.62 ACRES. SIDES= 25' RIDGE REAR = 35' DRIVE I. THE NEW PRIVATE STREET EASEMENT SHOWN HEREON MAY NOT MEET THE STANDARDS FOR ACCEPTANCE INTO THE 1573 _ SECONDARY SYSTEM OF STATE HIGHWAYS AND WILL NOT BE = MAINTAINED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION WINDRIFT OR THE COUNTY OF ALBEMARLE. DRIVE __��- T J. UNDER CURRENT COUNTY POLICY, PUBLIC WATER AND/OR SEWER SERVICE WILL NOT BE AVAILABLE TO THIS PROPERTY. K. THE PROPOSED PRIVATE STREET EASEMENT IS OF ADEQUATE 1572 WIDTH AND HORIZONTAL AND VERTICAL ALIGNMENT TO 1543 CLAYMONT ACCOMMODATE A TRAVELWAY PASSABLE BY ORDINARY PASSENGER SPRING DRIVE VEHICLES IN ALL BUT TEMPORARY EXTREME WEATHER CONDITIONS, TOGETHER WITH AREA ADEQUATE FOR MAINTENANCE LAKE 666 OF THE TRAVELWAY, AS REQUIRED BY SECTION 14-412 OF THE DRIVE ALLEN 664 ALBEMARLE COUNTY CODE. ROAD MARKWOOD ROAD SUBDIVISION PLAT VICINITY MAP - SCALE: 1" = 2000 '+/- PARCEL G 1 AND THE RESIDUE OF T . M. 18-34F (PARCEL G) THE PROPERTY OF LICK MOUNTAIN, LLC AND NEW 30 ' PRIVATE STREET EASEMENT APPROVED FOR RECORDATION LOCATED ON STATE ROUTE 664 (MARKWOOD ROAD) N 'TNOF WHITE HALL MAGISTERIAL DISTRICT o� `� ALBEMARLE COUNTY, VIRGINIA s. FOR �', „ SCALE: 1" = 200 ' DATE: FEBRUARY 14, 2018 REVIEW 5. AGENT FOR THE FO Lic�N 5002�281 BOARD OF SUPERVISORS LICK MOFORAIN, LLC ROGER W.RAY & ASSOC., INC. `�R1�fl 663 BERKMAR COURT DATE CHARLOTTESVILLE, VIRGINIA 22901 TELEPHONE: (434) 293-3195 GL RAYSURVEYING.COM SHEET 1 OF 2 14632 LINE DELTA RADIUS ARC TANGENT _ CHORD CHORD BEARING T.M.18A-41 Cl 5'15'00" 2174.84 199.28 99.71 199.21 N16'47'46"W LOT 41 GRAPHIC SCALE 1"=200 ' C2 0'47'44" 1501.06 20.84 10.42- 20.84 N19'49'08"W MICHAEL M_DONOVAN & JENNIFER K.DONOVAN D.B.3166-165 / -�am mil simmiimmi C3 7.03' 16" 1501.06 184.82 92.52 184.70 N23 '44'38"W 0.B.2449-694 THRU 7410 PLAT C4 5'24'00" 1325.31 124.91 62.50 124.86 N29 '58'16"W \\ f • 0 200 400 600 3957733 LINE BEARING DISTANCE HEALTH DEPARTMENT COPY FOUNND N Easth11479046 L1 N69'47'00"E 73.94 NOT FOR RECORDATION THIS PLAT NOT FOR RECORDATION L2 N49'47'39"E 41.96 COPY SHOWING CONTROL POINTS L3 N32'04'25"E 162.30 TO SUOMETER ACCURACY L4 S45'28'00"E 106.66 TIED TO NORTH AMERICAN L5 N44 '32'00"E 266.73 `� U T.M. 18A-52 �p,�P�. �6)• DATUM A SOUTH SPC Cl)° L6 S41 '32'00"E 285.00 LOT 52 co L7 S25'39'33`E 141.97 INDIAN SPRINGS HOMEOWNERS ASSOC., INC. ro 93 AN co. D.8.3789-245 5h �y0 `ScS.. u' LEGEND: D.8.2449-694 THRU 741D PLAT `� F < > FOC FIBER OPTIC CABLE MARKER T.M. 18-37 TP TELEPHONE PEDESTAL- ,Z p T.M. 16-34F ANDREA DOUDERA .,'O �0 x- FENCE 12 PARCEL G D.B.2789-147 --s"-- OVERHEAD UTILITY LINE RESIDUE= 30.22 ACRES D.8.3192-261, 262 PLAT / 1 N, T.M. 18A-53 ' ' IRON 23 D.B.5013-765 cc LOT 53 p; D.B.706-358 PLAT o JANNY VAN REEK FOUND •Q D.B.648-212 PLAT 0� Q D.B.4852-459 AT 12"CEDAR �hh 0_B.539-463 PLAT �0. D.B.2449-694 THRU 741D PLAT STREAM ►-+ O .T cc UFFER . ,,,30 Eitf, b r ,, ,� c� m �� IRON \N 6 I �.