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HomeMy WebLinkAboutSUB201700040 Study Rural Division Plat 2017-03-02 Commonwealth of Virginia VDH Use Only Health Department ID# Application for Subdivision Review Due Date (Page 1 of 2 to be filled out by the Owner or Agent) Owner Sugar Hollow Farms,LLC Phone (434)823-4533 Mailing Address P.O.295 Phone White Hall,VA 22987 Fax Developer/Agent Steve Gooch Phone (434)531-0487 Mailing Address 703 Oliver Creek Road Phone Troy,VA 22974 Fax AOSE Steve Gooch Phone (434)531-0487 Mailing Address 703 Oliver Creek Road Phone Troy,VA 22974 Fax Directions to Property: From Charlottesville take Garth Road to White Hall,continue on Sugar Hollow Road to 5120 Sugar Hollow Road on right Name of Proposed Subdivision Tax Map 26-56 Other Property Identification Dimension/Acreage of Property 192.19 Ac. Number of lots proposed 2 Proposed water source(note:new or existing,public or individual) new,existing,individual General size of lots 46.71 Ac.+ 145.48 Ac. (give range if appropriate) Additional description of subdivision Overview of soils and geology(optional but encouraged) In order for VDH to process a subdivision application you must attach a plat of the property showing the location of the proposed onsite sewage disposal systems and the reserve absorption areas(if required)and the location of the water supply system on each lot, if applicable. Each plat or subsection of a subdivision shall be accompanied by specific soil information for each lot(absorption area and reserve area). If not provided by the local subdivision ordinance,the district or local health depaitment may require the plat to show streets,utilities,storm drainage,water supplies,easements,lot lines,and original topographic contour lines by detail survey or other information as required. When the AOSE site evaluations are reviewed,the property lines,building location and the proposed well and sewage system sites must be clearly marked and the property sufficiently visible to see the topography, otherwise this application will be denied. I give permission to the Virginia Department of Health(VDH)to enter onto the property described during normal business hours for the purpose of processing this application and to perform quality assurance checks of evaluations and designs certified by an Authorized Onsite Soil Evaluator(AOSE)or a Professional Engineer(PE)as necessary until the sewage disposal system has been constructed and approved. 3 z '/Si nature of wner/Agent Date VDH Use Only Commonwealth of Virginia Health Department al/ Application for Subdivision Review Due Date (page 2 of 2 to be filled out by the county official requesting a VDH review) County Office initiating request Contact Individual Phone Local offices of the Virginia Department of Health may review subdivision applications for compliance with state rules and regulations governing sewage treatment and dispersal and private water supplies,compliance with local ordinance governing sewage treatment and dispersal and private water supplies and potentially for compliance with other local ordinances. Please indicate the nature of review you are asking the health department to conduct. 1. Review for conformance with the Sewage Handling and Disposal Regulations 2. Review for conformance with local onsite wastewater ordinances 3. Other(describe below) Name and title of requestor Date OSE Fonn F Revised 7/02/09 um ,7t o<s5=Ai �'IRGINIP rb COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road,Room 227 Charlottesville,Virginia 22902-4596 Phone(434)296-5832 Fax(434)972-4126 Date: 03/07/17 Teresa Batten Virginia Department of Health 1138 Rose Hill Drive Charlottesville, VA 22906 Regarding: Project Name: SUB201700040 Joseph H. Jones—Rural Subdivision Date Submitted: 03/06/17 Dear Ms. Batten: The County of Albemarle has received application to develop/subdivide Tax Map 26 Parcel 56. This project requires Health Department approval prior to receiving final County approval. The applicant has provided a soils report, which is attached. Please review the proposal for