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HomeMy WebLinkAboutSUB201600193 Study Final Plat 2017-02-21 IPP °e!'E�i COMMONWEALTH of VIRGINIA In Cooperation with the Thomas Jefferson Health District ALBEMARLE-CHARLOTTESVILLE State Department of Health FLUVANNA COUNTY(PALMYRA) 1138 Rose Hill Drive GREENE COUNTY(STANARDSVILLE) LOUISA COUNTY(LOUISA) Phone(434)972-6219 P. O. Box 7546 NELSON COUNTY(LOVINGTON) Fax (434)972-4310 Charlottesville, Virginia 22906 February 21,2017 Megan Yaniglos 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 89 Parcel 25 located in Albemarle County,Virginia. Dear Ms.Yaniglos: On December 5,2016,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:JT Frazier OSE#1940001384. 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. FAI . elows-v,--C �.CJ COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road,Room 227 Charlottesville,Virginia 22902-4596 Phone(434)296-5832 Fax(434)972-4126 December 5, 2016 igferesa Batter irginia Department of Health 1138 Rose Hill Drive Charlottesville,VA 22906 RE: SUB 2016-193 Green Loft Farm-Final Plat Dear Ms. Batten: The County of Albemarle has received application to develop/subdivide[Tax Map 89,Parcel 25]. This project requires Health Department approval before receiving final County approval. The applicant has provided soils information,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. Sin - ely, eg. Yanig s, AICP Principal Planner Department of Community Development Voice: (434)296-5832 ext. 3004 GCONao 5181Lee Highway LETTER OF TRANSMITTAL Warrenton, VA 20187 11410? Sid (540) 347-5500 (800) 803-1320 � FAX(540) 347-7870 DATE:February 1, 2017 ATTENTION: TRAVIS DAVIS To: Charlottesville County Health Dept RE: Environmental Health C/o Travis Davis 1138 Rose Hill Drive Charlottesville, Virginia 22903 COPIES DATE NO. DESCRIPTION Please see the attached package with revisions made per your request. 3 copies REMARKS: COPY TO SIGNED: If enclosures are not as noted, kindly notify us at once %Wel '.191001 I ( (o Virginia o ® o VDH Use Only Co " Ata e 6,' nw e ay It . of �1/ it gi n i a Health Department ID# — A>41 E Due Date Application for Subdivision Review (page 1 of 2 to be filled out by the Owner or Agent) Phone 434-245-4932 Owner Wright 104,LLC Mailing Address 707 East Jefferson Street Phone Charlottesville,Virginia 22902 Fax Phone DevelopeilAgent Phone Mailing Address Fax Phone 540-347-5500 AOSE Frazier Consultants,Inc. Mailing Address 5181 Lee Highway Phone Warrenton,Virginia 20187 Fax Directions to Property: Name of Proposed Subdivision Greenloft Farms A1 101-2,101-2 ,101 Dimension/Acreage of Property Tax Map �Other Property Identification Number of lots proposed 16 Proposed water source(note:new or existing,public or individual) Individual (give range if appropriate) General size of lots Additional description of subdivision U _ Overview of soils and geology(optional but encouraged) l cj g - T k ' ., T = � 4. vi u3-eR . .. A `° 1131/17 i''' ''.2' 1-., a cess a subdivision application you must attach a plat of the property showing the to ttoq of`the�proposed In order VDH to pro pp y ys onsite sewage disposal systems and the reserve absorption areas(if required)and the location of the water su 1' s tem�on each lot,if applicable. Each plat or subsection of a subdivision plat 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. `Jr. `. When the OSE site evaluations are reviewed,the property lines,building location and the proposed well and sewage.ystem sites must be clearly marked and the property sufficiently visible to see the topography,otherwise this application wwill be denied . I give permission to the Virginia Department of Health(VDH)to enter onto the property described during normal business•hour$,for the purpose of processing this application and to perform quality assurance checks of evaluations and designs certified by1an ` ` Onsite Soil Evaluator(OSE)or a Professional Engineer(PE)as necessary until the sewage disposal system has been "' constructed and approved. Date Signature of Owner/AgentRevised 9/25/2014 This form contains personal information subject to disclosure under the Freedom of Information Act ® m VDI-1 use Only Co . 9 ter,o. w e c�,j 1t of V it gin i Health Department ID# ���I C� �I l 1� Due Date Application for Subdivision eview (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) F'.. C) S. ' J r FR' /Y`w(Z -j C e' 1 n 4-4 ItivfIla//1 g .g� �1f L O\,_SI'p�C 4 > i 1. '. l • i.. DPC) /Z411� � ) I Cl? HI • Name and title of requestor Date 1/ (� 1/ This form contains personal information subject to disclosure under the Freedom of Information Act Revised 9%25/2014 litiroi GONS (L,,, ,,.. N N c.,S �tinsrc, s G ,, eo January 3, 2017 Charlottesville County Health Department Environmental Health 1138 Rose Hill Drive Charlottesville,Virginia 22903 To whom it may concern: All drainfields located by our firm are at least 3 bedroom in size, final bedroom size will be determined upon issuance of individual Lot Certification letters or sewage disposal Permits. If you have any further questions, please call our office at 540-347-5500. Thank you, Frazier SE# 1940 001384 °r iti I J . F H..IER c .-; < 1/4:1 10)-1.0 L01. "'IA .e, Z, 40 001384 F ' �1P0R a L 0 .,,,., 04, 11 I11 l��tiv,l `, � ��0,,r s1IcC, ' Ti'' L ON sr-v1'4v, ` Tel(540)347-5500 5181 Lee Highway,Warrenton,VA 20187 Fax(540)347-7870 Toll-Free(800)803-1320 AUTHORIZATION STATEMENT I hereby authorize Frazier Consultants Inc., to sign as agent, all documents which will be submitted to the Albemarle County Department of Environmental Health in order to process applications. I am also authorized to grant permission to the Albemarle County Department of Environmental Health to enter the property identified as: to conduct any necessary soil studies Address/Tax Map Number and to have unlimited access until an operational permit is issued. Legal_ Ow 4er Date %w/ C" Page�'or Site and Soil Evaluation Report VDH Use Only HDIN: General Information Date: 10/28/16 Albemarle County Health Department Wright 104, LLC Phone: 434-245-4932 Owner: g Owner Address: 707 East Jefferson Street, Charlottesville, Virginia 22902 Property Address: Dudley Mountain Road Tax Map/GPIN#: 101-2, 101-2A1,101-2B&2C,89-25 1Ste713F Subdivision: GreenLoft Farms Section: Block: Lot: Soil Information Summary 1. Position in landscape satisfactory: B Yes 0 No Describe landscape position: Backslope 2. Slope: 20-22 3. Depth to rock/impervious strata: Max. 66+ in. Min. 15 in. 0 Not observed 4. Free Water Present: 0 Yes 8 No Range in inches: 5. Depth to seasonal water table(gray mottling or gray color): 8 inches 0 Not observed 6. Soil percolation rate estimated: 0 Yes 0 No Estimated rate: 80 min/in at +2 inches depth Texture Group: 0 I 0 II B III 0 IV 7. Percolation test performed: El Yes 0 No If yes,provide additional data on percolation test results. Name and title of evaluator: J.T. Frazier Signature: ® Site approved: Drip Dispersal (describe dispersal area,e.g. absorption trenches)dispersing TL3 &disinfection (proposed level of treatment at time of evaluation)to be placed at +2 (inches)depth at site designated on permit. Site provides a total of 12800 square feet of absorption area for primary and reserve(if applicable). ❑ Site disapproved: Reasons for rejection(check all that apply) 1. 0 Position in landscape subject to flooding or periodic saturation. 2. 0 Insufficient depth of suitable soil over hard rock. 3. 0 Insufficient depth of suitable soil to seasonal water table. 4. 0 Rates of absorption too slow . o ,"1..�L f " 5. 0 Insufficient area of acceptable soil for required absc i1 area, andf/of 1$ e area. 6. 0 Proposed system too close to well. j;; / :_ 7. 0 Other(specify)_ I' �' i J €2, ER c, ..: 0 001384 E' ' DPOR .!...,'4, ,,. 13/ 7w This form contains personal information subject to disclosure under the F5 f nformat/r` •' ° 'Revised 12/1/2014 ,Y uN oIsr � SITF fin/ L, /4(' Page_of SOIL PROFILE DESCRIPTION REPORT Date of Evaluation: 05/20/16 Site# 113F Where the local health department conducts the soil evaluation,the location of profile holes may be shown on the schematic drawing on the construction permit or the sketch submitted with the application. If soil evaluations are conducted by a private soil scientist, location of profile holes and sketch of the area investigated including all structural features,i.e.,sewage disposal systems,wells, etc.,within 100 feet of site(See Section 4)and reserve site shall be shown on the reverse side of this page or prepared on a separate page and attached on this form. OSee application sketch page OSee construction permit ['See sketch on reverse side or attached to this form, Hole# Horizon Depth(Inches) Descriptions of color,texture,etc. Texture Group 2.5Y 5/4 Loam Weak Meduim Granular Common Gravels Abundant Fine A 0-1 Meduim Roots Friable IIB 10YR 5/6 6/6 Stoney Silt Loam 20-25%Stones Weak Meduim 1 Bw 1-11 Subangular Blocky Friable III 7.5YR 5/8 Stoney Silty Clay Loam 20-25%Stones Weak Moderate Bt 11-18 Meduim Subangular Blocky Few Common Mno2 Stains Friable III Cr 18"-40"+ Greenstone;Impervious @ 25+ * 10YR 7/2 Redox©25'+ 2.5Y 5/4 Loam Weak Meduim Granular Common Gravels Abundant Fine A 0-1 Meduim Roots Friable IIB 10YR 6/4 Silt Loam Weak Meduim Subangular Blocky Common Cobbles- 2 Bw 1-12 Stones Friable III 2.5YR 4/8 Stoney Silty Clay Loam Moderate Meduim Subangular Blocky Bt 12-23 Friable III Cr 23"-36"+ Greenstone;Impervious @ 24"+ * 10YR 7/2 Redox @ 24"+ 2.5Y 5/4 Loam Weak Meduim Granular Common Gravels Abundant Fine A 0-2 Meduim Roots Friable IIB 10YR 6/4 2.5Y 6/4 Silt Loam Weak Meduim Subangular Blocky Common 3 Bw 2-11 Cobbles-Stones Friable III 2.5YR 4/6 7.5YR 5/6 Silty Clay Loam Moderate Meduim Subangular Bt 11-45 Blocky Common Mno2 Stains Moderately Firm III Mixed 10YR 5/6 6/8 5YR 4/6 Silt Loam 15%Channers Friable C 45-66 Structureless Massive III * 10YR 7/2 Redox @ 15+Common @ 22"+ 2.5Y 5/4 Loam Weak Meduim Granular Common Gravels Abundant Fine A 0-3 Meduim Roots Friable IIB 10YR 6/4 2.5Y 6/4 7/4 Silt Loam Weak Meduim Subangular Blocky 4 Bw 3-15 Common Cobbles-Stones Friable III Cr 15-36"+ Greenstone;Impervious @ 15"+ * 10YR 7/2 Redox @ 8-10"+ 2.5Y 5/4 Loam Weak Meduim Granular Common Gravels Abundant Fine A 0-1 Meduim Roots Friable IIB 10YR 6/4 2.5Y 6/4 714 Silt Loam Weak Meduim Subangular Blocky Bw 1-6 Common Cobbles-Stones Friable III 7.5YR 5/8 Silty Clay Loam Loam Weak Moderate Meduim Subangular 5 Bt 6-29 Blocky Friable III Mixed 2.5YR 4/8 10YR 6/6 7/6 Silt Loam 15%Channers Friable C 29-65 Structureless Massive III j ,\:,l 10YR 7/2 Redox @ 30"+10YR 6/3 Pales @ 25+I RPM Channels . , � �U��AN i:�,L.12 t s, e � ...,,, Remarks: . \\ ��GAJ R ',41'.::-;:.":-‘, .,. 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W tics 3NI-1 �•. v, c~» N13d813S / / cn 4' 0�6 p� cn r`.!' ?r�-..^i S ' ic� O —moo - - - - ' // '570 S 6S /� _B.w w 0- - - -:—o ,, 9 A 61 s F S i rid(\\- 6S`19 , N Page of Site and Soil Evaluation Report VDH Use Only HDIN: General Information Date: 10/28/16 Albemarle County Health Department Wright 104, LLC Phone: 434-245-4932 Owner: g Owner Address: 707 East Jefferson Street, Charlottesville, Virginia 22902 Property Address: Dudley Mountain Road Tax Map/GPIN#: 101-2, 101-2A1,101-2B&2C,89-25 2 si1e112F Subdivision: GreenLoft Farms Section: Block: Lot: Soil Information Summary 1. Position in landscape satisfactory: El Yes 0 No Describe landscape position: Backslope 2. Slope: zo-zzero 3. Depth to rock/impervious strata: Max. 76+ in. Min. 16 in. 0 Not observed 4. Free Water Present: 0 Yes 8 No Range in inches: 5. Depth to seasonal water table(gray mottling or gray color): 7" inches 0 Not observed 6. Soil percolation rate estimated: 0 Yes 0 No Estimated rate: 80 min/in at 1 inches depth Texture Group: 0 I 0 II B III 0 IV 7. Percolation test performed: D Yes El No If yes, provide additional data on percolation test results. Name and title of evaluator: J.T. Frazier Signature: D Site approved: Drip Dispersal (describe dispersal area,e.g. absorption trenches)dispersing TL3 &disinfection (proposed level of treatment at time of evaluation)to be placed at 1 (inches)depth at site designated on permit. Site provides a total of 11050 square feet of absorption area for primary and reserve(if applicable). D Site disapproved: Reasons for rejection(check all that apply) 1. 0 Position in landscape subject to flooding or periodic saturation. 2. 0 Insufficient depth of suitable soil over hard rock. 3. 0 Insufficient depth of suitable soil to seasonal water table. 4. 0 Rates of absorption too slow. 5. 0 Insufficient area of acceptable soil for required absorption area, and/or reserve area. 6. 0 ProposedY s stem too close to well. ', ;c•��''-�'-i1, / 7. 0 Other(specify)_ ,`�.' (, t / I E R c a-, �/ U1384 H , ,>41/OR ,� rr This form contains personal information subject to disclosure under the Freedom ofInformati�, t. Rev sea1f2f1Y2014 : l�z r 3 II srzw 0cw- srrr *4110/ Page_of SOIL PROFILE DESCRIPTION REPORT Date of Evaluation: 05/20/16 Site# 112E Where the local health department conducts the soil evaluation,the location of profile holes may be shown on the schematic drawing on the construction permit or the sketch submitted with the application. If soil evaluations are conducted by a private soil scientist, location of profile holes and sketch of the area investigated including all structural features,i.e.,sewage disposal systems,wells, etc.,within 100 feet of site(See Section 4)and reserve site shall be shown on the reverse side of this page or prepared on a separate page and attached on this form. See application sketch page ❑See construction permit ❑See sketch on reverse side or attached to this form. Hole# Horizon Depth(Inches) Descriptions of color,texture,etc. Texture Group 2.5Y 5/3 Loam Weak Meduim Granular Abundant Fine Meduim Roots IIB A 0-3 Friable Common Surface Cobbles 10YR 6/6 Silt Loam Weak Meduim Subangular Blocky Common Cobbles III 1 Bw 3-12 Friable 2.5YR 4/8 7.5YR 6/6 4/6 Silty Clay Loam Loam Moderate Meduim III Bt 12-23 Subangular Blocky Few Common Mno2 Stains Friable Cr 23"-56"+ Greenstone;Impervious @ 37+ * 10YR 7/2 Redox @ 37+ 2.5Y 5/3 Loam Weak Meduim Granular Abundant Fine Meduim Roots IIB A 0-3 Friable Common Surface Cobbles 10YR 6/6 Silt Loam Weak Meduim Subangular Blocky Common Cobbles III 2 Bw 3-12 Friable 2.5YR 4/8 7.5YR 6/6 416 Silty Clay Loam Moderate Meduim Subangular III Bt 12-16 Blocky Common Mno2 Stains Friable Cr 16"-37"+ Greenstone;Impervious @I6"+ = 10YR 7/2 Redox @ r+ 2.5Y 5/3 Loam Weak Meduim Granular Abundant Fine Meduim Roots IIB A 0-2 Friable Common Surface Cobbles 10YR 6/6 Silt Loam Weak Meduim Subangular Blocky Common Cobbles III 3 Bw 2-8 Friable 2.5YR 4/8 7.5YR 5/8 Silty Clay Loam Moderate Meduim Subangular III Bt 8-20 Blocky Common Mno2 Stains Friable Cr 20"-44"+ Greenstone 5PB 4/1 3/1 Rock Color;Impervious @ 20"+ * 10YR 7/2 Redox @ 15+ 2.5Y 5/3 Loam Weak Meduim Granular Abundant Fine Meduim Roots IIB A 0-2 Friable Common Surface Cobbles 10YR 6/6 Silt Loam Weak Meduim Subangular Blocky Common Cobbles III 4 Bw 2-8 Friable 2.5YR 4/8 7.5YR 6/6 4/6 Silty Clay Loam Loam Moderate Meduim III Bt 8-30 Subangular Blocky Few Common Mno2 Stains Friable Cr 30"-55+ Greenstone 5PB 4/1 3/1 Rock Color;Impervious @ 30"+ = 10YR 7/2 Redox @ 27+10YR 6/3 Pales©2(r+ 2.5Y 5/3 Loam Weak Meduim Granular Abundant Fine Meduim Roots IIB A 0-5 Friable Common Surface Cobbles 7.5YR 5/8 Silty Clay Loam Loam Weak Moderate Meduim Subangular III 5 Bt 5-35 Blocky Friable Mixed 7.5YR 5/6 4/6 2.5YR 4/6 Silty Clay Loam-Heavy Silty Clay Loam 15%Channers Weak Meduim Subangular Blocky Moderately Friable- Bc 35-51 Friable IlI Mixed 2.5YR 4/6 1OR 4/6 Silt Loam-Heavy Silt Loam 15%Channers C 51-77 Friable Structureless Massive Few Feldspar Pliµgs:,;)1,,'v I.