-�! Sa` 'T� FOUND .1.."'' p�� -sr" AT 25.01 ' METAL mu 'D O� �1-.9 \\ 0°' BLDG.-- j FLAG 20 AFEA ,t 9( o G� ro • ( `,-- FUG ac 0.)%\`\\ F 2 9 North 3956797 ,;-, FUG ze ,, . S �0 9 t� East 11478391 - . �' � l �` N., " 15'PRESCRIPTIVE IRON ,%' ,'. UNIMPROVED FLAG a ,�,�� li w 0�ir '; IRON SET North 3956793 T.M.18-63 ��� �* EASEMENT IRON SET SET`;'' ,,'�`� ROAD Fu6 STREAM East 11479790 �, NEW 30 ' AT 20.00' �, ,;' EXISTING 20'WIDE IRON FOUND BUFFER PIPE _ ', o• PERMANENT ACCESS ESMT. N27 is' 16"W \� PRIVATE IRON i� ' 1 74'NORTH OF - _ - _ - - •‘ FOUND BOUNDARY LINE 05' .t 98.38' STREET SET :�%''�;o 1 6 �,� IRON FOUND N FENCE 6 :vE�-RONI �0'� EASEMENT, -;, ','\ '' 4. 12'NORTH OF ©0M1 - =pP 25'DEDICATION 4 O� ',' ''' r� Y LINE - - (D.B.625-175 PLAT) \ / 6 p' ''' Scale 1 200' - Soil ProfileHole Igi b, '' .EP,,, ' IR F .:OPOSED59 •2g - PIPE House, Well and Drain Field Sites 6 ^ ^ EASEMENT TO v� POLE,,' ' ,aaA� 3 U - _ _ =-;1.T0�A� FOUND T.M. Parcels G& G 1 c' r EXISTING s�' - " " DWELLING e - ----- g5-1 • PAR �"` J \ VIRGINIA ELECTRIC /N.- 0, AAA s 1 & POWER COMPANY ` ;-' r1 6-W 1 ESTHER B.VOLKAN REVI A Division of TM 18-34F �' c I PARCEL GI cote •37•5 ' D.B.. Albemarle County, Virginia (D.B.537-35) ° ii FEN Si3 ' D.B.541 T.M. 18-62 1,P FOC=''WELL 4. 40 ACRES PIPE ' \\\2.M. 18-38131 Steve Gooch Consulting Geologist `' �� '�PAVED i•25, � FOUND PARCEL A 703 Oliver Creek Road '-��' DRIVEWAY 63 DARYL S.BECK & LORI A.BECK Troy,Virginia 22974 ai�'' 26-187 - • '.. _ T.M. 18-35 D.B 29 57 690 PLAT FOR �� 0 \ \ 4. f -�!` "fiUEY ELWOOD SHIFFLETT REVIEW G V N13'42'52"W % IRON SET LORENE KNIGHT SHIFFLETT 5 �.� .1�j4► ii.95' 3N, AT 29.20' D.D.B 3B25 249 PLAT SCALE: 1" = 200 ' ,+ `\ North 3956278 . DATE: FEBRUARY 14, 2018 5 ' p ' 1 East 1147B036 T.M.18-21E .M. 18-35A o" , T.M.T.M. 18-35AI PARCEL A STEPHEN A.WAGNER 0•do PARCEL Al LEARL LINW000 MORRIS, JR. ROGER W.RAY & ASSOC., INC. & MARY H.WAGNER y 01 JESSICA NICOLE FORBES ROSE LAVERNE SHIFFLETT MORRIS-LIFE ESTATE 663 BERKMAR COURT D.8.3587-149 q D.8.2509-175, 0.B•4451-604 CHARLOTTESVILLE, VIRGINIA 22901 D.8.576-180 PLAT 0 177 & 178 PLAT D.B.2059-177 & 178 PLAT TELEPHONE: (434) 293-3195 GL D.B.325-249 PLAT RAYSURVEYING.COM SHEET 2 OF 2 14632