suitable subsurface drainfields that comply with the provisions of Chapter 18, Sections 4.2.2, 4.2.3, 4.2.4, and Chapter 14, Section 310 of the Albemarle County Code. Should you have any questions or comments please feel free to contact me. Sincerely, / r 1 1 Cameron Langille, Senior Planner County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 blangille@albemarle.org (434)296-5832, ext. 3432 Soils Study for Drain Field Sites Lot 2 A Division of Tax Map 26-56 Albemarle County Prepared for: Sugar Hollow Farms, LLC P.O. Box 295 White Hall, VA 22987 Prepared by: Steve Gooch Consulting Geologist,Inc, 703 Oliver Creek Road Troy, Virginia 22974 March 2, 2017 IN ren, f01 rii0J Page 1 of 11 OSE/PE Report for: 'waft. Construction Permit Certification Letter ' 1 Subdivision Approval Property Location: 911 Address: 5120 Sugar Hollow Road City: Lot 2 Section Subdivision GPIN or Tax Map# 26-56 Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Sugar Hollow Farms, LLC Street: P.O. Box 295 City:White Hall State VA Zip Code 22987 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy State VA Zip Code 22974 PE Name: License# *me Address City State Zip Code Date of Report 3/2/17 Date of Revision#1 OSE/PE Job# Date of Revision#2 Contents/Index of this report(e.g.,Site Evaluation Summary,Soil Profile Descriptions,Site Sketch,Abbreviated Design,etc.) OSE Cover Page Abbreviated Design Forms Soil Profile Sheets Survey Plat Soil Information Summary Sheets Certification Statement I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the Sewage Handling and Disposal Regulations(12 VAC5-610),the Private Well Regulations(12 VAC5-630)and all other applicable laws,regulations and policies implemented by the Virginia Department of Health. I further certify that I currently possess any professional license required by the laws and regulations of the Commonwealth that have been duly issued by the applicable agency charged with licensure to perform the work contained herein. 1E( The work attached to this cover page has been conducted under an exemption to the practice of engineering,specifically the exemption in Code of Virginia Section 54 1-402.11 I recommend that a(select one): Anstruction permitEi certification letter subdivision approval be(select one)issued denied Li. OSE/PE Signature Ater-r14. Date 3/all pcm2t, Soil Profile Primary Drain Field Lot 2 A Division of 26-56 Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 1 0-2 A Dark gray(10YR 4/1) sandy loam,friable 2 2-25 Bt Reddish yellow(7.5YR 6/8) sandy clay loam, friable 2 25-47 Cl Yellowish brown (10YR 5/8) sandy loam, friable 2 47-58 C2 Light brownish gray(2.5Y 6/2) sandy loam(lithochromic), 2 25%rock fragments 58- Cr 2 0-2 A Dark gray(10YR 4/1) sandy loam, friable 2 2-18 Bw Brownish yellow(10YR 6/8) sandy clay loam, friable 2 18-48 Cl Very pale brown(10YR 8/3) sandy loam, friable 2 48-60 C2 Light brownish gray(2.5Y 6/2) sandy loam(lithochromic), 2 35%rock fragments 60- Cr 3 0-2 A Dark gray(10YR 4/1) sandy loam, friable 2 2-24 Bw Brownish yellow(10YR 6/8) sandy clay loam, friable 2 24-37 Cl Yellowish red (5YR 5/8) sandy loam, friable 2 37-54 C2 Light brownish gray(2.5Y 6/2) sandy loam(lithochromic), 2 2%rock fragments below 42" 54- Cr 4 0-2 A Dark gray(10YR 4/1) sandy loam, friable 2 2-19 Bw Brownish yellow(10YR 6/8) sandy clay loam, friable 2 19-48 Cl Strong brown(7.5YR 5/8) sandy loam, friable 2 48-57 C2 Light brownish gray(2.5Y 6/2) sandy loam(lithochromic), 2 25%-35%rock fragments 57- Cr 5 0-2 A Dark gray(10YR 4/1) sandy loam, friable 2 2-20 Bw Brownish yellow(10YR 6/8) sandy clay loam,friable 2 20-60 Cl Very pale brown (10YR 8/3) sandy loam, friable 2 Page '77 of I( Appendix 2 Soil Summary Report GENERAL INFORMATION Date 12/12/16 Submitted to Albemarle County Health Department Applicant Joseph Jones Telephone Number (434)823-4533 Address P.O. Box 295 White Hall, VA 22987 Owner same Address same Location 5120 Sugar Hollow Road Tax Map 26-56 Subdivision Block/Section Lot 2 SOIL INFORMATION SUMMARY - 191-mmcdin °atm_ 1. Position in landscape satisfactory? Ig Yes it No Describe shoulder 2. Slope 17 % 3. Depth to rock or impervious strata: Max. 60"+ Min. 54" None 4. Depth to seasonal water table(gray mottling or gray color) R. No r Yes inches 'ree water present 15Z No r Yes range in inches 6. Soil percolation rate estimated ig Yes Texture group I 4) ill IV No Estimated rate 45 min/inch 7. Permeability test performed fa- Yes R" No If yes, note type of test performed and attach Site Approved: Drainfield to be placed at 30" depth at site designated on permit. I— Site Disapproved: Reasons for rejection: 1. r Position in landscape subject to flooding or periodic saturation. 