-,-;, 0,r III 8 * 10YR 7/2 Redox @ 36"+ 1 ,� .: f sly �, Remarks: • • J. 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H i i 1 io Page of Site and Soil Evaluation Report VDH Use Only HDIN: General Information Date: 10/28/16 Albemarle County Health Department Owner: Wright 104, LLC Phone: 434-245-4932 Owner Address: 707 East Jefferson Street, Charlottesville, Virginia 22902 Property Address: Dudley Mountain Road Tax Map/GPIN#: 101-2, 101-2A1,101-2 B&2C,89-25 Subdivision: GreenLoft Farms Section: Block: Lot: 3Srte,,1F Soil Information Summary 1. Position in landscape satisfactory: B Yes 0 No Describe landscape position: Backslope 2. Slope: 20-22 3. Depth to rock/impervious strata: Max. 76+ in. Min. 25 in. 0 Not observed 4. Free Water Present: 0 Yes 8 No Range in inches: 5. Depth to seasonal water table(gray mottling or gray color): 30 inches 0 Not observed 6. Soil percolation rate estimated: 0 Yes 0 No Estimated rate: 80 min/in at 1" inches depth Texture Group: 0 I 0 II 8 III 0 IV 7. Percolation test performed: ❑Yes 1:1 No If yes,provide additional data on percolation test results. Name and title of evaluator: J.T. Frazier Signature: ❑ Site approved: Dnp Dispersal (describe dispersal area,e.g. absorption trenches)dispersing TL3 &disinfection (proposed level of treatment at time of evaluation)to be placed at 1 (inches)depth at site designated on permit. Site provides a total of 11050 square feet of absorption area for primary and reserve(if applicable). In Site disapproved: Reasons for rejection(check all that apply) 1. 0 Position in landscape subject to flooding or periodic saturation. 2. 0 Insufficient depth of suitable soil over hard rock. 3. 0 Insufficient depth of suitable soil to seasonal water table. 4. 0 Rates of absorption too slow. 5. 0 Insufficient area of acceptable soil for required absorption area,and/or reserve area. 6. 0 Proposed system too close to well. 7. 0 Other(specify) ,. ir o i J. , �, O =i H L ,c' This form contains personal information subject to disclosure under the Freedom of Informatio (6. Revi e 1 19 ,...4"::'' a'' )-.f 6ss 0 Page_of SOIL PROFILE DESCRIPTION REPORT Date of Evaluation: 05/19/16 Site# 111F Where the local health department conducts the soil evaluation,the location of profile holes may be shown on the schematic drawing on the construction permit or the sketch submitted with the application. If soil evaluations are conducted by a private soil scientist, location of profile holes and sketch of the area investigated including all structural features,i.e.,sewage disposal systems,wells, etc.,within 100 feet of site(See Section 4)and reserve site shall be shown on the reverse side of this page or prepared on a separate page and attached on this form. ❑See application sketch page ❑See construction permit ❑See sketch on reverse side or attached to this form. Hole# Horizon Depth(Inches) Descriptions of color,texture,etc. Texture Group 2.5Y 5/2 Loam Weak Meduim Granular Abundant Fine Meduim Roots A 0-1 Friable IIB 1 Bw 1-7 10YR 6/4 6/6 Silt Loam Weak Meduim Subangular Blocky Friable III 2.5YR 4/8 7.5YR 5/8 Silty Clay Loam-Heavy Silty Clay Loam 15% Channers Moderate Meduim Subangular Blocky Few Common Mno2 Bt 7-26 Stains Friable III Cr 26"-54"+ Greenstone;Impervious @ 30"+ * 10YR 7/2 Redox©30"+10YR 6/3 Pales @ 17"+ 2.5Y 5/2 Loam Weak Meduim Granular Abundant Fine Meduim Roots A 0-1 Friable IIB 10YR 6/6 6/4 Silt Loam Weak Meduim Subangular Blocky 10%Stones 2 Bw 1-8 Cobbles Friable III 2.5YR 4/8 7.5YR 5/8 Channery Silty Clay Loam 20%Stones Moderate Bt 8-25 Meduim Subangular Blocky Common Mno2 Stains Friable III Cr 25-53"+ Greenstone;Impervious @ 36"+ 10YR 7/2 Redox @ 36"+10YR 6/3 Pales @ 25"+ 2.5Y 5/2 Loam Weak Meduim Granular Abundant Fine Meduim Roots A 0-1 Friable IIB 10YR 6/6 6/4 Silt Loam Weak Meduim Subangular Blocky Common 3 Bw 1-8 Quartz Cobbles Friable III 2.5YR 4/8 7.5YR 5/8 Channery Silty Clay Loam 15-20%Channers Bt 8-38 Moderate Meduim Subangular Blocky Common Mno2 Stains Friable III Cr 38"-54"+ Greenstone;Impervious @ 38"+ * 10YR 7/2 Redox @ 38"+ 2.5Y 5/2 Loam Weak Meduim Granular Abundant Fine Meduim Roots ,.;, A 0-1 Friable IIB ,,�* i 10YR 6/6 Channery Light Silty Clay Loam 20%Channers Weak Meduim • 4 Bw 1-9 Subangular Blocky Friable III , 2.5YR 4/8 7.5YR 5/8 Channery Silty Clay Loam 15-20%Channers , -) J. - ' 2 r. � Bt 9-41 Moderate Meduim Subangular Blocky Common Mno2 Stains Friable III r - '"' :; .4 40 0,-)13S4. C 41-76 Mixed 2.5YR 4/8 5YR 5/6 4/6 Silt Loam Friable Structureless Material IV yE D PU Rt = › :-7:* ''''' 10YR 7/2 Redox @ 35"+10YR 6/3 Pales @ 26"+ 4` ' Common Surface Stones Cobbles �` *lO ' /3/i/ J //,CS: 2.5Y 5/2 Loam Weak Meduim Granular Abundant Fine Meduim Roots 9z �N_g ITE colli A 0-2 Friable IIB 10YR 6/6 5/6 Light Silty Clay Loam Weak Meduim Subangular Blocky 5 Bw 2-10 Common Quartz Cobbles Friable III 2.5YR 4/8 Silty Clay Loam 15%Channers Moderate Meduim Subangular Bt 10-32 Blocky Friable III , 10YR 6/6 6/8 Grey Parent Material Silty Clay 15%Channers Weak j. Bc 32-45 Meduim Subangular Blocky Firm Sticky IV . , Mixed 2.5YR 4/8 5YR 5/8 6/8 Silt Loam-Mica Loam 15%Channers C 45-70 Friable Structureless Material IV , = 10YR 7/2 Redox @ 35"+10YR 6/3 Pales @ 28"+ ') 1 . 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' • FT6 ', C • o ..\ m Cr)� y\ \ ,90'4 cn ; 2 `.\. z -,�� •O - - ... Cn - ••c�L ..b...4 - d "\ •^• : -.- o ➢3 b 0 in O \ \ . 0 \ /��•.'a -a•/� •�' �? �•,,• z/f<.\ cn -. e' - 0)\' •9-a • 1 I 1 I\\\CS: IIIIP. \°\\4 2 1. 4 \�� 19N o 00 • /' ,'\ \ co -a \ ' 0 H 0 'tib° �,,�J 4°E.0 '< 6. -o ,'/ / /T \ \ zrn-DZ 1 0 ,o 49 t z-r)H n�,l.�,'< O '-' / ,' V4 ^ \ r--la]rri I �l q,9•'t!1.-. RC 1„ -o w o� ,2 ti • C'� .cn m m H� 't'I Gil '-F< C r c ' � • Q• \ ) H /' /' I\rn ?cno II \ \ rn< ' I ,--, cz `. C m O z Z t, ! �,, -n Co co\ rn / ,' �� —= b \ aDD(n / o = L42 _ 41 z • \,1, o! • r / / 00 N -momz 33{n-l0 ,-.-, ,-+ m b N • c; O O Q2g: %�- 1 n JD0Dm ,..-,f�rn - / cn cn N AL/7 ° L ,'0°) o �� O`',0 -D32\.;-,0) 3zD� m� / r r �• r 28p 5•p3..E rnn '1 , D� •• \-D34 mDmo\z / , A i- �O 1 ' c~n zcn� 88 0 �, -I m 1 -1 / F rn --___a.b. cn jj -0 \\\O ` \ = 4.39 >- co C ' w w -700CD �P�,,-z-, �X \`\�` \ \ ti I / C /-�0\ o07 . . / H w N W ���DDCn \�\. \ \ 0_" / cn "'� • "77 ON01 o cn 70� , m m cn-I-+ O \ / n,N �\�la ,p 01 • rn rn /--- _ xmAm"„-r "0O.°\O 1 / �n • �- �` Y - _y rn --,'-' - m r-7 to-- r7 ioo-1 --r_0 ro 3 z . �u� 1 / - O -n - ID cn t-41 . . / O �\ 7 _'�,�� 01 oa? - o &A / 714, � G7�� {TJW \'=' \ V // �� 10 o-- ; ��\ � ' -,1 _Z = rr7 �C ••qR C V� c w m 0 r `O D \ \ �n ,-+ •o ro m o m p .CF��N m �-+ - m - „� l •S p p C7 N o . = U? _� f1 A 4,9e q u' -I \ \m / � . ., h; , oro t FS''.? r,, \� / ,-, ' �'"N o ,y _ti �.�'1) Sim, j � - - - Q�9 • ., c Q9p 2 p "p1 , �;a,, C � `��, f,I/ r. mutt • / .,,,,<, 72. O .�33 ty+ '� R.) i/ " / 1 "\ (OI ' / r ` ,L . ,'? y .cn • O-.0 l / H�' 1> O A �t tib ♦°1� \C) '' V037 °' D \ \ ' " r-cn C7 �d - '' �. ti coo o 0-7 ( N'N / /ti • I -_• Z`1F' -F.. t--+ S / / cn A� Off 'is.. 44 m G' '- o s n LT',1,1,`-`r,' , u,"0 a N I _•cn U w NDb91� r. , 9�° • m w o'er 6 l �`' `''•OS19 ,/� \ 1--R.) Page of Site and Soil Evaluation Report VDH Use Only HDIN: General Information Date: 10/28/16 Albemarle County Health Department Owner: Wright 104, LLCPhone: 434-245-4932 Owner Address: 707 East Jefferson Street, Charlottesville, Virginia 22902 Property Address: Dudley Mountain Road Tax Map/GPIN#: 101-2, 101-2A1,101-2B&2C,89-25 GreenLoft Farms 4Site110F Subdivision: Section: Block: Lot: Soil Information Summary 1. Position in landscape satisfactory: El Yes 0 No Describe landscape position: Backslope 2. Slope: 16'a% 0/0 3. Depth to rock/impervious strata: Max. 76+ in. Min. 33 in. 0 Not observed 4. Free Water Present: 8 Yes 0 No Range in inches: 30-56" 5. Depth to seasonal water table(gray mottling or gray color): 19 inches 0 Not observed 6. Soil percolation rate estimated: 0 Yes 0 No Estimated rate: 80 min/in at 1-4 inches depth Texture Group: 0 I 0 II El III 0 IV 7. Percolation test performed: 0 Yes f1 No If yes,provide additional data on percolation test results. Name and title of evaluator: J.T. Frazier Signature: En Site approved: Drip Dispersal (describe dispersal area,e.g. absorption trenches)dispersing TL3 &disinfection (proposed level of treatment at time of evaluation)to be placed at 1-4 (inches)depth at site designated on permit. Site provides a total of 10800 square feet of absorption area for primary and reserve(if applicable). ri Site disapproved: Reasons for rejection(check all that apply) 1. 0 Position in landscape subject to flooding or periodic saturation. 2. 0 Insufficient depth of suitable soil over hard rock. 3. 0 Insufficient depth of suitable soil to seasonal water table. 4. 0 Rates of absorption too slow. 5. 0 Insufficient area of acceptable soil for required absorption area,acrd/or reServe area. 6. 0 Proposed system too close to well. ( w 7. 0 Other(specify) 3 t, tR t), J1,34 DPOR / y�/ 0 • l CV This form contains personal information subject to disclosure under the FV� m of Iif�or ion .a evrsed 12/1/2014� r .°0111.0°N-S l i Of* SINO ) -C)/(L.',0 Page_of SOIL PROFILE DESCRIPTION REPORT Date of Evaluation: 05/19/16 Site# 110F Where the local health department conducts the soil evaluation,the location of profile holes may be shown on the schematic drawing on the construction permit or the sketch submitted with the application. If soil evaluations are conducted by a private soil scientist, location of profile holes and sketch of the area investigated including all structural features,i.e.,sewage disposal systems,wells, etc.,within 100 feet of site(See Section 4)and reserve site shall be shown on the reverse side of this page or prepared on a separate page and attached on this form. See application sketch page DSee construction permit ['See sketch on reverse side or attached to this form. Hole# Horizon Depth(Inches) Descriptions of color,texture,etc. Texture Group 10YR 5/3 Loam Weak Meduim Granular Abundant Fine Meduim Roots A 0-2 Friable IIB 1 Bw 2-7 7.5YR 5/6 5/8 Silt Loam Weak Meduim Subangular Blocky Friable III 2.5YR 4/8 Silty Clay Loam 15%Channers Moderate Meduim Subangular Bt 7-33 Blocky Friable III Cr 33"-52"+ Greenstone;Impervious @ 33"+ * 10YR 7/2 Redox @ 31"-35'+ 10YR 3/3 3/2 Loam Weak Meduim Granular Abundant Fine Meduim A 0-2 Roots Friable HB 2 Bw 2-9 10YR 6/6 5/6 Light Silt Loam Weak Meduim Subangular Blocky Friable III 2.5YR 4/8 Silty Clay Loam 15%Channers Moderate Meduim Subangular Bt 9-32 Blocky Common Mno2 Stains Friable III 10YR 6/6 Grey Parent Material Silty Clay 15%Channers Weak-Moderate Bc 32-40 Meduim Subangular Blocky Firm Sticky IV Cr 40"-50"+ Greenstone;Impervious @ 40"+ * 10YR 7/2 Redox @ 27"+ 10YR 3/3 3/2 Loam Weak Meduim Granular Abundant Fine Meduim A 0-2 Roots Friable HB 10YR 6/6 5/6 Light Silty Clay Loam Weak Meduim Subangular Blocky 3 Bw 2-9 Common Quartz Cobbles Friable III 2.5YR 4/8 Silty Clay Loam 15%Channers Moderate Meduim Subangular Bt 9-40 Blocky Friable HI Cr 40"-74"+ Greenstone;Impervious @ 40"+ * 10YR 7/2 Redox @ 35'+ * Freewater @ 56"+ 10YR 3/3 3/2 Loam Weak Meduim Granular Abundant Fine Meduim A 0-1 Roots Friable IIB 10YR 6/6 Channery Light Silty Clay Loam 20%Channers Weak Meduim 4 Bw 1-8 Subangular Blocky Friable III 5YR 5/6 2.5YR 4/8 Heavy Silty Clay Loam-Silty Clay Weak Meduim Bt 8-38 Subangular Blocky Firm Sticky III 10YR 6/6 6/8 Grey Parent Material Silty Clay 15%Channers Weak • Bc 38-64 Meduim Subangular Blocky Firm Sticky IV * 10YR 7/2 Redox @ 23"-26"+ * Freewater @ 30"+ 10YR 3/3 3/2 Loam Weak Meduim Granular Abundant Fine Meduim A 0-2 Roots Friable IIB '' 10YR 6/6 5/6 Light Silty Clay Loam Weak Meduim Subangular Blocky 5 Bw 2-9 Common Quartz Cobbles Friable III , ''(..C2,'''' cif''', 2.5YR 4/8 Silty Clay Loam 15%Channers Moderate Meduim Sul an ular• `' (�1; gat Bt 9-49 Blocky Friable ' II / ' 10YR 6/6 6/8 Grey Parent Material Silty Clay 15%Chart ket'Weak / `i 5 `-' .1/ Bc 49-76 Meduim Subangular Blocky Firm Sticky .•i IV * 10YR7/2Redox @19"+ GR • ,l- * Freewater @ 46"+ • T 4 F �)i�i33 _"` Remarks: • DP O R4. ���', l /‘//7;, L.uN-61T� ti,, ;. Z--UIw� _ ~ n (i)� ��� u o o O(�3 1(4), C D �•7 L� Z N �N p < •F ® Z Z acn C F— Co c cr' m o m• COz 03 A 3 • .�..� "� CI)D 33 33 oGArTI .. 0) - E - - cDnD�z co _co -0 i--1 H0 �o j mHD c37Z C) nWnnO � / 60 • t m z�mo z ---1, �D _ z -o z Z =__, coy:i5, , •(/fr -N-N\N, C CD 0 3j zoo (DOSH Wiz,: :;moo, I I �� •I�1i�\' �' \'• r" z N08 31 '09.,E `: .:, 1 1�-- ..12_,;,----- 9\,� Nww co . 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' -ate ' �zA� pw CD p /-714 cn HDrnmCDO1 \\\_.1 cp \ / / O 7 ay �rnm�,' �°' m q -�- rn C Ic!,-I�w \ V I [moo -r"a \` 1--,\I • 'c - -In o 9 L' / c 'w A CF�°'N m H----co m o \ �0 / 7S D 1 \ H pV z(s3=TY4' ' / Old 0 0 -1 c /ca CD / '� N 1 • F %AV v0 Du'< r pp •ksp `� 3-•.-5_ J ) / �/ /e ter- ,ati� ,\ 3. . 1, r_•v- f _ o, �D _ / S O N., \ -. N '. • c -r.•-ID O-.p / '00 —! \ t1 c f ,/ N ErI�t. co D / r 2d.'--i �' -.'.1 n H Q tiU ' _ , I .. a .r--- ,Cn U]UiUJ 1OS / �/9 m, 1 �S — � — - - -� ��5 .6,519 . Page_of__ Site and Soil Evaluation Report VDH Use Only HDIN: General Information Date: 10/28/16 Albemarle County Health Department Owner: Wright 104, LLC Phone: 434-245-4932 Owner Address: 707 East Jefferson Street, Charlottesville, Virginia 22902 Property Address: Dudley Mountain Road Tax Map/GPIN#: 101-2, 101-2A1,101-213&2C,89-25 6Site 106E Subdivision: GreenLoft Farms Section: Block: Lot: Soil Information Summary 1. Position in landscape satisfactory: 8 Yes 0 No Describe landscape position: Backslope 2. Slope: 8-10 3. Depth to rock/impervious strata: Max. in. Min. in. 8 Not observed 4. Free Water Present: 0 Yes El No Range in inches: 5. Depth to seasonal water table(gray mottling or gray color): inches ®Not observed 6. Soil percolation rate estimated: 0 Yes 0 No Estimated rate: 60 min/in at 30-36 inches depth Texture Group: 0 I 0 II El III 0 IV 7. Percolation test performed: ID Yes El No If yes,provide additional data on percolation test results. Name and title of evaluator: J.T. Frazier Signature: El Site approved: Trenches (describe dispersal area,e.g. absorption trenches)dispersing Septic Tank Effluent (proposed level of treatment at time of evaluation)to be placed at 30-36 (inches)depth at site designated on permit. Site provides a total of 9200 square feet of absorption area for primary and reserve(if applicable). ` 1) ® Site disapproved: Reasons for rejection(check all that apply) l) 1. 