2. E Insufficient depth of suitable soil over hard rock. 3. E Insufficient depth of suitable soil to seansonal water table. 4. r Rates of absorption too slow. 5. I- Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. Proposed system too close to well. E Other Specify (attach additional pages if necessary) a1¢- 9 XPi Abbreviated Design Form This form is for use with gravity,pump to gravity, enhanced flow, and low pressure distribution(LPD)sewage system designs and when applying for a certification letter or subdivision approval. Nior This abbreviated design covers the 0 primary and reserve area, ©only the primary area, 0 only the reserve area(check one)for_Lot 2-A Division of Tax Map 26-56 Design Basis Total length of available area: 75' Total width of available area: 40' Estimated Perc. Rate: 45 at30�' in.(depth) Number of bedrooms(or GPD): 4 Conveyance Methods: Gravi Distribution method (specify): Gravity 3c Dispersal system basis GMP 135 LGMI required? No (Yes/No) Effluent quality required: Primary (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 344 _ Total trench bottom area required:_1032 Area Calculations Number of trenches 5 Length of trenches: _70' Width of trenches: 3' Center to center spacing: 9' Reserve required?_Yes _ Percent reserve area required: 100 Total width of absorption area required 39' Total trench bottom area provided: _1125 The required width is calculated by multiplying the center-to-center spacing by one less than the number of trenches and adding 1 trench width plus any required reserve area. If the topography is not uniform across the length of the site the trenches will need to flare apart on one end to maintain contour. When this occurs it is necessary to use a center-to-center spacing that accounts for the flair or the installer will not be able to fit the system within the approved area. It is perfectly acceptable to have more area available,especially up and down the slope:,than is required. Page of AOSE Form E Revised July 18,2007 c i ( Soil Profile Reserve Drain Field Lot 2 A Division of 26-56 Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group Zone 1 3 0-2 A Dark gray(10YR 4/1) sandy loam, friable 2 2-24 Bw Brownish yellow(10YR 618) sandy clay loam, friable 2 24-37 Cl Yellowish red (5YR 5/8) sandy loam, friable 2 37-54 C2 Light brownish gray(2.5Y 6/2) sandy loam(lithochromic), 2 2%rock fragments below 42" 54- Cr 4 0-2 A Dark gray(10YR 4/1) sandy loam, friable 2 2-19 Bw Brownish yellow(10YR 6/8) sandy clay loam, friable 2 19-48 Cl Strong brown(7.5YR 5/8) sandy loam, friable 2 48-57 C2 Light brownish gray (2.5Y 6/2) sandy loam(lithochromic), 2 25%-35%rock fragments 57- Cr 6 0-2 A Dark gray(10YR 4/1)sandy loam, friable 2 2-21 Bw Brownish yellow(10YR 6/8) sandy clay loam,friable 2 21-48 C Very pale brown(10YR 8/3) sandy loam, 25%rock 2 fragments below 40" 48- Cr 7 0-2 A Dark gray(10YR 4/1) sandy loam, friable 2 2-20 Bw Brownish yellow(10YR 6/8) sandy clay loam, friable 2 20-49 C Very pale brown(10YR 8/3) sandy loam,25%rock 2 fragments below 42" 49- Cr 8 0-2 A Dark gray(10YR 4/1) sandy loam, friable 2 2-21 Bw Brownish yellow(10YR 6/8) sandy clay loam,friable 2 21-48 C Very pale brown(10YR 8/3) sandy loam, 25%rock 2 fragments below 40" 48- Cr Page 4' of. I ( Appendix 2 Soil Summary Report GENERAL INFORMATION Date 12/12/16 Submitted to Albemarle County Health Department Applicant Joseph Jones Telephone Number (434)823-4533 Address P.O. Box 295 White Hall, VA 22987 Owner same Address same Location 