0 Position in landscape subject to flooding or periodic saturation. < 2. 0 Insufficient depth of suitable soil over hard rock. 3. 0 Insufficient depth of suitable soil to seasonal water table. `� 4. 0 Rates of absorption too slow. w��'-�-i�t a 5. 0 Insufficient area of acceptable soil for required abso '1 t ��area an o i*lerv.c area,. 1 / Proposed system too close to well. voIr 6. 0 p Y 2 7. 0 Other(specify)_ 7:"- J. FRAZIER c 40 001384 -. =T. DPOR .., ,. f 113/I f 4113 This form contains personal information subject to disclosure under the F •'� ' of InformatiQ * Revised 12/1/2014 ON-SITE .>�` 18(66 Page_of SOIL PROFILE DESCRIPTION REPORT Date of Evaluation: 05/12/16 Site# 106F Where the local health department conducts the soil evaluation,the location of profile holes may be shown on the schematic drawing on the construction permit or the sketch submitted with the application. If soil evaluations are conducted by a private soil scientist,location of profile holes and sketch of the area investigated including all structural features,i.e.,sewage disposal systems, wells,etc.,within 100 feet of site(See Section 4)and reserve site shall be shown on the reverse side of this page or prepared on a separate page and attached on this form. 0 See application sketch page 0 See construction permit 0 See sketch on reverse side or attached to this form. Hole# Horizon Depth(Inches) Descriptions of color,texture,etc. Texture Group 7.5YR 4/6 Loam Weak Meduim Granular Abundant Fine Meduim Roots A 0-3 Friable IIB 2.5YR 4/6 Silty Clay Loam Weak Moderate Meduim Subangular Blocky 1 Bt 3-32 Friable III C 32-76 2.5YR 4/6 Silt Loam Friable Structureless Massive III * Common Quartz Stones/Boulders From Top Of Ground To Bottom Fill 7"-0" _Recent Fill 5YR 3/4 4/4 Silty Clay Loam 2.5YR 4/8 Silty Clay Loam Weak Moderate Meduim Subangular Blocky 2 Bt 0-31 Few Quartz Stones Friable III C 31-74 2.5YR 4/8 4/6 Silt Loam Mica Loam Friable Structureless Massive HI 7.5YR 4/6 Loam Weak Meduim Granular Abundant Fine Meduim Roots A 0-3 Friable IIB 2.5YR 4/6 Silty Clay Loam Weak Moderate Meduim Subangular Blocky 3 Bt 3-38 10-15%Channers Friable III 2.5YR 4/8 5/6 5/8 7.5YR 6/8 Silt Loam Few Feldspar Plugs Friable C 38-76 Structureless Massive III 7.5YR 4/6 Loam Weak Meduim Granular Abundant Fine Meduim Roots A 0-1 Friable IIB 2.5YR 4/6 Silty Clay Loam Weak Moderate Meduim Subangular Blocky 4 Bt 1-35 10-15%Channers Friable III C 35-78 2.5YR 4/8 5/6 5/8 7.5YR 6/8 Silt Loam Friable Structureless Massive III 7.5YR 3/3 Loam Weak Meduim Granular Abundant Fine Meduim Roots A 0-1 Friable IIB 2.5YR 4/6 4/8 Silt Clay Loam Moderate Meduim Subangular Blocky 5 Bt 1-36 Friable III C 36-76 2.5YR 4/8 4/6 Silt Loam-Mica Loam Friable Structureless Massive III Common Quartz Cobbles Throughout'13t And'C' Remarks: a. �,.7v r'' 0 I4c R4 -- 5' DP0R .",° /6, I/31/ P' y , qL o1 �m�� /q/72°N srrr ',, . .pwz . 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CD i`• N .—O Dm ' , A o .7\ .'•\••� �ti • 0� C17 \ \`o�i �1�I\ a f .o T:::)1 S:,„�N oo • \\\ N w pp 9L• e• 0- \ \, ``I�`,l �O cry.. c� o , , Zl • )-, •. M••Op ' 1' )y) -i a\ D o0 - ti��� \ \ c r \ \ I cn T b'H ��c c`'�.\ o , ,T \ \ zrri-DZ ` 1 c� T. A'!1 z-n C)IL) 0,'< 0 , ,-, - \ -1•-133 tri �I Aq'M qqc-to m o,-1 - ti ! C�j���(.() ,�/ m cc-37 I— H� 1 qc 10-.• .� }_i En • ,, J ,C, ?Li(fl �I \ \ m H F 1. • < C m--I �2' O�\ ! up i' O�\ c' ) \ \ -Gt��< I L42r. < 0 moot • 01 ! '' ' mF • r 0,,` . 00.1 N mvor"z D(!3—IO H H i \ti ,�1 z' O O c'g cn D•,m )-,rn tri - / cn w N N17 .0 o p o. o -1 030 p32 ,, P1zZN m- • / ti r 1--- .1-,:;,. 28p 513E m 'b� , -_, zmz o ,.���,-, cn C3 in m -_\ \ -1 m \ -i / f: C 3 cn 6 D A V. cn z _ -n \ \O ' \ = 4.39 cn ' -700 Loo �¢'C �X \�\ ,..,., \ \ /U / / [~1] 9` . / -./ 07 - • , r-, W N Hi---A i-- �,n m xmAmmH Oma, \,\O \\ \\� // , / tiN ��IQ:� '. nd �� �z.1: .I.' o� m -710-- /7ioo'-� -I-oNZ z b'� �U3 \ / - Ot"' 7 - ay ---1 Fr) IN m i, �n cn Hr01m(n0 �� / O w 7 ti U1 •owA p / 714 = zy`--z-I \ \ \ / N -a - - `i • oC cD U1 C / co o�q.< r. Ui J �� +"\O�� �l S• 00, C�7�l�N ,V� `J' =may ��o m m mNc ROS .q1 J = \ , it H N ti •„ a"'v D U'S q A o \ \ l �, 3 N c3 .p / rn_ ___) �- - - - - - - - - 039 ti q0 q0�s%'• . / cn co l •I `1 F i1 ,� elN � /", CD# , ,. o.o / O. -, 11, . mom I- • / (I / H `,\i ti�"0 ;- •-,.. , /I gli 01 • 1 - �ii4SL , JIW _ . o _ 6 _ 00 v' :t, SIT ---,o'LI') CSS C7 - — ' ,- / ��� •6iS?9 ' {r, D co Page cG 7 d, Site RETA Soil Evaluation Report VDId[Use Daly HUN: General Information Albemarle County Health Department Date: 10/28/16 Owner: Wright 104, LLC Phone: 434-245-4932 707 East Jefferson Street, Charlottesville, Virginia 22902 Owner Address: Property Address: Dudley Mountain Road Tax Map/GPIN#: 101-2, 101-2A1,101-28&2C,89-25 6 SiletO6F Subdivision: GreenLOft Farms Section: Block: Lot: Soil Information Summary Backslope 1. Position in landscape satisfactory: g Yes 0 No Describe landscape position: 2. Slope: 12-14 78+ in. Min. 30 in. ❑Not observed 3. Depth to rock/impervious strata: Max. 21 Hole #5 Range in inches: 4. Free Water Present: �Yes 0 No inches g Not observed 5. Depth to seasonal water table(gray mottling or gray color): 6. Soil percolation rate estimated: 0 Yes 0 No Estimated rate: 75 min/in at 8'12 inches depth Texture Group: 0 I 0 II 51 III 0 IV 7. Percolation test performed: Il Yes 0 No If yes,provide additional data on percolation test results. Name and title of evaluator: J.T. Frazier Signature: (describe dispersal area,e.g. absorption trenches)dispersing Trenches 0 Site approved: $-72" depth at TL3 Disinfection (proposed level of treatment at time of evaluation)to be placed at (inches) p idtotal of 11475 square feet of abs'ot ion area Grlmary.-and site designated on permit. Site proves a . .� �(�f J. -its ' �-`: _ ; " , reserve(if applicable). A 0 0013':321 ,, 0 Site disapproved: Reasons for rejection(check all that apply) .;� ®P ; 1. 0 Position in landscape subject to flooding or periodic saturation. w fo 2. ❑ Insufficient depth of suitable soil over hard rock. 3/) 3, ❑ Insufficient depth of suitable soil to seasonal water table. L S� 4, 0 Rates of absorption too slow. 5. ❑ Insufficient area of acceptable soil for required absorption,area, and/or reserve are.. 6. 0 Proposed system too close to well. 7. 0 Other(specify) - — _ i'` / j _"1/ i _, f �tepu het. Revised 112/1/2014 This form contains personal information subject to disclosure under the,Freec�oi o ; jrJ. V Page of SOIL PROFILE DESCRIPTION REPORT Site# 105E Date of Evaluation: 05/12/16 onrIf soil evaluationsosmab are conducted by a privatecsoil Where the local health department conducts the soil evaluation,the location of profile holes may be shown on the schematic drawing on the construction permit or the sketch submitted with the application. wells, scientist, 100 feet of holes ite(Seesketch Sect Sectthe ion andea reserve site investigated shall be showing ln on the reverse side of this page or posal reparedtems, on a wells,etc, separate page and attached on this form. See sketch on reverse side or attached to this form. El See application sketch page ❑See construction permit Descri•tions of color,texture,etc. Texture Grou. Hole# Horizon De.th Inches 10YR 5/6 7.5YR 5/6 Loam Weak Meduim Granular Abundant Fine A 0-2 Meduim Roots Friable IIB 2.5YR 4/6 4/8 Silty Clay Loam Weak Moderate Meduim Subangular III 1 Bt 2-33 Blocky Friable Mixed 2.5YR 4/6 4/8 7.5YR 6/8 Channery Loam Mica Loam 20-30%Soft III C 33-79 Channers Friable Structureless Massive 10YR 5/6 7.5YR 5/6 Loam Weak Meduim Granular Abundant Fine IlB A 0-2 Meduim Roots Friable 2.5YR 4/6 4/8 Silty Clay Loam Weak Moderate Meduim Subangular III 2 Bt 2-38 Blocky Friable 2.5YR 4/8 4/6 Silt Loam Channery Mica Loam 20%Soft Channers III C gB-78 Friable Structureless Massive * Freewater @ 39"Only 10YR 5/6 7.5YR 5/6 Loam Weak Meduim Granular Abundant Fine IIB A 0-5 Meduim Roots Friable 2.5YR 4/6 4/8 Silty Clay Loam Weak Moderate Meduim Subangular III 3 Bt 5-38 Blocky Friable III C g8-78 2.5YR 4/8 1 OR 4/8 Silt Loam Friable Structureless Massive 10YR 5/6 7.5YR 5/6 Loam Weak Meduim Granular Abundant Fine IIB A 0-4 Meduim Roots Friable 2.5YR 4/6 4/8 Silty Clay Loam Weak Moderate Meduim Subangular III 4 Bt 4-38 Blocky Friable Mixed 2.5YR 4/8 3/6 5/8 10YR 7/8 7/6 Channery Loam Mica Loam 20- IIIC 38-72 30%Moderately Soft Channers Friable Structureless Massive 7.5YR 3/3 Loam Weak Meduim Granular Abundant Fine Meduim Roots ;'\ ?.. A 0-2 Friable 2.5YR 4/8 4/6 Silt Loam Moderate Meduim Subangular Blocky Friable 1=jj ., �`1 n i; 5 Bt 2-30 ,� �,-, Cr 30"-63"+ 10YR 7/2 R Impervious 1 30"+ •4 C 1`38 10YR 7l2 Redox @ 21"-31"Only .�F,a.+ 74 OPOR y Freewater @ 21"Only ' )3/)U \ ? 1-44 °N-S103, Remarks: J' 6_, • V.,. �/j r �, ( [ / 7 ( ` r ----_-- m r Ri C0 \ k. _ II COr,- . C � =�� ®1 , Ncru � � 33 Li 1. Co .0) ` Cr),' .. ) �c�� ii H - �� • / CO w� o.w S rri z 0q eG1 O� �o c`an z CO mcn c{, �/ �I/I,G �U,•..� r- co o 0 o .1 07 '/ . S ,-- ,_ m cn o 0 1- cr Q 1 1 FTL'q 02. , WC,„ m Z °� • :\ I I C/r " �\ M z i z o. .\a Zit/6' �;= �'• �� c4 W w� z N08 °31 '09"E •: ::+, ( 1 i, � �• . w`\ ccn -RD M a,� m a, 194.93' .•••4�0, I' / -- —,•�_ i 52i O��'S, • mo oa? �� z ti mon p1rrl �` �1 — — — 7 _ _ �S, 9qp \n A -10 cn - CD ru z Li cDnn�m �� ',�O% ---• _ a] I(�S \\ n m wo R3 c; I..(3' \ m c- mzz / /,� •-'I I CO Q,om�HeO CD c ( /( O -'l mW cnDic-1i• xAmmH4,Vs 01 •• Dai \ zr�ZD-D - o • a fs _ J� 19 n clO \ \\\ +�'o''�,� \ \ _ /� �.> `� S w P-':••@ (7z + `\ \ m N ` • �: \p Dnp \ �� �`� �� \ \o .2cs6 d-...6.42,07-..>' % s T6'4C C \`` No VA v, ` N \ 20 9°Gil H %� . �:\� °l K 01 Z',�,c� H �`'o':'. +� «'�' N \ \�\� C g• ,• �2 cn � ,`; SCO/0 •20° cp . � : :•;�� \ \ \ \ ,�� ° fig, ' \; \\ �F 4?0',.': 3-.Q`r1.1 ii-;1--,,, n 0110 13 O, C:3 `' o 0 4, \ \ c rn \ \ CD T VH D co O°� N ; �- -o S',. ,`Pr \ \ z rn-o z \ n T /�'� z L ,-,0 CD \. i' '/ ' m 4�nn \ \ m H� I 111).06.z..10.7.-.,'-`'. '<.. cpC r-4ZD �2 O \ - r-, i \ \ o <I�G / L42 u, 4 cD -. 0 mZOZ L' �., or . r- s w.','p,, �N �—Nmomzo���o / ; , ' ;-� 1 �'..�mv I.d \ 0 zc ®O Oma'-:\-,� ./ D73Dm Hrnrn - / al cn R1 N17° ..p p` 1_..1.--I 9p'o D32���0;'' p3 mnZNlmrn /l A�© 2g0 5181E m , _'d�H \> r 1.1-, 4 z G7 m o r o —I k� H C3(�1 m --__\\� -Imp \ l 4 �3g �, ,4,. c" 007 LO �Q'g HX \\u.S \ \ R., / / CCD ° /,�0� O� n) / I-IDO CD 01 NN / __� Fri 70� �p W �(Wp�DDCJ] `��\ \ \ / U, N� �yp'a '>I r �O� OW U, "--� /--_ya X�AC�1If�T1H� 0‘,2,-....°\Q \ \ / cul Nr \19\� `y d �y �z J� N°7_ CD -710-- /7104)' —I.0 N Z , \U \ / - © N ` Ni J T W LO ry -�� in r+r-o,m w c, \ / VJ O - .. _'�y Di r'C - �n o /-714 - ZD'Z--a \ \ \ / —1 N -r O _ a ;qnn c.� m \ \ ,.,, H O y a,N o m '7CF40-N �� a) I-4—AD cri � m \ oU� l -,s• 4)o, n \N , o ` , ,..W = Y m lo < ' ' / N � t � i 0 in u' 8 • ,', r �? oqcp.'. A o . . N51 p /, I D_ _� / 0--A'.. ° (110412' � �A01 ",xf `l-' ec p0r (31 • :c..)\-•:,'," 4/•,,,,t,e, / ' 4r. ,, „,!, ,,. _t. tii.po p d 'CI i �: / fn O ®® \ �Cp�� ! [1[i(r ria 1 ID(V w i - • >7 ,..--- o-.0 I O. \� Y�tr d !� 1--- ›- ---i cn ili- N"N / llrj w \V U) llfr ,�C S� E t:Tf 6 , , 07 c5� SNI• _ _• ��\ U, �0t/91�5 / 4�9. ..6 �' 4 'y ailS , ,,i R.., cflw_o� p / c�° njr, No...., -W60 Page ui gto and Son Evalluation Report VDU Use Only HDIN: General Information Date: 10/28/16 Albemarle County Health Department Owner: Wright 104, LLC Phone: 434-2454932 Owner Address: 707 East Jefferson Street, Charlottesville, Virginia 22902 Property Address: Dudley Mountain Road Tax Map/GPIN#: 101-2, 101-2A1,101-2B&2C,89-25 Subdivision: GreenLoft Farms Section: Block: Lot: 'S'le'°'F Soil Information Summary 1. Position in landscape satisfactory: 0 Yes 0 No Describe landscape position: Backslope 2. Slope: 14-16 3. Depth to rock/impervious strata: Max. 50 in. Min. 10 in. 0 Not observed 4. Free Water Present: 0 Yes g No Range in inches: 5. Depth to seasonal water table(gray mottling or gray color): 6 inches 0 Not observed 6. Soil percolation rate estimated: 0 Yes 0 No Estimated rate: 90 min/in at +2 inches depth Texture Group: El I 0 II 0 III 0 IV 7. Percolation test performed: 0 Yes 0 No If yes,provide additional data on percolation test results. Name and title of evaluator: J.T. Frazier Signature: 0 Site approved: Dnp Dispersal (describe dispersal area, e.g. absorption trenches)disllersmg `` i( TL3 & Disinfection (proposed level of treatment at time of evaluation)to be placed at +2;' (inches)d t t P providessquareabsorption,area for; a• nd=" ?, reserve(if applicable). �� 0 Site disapproved: Reasons for rejection(check all that apply) 1 7 1. 0 Position in landscape subject to flooding or periodic saturation. ;', 4- 1/l q/J<K 2. 0 Insufficient depth of suitable soil over hard rock. ',��,.,017_,-,0'.5 3. 0 Insufficient depth of suitable soil to seasonal water table. 4. 0 Rates of absorption too slow. 5. 0 Insufficient area of acceptable soil for required absorpti i and/or' zve area /' ;' 6. 0 Proposed system too close to well. _o� 7. 0 Other(specify) V { J FRAZ.IER :r '40 0U1384 fr,' - "' DPOR ,1, ° t� ' This form contains personal information subject to disclosure under the)Freed `�j�nfo t3U1 i$ed 12'/112012 °N-SITES , Page__of SOIL PROFILE DESCRIPTION REPORT Site# 104E Date of Evaluation: 05/11/16 Where the local health department conducts the soil evaluation,the location of profile holes may be shown on the schematic drawing on the construction permit or the sketch submitted with the application. If soil evaluations are conducted by a private soil scientist,location of profile holes and sketch of the area investigated including all structural features,i.e.,sewage disposal systems, wells,etc.,within 100 feet of site(See Section 4)and reserve site shall be shown on the reverse side of this page or prepared on a separate page and attached on this form. Once application sketch page ❑See construction permit (I)See sketch on reverse side or attached to this form. p Descriptions of color,texture,etc. Texture Group Hole# Horizon Depth(Inches) 10YR 3/2 Loam Weak Meduim Granular Abundant Fine Meduim„Roots IIB A 0-2 Friable 1 Bw 2-10 10YR 5/6 Silt Loam Weak Moderate Meduim Subangular Blocky Friable III 2.5YR 4/8 5YR 5/8 Silt Clay Loam Heavy Silty Clay Loam Weak III Bt 10.22 Moderate Meduim Subangular Blocky Friable � Bc 22-39 10YR 6/8 Clay Weak Meduim Subangular Blocky Firm Sticky Cr 39"-74"+ Greenstone;Impervious @ 39"+ 10YR 7/2 Redox @ 6"+ • Freewater @ 21"+ 10YR 3/2 Loam Weak Meduim Granular Abundant Fine Meduim Roots IIB A 0-3 Friable 2 Bw 3-13 10YR 5/6 Silt Loam Weak Moderate Meduim Subangular Blocky Friable III 2.5YR 4/8 5YR 5/8 Silt Clay Loam Heavy Silty Clay Loam Weak III Bt 13-27 Moderate Meduim Subangular Blocky Friable Bc 27-42 10YR 6/8 Clay Weak Meduim Subangular Blocky Firm Sticky Cr 42"-50"+ Greenstone;Impervious @ 42"+ . 10YR 7/2 Redox @ 7"+ Freewater @ 10"+ 10YR 3/2 Loam Weak Meduim Granular Abundant Fine Meduim Roots IIB A 0-3 Friable 3 Bw 3-9 10YR 5/6 Silt Loam Weak Moderate Meduim Subangular Blocky Friable III n ,1` 2.5YR 4/8 5YR 5/8 Silt Clay Loam Heavy Silty Clay Loam Weak ,.' Bt 9-32 Moderate Meduim Subangular Blocky Friable III 'j Bc 32-50 10YR 6/8 Clay Weak Meduim Subangular Blocky Firm Sticky Ar Cr 50'+ Greenstone;Impervious @ 50"+ t f i 10YR 7/2 Redox @ 20"+ 940, t _s•i d! l 1 , -... � -- , �- - OE9 - Cn �L/ \� i F- H �1 1�0��" O'o/�m .0 X91' OLLL, Cr O�O�CIJQZ ��I ;ç; • ��-�� �� _�� •0• c�' gK_=oe`9` �to ti -m U C 1 --q wou t zHc - ;' s , zmaaHQ m Icn� -09-- �� • c�6 ci ¢w z H \i�.; o cn CC Z W i- Z ° O g f-i N � •� ~ , o. • b •- J �p 1 ��\ 2 E;-959 Q9 :-. amass d O cn N O ,r)2�0 —099 T- °oc1 • O• H U] \ \ Q 3Z 6A• '--trig--� �f 1c 041 4 z�Z O . p_ OH m \ 15 LOS -- _1 <v /`4ku � / Ez 0°LO.../.°N. h0..� OOO(D❑ =2gg\v\\ �\ H N - rr ,�• \ 0 5 0�' 8 , ,� i G u ° o I ,9g9 1 co u ca �.� " 0 \2- z2 0 C- l��� JO 0o -089- 00 a 0 O. co ��< I�99_7 I 1 6- o� p LO 019 os9-1 cti S 1—U3 _1 ° G Q' co 10�' L�---I a 1 °%. _1. / 1 oN x-- :-__-_-.0--) 2 c� / / • / / '6 S9 'OP,C'K I--' ' •--_SINE v H o !/ Oo. a'-' o inti �- o-:Lai_ ____-0 / F .ti / i SETBACKOS 6�s N cn + C.) . Cr) Cif/ / F-+ N• .� LINE In„Cf) �' H i� O<£ a / 0 / N'.N b� •QO. / / 1 1 • zo -`1� 'O."-\ 0 I a'.o z r o //C.0 C r:r • O JL5"C�(23 -90b Ob J`� .5 / A m co EE' 1'1 j� - - -- - /� OCd) r H / �/ 1 l ( D CJb N ° X.1 O i i in Q OO•s' a, /I Cn1 11 - w I�•. ���� t.'. C I 1 O^H d 'CT _..i to m / I r�`\\` c9cnwwJH to v.L-/ _b...1cu c. cif l `9 Z Z N a H s-- U n sri;- �r` / - I ' °\\.`'90 1-I-1--W. P.°OtiL- �--OZL-,1- 7 !. .: f ) ...� Wm • Q _ _ DP R. CO / ti l 1 H�w°�m m soL� t--o �S E? ' �‘ WCC �cdW Cl/ m --1 - ..--) I/9///7,( 1,-•' . B r� I O� W m CC U) 0... bOL� o f /' I Z o Woz , I J /n/ / W,_1NZaW bE�`, , t17O m 69, -/ y ''i j, ":1'� / M� 3ZHW OCn,`\`�EO e-1< =w v^ -0 :',,V.•- C1/ n / - 's Lam'-' WCC<Cr Q �O --- Off, 3co c*� / OI-Cr3 QQO CE �CIwN 2co �,�' `�6� 1,.._,...-1 u3za I / 1 >L�r \ \ Q \T rD m 0. .' O ® W t- '` 1 `(, ., Z"-'' ! LLI P—J \ \ I �d i /, .' r�i ° �Np CO o Z LLut �, • UO / �' o I 1.- \ vi / ,' • a H ' i i z n t1 ... \11" \ o o \, ,' O C_3 ;77 J. ", iIgf w`c'r : / �-,1--"ate;?' * " �5.00 \ \ ,t:•'1,0 ��� •�0 ` SIT 21� • 20 E \ ,\0p, I \ J • ` ?' `: Q ..:SO to cc CD S , 6 ® a • v g6,15 2• W\\\\02- NCO:N`c �\ ' 1 \ `-'— , n SIT ©�•4 .-CO .• m zwQ : o n v^H \ \ •ow•.�+Is ° I\I \ zUW �`b.: .-amu G o Sari °NS x(46C) Page—01 Site 2ind Son Ev llaUUOI Report HD>N: VDHr Use°ply General Informatio i Albemarle County Health Department Date: 10/28/16 Wright 104, LLC Phone: 434-245-4932 Owner: g Owner Address: 707 East Jefferson Street, Charlottesville, Virginia 22902 Property Address: Dudley Mountain Road Tax Map/GPIN#: 101-2, 101-2A1,101-2B&2C,89-25 B Si1e103F Subdivision: GreenLoft Farms Section: Block: Lot: Soil Information Summary 1. Position in landscape satisfactory: g Yes 0 No Describe landscape position: Backslope 2. Slope: 7-9 % 3. Depth to rock/impervious strata: Max. 49 in. Min. 31 in. 0 Not observed 4. Free Water Present: 0 Yes g No Range in inches: 5. Depth to seasonal water table(gray mottling or gray color): 39 inches 0 Not observed 6. Soil percolation rate estimated: 0 Yes 0 No Estimated rate: 65 min/in at 12 inches depth Texture Group: 0 I 0 II ® III 0 IV 7. Percolation test performed: 0 Yes El No If yes,provide additional data on percolation test results. Name and title of evaluator: J.T. Frazier Signature: El Site approved: Trenches (describe dispersal area,e.g. absorption trenches)dispersing TL3 (proposed level of treatment at time of evaluation)to be played at%12 (inches depth at site designated on permit. Site provides a total of 12950 square feet of absorption ar f mart'and reserve(if applicable). J � f.;6 1:;�i`f E 1 � Site disapproved: Reasons for rejection(check all that apply) c, DPOR 1. 0 Position in landscape subject to flooding or periodic saturation. 1,.,, 2. 0 Insufficient depth of suitable soil over hard rock. fa °l. i / 31/ C 3. 0 Insufficient depth of suitable soil to seasonal water table. o fir_S i't 0\ ,..I.1 4. 0 Rates of absorption too slow. °Iitrap `' .t" / `' 5. 0 Insufficient area of acceptable soil for required absorption area, and/or reser 6. 0 Proposed system too close to well. . `' 7. 0 Other(specify) i CI',: it J.L. fk� or�iat t;n•�S.ct. Revised12/1//Ol4 This formcontains personal information subject to disclosure undeN T ree¢ [ \,,, _," , lkiro Page_of SOIL PROFILE DESCRIPTION REPORT Date of Evaluation: 05/11/16 Site# 103F Where the local health department conducts the soil evaluation,the location of profile holes may be shown on the schematic drawing on the construction permit or the sketch submitted with the application. If soil evaluations are conducted by a private soil scientist,location of profile holes and sketch of the area investigated including all structural features,i.e.,sewage disposal systems, wells,etc.,within 100 feet of site(See Section 4)and reserve site shall be shown on the reverse side of this page or prepared on a separate page and attached on this form. 0 See application sketch page 0 See construction permit 0 See sketch on reverse side or attached to this form. Hole# Horizon Depth(Inches) Descriptions of color,texture,etc. Texture Group 10YR 3/4 Loam Weak Meduim Granular Abundant Fine Meduim Roots A 0-2 Friable IIB 5YR 5/6 Silt Loam Weak Meduim Subangular Blocky 15%Channers 1 Bw 2-7 Friable III 2.5YR 4/6 Channery Silty Clay Loam Moderate Meduim Suangular Bt 7-38 Blocky Friable III Cr 38"-60"+ Greenstone;Impervious @ 39"+ 10YR 7/2 Redox @ 39"+ 10YR 3/4 Loam Weak Meduim Granular Abundant Fine Meduim Roots A 0-2 Friable IIB 5YR 5/6 Silt Loam Weak Meduim Subangular Blocky 15%Channers 2 Bw 2-12 Friable III 2.5YR 4/6 Channery Silty Clay Loam Moderate Meduim Suangular Bt 12-36 Blocky Friable III Cr 36"-54"+ Greenstone;Impervious @ 38"+ 10YR 7/2 Redox @ 38"+ 10YR 3/4 Loam Weak Meduim Granular Abundant Fine Meduim Roots A 0-3 Friable IIB 5YR 5/6 Silt Loam Weak Meduim Subangular Blocky 15%Channers 3 Bw 3-8 Friable III 2.5YR 4/6 Channery Silty Clay Loam Moderate Meduim Suangular Bt 8-31 Blocky Friable III Cr 31"-60"+ Greenstone;Pervious 10YR 3/4 Loam Weak Meduim Granular Abundant Fine Meduim Roots A 0-4 Friable IIB 5YR 5/6 Silt Loam Weak Meduim Subangular Blocky 15%Channers 4 Bw 4-15 Friable III 2.5YR 4/6 Channery Silty Clay Loam 20-25%Channers Moderate Bt 15-31 Meduim Suangular Blocky Friable III Cr 31"-72"+ Greenstone;Pervious 10YR 3/4 Loam Weak Meduim Granular Abundant Fine Meduim Roots A 0-2 Friable IIB 5YR 5/6 Silt Loam Weak Meduim Subangular Blocky 15%Channers 5 Bt 2-28 Friable III Cr 28"-60"+ Greenstone;Pervious 40. Remarks: L•:Al,1fl >_ n • Y ro RAZIER 0 001384 DPOR let °1/ 1 /3 / 1,? L _" ._ • ���} -._" 60�1 .WI,� l �'_ fr1 c)‘-c) 01 -71 51. �p7'26' W -1-§:-;o::-.:----4 _J 1 ) o� �N��z GRID NO � oo�eOZF2.23 \\ L. 6�°�, �N 7.:__ �D�� \\) o I Ul _j z�W z o • A \\°:.°`007.:.)3.. o cn :m a' �o� ED A�49C� ����: oo Dm c � } r h��;�.< � zcH r ao 1 / z 1 n00o �' 'z I` z m F-_I D D T]z 4� , "i'-' z c co �z n z n �. r z ,lo, o m N10 °10 o' IIOD �D���o 2 E 1117. 14 ' ',loo =+z��,,� rn 01 111 m / ��-� o Ili rnD o mD3:1o�, • I'II DZCDIZD :e",,,•-• SOD ,1 1, 21 rn m n - . N � r = ' � cD:-: ®C9 - :-.:•.:-\-.) / (------ .., --� . t o W: NQS, / r: ( �WLEiL1,, Wd��1� -:� gyp. .._.-----/ . ., 1 32 C 50 O =� ��d_ .� > ;a� ,r,---—-------• - ---.c..`i- .........„..---"---< <-1.ruo7'.•6--3--------\• ���-I- ogyp .-;-,i2,1 �N-SI 1 i �� �`: y.� �" 1V L 'is,4. .i`✓'4.d"�" ,7 pp� i co C3 MI m 4' 1 �Oi_i 7f ir 061 Or- 9 NN a. co °j5 zNs'1/4,0.` -- N nzi ;t NN S J. • 6 g�0 �}u130 ¢ • VI C 0 ,r i. � o ii , 11� I131 / ��r 34 N.i. tr- NP'01/4-00.4.44.-7'- ilm DoTz0-ZN/ X ,0 " , ✓ '1r cnwnn 1 , \ ;; , c-^=mow4 , SAA 4./ Page of Site ai I dl Soil Evaluation Report VDH Use Only I-DIN: General Information Date: 10/28/16 Albemarle County Health Department Owner: Wright 104, LLC Phone: 434-245-4932 Owner Address: 707 East Jefferson Street, Charlottesville, Virginia 22902 Property Address: Dudley Mountain Road Tax Map/GPIN#: 101-2, 101-2A1,101-2B&2C,89-25 9 Si1e116F Subdivision: Green Loft Farms Section: Block: Lot: Soil Information Summary 1. Position in landscape satisfactory: ® Yes ❑ No Describe landscape position: Backslope 2. Slope: 14-16 3. Depth to rock/impervious strata: Max. 18 in. Min. 47 in. El Not observed 4. Free Water Present: El Yes ® No Range in inches: 5. Depth to seasonal water table(gray mottling or gray color): 4"-5" inches El Not observed 6. Soil percolation rate estimated: ® Yes El No Estimated rate: 90 min/in at +5 inches depth Texture Group: ❑ I ® II ® III ❑ IV 7. Percolation test performed: D Yes E No If yes,provide additional data on percolation test results. Name and title of evaluator: J.T. Frazier Signature: 0 Site approved: Drip Dispersal (describe dispersal area, e.g. absorption trenches)'dispersi g TL 3 plus disinfection (proposed level of treatment at time of evaluation)to be placed at +5 "_(inch, ep at ' 14 280 = J, '_1 , site designated on permit. Site provides a total of square feet of absorption area fo r 1mary)Ind reserve(if applicable). 0 Site disapproved: Reasons for rejection(check all that apply) i, f/LI/I? 1. ❑ Position in landscape subject to flooding or periodic saturation1 2. ❑ Insufficient depth of suitable soil over hard rock. 3. ❑ Insufficient depth of suitable soil to seasonal water table. 4. Cl Rates of absorption too slow. r 4.a f �' ` V.,ryr:i11L," 5. ❑ Insufficient area of acceptable s • ga� quired at'c6-,tioz area, and///or reserve'area.�a. 6. ❑ Proposed system too close to le t` / ` 1 1 ,' 7. ❑ Other(specify) / "" `'' o �. '" 1 FRAZIER c F 40 001384 /1 1 DPOR ,i1'Ic,., X This form contains personal information subject to purlun h FX edoni of Information Act.: Revised 12/1/2014 llolov 'ter, _ 30(6,0 Page_of SOIL PROFILE DESCRIPTION REPORT Date o- E aluation: 11/04/16 Site# 116F Where :n-local health department conducts the soil evaluation,the location of profile holes may be shown on the schematic drawing o'the construction permit or the sketch submitted with the application. If soil evaluations are conducted by a private soil scientie-:. (cation of profile holes and sketch of the area investigated including all structural features,i.e.,sewage disposal systems, wells, a"o within 100 feet of site(See Section 4)and reserve site shall be shown on the reverse side of this page or prepared on a separate:age and attached on this form. ❑See e;.ii.tion sketch page ❑See construction permit ❑See sketch on reverse side or attached to this form. Hole f Horizon De.th Inches Descri.tions of color,texture,etc. Texture Grou. 10YR 4/3 Loam Weak Moderate Meduim Granular Abundant Fine A 0-3 Meduim Roots Friable IIB 2.5Y 6/6 7.5YR 6/6 Cobbly Light Silty Clay Loam Silty Clay Loam 15-20% Cobbles Common Mno2 Stains Weak Moderate Meduim Subangular 1 Bt 3-31 Blocky Friable III 10YR 5/6 6/6 Silty Clay Weak Moderate Meduim Subangular Blocky Firm Bc 31-46 Sticky 10YR 7/2 Redox @ 13"+ 10YR 6/3 Pales @ 4"+ 10YR 4/3 Loam Weak Moderate Meduim Granular Abundant Fine A 0-3 Meduim Roots Friable IIB 2.5Y 6/6 7.5YR 6/6 Light Silty Clay Loam Silty Clay Loam Common Mno2 2 Bt 3-27 Stains Weak Moderate Meduim Subangular Blocky Friable III 10YR 5/6 6/6 Silty Clay Weak Moderate Meduim Subangular Blocky Firm Bc 27-47 Sticky 10YR 7/2 Redox @ 4"-5'+ 10YR 4/3 Loam Weak Moderate Meduim Granular Abundant Fine A 0-3 Meduim Roots Friable IIB 2.5Y 6/6 7.5YR 6/6 Light Silty Clay Loam Silty Clay Loam Common Mno2 ' ' ' 3 Bt 3-33 Stains Weak Moderate Meduim Subangular Blocky Friable III : .. 10YR 5/6 6/6 Silty Clay Weak Moderate Meduim Subangular Blocky Firm L� irl33-46 Sticky !✓ 10YR 7/2 Redox @ 12"+ r. J \r i`=< 10YR 4/3 Loam Weak Moderate Meduim Granular Abundant Fine .- '40 001384 I-- A 0-3 Meduim Roots Friable II�';Cri ��-�, 10YR 5/6 7.5YR 6/6 Light Silty Clay Loam Common Mno2 Stains �'�y / ®PO R "n' Bt 3-35 Moderate Meduim Subangular Blocky Friable III r�a 10YR 5/6 6/6 Silty Clay Weak Moderate Meduim Subangular Blocky Firm �tf L /Z//��� Bc 35-63 Sticky cJ Cr 21"-46"+ Greenstone In Part Of Pit vi ONSITE S� ==10YR 7/2 Redox @ 5"-7"+ � , 10YR 4/3 Loam Weak Moderate Meduim Granular Abundant Fine A 0-2 Meduim Roots Friable IIB 10YR 5/6 7.5YR 6/6 Channery-Cobbles Light Silty Clay Loam Common Mno2 Stains 15-20%Channers Cobbles Moderate Meduim Subangular Bt 2-18 Blocky Friable III l.,. Cr 18"-41'+ Greenstone;Impervious @ 18"+ �> / I.-10YR 7/2 Redox @ 9"-14"+ t: AiL® , 1/ - )` ' 'J /Iii tl ' Remarks: l .C,` ;t /' i i L�I �11 , -1\r 3l L' , 7-- _-.37-13-- \ G7---f A�C O .. ---1 : .`O mem ' \ \ I � oroi• k \ \ .m ' n b _n .: ::. 0 :, zocn r � . 1:2 C CO 0 Crl per•. . /if0 -��� �O \ \ �� \ mow 20 G� ,;� �w o.p33•`- , /„ RJ .n, 0' nn iAmo v nm ,q N� ° Ul C7 ,' ' \ ru \ • \ �m � 1H1` m • O ' ' \ \ \ ,00 �, Azo cno O' o ” p ' ' �m rn n m mil N\ n o o '4,' ' \ \ _� \ a. >0 >"'r- H i-, p`. , f-, ,' /�r ^ \ \ z�1 1 c� -z .:,_, cn m>z �� �,in m \ - i D7 fel ,I ,n ZO mZG-) O�� ';r per \ \ m �� I NI 7n z-+m CD O\ w ,' ' `�, 1 -<I�'I� ' / o ,p _ \ \ m -gym • r . ��C31 -)zi z ne' CO0 p2g 4'i`'�1 N Nv�mz 33U)-40 / ,m zcn °,?(-)'•-- -\0 cn>3m 1-IMM - / c~n c~r for a M >.w D32\:`,�' D mzzw in I ti r- I >�' / 100 0_ �' in --;�` -+mz " 1 —6 / , 48 0 B ,- /'` /7o4 ->oo10 1C) CO D �X\`���'s 1 \ / HX39 im .6;',-;::-1708 t ---A /-7-°-.5---31, m mCD07Dvc~n `��, \ \\ /1, // cn U gCO' C/)-1-� \-�io I�ioo - x A m m f--1 O0 �•� 1 \ / / ti N _ry ----"- � -� " --1 p�� z 6` ` `Ove \ w . o V • N� / 7i4 7 �' zr„mcnc, ` \.� / / - 0® -4 q9 ... q 1-4 IDm " / �10 S >'CTl 1 1:12. (5\ cF< �' m )� �CO • �� 1 ) 003 0 Z — — — — — — — pi'''l Oq lV`�5 )D po •l /� rbc N06J D C3.t i,. o . -+.. k rn ^,yC I &/ p fU � fl.) , \ )•D mH :• o I I /G) COr 4' zZ � o I •O� --i � �e ..m 1 O 1 m c-n„� ENI1 T•. J„ ~' / /ti w \, 1m Ti-) S, c36- .0 O —�_• >1Db'813`' / i). ', 6D , oo _ i / p 6 f- / ( . 7 (.2i DDOR co w - r 1 CY)--I 0 — _ — (ljt v ••• '66.. \ n \-- 1 ql, `61v" co .° o EJI� I 1 L-ss4=9 �� 0 cn O o �, ,�;,a, • - 07 - -_ I C)O Z •,5` 0-,..,.9., LLL.-1 t q[3_9_____-__\-- O y� 4._• -- .\, 1 1 - 690-__I • Ul al- c-{\ _ HT1 ,' './ '/\' n�• \ \ 1686---1 D3 •OO 0 n _� `� ) 0� o90--/-.1 \ \ 682_ 1 n O " Ul 'ti N07` r j'8 ) . Wil' c� C' cL c - _ )' ; .