5120 Sugar Hollow Road Tax Map 26-56 Subdivision Block/Section Lot 2 SOIL INFORMATION SUMMARY - fiertfre pruirt Rev no) 1. Position in landscape satisfactory? JR Yes f No Describe shoulder 2. Slope 23 % 3. Del:1th to rock or impervious strata: Max. 57" Min. 48" None 4. Depth to seasonal water table(gray mottling or gray color) No r Yes inches tree water present R No E Yes range in inches 6. Soil percolation rate estimated ig Yes Texture group I C. Ill IV E No Estimated rate 45 min/inch 7. Permeability test performed E Yes • No If yes, note type of test performed and attach • Site Approved: Drainfield to be placed at 30" depth at site designated on permit. E Site Disapproved: Reasons for rejection: 1. E Position in landscape subject to flooding or periodic saturation. 2. E Insufficient depth of suitable soil over hard rock. 3. 1" Insufficient depth of suitable soil to seansonal water table. 4. E Rates of absorption too slow. 5, E Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. PE Proposed system too close to well. Other Specify (attach additional pages if necessary) Pay. 7 if-I Abbreviated Design Form This form is for use with gravity,pump to gravity,enhanced flow,and low pressure distribution(LPD)sewage system designs and when applying for a certification letter or subdivision approval. This abbreviated design covers the 0 primary and reserve area, 0 only the primary area, tiSnly the reserve 0"070 area(check one)for Lot 2"Zone 1)-A Division of Tax Map 26-56 Design Basis Total length of available area: 80' Total width of available area: 25' Estimated Pere. Rate: 45 at30�' in. (depth) Number of bedrooms(or GPD):4 Conveyance Methods: Gravity Distribution method(specify): Gravity 3c Dispersal system basis GMP 135 LGMI required? No(Yes/No) Effluent quality required: Primary (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 344 Total trench bottom area required: 1032* *Zone 1 provides 50%reserve area and Zone 2 provides 50% reserve area Area Calculations Number of trenches 3 Length of trenches: 75' Width of trenches: 3' Center to center spacing: 11' Reserve required?_This is 50%of reserve area_ Percent reserve area required: 100 Total width of absorption area required 25; Total trench bottom area provided:_675 The required width is calculated by multiplying the center-to-center spacing by one less than the number of trenches and adding 1 trench width plus any required reserve area. If the topography is not uniform across the length of the site the trenches will need to flare apart on one end to maintain contour. When this occurs it is necessary to use a center-to-center spacing that accounts for the flair or the installer will not be able to fit the system within the approved area. It is perfectly acceptable to have more area available,especially up and down the slope,than is required. Page of APSE Form E Revised July 18,2007 Soil Profile Reserve Drain Field Lot 2 A Division of 26-56 Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group Zone 2 9 0-3 A Dark gray(10YR 4/1) sandy loam,friable 2 3-17 Bw Brownish yellow(10YR 6/8) sandy clay loam, friable 2 17-60 C Yellowish brown(10YR 5/6), light brownish gray 2 (2.5Y 6/2) sandy loam,(lithochromic) 10 0-2 A Dark gray(10YR 4/1) sandy loam, friable 2 2-12 Bw Brownish yellow(10YR 6/8) sandy clay loam, friable 2 12-60 C Yellowish brown(10YR 5/8), very pale brown 2 (10YR 8/3) sandy loam 11 0-2 A Dark gray(10YR 4/1) sandy loam, friable 2 2-8 BE Yellow(10YR 7/8) sandy clay loam, friable 2 8-18 Bt Light red (2.5YR 6/8) clay loam, friable 3 20-40 Cl Light reddish brown(5YR 5/8) sandy clay loam, friable 2 40-60 C2 Very pale brown (10YR 8/3) sandy loam, friable 2 Page of II' Appendix 2 Soil Summary Report GENERAL INFORMATION Date 12/12/16 Submitted to Albemarle County Health Department Applicant Joseph Jones Telephone Number (434)823-4533 Address P.O. Box 295 White Hall, VA 22987 Owner same Address same Location 5120 Sugar Hollow Road Tax Map 26-56 Subdivision Block/Section Lot 2 SOIL INFORMATION SUMMARY - zeyes4.).e.. Reif CoAtz) 1. Position in landscape satisfactory? IR Yes f No Describe shoulder 2. Slope 13 % 3. Depth to rock or impervious strata: Max. Min. None 4. Depth to seasonal water table(gray mottling or gray color) No 1 Yes inches 7ree water present rg No r Yes range in inches 6. Soil percolation rate estimated Yes Texture group I Ill IV No Estimated rate 45 min/inch 7. Permeability test performed la Yes IR No If yes, note type of test performed and attach l5 Site Approved: Drainfield to be placed at 36" depth at site designated on permit. E Site Disapproved: Reasons for rejection: 1. r Position in landscape subject to flooding or periodic saturation. 