��� 01 ' i.. . t--664__ �C) 24,5 'O \ \ [n `fly '' , i' :' c-sc r r 660 rut' 1 ti' \ w, r . ,p. t 03 - cn " .7,<.s .1- 66-_1 2 N3 O w 49 h asp 1. cn S 2- 0�' g2 \J n .63o, • (-0 �g ru cn 28 - o 1 9cF- ;,q 1 \`; .' ,1 c� rn z 33 v ,-1 cn u • J '1m, -, 1. t r DO 71c3 -650-- r �'' f Z D L-- -1 v' w Cnt CD, w-105,1 { m mor,1zS �,� k--cn= . Tu CFI � WI )c)o n m s' 640--� _ (S CD, Z ocO mH➢� 6c�,? \c�9 I� F__=)o o'd n > ocw�, ioo ,,_z� .m' •Cj- O o C3�o I n n� '`r►' ,,fir Page of EfA:e arfiE Roil V 'E IP ,;tL0)E Repoct `TD Use ally I-DENT: General fern tion Date: 5/20/16 Albemarle County Health Department owner: Wright 104, LLC Phone: 434-245-4932 Owner Address: 707 East Jefferson Street, Charlottesville, Virginia 22902 Property Address: Dudley Mountain Road Tax I\4ap/GPIN#: 101-2, 101-2 ,1,101-2B&2C,30-25 10 Si1o115F Subdivision: Creer�Loifi Farms Section: Block: Lot: Soil Information Summary 1. Position in landscape satisfactory: 0 Yes 0 No Describe landscape position: Bacleslope 2. Slope: 8-10% 3. Depth to rock/impervious strata: Max. in. Min. in. 0 Not observed 4. Free Water Present: 0 Yes 0 No Range in inches: 5. Depth to seasonal water table(gray mottling or gray color): inches 0 Not observed 6. Soil percolation rate estimated: 0 Yes 0 No Estimated rate: 80 min/in at 23 inches depth Texture Group: 0 I 0 II 0 III 0 IV 7. Percolation test performed: 0 Yes (] No If yes,provide additional data on percolation test results. Name and title of evaluator: J.T. Frazier Signature: 0 Site approved: Dnp (describe dispersal area,e.g. absorpttdn tregel -s) isp7'sing TL384 Disinfection (proposed level of treatment at time of evaluation)to be,placced at/ , i )depth°at J. � r ,,z,,?. site designated on permit. Site provides a total of 13,230FT2 square feet f abso �'�od ie ?o mar ci d reserve(if applicable). 4. DPOR 0 Site disapproved: Reasons for rejection(check all that apply) '-',!.-1 / /3�)7 �`'� 1. 0 Position in landscape subject to flooding or periodic saturation. 4 oar. '•• 7'-�\� ,'' 2. 0 Insufficient depth of suitable soil over hard rock. T` 3. 0 Insufficient depth of suitable soil to seasonal water table. G 4. 0 Rates of absorption too slow. 3 5. 0 Insufficient area of acceptable soil for required'absorPtio urea,and/or re*. ve,.afeai ;_ 6. 0 Proposed system too close to well. -,O'''. i 7. 0 Other(specify) ' is 1.i J. it % ... R 1 ; ! -r` subject to a'usciosure ek¢a r thVW rnl,,4E.SO� nation Acis Revised 12/1/2014 This form contains personal information 1 � ,, fes, ` , tilt `.,i 33/(z71) 12O Page_of_ SOIL PROFILE DESCRIPTION REPORT Date of Evaluation: 07/28/16 Site# 115F Where the local health department conducts the soil evaluation,the location of profile holes may be shown on the schematic drawing on the construction permit or the sketch submitted with the application. If soil evaluations are conducted by a private soil scientist,location of profile holes and sketch of the area investigated including all structural features,i.e.,sewage disposal systems,wells,etc.,within 100 feet of site(See Section 4)and reserve site shall be shown on the reverse side of this page or prepared on a separate page and attached on this form. DSee application sketch page OSee construction permit Dee sketch on reverse side or attached to this form. Hole# Horizon Depth(Inches) Descriptions of color,texture,etc. Texture Group 10YR 3/4 Loam Weak Meduim Granular Abundant Fine Meduim Roots A 0-2 Friable Common Surface Cobbles IIB 7.5YR 6/6 Light Silt Loam Weak Meduim Subangular Blocky Common 1 Btx 2-10 Cobbles Somewhat Firm III 2.5YR 4/8 Silty Clay Loam Loam Moderate Meduim Subangular Blocky Bt 10-43 Few Stones Few Common Mno2 Stains Friable III Mixed 2.5YR 4/8 Light Silty Clay Loam 15%Stones Weak Meduim Bc 43-59 Subangular Blocky Moderately Friable-Friable III 10YR 7/2 Redox @ 11" 10YR 3/4 Loam Weak Meduim Granular Abundant Fine Meduim Roots A 0-1 Friable Common Surface Cobbles IIB 7.5YR 6/8 5YR 5/8 Silt Loam Weak Meduim Subangular Blocky 2 Btx 1-15 Common Cobbles Friable III 2.5YR 4/8 7.5YR 6/6 4/6 Silty Clay Loam Moderate Meduim Subangular Blocky Common Mno2 Stains Common Stones Moderately Firm- Bt 15-40 Moderately Friable HI Mixed 2.5YR 4/8 Light Silty Clay Loam 15%Channers Weak Meduim Bc 40-53 Subangular Blocky Moderately Friable-Friable III * 10YR 7/2 Redox @ T-11"+ 10YR 3/4 Loam Weak Meduim Granular Abundant Fine Meduim Roots A 0-1 Friable Common Surface Cobbles IIB 10YR 6/6 Silt Loam Weak Meduim Subangular Blocky Common Cobbles 3 Btx 1-13 Friable III 2.5YR 4/8 7.5YR 5/8 Silty Clay Loam Moderate Meduim Subangular Bt 13-42 Blocky Common Mno2 Stains Friable III Mixed 2.5YR 4/8 Light Silty Clay Loam 15%Channers Weak Meduim Bc 42-74 Subangular Blocky Moderately Friable-Friable III * 10YR 7/2 Redox @ 1"-11"And 59"+ 10YR 3/4 Loam Weak Meduim Granular Abundant Fine Meduim Roots A 0-2 Friable Common Surface Cobbles IIB 7.5YR 6/8 5YR 5/8 Light Silty Clay Loam Weak Meduim Subangular 4 Btx 2-15 Blocky Common Cobbles Friable III 2.5YR 4/6 Silty Clay Loam Loam Moderate Meduim Subangular Blocky Bt 15-45 Few Common Mno2 Stains Friable III Mixed 2.5YR 4/8 Silty Clay Loam Weak Meduim Subangular Blocky Bc 45-75 Friable III * 10YR 7/2 Redox @ 2"-11"And 61"+ 10YR 3/4 Loam Weak Meduim Granular Abundant Fine Meduim Roots A 0-2 Friable Common Surface Cobbles IIB 7.5YR 6/6 Light Silty Clay Loam Weak Meduim Subangular Blocky 5 Btx 2-9 Common Cobbles Friable III 2.5YR 4/8 Silty Clay Loam Loam Weak Moderate Meduim SubangularhialP-`' Blocky Few Common Mno2 it•. Bt 9-41 Mixed 10YR 6/6 7 6 7 5YR 5/6�Heavy Siins ille lt Loam 15%Channers Weak III i le �\.'4 c \bL (.. Bc 41-60 Meduim Subangular Blocky Firm Sticky III t ' 10YR 7/2 Redox @ 36"+ ')A Y,n 3 Remarks: ` 0 • FRA7_Tf►� < '� DPOR 2 a L /1 3)17.‹.;: I .c . I ' O ` .1 `co , `N t''›c--).,-- G \ \ ..` r C3('1--- I "'„ 1.(, -' a ,- Yk Li U70N.O •0ginja 1D� \ \ %?, �Th •C,� ro til H 1- c Cn Q t,---„, r 1.,..1-- ' � / !!1 \ \ 7 c Si- a 1 C�!71 �}) t �• mnn mu�io �`t `� ' o - O,// \ ---11 Gam`~\ `,V ,•�a� .- / \ \ ZE-L--2 \ -,-r-\ 1-: • ) > H U] n U7Z'H _\ H ,%', .71./ \ \ Z. t G7 / Grt�m''a' i O z-1m M ��� ��� (JI / ,' 1\Itc\ )\ II \ \ m E i J1 N� —CM ° r �,., / , ,,)64 I7. \ \ -<il < ! . � D.- c d,D9. , �1 N n'rn o rn z o 0 I 17-7--"33 L� \` v �zZN m�� / / 1 1- 64 U CI \ dJ4 mDmO\.��' / f(/ ,R h I 1 I .. 704 \--7p0- 1 CO fSJrl D \`\O / `XPi g '•� c-��m<N \ \ it) / ' / L.~ , }-7io m m���v-�cn �` 1 \ c_ / 7 1 •./ ti - F=. =1 D ry m �o"-;. `O \ \ / / ti t 1-VA-/ �' �r°'m(nG) `,`,u� \ / cr7 0r- ej { �� `' � - - a - - — — —tky� // cin 3, 'w` — �2 J1 7 CO ./ - - - 02.)=;•-• ,b 060 S�� '`'1 CD .9 �!:.1 • !p�j r / 't�7 //�' •1v, J06- as R.) / °/ 1 ` �! ti / /G7 6m r i 1 ` ZOz O:O 0 / - 6` �9 °� U \ 1 ��h En (s 31q.1-1 ,�: CTI'. UH1 1 ;' iffy Cl) nco \% ` 71 oV SJ,9` O o ----------• +u9136 z o 0 co, -,_, , /7- -- ? —P____ --- - - --len' - ---- -)c, t.', `,..,.',--''' ..-„ ,'.4„, 7\. / /( • *.' 0 \./ (51 ram I CD� �;.5 n E \--°` (-CTI) o '�-.€ DP ``' 4, m�`r• o . __� O .A OR av \ \ -686.4..----•CD aii-A Icli' I Cz--6-g4:-_T•2a1.f_.-_, o (3\ , 01.0 -------I go .'.., 1 I--4 Slit cz.' - ( o o > " -,c i 0i/...„..r,1/4i�' ' r.F ti i -664_-� -„OG"LGS ',, �\ , �o` „, .>>. co 23, d.��556-�1 2ti°� �J o ,- r- a u \N,, \ S.079 =fi,.2�X3,6 • b' `o ' .4..� `` 1 th,. ,0 L y c",- `\ O, m cn `Ca_, \.,7 • 'R, /, oa ,-, ti cri o rz,, ,, < t (__,m z m • cfl c [_ ( , -!', z ” 4 1 ' i;�y1,� % mo _ w fes[ {( >(s� �., i-z J m C]r-n-7 S`. •. tea- .-n_– A V HI W/ \ p, c J r UI 1.0 )o ). r O CID>M M �.. •\ 't cJ n 640-_-1(J �° U"1 ,1 C...0.7 z cn up ,rc " • mz> \-0\. .9•,63 `_=_1' o Con >1-.0(x.1; 1a. z>u).•c;o f�r?C m i \ m - Cn 6-- , o% / ~ ---_ _____._ 0••1_, ,%,.., 3s j( Page of Site and Soil Evaluation Report VDH Use Only HDIN: General Information Date: 10/28/16 Albemarle County Health Department Owner: Wright 104, LLCPhone: 434-245-4932 Owner Address: 707 East Jefferson Street, Charlottesville, Virginia 22902 Property Address: Dudley Mountain Road Tax Map/GPIN#: 101-2, 101-2A1,101-2B&2C,89-25 Subdivision: GreenLoft Farms Section: Block: Lot: 11 SIte102F Soil Information Summary 1. Position in landscape satisfactory: B Yes 0 No Describe landscape position: Backslope 2. Slope: 18-20% 3. Depth to rock/impervious strata: Max. 72+ in. Min. 39 in. 0 Not observed 4. Free Water Present: 0 Yes B No Range in inches: 5. Depth to seasonal water table(gray mottling or gray color): inches B Not observed 6. Soil percolation rate estimated: B Yes 0 No Estimated rate: 80 min/in at 18" inches depth Texture Group: 0 I 8 II 8 III 0 IV 7. Percolation test performed: ❑Yes 0 No If yes,provide additional data on percolation test results. Name and title of evaluator: J.T. Frazier Signature: 0 Site approved: Dnp Dispersal (describe dispersal area,e.g.absorption trenches)dispersing TL3 (proposed level of treatment at time of evaluation)to be placed at 18" (inches)depth at site designated on permit. Site provides a total of 14,850FT2 square feet of absorption area for primary and reserve(if applicable). In Site disapproved: Reasons for rejection(check all that apply) 1. 0 Position in landscape subject to flooding or periodic saturation. 2. 0 Insufficient depth of suitable soil over hard rock. 3. 0 Insufficient depth of suitable soil to seasonal water table. 4. 0 Rates of absorption too slow. 5. 0 Insufficient area of acceptable soil for required absorption area,and/or reserve area.,. 6. 0 Proposed system too close to well. 7. 0 Other(specify) ,‘".C°'rz g, J • FR."`.Zr' a' 40,::. .., 0'�t ,1".4 DPOR This form contains personal information subject to disclosure under the Freedom of Information Acf,,revised 12 137,,,:i., , o�' SI'�F. 5n1 ':. ��4 04, ,x"4 3 co (C.;0 Page_of SOIL PROFILE DESCRIPTION REPORT Site# 102FR Date of Evaluation: 07/27/16 Where the local health department conducts the soil evaluation,the location of profile holes may be shown on the schematic drawing on the construction permit or the sketch submitted with the application. If soil evaluations are conducted by a private soil scientist,location of profile holes and sketch of the area investigated including all structural features,i.e.,sewage disposal systems, wells,etc.,within 100 feet of site(See Section 4)and reserve site shall be shown on the reverse side of this page or prepared on a separate page and attached on this form. See application sketch page 0 See construction permit ❑See sketch on reverse side or attached to this form. Hole# Horizon Depth(Inches) Descriptions of color,texture,etc. Texture Group 7.5YR 3/3 Loam Weak Meduim Granular Abundant Fine Meduim Roots IIB , A 0-3 Friable 2.5YR 4/6 4/8 Silty Clay Loam Weak Moderate Meduim Subangular III 1 Bt 3-35 Blocky Friable 2.5YR 4/8 Silty Clay Loam Weak Moderate Meduim Suangular Blocky III Bc 35-63 Moderately Firm-Moderately Friable 7.5YR 3/3 Loam Weak Meduim Granular Abundant Fine Meduim Roots IIB A 0-2 Friable 2.5YR 4/6 4/8 Silty Clay Loam Weak Moderate Meduim Subangular III 2 Bt 2-36 Blocky Friable 2.5YR 4/8 Light Silty Clay Loam Weak Moderate Meduim Subangular III Bc 33-46 Blocky Friable Cr 46"-54"+ Greenstone;Impervious 7.5YR 3/3 Loam Weak Meduim Granular Abundant Fine Meduim Roots 1113 A 0.1 Friable 2.5YR 4/8 Silty Clay Loam Weak Moderate Meduim Suangular Blocky Btx 1-7 Firm 3 Bt 7-39 2.5YR 4/8 Silty Clay Loam Moderate Meduim Subangular Blocky Friable III Cr 39"-72"+ Greenstone;Pervious 7.5YR 3/3 Loam Weak Meduim Granular Abundant Fine Meduim Roots IIB A 0-3 Friable ' J 'N'CL c, 2.5YR 4/8 Silty Clay Loam Weak Moderate Meduim Suangular Blocky ��I. ', i' /,7 Btx 3-8 Firm a ! � 2.5YR 4/8 Silt Loam Moderate Meduim Subangular Blocky 10% ,1 Channers Friable III 4 Bt 8-45 :- 2.5YR 4/8 Silty Clay Loam Weak Moderate Meduim Suangular Blocky r) Bc 45-77 Moderately Firm-Moderately Friable III :� , FRA]J L R C' '•''' HCl UUI,s84 E- 7.5YR 3/3 Loam Weak Meduim Granular Abundant Fine Meduim Roots "t s> A 0.1 Friable ''' IIB ,./, DPOR 2.5YR 4/8 Silty Clay Loam Weak Moderate Meduim Suangular Blocky g<" f Btx 1-10 Firm 0 1 17 f9 • /3// / `,Y�" 'tea 2.5YR 4/8 4/6 Silt Loam Moderate Meduim Subangular Blocky L c 5 Bt 10-34 Moderately Firm Friable III O n. j, i 2.5YR 4/8 Light Silty Clay Loam Weak Moderate Meduim Suangular Bc 34-76 Blocky Moderately Friable III ,, • . -,,,,• / i If. ' . Vl, J r _.. 1 ,- i i�t�, , \Il ) ''tom„/ - —1 I-, Remarks: 5 1 II) / l �� .� D U l i. f /7„, J / ,/; / Li`.il� / / / ``'"' CO 0 o •r-0 / p0 p-6'°cp . r--> c,,61 Li0co oD co ate® ' In 0)®3 s fl -6so-1 O rn ° ��� '- off I I ss� c� o s � I= 00 m�u��o1.z ! 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Qj. _ - u'o m o �01_, m z J' c\ 9c-D� 0 �I o' `� . cn v' ... . `s CO 0- J3 Z r n, 0 co C<\ \-0 �I ti\ cn . ` 9 H -0 cn Z m -) O ru cn o r �m�-Ic ' _-� + sin ,0/<\-. D�mZ .O cn .:. MCC-) CI) -Di=c'n�• 6' �s 6vO�y \ Ln 3> . : ►► N�mm�c0 • �w c�Aq`FQ zzD� .� ��L • c� rncoor� or-c� CT • )---.I \90 0/,'0 -Z-imz- ' ' • WV oo-Ic�zSrn �°' l5' 9�� a H L32CTI : ' ,� b�� I-(7lm0zz,�iri N O \ �� CII \ _ -u Z 37 \ o - •----- 1Nd�� _ S o \ x•-, - 0 m F • •ti cn � FR IF , R c: sa d" •�fi0 0013 4 DPOR o , r 11 311 CO = f qL ON. , � S°o Q.1• v ��nz r1 F cum / \\ , ? ,.. S6 Li.)o r� i'r "a i', °)' i / c;i6 9 -ooc�cn DPP �_' i / \6. • p� r j`�t . c,� � ti ��, IDr�vn�� zc _til / •,�Lil m-� oz � 0Dmo i H O Cil LL)--I I-I CJIOSJ7‘,./ U.)--.1 D>"Cil j°rn mo law Page of Site and Soil Evaluation Report VDH Use Only HDIN: General Information Date: 10/28/16 Albemarle County Health Department Owner: Wright 104, LLC Phone: 434-245-4932 Owner Address: 707 East Jefferson Street, Charlottesville,Virginia 22902 Property Address: Dudley Mountain Road Tax Map/GPIN#: 101-2, 101-2A1,101-2B&2C,89-25 Subdivision: GreenLoft Farms Section: Block: Lot: 12500101E Soil Information Summary 1. Position in landscape satisfactory: B Yes 0 No Describe landscape position: Backsiope 2. Slope: 18-2o% % 3. Depth to rock/impervious strata: Max. 76+ in. Min. 50 in. 0 Not observed 4. Free Water Present: 0 Yes ®No Range in inches: 5. Depth to seasonal water table(gray mottling or gray color): 50 inches 0 Not observed 6. Soil percolation rate estimated: B Yes 0 No Estimated rate: 70 min/in at 14" inches depth Texture Group: 0 I B II IN III 0 IV 7. Percolation test performed: 0 Yes El No If yes,provide additional data on percolation test results. Name and title of evaluator: J.T. Frazier Signature: El Site approved: Drip Dispesal (describe dispersal area,e.g.absorption trenches)dispersing TL3 with disinfection (proposed level of treatment at time of evaluation)to be placed at 14" (inches)depth at site designated on permit. Site provides a total of 12,500 square feet of absorption area for primary and reserve(if applicable). 0 Site disapproved: Reasons for rejection(check all that apply) 1. 0 Position in landscape subject to flooding or periodic saturation. 2. 0 Insufficient depth of suitable soil over hard rock. 3. 0 Insufficient depth of suitable soil to seasonal water table. 4. 0 Rates of absorption too slow. 5. 0 Insufficient area of acceptable soi .: iika ,al ; 'on area,and/or reserve area. 6. 0 Proposed system too close to w. . 7. 0 Other(specify) n . FRAZIER o o 40 001384 DPOR 11 u , This form contains personal information subject to disclosure u d r e r � :: $fInformation Act. Revised 12/1/2014 . SC) Page_of SOIL PROFILE DESCRIPTION REPORT Site# 101E Date of Evaluation: 05/09/16 Where the local health department conducts the soil evaluation,the location of profile holes may be shown on the schematic drawing on the construction permit or the sketch submitted with the application. If soil evaluations are conducted by a private soil scientist,location of profile holes and sketch of the area investigated including all structural features,i.e.,sewage disposal systems, wells,etc.,within 100 feet of site(See Section 4)and reserve site shall be shown on the reverse side of this page or prepared on a separate page and attached on this form. ❑See application sketch page 0 See construction permit ❑See sketch on reverse side or attached to this form, Hole# Horizon Depth(Inches) Descriptions of color,texture,etc. Texture Group 10YR 3/3 Loam Weak Meduim Granular Abundant Fine Meduim Roots IIB A 0-3 Friable 2.5YR 4/6 4/8 Silt Loam Weak Moderate Meduim Subangular Blocky III 1 Bt 3-38 15%Channers Friable III C1 38-63 2.5YR 4/8 Silt Loam Friable Structureless Massive C2 63-76 2.5YR 4/8 7.5YR 4/4 5/4 Silt Loam Loam Friable Structureless Massive IIB,III 10YR 3/3 Loam Weak Meduim Granular Abundant Fine Meduim Roots IIB A 0-3 Friable 2.5YR 4/6 4/8 Silt Loam Weak Moderate Meduim Subangular Blocky III 2 Bt 3-34 Friable III C 34.72 2.5YR 4/8 Silt Clay Loam Friable Structureless Massive 10YR 3/3 Loam Weak Meduim Granular Abundant Fine Meduim Roots JIB A 0-2 Friable 2.5YR 4/6 4/8 Silt Loam Weak Moderate Meduim Subangular Blocky III 3 Bt 2.38 Friable 2.5YR 4/6 Silt Clay Loam Weak Meduim Subangular Blocky Moderately III Bc 38.82 Firm In Place Friable , 10YR 3/3 Loam Weak Meduim Granular Abundant Fine Meduim Roots IIB °°u tiff f;_�L 1' A 0-2 Friable � ��`,„0� 0�4� 5YR 5/6 7.5YR 5/6 Silt Loam Weak Meduim Subangular Blocky 10% III 'It � 4 Bw 2-10 Channers Friable F” . 2.5YR 4/6 4/8 Silty Clay Loam Moderate Meduim Suangular Blocky III Bt 10-37 Friable 2.5YR 4/6 Channery Silty Clay Loam Weak Meduim Suangular Blocky 15- Bc 37-66 20%Channers Friable 19[�Q QQ 1�8f 10YR 7/2 Redox @ 47"+ p p O R Freewater @ 52"+ h '' Il31! 10YR 3/3 Loam Weak Meduim Granular Abundant Fine Meduim Roots JIB :dot A 0-3 Friable �L 5YR 5/6 7.5YR 6/4 Silt Loam Weak Meduim Subangular Blocky Few 4, 0N-�S®ITS 5 Bw 3-11 Quartz Cobbles Friable III �y '�' v-y>."- • Bt 11.38 2.5YR 4/6 Silty Clay Loam Moderate Meduim Suangular Blocky Friable III III C 38-50 2.5YR 4/6 4/8 Silt Loam Friable Structureless Massive . ;. i Cr 50"-55"+ Greenstone;Impervious @ 50"+ • / 10YR 7/2 Redox @ 50"+ • O Y /' {• i 10YR 6/3 Pales©23'-24"+in root channels I i i.,.. • Remarks i — i 1 // j/q/( ) f ' i ' i 44/ ; / y c Jo, -n 0) -_- us)-a.)1 j , ' •i - DJ if") / / ° r— \ c5-0\ e_-:,--- 0 co•C •D ;o in i la) -s9�o > %VON ri® �__ , o0 ���-A.zoo r > ! ' l I syo_, oz sa6-� f., -......1 taeo= o GI U�CD 0 Z ; , CDS 10mcn~ \ \ -,86, 1 00 >) c'• CHID CC - DN - o N H \ \ 682= orn000 CD ' ' NO7 `07 ' 2• ��� �o� �-_ w • I •'•\ c4 Ho -0 0 252.23, OF 3 ��1-f-mSi np }--I -660— •4�24C' c§ �\ \N \ u' U','p� • 1 . - fo" 1- o OF 3 ➢ z c„ S( z--,--i 's � 5� '6g2 -N 0 '.4,9C' \ �O t,, ` og �,X28 . o 4q�, �� / "" D ,765 ``--CnI p m HDA D Z 9� d mom- s`\ • t`.�--I V co �.n0 !11 IwC (1.-) 2:DC co >"3: 9.'e o) Dom' F:.-' 1-�TU cn a)--1 (n1 Ioo mmrn '-' o• M I-I S30;`,` `J9 C) t3 t 3 7�_-•4-i 4° 0 I 'I. o rn z C CD CD 0 3ZD �O �� 10 O '�D ➢ >Fa•w1 Ipp ZZ\3 'n0 0 CDrn0 ,l \ 0. `"P` O 0 D �e--)6 -p DC7 m • ZI frn Z 6'' \\ -0, v H q--- -43. 1 I m -I lv - CD 1---630-1n'c 1 m �lq O�� '�q4 ry 0zg! i -1 D➢ - ap 7-,--, ..e)\ mom OTy 00- 9 \4 0 o t-� �;'�-20' m-z-I0CHZ ➢� S.1n , H 3mm zrn q [nA� 07 --..610-.-.,_--44.w I ZCnCf' H -1 \� 3Z H - M1� _ d- I I 21. C17 mA(n�➢ �. 71 • G-' �� oir. 1O .7C<c\ z� L35 L36;_'F.'.••:•. �z,3m ••� m o C� T I l \°� 1-1 : "::�� m \- 33-1zmmz om -99;Q9•j' -zio- �09j. �\ -H- C .: w .:. . 0 Hc. c�' E.�� H 1_ u) rn z cs-, -c\ (5‘,..;7T-7/P/N ten . \\ opo_ ��czi = rf s2� 9 0�. D� �O co :-: cD0[7 : :� s • 0 cl'�➢• =ter. S- 6S �,Oy- co y, 6' ��� r ruw�mmD33 c� 9yFq\ • ` D49 o w : w m Cn • Nw J mO �° 1jCD 1 . cn L32 H c - \ -r : vA.03 ... 3 ., cn \ N \ .,__— CS'...."-/- ti Cz - t;. .;� `i ,,ti i'..i i.. z - :lb • Cv . 4p.� J FRI�71L� \ ,,, <r T ., . 40 001384 n-H �S '.;,'/- , DPOR oz erg 1131/ w o ,,,, , ° - m o i,) r '1'4 i,{,\- \(P,g, -i Lo � 4 CT) 6. N SIT .r f • ir \ % • 7 7. • 6 1n'o T �., 6 co ,} \96, g / m= n v w I 1 c•3 I i ,�� �,,. C I O C1J Cl N zm \\ U1wn2I w�1=mow 110m0 LI! lO Page of Site and Soil Evaluation Report VDH Use Only HDIN: General Information Date: 10/28/16 Albemarle County Health Department Owner: Wright 104, LLCPhone: 434-245-4932 Owner Address: 707 East Jefferson Street, Charlottesville, Virginia 22902 Property Address: Dudley Mountain Road Tax Map/GPIN#: 101-2, 101-2A1,101-213&2C,89-25 Subdivision: GreenLoft Farms Section: Block: Lot: 13 Sae 100E Soil Information Summary 1. Position in landscape satisfactory: B Yes 0 No Describe landscape position: Backslope 2. Slope: 16-18 3. Depth to rock/impervious strata: Max. 20 in. Min. 49 in. 0 Not observed 4. Free Water Present: 0 Yes El No Range in inches: 5. Depth to seasonal water table(gray mottling or gray color): 18 inches 0 Not observed 6. Soil percolation rate estimated: B Yes 0 No Estimated rate: 75 min/in at 12" inches depth Texture Group: 0 I B II ® III 0 IV 7. Percolation test performed: ❑Yes El No If yes,provide additional data on percolation test results. Name and title of evaluator: J.T. Frazier Signature: El Site approved: Trenches (describe dispersal area,e.g. absorption trenches)dispersing TL# (proposed level of treatment at time of evaluation)to belaced at 12" p (inches)depth at site designated on permit. Site provides a total of 9,900 square feet of absorption area for primary and reserve(if applicable). ❑ Site disapproved: Reasons for rejection(check all that apply) 1. 0 Position in landscape subject to flooding or periodic saturation. 2. 0 Insufficient depth of suitable soil over hard rock. 3. 0 Insufficient depth of suitable soil to seasonal water table. 4. 0 Rates of absorption too slow. 5. 0 Insufficient area of acceptable soil for required absorption area,and/or reserve area. 6. 0 Proposed system too close to well. 7. 0 Other(specify) GJ, . FPA7J7P This form contains personal information subject to disclosure under the Freedom of Information 940 lj .i 1. ACt.;; Re ' ed 1bR9IA !J 11311 �I, k-A.,-) i te,C Page of SOIL PROFILE DESCRIPTION REPORT Site# 100E Date of Evaluation: 05/09/16 Where the local health department conducts the soil evaluation,the location of profile holes may be shown on the schematic drawing on the construction permit or the sketch submitted with the application. If soil evaluations are conducted by a private soil scientist,location of profile holes and sketch of the area investigated including all structural features,i.e.,sewage disposal systems, wells,etc.,within 100 feet of site(See Section 4)and reserve site shall be shown on the reverse side of this page or prepared on a separate page and attached on this form. ❑See application sketch page 0 construction permit ❑See sketch on reverse side or attached to this form. Hole# Horizon Depth(Inches_) Descriptions of color,texture,etc. Texture Group 10YR 3/3 Loam Weak Meduim Granular Abundant Fine Meduim Roots IIB A 0-2 Friable 10YR 5/6 6/6 Silt Loam Weak Meduim Subangular Blocky 15% III 1 Bw 2-9 Channers Friable 7.5YR 4/6 5/6 5YR 5/8 2.5YR 4/6 Channery Silty Clay Loam Moderate III Bt 9-23 Meduim Suangular Blocky Friable Cr 23"-50"+ Greenstone;Impervious @ 26"+ * 10YR 7/2 Redox @ 26"+ . 10YR 3/3 Loam Weak Meduim Granular Abundant Fine Meduim Roots IIB A 0.2 Friable 10YR 5/6 6/6 Silt Loam Weak Meduim Subangular Blocky 15% III 2 Bw 2-7 Channers Friable 7.5YR 6/8 2.5YR 4/8 Channery Silty Clay Loam Moderate Meduim III Bt 7-20 Suangular Blocky Friable Cr 20"-36"+ Greenstone;Impervious @ 20"+ 10YR 7/2 Redox @ 18"+ 10YR 3/3 Loam Weak Meduim Granular Abundant Fine Meduim Roots IIB A 0-2 Friable 7.5YR 6/6 Silt Loam Weak Meduim Subangular Blocky 15%Channers III 3 Bw 2.12 Friable 7.5YR 4/6 5/6 5YR 5/8 2.5YR 4/6 Channery Silty Clay Loam Moderate III Bt 12-28 -Meduim Suangular Blocky Friable Cr 28"-66"+ Greenstone;Impervious @ 35"+ 4, 10YR 7/2 Redox @ 35"+ rt 0-,,;sy i.rAL'111 , ,1, 10YR 3/3 Loam Weak Meduim Granular Abundant Fine Meduim Roots . j\" f l' '' -;jr A 0-2 Friable IIB'" U 7.5YR 5/6 6/6 Silt Loam Weak Meduim Subangular Blocky 15% I � 4 Bw 2-9 Channers Friable w_ F\A]c`EtZ 7.5YR 4/6 5/6 5YR 5/8 2.5YR 4/6 Channery Silty Clay Loam Moderate 4,. 7 9-25 Meduim Suangular Blocky Friable III `' 40 001_334 Bt L Cr 25"-52"+ Greenstone;Impervious @ 25"+ .44„. .:'I DPOR 10YR 7/2 Redox @ 25"+ 10YR 3/3 Loam Weak Meduim Granular Abundant Fine Meduim Roots r 01 131/ 7::� , .. A 0-2 Friable IIB t�L 7.5YR 5/6 6/6 Silt Loam Weak Meduim Subangular Blocky 15% III Ao���� =.:1",''''i' 5 Bw 2-10 Channers Friable 5YR 4/6 5/6 2.5YR 4/6 Channery Silty Clay Loam Moderate Meduim III Bt 10.37 Suangular Blocky Friable 2.5YR 4/6 Channery Silty,Clay.Loam Moderate,Meduim Suangular III Bc 37-49 Blocky Friable ,j�'` ""/'r�f/r, P i 50,+ ( Cr 49"-56"+ Greenstone;Im ervipu5 @ / � t � - 10YR 7/2 Redox@i50"+ III . 10YR 6/3 Pales @ 23"-24"+in •ot�a Is . , t Remarks: 1pL . `a,-2, • , ' _ iii. w �, o.N�:0E9--- cn w � cOI • ,- -< z z o�3C)aZ ° 101Ocr< ad/ o o• =—_- " \\� WUCncnZ- o •1 • in U o�n7 ---s; . 0 °c• \� QU7Zww oo . a). c p--oe ' 0., wrr zP \ z�o .SHH /\ /, wuzin OL0 m ��• j= - Qw - ' z< acn riH� y .-yo-s=o '- . . cd0Q <W z \ EJ o� 4 O l'y•. 6cn HHZz ti rn ,. s• 66.• m po — E. 6g. a' l 4k. 4411 ao� • p� H \\ 00 �2,A•00 LJL '�na09gg f-O s �� \ • Z'Z5Z po 0 o H (=-) I� °u�5���6 ess ( M„8Z O` H� 000coo ss \\ �'�� , I Ci I . ,,\ \' CO 'O-ui r-cie q 1--' ��. z O U I --�6g -I 1 1 c71 \ \ �-S f�• �h O� oo k=___, oio ,0 o �‹ A�6s,7 I 1 0 �0) p' L� o oes i CU ass P—CO ji I O cn / / H , / // H„ o? 5 —,LINE Q H ,o / Op I619 � P �6 _~ ; ,�r'c' c' • 8 • 6 / v3 i - o-'�Z� - -as 0S o' ��' .� / / SETBACK �, LC) 0 p c� n co U Cr) / H r- •.Q LINE to o H On cU =\ < / Q / C\3-.N t- . p ® s, co - o-o zo -� O ` / ti U (i ' ObO �J �� 6�� CO ___ � /- Sao �+� ''/V / - - - - - _ - - - - - �. 3 CD EE li / ',' o O 03 Li) v c1 N J In U • 00 . \ \ r- _ . 6 ca ,.. .,L;.1 i . 0: O O - / i-Z a z , "�—'� 6d' t- .t cll. �` 4. r1/ / , / 1 19\0°90 N '-' -:12_,:§:. �la� q n RI / , - O ��cwnQmx - --6ow.-/ --oiL-4 a7_ I R c , / rL 1 1 ` ` Fes,>wC•O�w m '74---i t__- c �rt� OC71.384 `. 6E� H / I I S'c” \` w r •ca m °' m 7.-_-_:�1 eoc '` DPUR 1 w m 9E 4 r- rs cn do._ eoc� >_i / Q '> // z 1 owoz •' � - _ .Q � cri oo�F ` .,p1, �l / c I J ui w 1 CU Z z t,--e-a---- Ell U •69 - / r yL `�'L. n� � / > ��-+w c<- EEC �'� zw e ;n '•SI' ` •� ',ya ' / OQQo zavowr l �.`�\6�0 �� cna F� / , ca / , >W \ \ �i o \� +gym i _J • W� Z IN 1 1,__f J \ \ It aid \ �7 i/ ,/ H �,_. co wZW C '.. 1` LJ CCF- \ �°t O �,� cJ n 1 ' �0_u z \ \ vim 14/ i 3'J \H,•••C\�C41,, 4' i, -L r z<wcr) •u)H / 'H Q \\� �_ \ \ � .SP� oo a1 "\c-A , „Qciw /wma b . \l1' CO o v \,/ ./ CO LD , bj '+� `(� C''c 'c�j n J i I,IH 17-''''L'Cr) L \ , -2 Q cY1 •/-` O „ to '3 i T'�--r Cr) I 15. 02.00. - � � � �. \ \ 1.—La ;,)I'kt,-, .. •,Ec r . `v im' ' /.',71,- I ltd O F7_�M/PO to: ( //-' l 215 06^E �0-� \ -,I�1 J C Icc r.a ,.� P y n,a o m 32 0\ \ Nm.NQ � \. \ " cif c'� of '-o� -co _ ,_• m., AI w \ \ i Awa ? ..,.• w n , \ \ w'�w \ www �- o 0 %re LAL1 i(4,0 Page of Site and Soil Evah1 ation Report VDH Use Only HDIN: General Information Date: 10/28/16 Albemarle County Health Department Owner: Wright 104, LLC Phone: 434-245-4932 Owner Address: 707 East Jefferson Street, Charlottesville, Virginia 22902 Property Address: Dudley Mountain Road Tax Map/GPIN#: 101-2, 101-2A1,101-2B&2C,89-25 GreenLoft Farms 14 Site 1013FSubdivision: Section: Block: Lot: Soil Information Summary 1. Position in landscape satisfactory: g Yes ❑ No Describe landscape position: Backslope 2. Slope: 18-20 3. Depth to rock/impervious strata: Max. 24 in. Min. 12 in. ❑ Not observed 4. Free Water Present: g Yes ❑ No Range in inches: 16-32 5. Depth to seasonal water table(gray mottling or gray color): 18 inches 0 Not observed 6. Soil percolation rate estimated: ® Yes ❑ No Estimated rate: 90 min/in at 1 inches depth Texture Group: ❑ I II N III ❑ IV 7. Percolation test performed: D Yes E No If yes, provide additional data on percolation test results. Name and title of evaluator: J.T. Frazier Signature: El Site approved: Drip Dispersal (describe dispersal area,e.g. absorption trenches) dispersing TL 3 (proposed level of treatment at time of evaluation)to be placed at 1 7000 (inches)depth at .., .;, site designated on permit. Site provides a total of square feet of absorptio,warea ftr p ' ry " Y reserve(if applicable). ' ; Q Site disapproved: Reasons for rejection(check all that apply) J . Fi�:ta7i:1 0 uIu 1384 1. ❑ Position in landscape subject to flooding or periodic saturation. D°OR _ T� 2. ❑ Insufficient depth of suitable soil over hard rock. 3. ❑ Insufficient depth of suitable soil to seasonal water table. /13/17 w It 4. ❑ Rates of absorption too slow. 1!L \\ ,gym 5. ❑ Insufficient area of acceptable soil for regtgte)d'`i bsbi pli�area, and/or reservee 4 � 6. ❑ Proposed system too close to well. 7. ❑ Other(specify) • This form contains personal information subject to disclosureundir h r o of Information Act -Revised 12/1/2014, r , i *011ie N•iiiiil, LIS)Li) Page of SOIL PROFILE DESCRIPTION REPORT Date of Evaluation: 05/18/16 Site# 108F Where the local health department conducts the soil evaluation,the location of profile holes may be shown on the schematic drawing on the construction permit or the sketch submitted with the application. If soil evaluations are conducted by a private soil scientist, location of profile holes and sketch of the area investigated including all structural features,i.e.,sewage disposal systems,wells, etc.,within 100 feet of site(See Section 4)and reserve site shall be shown on the reverse side of this page or prepared on a separate page and attached on this form. ❑See application sketch page ['See construction permit ❑See sketch on reverse side or attached to this form. Hole# Horizon Depth(Inches) Descriptions of color,texture,etc. Texture Group 10YR 3/3 Loam Weak Meduim Granular Abundant Fine Meduim Roots A 0-1 Friable IIB 7.5YR 5/6 5YR 5/6 Channery Silty Clay Loam 15%Channers Stones 1 Bt 1-12 Moderate Meduim Subangular Blocky Friable III Cr 12"-45"+ Greenstone;Impervious @ 17"+ 10YR 6/3 Pales @ 11''+ Freewater @ 21"+ 10YR 3/3 3/2 Loam Weak Meduim Granular Abundant Fine Meduim A 0-1 Roots Friable IIB 7.5YR 5/6 5/8 10YR 5/6 Channery Silty Clay Loam 15-20%Channers 2 Bt 1-15 Moderate Meduim Subangular Blocky Friable III Cr 15"-47"+ Greenstone;Impervious @ 15"+ 10YR 7/2 Redox @ 11"+ • Freewater @ 18"+ 10YR 3/3 3/2 Loam Weak Meduim Granular Abundant Fine Meduim A 0-2 Roots Friable IIB 10YR 5/6 6/6 Silt Loam Weak-Moderate Meduim Subangular Blocky 3 Bw 2-8 Friable III 5YR 5/6 2.5YR 4/8 Silty Clay Loam 10-15%Channers Moderate Meduim Bt 8-18 Subangular Blocky Moderately Friable III Cr 18"-46"+ Greenstone;Impervious @ 25"+ 10YR 7/2 Redox @ 25"+ Freewater @ 32"+ 10YR 3/3 3/2 Loam Weak Meduim Granular Abundant Fine Meduim A, g A 0-2 Roots Friable IIB ��L 1L li �� 10YR 6/6 Channery Light Silty Clay Loam 20%Channers Weak Meduim eo.....,„: 1' ' 4 Bw 2-7 Subangular Blocky Friable III • 1y 7.5YR 5/6 6/6 5YR 5/6 Channery Silty Clay Loam Weak Moderate v Bt 7-24 Meduim Subangular Blocky Friable II '> Cr 24"-49"+ Greenstone;Impervious @ 24"+ « � FRAZj�R C. .. 