2. E Insufficient depth of suitable soil over hard rock. Insufficient depth of suitable soil to seansonal water table. 4. E Rates of absorption too slow. 5. I— Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. fl Proposed system too close to well. I- Other Specify (attach additional pages if necessary) P4c— /od-I( Abbreviated Design Form This form is for use with gravity,pump to gravity,enhanced flow, and low pressure distribution(LPD)sewage system designs and when applying for a certification letter or subdivision approval. This abbreviated design covers the 0 primary and reserve area, 0 only the primary area, ©only the reserve ©, area(check one)for Lot 2 (Zone 2)-A Division of Tax Map 26-56 Design Basis Total length of available area: 80' Total width of available area: 25' Estimated Perc. Rate: 45 at 30" in. (depth) Number of bedrooms(or GPD): 4 Conveyance Methods: _Pump Distribution method (specify): Pump_ 3c Dispersal system basis GMP 135 LGMI required? No(Yes/No) Effluent quality required: Primary (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 344 _ Total trench bottom area required: 1032* *Zone 1 provides 50%reserve area and Zone 2 provides 50%reserve area Area Calculations Number of trenches 3 Length of trenches:_75' Width of trenches: 3' Center to center spacing: 9' Reserve required?_This is 50% of reserve area_ Percent reserve area required: 100 Total width of absorption area required 21' Total trench bottom area provided: 675 The required width is calculated by multiplying the center-to-center spacing by one less than the number of trenches and adding 1 trench width plus any required reserve area. If the topography is not uniform across the length of the site the trenches will need to flare apart on one end to maintain contour. When this occurs it is necessary to use a center-to-center spacing that accounts for the flair or the installer will not be able to fit the system within the approved area. It is perfectly acceptable to have more area available,especially up and down the slope,than is required. Page of AOSE Form E Revised July 18,2007 (*NO BEARING T.M.26 + „/A'P/PE F 3 Pel t 4 OC I f MO 56 N60•14'4Fi ! MATY � Mr' ! 1249 ,�► IN f PILE `2005) `" •X7.0 *Aj `�ey�ly+{,"vo 0.6.974-594.597 PLAN' o'ir �•i( 8 N70 53 a 29"W 14) ���� it 4, #I FOIE F A 62CFOU ,\ ! / 3 05 . JEAN .M2 AtlTM �, / ,136`08"M r i FEVOCABLE '�T �,r�-211.,''x2' f D.6.42 1-203 i POS `•D S4 "fit? 53'" 13.8.2542-B7' PLATLao I.,, 1°5'75' DE ACCORDING TO `�.. EA. BEFOREIRON PROPOSED RESERVE D i SET , 1 FIELD(ZONE 2)' ' . i � ' 7 -' col , ..i�xvEwAY• T.lei ....4 , .. PROPOSED nou > E TRUST `''*,r, 59.26'. 0.6.3685-4 *405 PROPOSED .1 a.,. , PRIMARY 87 3AT DRAIN F [ZONE 1 ` DRAIN w fI ._—_._ AC .,war.— � C ~ .�"` „� tAX ♦.. "' ♦OF Al .- w } 144. . — ,... / NEW PRIVATE ACCESS r.> / 46.71 ACRESEXISTING GRAVEL DRIVEWAY ti,, TS • SHOWN HEREO ."---"'-.1/4."'" 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'~ }'aw'` Scale l'''---200' • .•Soil Profile Hole ,. ,}, .•i • •'''•.w• ♦ .— •• a *•*.*''. + . .•:+>• aFieldSites . ♦ .• i • • • ••} SET House,Well and Drain r3' , !+ '02'D5"W • 555.'Si' IRON 621 IRON SET moot Lot 2 a 26-56 '� t20 A Division of Tax Map -40 PLAT } `' M7 Albemarle County,Virginia ; 51 ilfg >t'. Steve Gooch Consulting Geologist 703 Oliver Creek Road Troy,Virginia 22974 Residue A Division of Tax Map 26-56 Albemarle County Health Department Permit ID#101-00-0196 shows a 200%reserve drain field area for the existing house on this parcel.