10YR 7/2 Redox @ 18"+ • E Freewater @ 16"+ z 940D C i X84 10YR 3/3 3/2 Loam Weak Meduim Granular Abundant Fine Meduim ��/ 4` . A 0-2 Roots Friable IIB•'t`{�`�'J i 10YR 6/6 Channery Light Silty Clay Loam 15-20%Channers Weak 01, 5 Bw 2-6 Meduim Subangular Blocky Friable III Ow•�I, 0:,;-_ 7.5YR 5/6 6/6 5YR 5/6 Silty Clay Loam Weak Meduim Subangular Blocky ,•_J F Bt 6-20 Friable III Cr 20"-38"+ Greenstone;Impervious @ 20"+ 10YR 7/2 Redox @ 14"+ Remarks: O� / I L, t / 11 / I. ! z. j .L.---4.- r c Ii //�� c rc' _. s�1v-SL L.\A • . w 1 •cv-- - H /\/o -�J zc�z o_ 1 loo�3U_ 0 O o � •6,. \ 9;. owQw o� \Zz O0I 1� •�< •Q O . - _ \�"� NCrz-iW cUQcncnzF'-' o •I 1Lo co y�- 1�U °cN \� � acn z WWF o0 Im 4® ' p- F_=0es� c� 9 ma ZJ �� /7 �HoUf-w COI( 1;.-1 COv � Ln ^ __-0_ a� as?�oiii HH I / - WQZCJ Q LC7i it 0 L� Cr) /� /_ \` a Z f -. c, zOQQHw z aD IIm�� _09-- 0 Hoz b •?J_ O \ cn' '-' / O O 6 OGS ^ h'3 �0 m 0,0--: w r 6- Sj . k" P � �°_ \ 6 - m dp J .h0 �r� 2 F 959 Q 9l .1 O . 0 12 �� ira_09_9 U ro °oC" O�H �\ \� o� �32'6A• I-_f_-_= 1_99-=I v 9 • C - 09 7� EZ Zgz OO O O LD 0 _ \'\ �' 1-4 - - C� /''' M..8z,L°° LO. y-. H� oo I__zes \ • //.�`oa U U� a o0 991 \\ \ O B9 �Q _\-qQLLft,� O I- 8 r lil 1 CO CU 1 ` Cr)U ' (�� 'N \ ®® O r -089 �'� �'�'�� In z®U I• I --�6g, 1 �0 (n �' O O k=_ U d �. O �' Lir-r-..-19.69- I �-R r1 O t9 ,,,"o69_ N co ,c0 co Lo� L_---I a °kms �CC) 1 1 -J • cow, - / / cn J HO O //r' / � �'s-- 1---+ '6'159 �g �KI -l���INEQ Hyo. � � �O• ;�• �j �o •S S O6 �' c' S 9. _ _ - .9 c' c' 6),_,, c'/& // �� SETBACK o LZ�_ o �'�006� CD Fn S \ �JU ��/ /7"--- H n Q LINE ��H S cL / r� / N c\1 1� -J co o/ tizz) m p :'�cv , / J~ CDD r.r O Q U11 '�''�'� �i.,s`''a (90b Ob J� 6E — — — - - /' a G� /•y x, l a SAN pm a 0 -_ _ - i ,` _ _ _ �. .,>• / \ \ o __, 1- 3 nl�.zl R c.,:..- !--I // \ \ v cab N J F ' Ln U '00 . y ( CD\\ \\ Z r �� Cr-\ ei 9 061331:1 < / S / O\ \ - w rn- , Iy 36b \n "a Q G' 4../\ il 4— o - / / \ ��\ \\ C'�U7WOJH •�-b,L-/ _d cv' �.?(-)1n / l3/J 7 CU cL / , / 1 1 (2\,.k°6\ HwwQ x J �' n / :r) I ..�0 F I cn .mw m Q o,L 0,L 1 0• , �) , . i cnaa Ca Cn 0 9E� :' / H 11 zwF-�\\ `�� 90 cc cmn L�_� oo`� /1 c.� t x t , . J W^\CUzzZ bEo \ LC)r_.) •69 '/ H L. O\'_ _ cC - / I©Q�0 zZ0 m l� �-,= s.•O6c'p OO Caz �: / I \ \ � �m O� /' �j • W I- Z ICU I ' ��.. Q-i U J \ \ 11 u'd m\' 1 ' ,' H \�� W I-Z O z C W z \ \ vim/ ' /'/ 3 !_l 1�N�\`k_ J,,H'. Z ,� cry- 1u \ W Q ti o - •n Q 7 . Z N // , O-b ,1?. - w ti i'1 a;i,in \ • \ll O Q \. U -In , <5'.% �N r 4 w�' /\ r �* r`rn I-- ,..,\ \ o \ 0 o,,, , a 10 ti z¢ , 0 , u7,Q,r-, �A.� c g Q': \ \ • ' / \ \ m, 0.. / V O 5 °° � � / o Iti/t 9 ,� P , c? 2 °S" �0 � —I cry '. Q °51 • \ ,1�1 :uu, 'a t ' ;1352"02\ \ m -•.N-' `-,U w \\ . ^ /\ :•1mL v N \ \ cn ,N :: Z W _ \ \ .,---1-3•of \ www �O\ C- o 0 Fn Cn \. \, o�.`'.0 1\I� \ ZQ s. :.iu, �. Nose *•401 Ln (Zi Page of Site a.►d Soil Evaluation Report VDII Use Only 1-DIN: General Information Albemarle County Health Department Date: 10/28/16 Wright 104, LLC Phone: 434-245-4932 Owner: g Owner Address: 707 East Jefferson Street, Charlottesville, Virginia 22902 Property Address: Dudley Mountain Road Tax Map/GPIN#: 101-2, 101-2A1,101-2B&2C,89-25 15 5.107FSubdivision: GreenLoft Farms Section: Block: Lot: Soil Information Summary 1. Position in landscape satisfactory: - Yes ❑ No Describe landscape position: Backslope 2. Slope: 18-20 3. Depth to rock/impervious strata: Max. 16 in. Min. 25 in. ❑Not observed 4. Free Water Present: gi Yes 0 No Range in inches: 14-23 5. Depth to seasonal water table (gray mottling or gray color): 4 inches 0 Not observed 6. Soil percolation rate estimated: ® Yes 0 No Estimated rate: 90 min/in at +5 inches depth Texture Group: 0 I 7 II ® III 0 IV 7. Percolation test performed: 0 Yes 0 No If yes,provide additional data on percolation test results. Name and title of evaluator: J.T. Frazier Signature: 0 Site approved: Drip Dispersal (describe dispersal area,e.g. absorption trenches) dispersing TL 3 plus disinfection (proposed level of treatment at time of evaluation)to be placed at +-,-: ,oOn�nes) ept gn 11050 square feet of absorptiol area for p a d f. site designated on permit. Site provides a total of 9 .) reserve(if applicable). 0 Site disapproved: Reasons for rejection(check all that apply) ; u D_ 1. 0 Position in landscape subject to flooding or periodic saturation. " ,�i1/3//17..‘AV 2. 0 Insufficient depth of suitable soil over hard rock. 3. 0 Insufficient depth of suitable soil to seasonal water table. ; 0.,,, � �,�,` 4. 1:1 Rates of absorption too slow. 5. 0 Insufficient area of acceptable s•oil forAe�cjuired 4bsorption area,and/or i eserve� ar f: , ., 6. 0 Proposed system too close to well I` , c:.- 7. 0 Other(s•ecify) / r,, I `V Ll i_);'0 i:) ,.`.. /: l - i 4 This form contains personal information subject to disci str heFreedom of Information Act. /Revised/1!2/1720 d r14 `'v y , q 110 Page of_ SOIL PROFILE DESCRIPTION REPORT Date of Evaluation: 05/18/16 Site# 107F Where the local health department conducts the soil evaluation,the location of profile holes may be shown on the schematic drawing on the construction permit or the sketch submitted with the application. If soil evaluations are conducted by a private soil scientist,location of profile holes and sketch of the area investigated including all structural features,i.e.,sewage disposal systems, wells,etc.,within 100 feet of site(See Section 4)and reserve site shall be shown on the reverse side of this page or prepared on a separate page and attached on this form. ❑See application sketch page 0 See construction permit ❑See sketch on reverse side or attached to this form. Hole# Horizon Depth(Inches) Descriptions of color,texture,etc. Texture Group 10YR 3/3 3/2 Loam Weak Meduim Granular Abundant Fine Meduim A 0-2 Roots Friable IIB 1 Bw 2-10 10YR 6/6 Silty Clay Loam Weak Meduim Subangular Blocky Friable III 7.5YR 5/8 5YR 4/6 Silty Clay Loam 15%Channers Moderate Meduim Bt 10-17 Subangular Blocky Friable III Cr 17"-42"+ Greenstone;Impervious @ 17"+ * 10YR 7/2 Redox @ 11"+ * Freewater @ 17"+ 10YR 3/3 3/2 Loam Weak Meduim Granular Abundant Fine Meduim A 0-3 Roots Friable IIB 7.5YR 6/6 10YR 5/6 Silty Clay Loam Weak Meduim Subangular Blocky 2 Bw/Bt 3-12 15%Channers Friable III 10YR 5/6 6/6 6/8 5YR 5/6 4/6 Heavy Silty Clay Loam-Silty Clay 15% Bc 12-25 Channers Weak-Moderate Meduim Subangular Blocky Firm Sticky III Cr 25"-66"+ Greenstone;Impervious @ 25"+ * 10YR 7/2 Redox @ 6"+In Root Channels * Freewater @ 14"+ 10YR 3/3 3/2 Loam Weak Meduim Granular Abundant Fine Meduim A 0-3 Roots Friable IIB 7.5YR 5/6 5YR 5/6 Silty Clay Loam Weak-Moderate Meduim Subangular 3 Bw 3-20 Blocky 15%Channers Common Mno2 Stains Friable III Cr 20"-68"+ Greenstone;Impervious @ 20"+ * 10YR 7/2 Redox @ 8"+ * Freewater @ 20"+ t t _��� V1 i.:11 I j/ 10YR 3/3 3/2 Loam Weak Meduim Granular Abundant Fine Meduim s �`' °y, A 0-2 Roots Friable IIB f U Y ` r 10YR 6/6 Channery Light Silty Clay Loam 20%Channers Weak Meduim tib r 4 Bw 2-11 Subangular Blocky Friable III ,-'..." 5YR 5/6 2.5YR 4/8 Heavy Silty Clay Loam-Silty Clay Weak Meduim ``G 3 • FRA. IER c , Bt 11-22 Subangular Blocky Firm Sticky III o 1` 40 001384 .•.::Cr 22"-53"+ Greenstone;Impervious @ 22"+ ; ���� ^-, `' * 10YR 7/2 Redox @ 8"+ t: '0 /17 40, * Freewater @ 23"+ 4',..„?': 10YR 3/3 3/2 Loam Weak Meduim Granular Abundant Fine Meduim4„f„,,,,,,,,,, L Q�l � A 0-2 Roots Friable IIB l, 0N S1T r 7.5YR 5/6 6/6 10YR 6/6 Channery Silty Clay Loam 15-20%Channers �'� �' 3 • 5 Bw _ 2-16 _Weak Meduim Subangular Blocky 15%Channers Friable III Cr 16"-44"+ Greenstone;Impervious @ 16"+ * 10YR 7/2 Redox @ 4"+ * Freewater @ 15"+ i ' VJ 1:'\-1.2'/, t "J (-)•,/,',..",i, {� �' . / l Remarks: ' J. T FRAZIE c ,' >, 10 001384 - ./ . _ U i'U N, a ,^ ". / _ . ci1O Page of Site and Soil Eval1 d attiol Report VDH Use Only I-IDIN: General Information Date: 10/28/16 Albemarle County Health Department Owner: Wright 104, LLC Phone: 434-245-4932 Owner Address: 707 East Jefferson Street, Charlottesville, Virginia 22902 Property Address: Dudley Mountain Road Tax Map/GPIN#: 101-2, 101-2A1,101-2B&2C,89-25 Subdivision: GreenLoft Farms Section: Block: Lot: ,5s °°` Soil Information Summary 1. Position in landscape satisfactory: g Yes ❑ No Describe landscape position: Backslope 2. Slope: 18-20 3. Depth to rock/impervious strata: Max. 15 in. Min. 39 in. 0 Not observed 4. Free Water Present: ® Yes 0 No Range in inches: 9-19 5. Depth to seasonal water table(gray mottling or gray color): 5 inches 0 Not observed 6. Soil percolation rate estimated: ® Yes 0 No Estimated rate: 90 min/in at +5 inches depth Texture Group: ❑ I ® II R III 0 IV 7. Percolation test performed: 0 Yes E No If yes, provide additional data on percolation test results. Name and title of evaluator: J.T. Frazier Signature: 10I'" 11/1 . 0 Site approved: Drip Dispersal (describe dispersal area, e.g. absorption ''iAles)dispe .in;. ''''/:":„I TL 3 plus disinfection (proposed level of treatment at time of evaluation)to be placed ,_,_ (inch . .-u • aty 10,200 ' �� site designated on permit. Site provides a total ofsquare feet of absorpaon arh '• '>�iaitii • Rnd E -: , 2 1" I il'J 1.o9 reserve (if applicable). * DPOR - 0 Site disapproved: Reasons for rejection(check all that apply) ` 113) 1 1,,?: ro I. 0 Position in landscape subject to flooding or periodic saturation. all",,1, 2. 0 Insufficient depth of suitable soil over hard rock. 3. El Insufficient depth of suitable soil to seasonal water table. 4. ❑ Rates of absorption too slow. 5. ❑ Insufficient area of acceptable soil for,rerquiifetl bsorption area, and/or reserve area 6. ❑ Proposed system too close to well:. " v,„'`. o `v`" j , 7. ❑ Other(specify) �.� � n,-c-,‘, , �,, �� / j, 1 J. i i. ` C: r1 r r I / This form contains personal information subject to dtsclosurf i bd9 e�reedom of Information:Act Revised,L2�1/2014 1 1Z; j SONO "okssil F S3 / O Page of SOIL PROFILE DESCRIPTION REPORT Date of Evaluation: 05/18/16 Site# 109F Where the local health department conducts the soil evaluation,the location of profile holes may be shown on the schematic drawing on the construction permit or the sketch submitted with the application. If soil evaluations are conducted by a private soil scientist, location of profile holes and sketch of the area investigated including all structural features,i.e.,sewage disposal systems,wells, etc.,within 100 feet of site(See Section 4)and reserve site shall be shown on the reverse side of this page or prepared on a separate page and attached on this form. Dee application sketch page ❑See construction permit ❑See sketch on reverse side or attached to this form. Hole# Horizon Depth(Inches) Descriptions of color,texture,etc. Texture Group 10YR 3/3 Loam Weak Meduim Granular Abundant Fine Meduim Roots A 0-3 Friable IIB 10YR 6/6 Light Silty Clay Loam Weak Meduim Subangular Blocky Bw 3-11 Friable III 7.5YR 5/6 5YR 5/6 Channery Silty Clay Loam 15-20%Channers Stones 1 Bt 11-16 Moderate Meduim Subangular Blocky Friable III Cr 16"-36"+ _Greenstone;Impervious @ 16"+ 10YR 6/3 Pales @ 6"-7"+ * Freewater @ 19"+ 10YR 3/3 3/2 Loam Weak Meduim Granular Abundant Fine Meduim A 0-3 Roots Friable IIB 7.5YR 5/6 5/8 10YR 5/6 Channery Silty Clay Loam 15-20%Channers 2 Bt 3-16 Moderate Meduim Subangular Blocky Friable III Cr 16"-37"+ Greenstone;Impervious @ 16"+ * 10YR 7/2 Redox @ 5"+ * Freewater @ 9-16"+ 10YR 3/3 3/2 Loam Weak Meduim Granular Abundant Fine Meduim A 0-2 Roots Friable IIB 10YR 5/6 6/6 Silt Loam Weak-Moderate Meduim Subangular Blocky 3 Bw 2-9 Friable III 5YR 5/6 2.5YR 4/8 Silty Clay Loam-Heavy Silty Clay Loam 10-15% Bt 9-24 Channers Moderate Meduim Subangular Blocky Moderately Friable III Cr 24"-43"+ Greenstone;Impervious @ 24"+ Y V oi:AV1;ei1 10YR 7/2 Redox @ 11"+ h I } \Y' r ,n * Freewater @ 17"+ `.'Gtr'• f v 10YR 3/3 3/2 Loam Weak Meduim Granular Abundant Fine Meduim . ' 7 A 0-2 Roots Friable IIB • X 10YR 6/6 Channery Light Silty Clay Loam 15-20%Stones Weak Meduim rr ''' ;rn c 4 Bw 2-8 Subangular Blocky Friable III c 4- 7.5YR 5/6 6/6 5YR 5/6 Channery Silty Clay Loam 20%Stones Weak .l l.'I - Bt 8-15 Moderate Meduim Subangular Blocky Friable III L','u jt Cr 15"-39"+ Greenstone;Impervious @ 15"+ 10YR 7/2 Redox @ 8"+ ,, Freewater @ 19"+ 10YR 3/3 3/2 Loam Weak Meduim Granular Abundant Fine Meduim A 0-2 Roots Friable IIB 10YR 6/6 Channery Light Silty Clay Loam 15-20%Channers Weak 5 Bw 2-6 Meduim Subangular Blocky Friable III 10YR 6/6 5YR 5/6 Silty Clay Loam Weak Meduim Subangular Blocky Bt 6-17 Friable III 2.5YR 4/8 5YR 5/8 Silty Clay Weak Moderate Meduim Subangular Blocky Bc 17-39 Firm IV � r Cr 39"-60"+ Greenstone;Impervious @ 39"+ ;<,{ 6t:t`cJ T/ ') ' 10YR 7/2 Redox @ 6"+ / L' l * Freewater @ 16"+ �` . :i ' - Remarks: ' J. r4s f!-"} C E • ? (.1(11384 RD R �� �. � 7 --I /6()Z0Z • , c._) 0- 1 10`,0�C3- 0 0 o^a .0 :9`. O Z a W �Z o It o = O. zZ 1 r {w \ in Z 001 ZJ, ! �'- n__ co lc lti '®W m ^`vC F i. _ou)-__� � � � .- ZW 1,1 z / zoa�Hw 1,33 rricn_� -0s9-- O 0 0 Q H \\___:,Z. CD �'e z O cu H ADZ ly '7 0 0 0 `� .J6 O'''''''s-6---2---.......1.,:-..,,,,._2----- c' I.1) g0 m O CCrl "c<) S, bd'•. moo � \ � \ 2. 250 I oge Q91 � ` o • o H \\ \\Gj 00 �'2'6G. I e99 1 i` /', i cn ib - 0 0 \ c)- (DI--; co `L u) i_-_ < m cu 1 \ \ CO C✓' \ - 7 r CO `o r=oae �'. �,' `fly z®C� I -os9' I I I ick zo O� o o -17-1 O a'9� o �d ��s9,7 I ;. P-ID 0 r, 0 p' �� o �;oss CU a S'S'�c" P-ID -o I I Z - �� f Cr) / / • / / • 6159 �� PcK _~ �,•�LINE�v cn o / •0• :-�� o '6 6N r - cv s+- " // S� °9"1- ti S9. S� / 1 9Z -0.___.LES ' -c �'ps�'E' •i\' 8L9 6,� / -� o - - - o 1. 6 0 SETBACr( cn -� o p 6,S) N O H / / I--+ N :a L INE +n 0 u") S� `v / �� / NN •. \ pp / �.•� Zo -_` , ,� ' / J • �CO // / o �.r C H L0L \, , Z --' al ti / J N • N O • / Jti CID r Is):+- o G C3 .90� Ob J` 'J , /6 m /. 0 co %--t Q SAN pm s''EO _ ___ - - - - - - z �- I--CD ".4(% 1 1 _ s� / �1 \ - W �.--.H lb .J�a66 i,J r / ow CD N�0,? V ®n A \ mccZ�Q� to —��—7 0dy'- . 0. , J° cn („ / \ 7cc'\\\\ z cn Lu co a�z-I in �-v,L-/ _d N. cn 1 ;r 9 -I� v n Cllr �s` / - \ I °9`P r--�w--CfQm'� �, -°oti_� pia+ `r� Iti; I /-i cfi -- 6 / 5 / v 1 H>w •m soy- t.._ 80LQ.-:-._ l(( l� 1 //2,-,•:-'n� H / \I , Ste\'` X H 0 co cn 7 6 m ~ ,- iA �� w co 0 Z _ m / u"ICOUZZZ bio-;`\ 6c`j f`` in c..) 6g i- n Cr) // - ww" wCEQa ��V ��y�OFp �� 3U �� � _ O P—•C17 z UJ N l �.:- . 66 U'a ,, / o p 0 ca z ICU �F--1 I lJ w \ \ I I m� u31-7 .' cn ': +cam ® b R r F IU I wMP-1-- \ ..�'`vi .� ,i H ,O • a''= fldC„,,..,__, ` 3� r,. I I Li w� \ \ �, 4, H \ .c�� , cn D P G ISI , '�'' ' �� _ n w Qom . ti o- ;+9 I'• .•tea .7%, r' ' \ �_ \ \ . .�P o00 -a \' \N 'f �wl/ 1 �i It ,� - wm �5. m ' o • N '°hP �I ti ti t H I tf) C, b o a y ' o ala + +c) cL ON_ 'C o U]�:r+ ��`� I� \ rs v cu a a, Pte' •cE m i \ \ ?' ' \ \ cn o ", i, c=v o cU ti �z •:-, �5•00 . cn � � \ 1 P—LE �a rL/. `c�'p _P •; �cImr 15°5102 E \; \\\1 O1 `y cn w� Q !: : C/ cE o co 3 o Nm. ,, \ cn o+: w v w \ \ t � 3 U.,c/r) �O' :° O Page of Site and Soil Evaluation Report VD/1 Use Only HDIN: General Information Date: 5/20/16 Albemarle County Health Department Wright 104 LLC Phone: 434-245-4932 Owner: g Owner Address: 707 East Jefferson Street, Charlottesville, Virginia 22902 Property Address: Dudley Mountain Road Tax Map/GP1N#: 101-2, 101-2A1,101-2B&2C,89-25 GreenLoft Farms 16 Si1e114F Subdivision: Section: Block: Lot: Soil Information Summary 1. Position in landscape satisfactory: ® Yes ❑ No Describe landscape position: Backslope 2. Slope: 8-10% 3. Depth to rock/impervious strata: Max. 48"+ in. Min. 16"+ in. ® Not observed 4. Free Water Present: ® Yes ❑ No Range in inches: 1611-1911+ 5. Depth to seasonal water table(gray mottling or gray color): 16 + inches ® Not observed r= 6. Soil percolation rate estimated: ® Yes ❑ No Estimated rate: 80 min/in at 1 inches depth Texture Group: ❑ I ® II g III ❑ IV 7. Percolation test performed: 0 Yes [] No If yes,provide additional data on percolation test results. Name and title of evaluator: J.T. Frazier Signature: CI Site approved: Drip (describe dispersal area, e.g. absorption trenches) dispersing TL3& Disinfection (proposed level of treatment at time of evaluation)to be pl.aced.at• 't'' ..(ffrch )depth at g provides 6,720FT2 p !- v site designated on permit. Site a total of square feet of bsor do ire. 'is srnta 3;and reserve(if applicable). 2 J /, f AZ l`ER r Site disapproved: Reasons for rejection(check all that apply) :4f L9i384 G'OR 1. ❑ Position in landscape subject to flooding or periodic saturation. r.� ,7. 2. 0 Insufficient depth of suitable soil over hard rock. .',.�,`�� /-7...%<v , 3. 0 Insufficient depth of suitable soil to seasonal water table. `"�_; 1r /3//c�`t � V,4. 0 Rates of absorption too slow. 0•"r �1,, ' � ',4 5. 0 Insufficient area of acceptable soil fot req iiiedtbsorption area, and/or reser46 ted'' 6. 0 Proposed system too close to well-.',J (-' >f 7. 0 Other(specify) r, DPO p '/ information to disclosure(nd til/Fy eilom-of Infos mation Act. Revised 12/1/20.14 This form contains personal subject // . ,_- '§iii00 'owe Page_of SOIL PROFILE DESCRIPTION REPORT Date cf Evaluation: 05/23/16 Site# 114F Where the local health department conducts the soil evaluation,the location of profile holes may be shown on the schematic drawing on the construction permit or the sketch submitted with the application. If soil evaluations are conducted by a private soil scientist, location of profile holes and sketch of the area investigated including all structural features,i.e.,sewage disposal systems,wells, etc., within 100 feet of site(See Section 4)and reserve site shall be shown on the reverse side of this page or prepared on a separate page and attached on this form. ❑See application sketch page ESee construction permit ❑See sketch on reverse side or attached to this form. Hoie# Horizon Depth(Inches) Descriptions of color,texture,etc. Texture Group - 10YR 3/3 Loam Weak Meduim Granular Abundant Fine Meduim Roots A 0-2 Friable IIB 1 Bw 2-8 7.5YR 5/6 6/6 Heavy Silt Loam Weak Meduim Subangular Blocky Friable III 2.5YR 4/8 Channery Silty Clay Loam 15-20%Channers Weak Moderate Bt 8-11 Meduim Subangular Blocky Friable III Cr 11"-36"+ Greenstone;Impervious @ 16"+Variable 11"-18" 10YR 7/2 Redox @ 16"+ 10YR 3/3 Loam Weak Meduim Granular Abundant Fine Meduim Roots A i, 0-2 Friable IIB 2 Bw 2-5 7.5YR 5/6 6/6 Heavy Silt Loam Weak Meduim Subangular Blocky Friable III 2.5YR 4/8 4/6 Silty Clay Loam Moderate Meduim Subangular Blocky Bt 5-31 Friable III Mixed 2.5YR 4/6 4/8 10R 4/6 Silt Loam-Heavy Mica Loam 15% C 31-70 Channers Friable Structureless Massive III 10YR 3/3 Loam Weak Meduim Granular Abundant Fine Meduim Roots A 0-2 Friable IIB 3 Bw 2-12 7.5YR 5/6 6/6 Heavy Silt Loam Weak Meduim Subangular Blocky Friable III Cr 11"-36"+ Greenstone;Impervious @ 23"+ * 10YR 7/2 Redox @ 23"+ * Freewater @ 17"+ 10YR 3/3 Loam Weak Meduim Granular Abundant Fine Meduim Roots , A 0-1 Friable IIBs I i 10YR 6/4 2.5Y 6/4 7/4 Silt Loam Weak Meduim Subangular Blocky " 7 - , 4 Bw 1-6 Common Cobbles-Stones Friable III 2.5YR 4/8 4/6 Silty Clay Loam Moderate Meduim Subangular Blocky r C R t'-"-iii Bt 6-16 Friable III F' ` t t C;-', Cr 16"-48"+ Greenstone;Impervious @ 20"+ ,1 0 ( 34 10YR 7/2 Redox @ 20"+ D ,i, Freewater @ 16"+ PO 2 .a • 10YR 3/3 Loam Weak Meduim Granular Abundant Fine Meduim Roots 2 - /�//O7'(' 'i A 0-2 Friable IIB .t, yt•Z ti- 2.5YR 4/8 4/6 Silty Clay Loam-Heavy Silty Clay Loam Moderate Meduim v L 0'1 SITZ S ,,Li' 5 Bt 2-22 Subangular Blocky Friable III �a .� 4 . Cr 22"-42"+ Large Greenstone Schist;Pervious � � Remarks: it • ; �/ 0T 1 Nii110 *am/ SLi i 6, 6 Page of SOIL PROFILE DESCRIPTION REPORT Date of Evaluation: 05/23/16 Site# 114F Where the local health department conducts the soil evaluation,the location of profile holes may be shown on the schematic drawing on the construction permit or the sketch submitted with the application. If soil evaluations are conducted by a private soil scientist,location of profile holes and sketch of the area investigated including all structural features,i.e.,sewage disposal systems,wells,etc.,within 100 feet of site(See Section 4)and reserve site shall be shown on the reverse side of this page or prepared on a separate page and attached on this form. ❑See application sketch page ❑See construction permit ❑See sketch on reverse side or attached to this form. Hole# Horizon Depth(Inches) Descriptions of color,texture,etc. Texture Group 10YR 3/3 Loam Weak Meduim Granular Abundant Fine Meduim Roots A 0-2 Friable IIB 7.5YR 5/6 6/6 Heavy Silt Loam Weak Meduim Subangular Blocky 15% 6 Bw 2-7 Channers Friable III 2.5YR 4/8 Channery Silty Clay Loam 15-20%Channers Moderate Meduim Bt 7-15 Subangular Blocky Friable III Cr 15"-41"+ Greenstone;Impervious @ 20"+ 10YR 7/2 Redox @ 20"+ Freewater @ 19"+ 4 Jtv r 0136 -:i A dOR -., A:'ri. 11:0 //3)/ - i_ }b- '11F vA 'C, , ,,/ ppSl i / ^ Remarks: ,\•. Ll- r ' ,-ST , 44 j' �+; c-4-1-4-4 4s „yr 7 c; I f T'l E,'J J 1 , t i <,,0 s ,\,111_,,,,11,,::-://:;;;1,(.1,./1...:'.1 _i� L r _ 0 m r-il oo) w o_ M 0 - .p Z. � Iw �1 mom CD 2.1 -< I0 -1 � � yZM= o _ D�mz C0�? 1 >M � I Er) > l �w �D�m woo �o a m S. \ / -,o -:D� '- - 0 . 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BO 6 �`), . o��h-7- /�,�o T •zs PRIV TE / loo FJL.� 1), 1d, � � �r , 3 .� /,y STREET :SAS 1ENT 25' _ > ,q,� o�. 5 /L�,, �,�4 / (HUNTL' DR VE) _ — — _ �� ,�� / D43 20 ' — r 53 _-. O ' -- ���5 LOT 7 �o { D42 rP�a1--)P' INAGE �3�- """ I BCI�� \ cSS° 18 AC . 60°�c/,/ /\/.\ ' fASEMENT 35 . °� I I rNG \ �03 �' // / -- , /✓, • °650 • O ,„s) I I \ T\, y� °oo O • u7 0 I S ' / ��-°-..-// yr ;'EXISTING 30 ' I I cn N�660 00 -, •\ 686' f7/ I I 3 G /,- ' ' ` , •4 ` e2 or / PRIVATE STREET I IS rn Eri 3Wir \ . °a-.�3 r r EASEMENT IN/ � r-'T1i ' 'i Ncn ` '�i °f I 'rLAG' o1 i l °v.7\\\\\\\ tip3/,� (D.B. 4261-397 R I 75.00 I1 ' m ,,ii„i ihI t:,--5,,• LOT 16 . p”, ,K� & 398 PLAT)) I I I.. I �� SAG ,ru HEREBY EXTINGUISHED FLAG rN 20 . 50 AC . r� ... I I Is I I LOT... o ,,,o S89 °38' 15"W I I 762. 74 ' ( 'SWM S40 °00 '00"W IS �0 687. 74 '' I 75. 00 ' / '.\•2..•63 AC . z ROAD 150. 00 ' '"--) �- I I ... r-' q9�� ?00 L 1ENT IS • /,-, a ��� L�f f I\ 1p -2'••.• I I z 6°AO g6 IS 0�1 D22 q' 17 ";a51) O T� i \ \ � 'M'101'ZA1 I ' I Im N6 p55' S6' 1 gas, ,., \•' ( .M• H I /C14 300. IS •`021 A92—. Or�O LOT 15 a` `' , ) ,2Q.. �� Iz I i IS N58 °00 '00"W •Aa w..; X25 526 8. 0 AC . 41 '; vQ 5 00' oo. LOT 10 200. 00 ' 4 'n 15� wc. 60 ' OZ� D2q l��f'� �',rri I�PQ�', \'�a 05 91 IS . 3. 86 AC . RADIUS , :.• _NEW DRAINAGE C SW11 '-- I ,q5 i :Q 0 g1' 21°,1-17 ,,—i i i�3 / ;' ACCESS/MAINTENANCE 3°�, Gni T ,�44� 21"W 090 \\ \ � '� ' i m1 / EASEMENT r m I / A D °q5 295 J1 , °55 s�!51 \�S 1'. (.;,: \ i�� L I—BOJ 4 q2„W_ 4 °q;A5 it .. I �`'' LOT 7 ' �o N �_ ' I �° 3 �hv`i;_1L(1r ' \ is- -.rte, _� ? � _ I�(o ,.2t< �I,F1�� , 1 . , --,,,, SIS . � `' 1. IS O� , , • 2 ti'` I I cv `.. f,E f;1 �6 T. M. 101-1 A ►� ti T. - k.�' / �c�° c J. RAZ(L_= ; 'U,o •o2.h2 d;=- 0.' AH CHRISTINE LINGON / / 2 ° ,, _ LdT. 13 0. 8. 4347-481 �,:'..< 9'0 001384 ' ()r ' `; ,., C 4 i5` AC'. (90ci D. B. 710-195 PLAT =ri DPOR ;•,. ,'f IRON r 2, 131/ FOUND 2 j - �� • ' ; ; I;; ��I' � i 0/• 13 / 6i I 1 I Q' �a,.. 9L tt 8'3 f ( L-" 1 i°;2,�, e .� � 0 • 1 Lr. 4< TR T. M. 89-38 '` LOT 14 «u f a 2.-6 � JEROME F. & SUZANNE J. BROWN ,,-:.4'i c,-- <�; "�°j0I 5"---/7'&4116`- f' D. B. 2918-95 it ��r�" 5: r� . ,��, ,- '< .__ :,�/E:-. RURAL PRESERV A. D. B. 398-253 PLAT %%"`" / TRACT A N sr r 70 . 15 ACRES <-, r o S64 °42' S5"E 1890. 85 ' TOTAL z I -`-`_ IRON t 62 // r''` FOUND IN 4' 95 z STONE PILE • o T 72 . A' , mfg �� f c�� p �Z , LOT 7 •ti ,''v a STAKE F �0 3 1 N .,, N 01 (11-2.1(T)�, p p E ryI S (,; \') P. •P2 1° ! �1,,ro T 16 C11 CO `p pp, a t ` cw.V NEW . n cn' �, rn N -� 360y�-, '....c ,' PQ,•' , DRAINAG 9 �� 9 Q,'QP� NEW 20 ' AND SWM rn . o ,c� FL/G,'1 i loll II Ili - % DRAINAGE ACCESS/ ',. • -.'•Z HI I " °_I 1 `'� �� . AND SWM MAINTENANCE T L31 IS ) LAG ° in EASEMENT / e r C\-1 ACCESS/ O I ' T FLAG ��` E,, 3 ":` .. .. .." •Ay .:MI LOT •.� ' o MAINTENANCE ��9..� / 1p• ...9.-- . 2 2:63 AC . Z` r EASEMENT 3y o ISS ,s4SPECIAL ;.... m q� �� xf IF Ag°� L37 b0^`E �o`N�<, LOT t= ' N85 °O0' / 1 . 08 AC. FO N6 A55.5 66, d ' > "• 380.0O; �r Ig IS L33 IS -- 3gp. iv 9 IS 0 1S�1S50330�#�0_ Si J . 129. 40 '; J1 °' 1 /LOT 19 0 „ N, 1 ',/ • N5 O '00 'll� ��'��I` u u Q1 45. 6Q� C LOT 10 210Ks / 581111 1IS '1 „ 1 .2�' r i 1-03 ,:_/5. 0 35'RADIUS -� —. a�n -7-r• r ,%'.l /c ' , I r` l ;0 ' ��t f� m !ITS c> � ' � ' r iN `'/ / 368• /1 � ,' � � ,1 ,..�:`�� c ' ft J °I '7 IS S�2 f0o�7' 1750 ' NEW PERMANENT 4 / / 2 44 ,z- $45 .a,','\ r tr t5 / - „ DRAINAGE- , (I. P.' EASEMENT-R 1,,, 1 1 y., o- D 4 6 ) ' C ._ _ - ,00 lit 1'- 1�ii,ill o.. IS 17. 50 P� \ ' '` __ — I S� �� f, E- ' ; c...‘1,•.1),- OQ 1 L 0 T 12 'o c, 6`��',p)2. 04 4 .03 1 j NEW ^��.:..;, LOT 13 vim. 7, ) /6.-`pERMANE ,• 4 . 15 AC . ��t'� c.)u) ' , „j-V `ly.c� .7”:� DRAIN. '4' 'dv ,�\Q<)�'P j . f f �6ti' ".- \ -2 ...r?, : */ , 'i 4 I Cill\ .(0 '''::: - .. C)'„---777;p , 0..,.._:-_____,- �, v 115 'N! 49S' ,..%R'S4‘ ) I )_. ., 8 30 . 1: r�°1�1 NEW 20 , , 7,,:`!: �` q j 4 FOUNp :, - CA a�, PERMANENT / �, 1 ,� DRAINAGE L q)1' �t�t,`' � EASEMENT .,y,—�,, 30� AO',' i I, IS 490, � �� �Q �� 16�� " i1 II �J F 0°�� �r., T. M. 101-1B 5�2 ' THEODORE S. THOMAS C ROSALIND E. WESTERMAN 'PIPE North 3871614 r_n1 1AIfl Fact 11492171 VIRGINIA SOUTHSPC ,�. I'd \O N25 °OB ' 30"E �0IS / 4 ��(. \\o 62. 99 S ti3 �;-t Qs 11- .TH DEPARTMENT COPY N48 °48'29"E S Q- , , ,_5-_,,.__, IRON iT FOR RECORDATION 37. 63 ' tz/f 4 ,�;so_-_ FOUND POLE N48 °48'29"E ' IS v�rrt`,6J '6i;/��IN STONE STATE ROUTE 706 36. 80 ' SIS t ,QPC�•r',,<O 2,y,'—,-;-• PILEi71' DUDLEY MOUNTAIN ROAD S38 °01 '49"E S g�� S57 Z 2C' ' (40 ' R/W) 258. 39' ISS ,,� ti (,•. titi (D. B. 377-495) '�`) • a' ^ ;'' ��` ti°�," •' - `n -----r,--,,,„,- --�-� — e / i Z` u. Q •'/2 ,,fi (--,c /) /,., I S �� Q.,eot / , / •• �.i, /i ,/,- I G '6 o eP�y� P� Z ni Li-..,,,-7-/f c 175.85' O `' `'' i '^\%/ „'°IS .'°,4,9 L'3 �.''•Q\CIS'. r ';', 2-CT,' ,tiJ it;;ii, 'a� / oiit AqR• CFS • e LOT ',�'"_ ////:- 7 , PO EXISTING 30 �,c� �` C Q 2. 41 NEW 20 ' L18 (,P h PRIVATE ACCESS z�i N � B' IS L41 <',,, --c. /'/ ./ PERMANENT / e,.,' EASEMENT ry W of �, !'�'� ..IS DRAINAGE /SAL. p '\ (D. B. 4256-445 NcS1 • '•oz . • / --C-1.2— „IS L40 EASEMENT , ") 'q`� G 446 PLAT) 0 0 . o EXISTING 30 ' �' , HEREBY EXTINGUISHEDO o N' - • ,�o _ 'RIVATE STREET \ 0 ,\ �\ zN.o,, ,<titi _ ` ' ` EASEMENT N32 °18' 39"E / ' ,' I\ c' i ' �n • ` ` \ (D.B.4261-397 115. 41 ' ,. "'.7 \I � z � E(�I 60 ' & 398 PLAT) ) l / " EBY EXTINGUISHED �S, ' ' �' ' �� 1 z / IS PRIVATE ti . I / 2B .� L=182. 16 ' �,02�%',,0.' I �1\ — ' 71.. .M. 101_8 / STREET EASEMENT PAR�EL• / (HUNTLEY DRIVE) L=4. 32 ' .*a ' I I ' . 1 .IA. 101 Al \, / D43 PERMANENT CE N42 °47'08"E ,�'OtI c,' I I pAR L o X/ 042 DRAINAGE 118.20 ' ti��` i f LOT / / �zEASEMENT O . _ — `` 7 . 25 AC . / / \ — ss0� ,pti IS 0J — --- \ � Oti0 / / `\ 6- a �% /- IRON �� �.�. ,r i \\ \4.4 662 0, / FOUND 1g6 0��,, '�� \ •_ _ - ' OOH . °3 „?),1 I North 3872733, N1 .30" g8` P�.,.05` p6_- �,'7ti _�_° / LOT 16 1 OhO East 11459245/ , p 1 0 /ru HER i / q„6' 39 93. 4° NEW 20 . 50 AC . \,' io S •38. �„ PERMANENT NII NEW 11 'SWM S40 °00 '00"W IS •„/gyp IRON SET IN = DRAINAGE `-1 K ACCESS ROAD 150. 00 ' /0 STUMP HOLE oro EASEMENT °I I EASEMENT IS ° /(ti,, ., , ..•s �' I �p R 021 D2 Ag2 1A ;-p2a Go • �, °6a LOT 15 ", `�;. X5.1.-3 ( 0, .2.0�, AS -p25 D2 6. O 1 AC. ��� if RiUND._ ` 5 < 5�1'^2 6q4 ... : :.://2 'o 0 (2�;1_3 s4 O NEW DRAINAGE & SWM �; jT iCDP-OR �6�• 66•;' ACCESS/MAINTENANCE 3�y EASEMENT DARACII .DA 1RfL�Y4 ..' N,2 °45 295 �i •1437-68 ,,`' '.; ,cI , B D. B. 6B2 L '-21TIV''PI,,A.T` ;� .._ i ETA IL _ 4 /T/T � BELOW IS ami-,\Q5, • / Hca, SEARING DISTANCE 19 °56 '45"E 141 . 41 LINE BEARING DIST E,� T;'M. 101-1'A l' „ f; ', DEBORAH CHRISTIINIE LINGON '.. 32 °31 '31 "E 208. 98 D26 N69 °25 ' 02"E 7 27 r ; D. B. 4347 481 l8 °54 '54"E 55. 84 D27 N42 °00 16"E 98°f' / D. B 710-195 PLAT c- 18 °29.56"E 40. 00 D28 N62 °21 '33' E "82. 31/ 7/( '1 °30 '04"E 93. 98 D29 N26 °39 '39"E 56!.,8 9 °56 '52"E 121 . 45 D30 N37 °00 '52"E 36. 57 c` I I j 18 °19 '59"E 107. 22 D31 N37 °00 '52"E 16.28 I =`` 18 °19'59"E 32. 01 D32 N09 °50 '20"E 62. 06 GONS Sore `•1000 SCIS ti��� v�T9 Z o49. �G/�M7 .G�G� To the best of my knowledge, all existing wells and drainfields within 100' of the property boundary have been located and shown on the attached plats. _ /377 7 J.T. Frazier DPO' O'E #1940 001384/VCPSS #144 Date OF oviRALty fjjd\ �, LTH44a • • ' 001384 4 pg .DFPER ORs ' rd //3/2V4c N- /7 BITS4 SCIZA-S Tel (540)347-5500 5181 Lee Highway, Warrenton, VA 20187 Fax (540)347-7870 Toll-Free(800) 803-1320 Codif(e �Z 4 N UI To the best of my knowledge, all existing wells and drainfields within 200' of the property boundary have been located and shown on the attached plats. , _ ' - //I 7 J.T. Frazier DPOR/0 r #1940 001384/VCPSS #144 Date c i t/346, 0�40,1,TH p� 1 o�w 211 CI0.t v 8 FRAZIER t ''IN 4 • • 1 001384 Lc No.11444 k. DPOR 0 1) zevii v 44 S�l�� Tel (540)347-5500 5181 Lee Highway,Warrenton, VA 20187 Fax(540)347-7870 Toll-Free(800) 803-1320