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Home My WebLink AboutSUB201300145 Approval - Agencies 2013-10-14 7n"'` ,. i „V TgrPPrOVed 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(LOVINGSTON) Fax (434)972-4310 Charlottesville, Virginia 22906 November 13,2013 Megan Yaniglos Department of Community Development Division of Zoning and Current Development 401 McIntire Road Charlottesville,Virginia 22902-4596 RE: Review of Proposed Subdivision Plat and attached Soils Information for Individual Onsite Sewage Systems as part of a division of Tax Map 70 Parcel 29A located in Albemarle County,Virginia. Dear Ms.Yaniglos: On November 7,2013,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: Stephen P. Gooch; OSE#1940001284. This subdivision approval is issued in reliance upon that certification. Pursuant to § 360 of the Regulations this approval is not an assurance that Sewage Disposal System Construction Permits will be issued for any lot in the subdivision identified above unless that lot is specifically identified on the above referenced plat as having an approved site for an onsite sewage disposal system, and unless all conditions and circumstances are present at the time of application for a permit as are present at the time of this approval. This subdivision may contain lots that to do not have approved sites for onsite sewage systems. This subdivision approval does pertain to the requirements of local ordinances. Sincerely, iµ-4 0 —� Travis T.Davis Environmental Health Specialist, Sr. • ,.r r..r Soils Study for Drain Field Sites Parcel A A Rural Division of Tax Map 70 Parcel 29A Albemarle County Prepared for: Rose Hill, LLC P.O. Box 115 Greenwood, Virginia 22943 Prepared by: Steve Gooch Consulting Geologist,Inc. 703 Oliver Creek Road Troy, Virginia 22974 October 8, 2013 Null le Page 1 of 5 OSE/PE Report for: Construction Permit Fl Certification Letter Subdivision Approval Property Location: 911 Address: 314 Oilman Road City: Greenwood Lot A Section Subdivision GPIN or Tax Map# 70-29A Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Rose Hill, LLC Street: P.O. Box 115 City:Greenwood state Virginia Zip Code 22943 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy State Virginia Zip Code 22974 PE Name: License# Address City State Zip Code Date of Report 10/8/13 Date of Revision#1 OSE/PE Job# Date of Revision#2 Contents/Index of this report(e.g.,Site Evaluation Summary,Soil Profile Descriptions,Site Sketch,Abbreviated Design,etc.) OSE Cover Page Abbreviated Design Form Soil Profile Sheet Survey Plat Soil Information Summary Sheet Certification Statement I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the Sewage Handling and Disposal Regulations(12 VAC5-610),the Private Well Regulations(12 VAC5-630)and all other applicable laws,regulation . d policies implemented by the Virginia Department of Health. I -r certify that I currently possess any professional lice e quired by the laws and regulations of the Commonwealth that have bee . y i y .11 g I ce ••o perform the work contained herein. ? e • 1 The work attached to this cover page has been conducted une pra f miter c the exemption in Code of Virginia Section 54.1-402.1 I recommend that a(select one): construction permit❑ certification letter subdivision approval 0 be(select one)issued IN denied❑. OSE/PE Signature `2- - Date /0/%3 0 Pale Z Soil Profile Parcel A A Division of Tax Map 70-29A Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 1 0-3 A Reddish brown(2.5YR 5/4) clay loam 3 3-12 Bt Red(10R 5/8) silty clay loam 3 12-84 CB Brownish yellow(10YR 6/8) silt loam,red(10YR 5/8) 3 silty clay loam 2 0-2 A Reddish brown(2.5YR 5/4) clay loam 3 2-10 Bt Red(10R 5/8) silty clay loam 3 10-24 BC Yellowish red(5YR 5/8)clay loam 3 24-84 C Brownish yellow(10YR 6/8) clay loam 3 3 0-3 A Reddish brown(2.5YR 5/4) clay loam 3 3-13 Bt Red(10R 5/8) silty clay loam 3 13-37 Cl Yellowish brown(10YR 5/6) clay loam 3 37-84 C2 Very pale brown (10YR 8/3) silt loam 3 4 0-3 A Reddish brown(2.5YR 5/4)clay loam 3 3-17 Bt Red(10R 5/8) silty clay loam 3 17-58 Cl Yellowish brown(10YR 5/6) clay loam 3 58-84 C2 Light olive brown(2.5Y 5/6)clay loam 3 5 0-4 A Reddish brown(2.5YR 5/4) clay loam 3 4-48 Bt Red(10R 5/8) silty clay loam 3 48-84 BC Strong brown(7.5YR 5/6) clay loam 3 6 0-4 A Reddish brown(2.5YR 5/4) clay loam 3 4-35 Bt Red(2.5YR 5/8) silty clay loam 3 35-84 C Brownish yellow(10YR 6/8) clay loam 3 • Nur* `■'' Page 3 of '1 Appendix 2 Soil Summary Report GENERAL INFORMATION Date 10/8/13 Submitted to Albemarle County Health Department Applicant Rose Hill, LLC Telephone Number Address P.O. Box 115 Greenwood Virginia 22943 Owner Same Address Same Location Ortman Road between Rt 250 and Plank Road Tax Map 70-29A Subdivision Block/Section Lot A SOIL INFORMATION SUMMARY 1. Position in landscape satisfactory? 5-"( Yes 1 No Describe side slope 2. Slope 18 % 3. Depth to rock or impervious strata: Max. Min. None 4. Depth to seasonal water table (gray mottling or gray color) IR No I— Yes inches 5. Free water present IX No I— Yes range in inches 6. Soil percolation rate estimated IR Yes Texture group I II III IV ✓ No Estimated rate 55 min/inch 7. Permeability test performed f Yes • No If yes, note type of test performed and attach • Site Approved: Drainfield to be placed at 60" depth at site designated on permit. E Site Disapproved: Reasons for rejection: 1. I" Position in landscape subject to flooding or periodic saturation. 2. E Insufficient depth of suitable soil over hard rock. 3. f Insufficient depth of suitable soil to seansonal water table. 4. E Rates of absorption too slow. 5. r Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. f Proposed system too close to well. 7. I— Other Specify (attach additional pages if necessary) ti 'grove ' a54_ / of CJ Nest 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 'imary and reserve area, 0 only the primary area, ❑ only the reserve area(check one)for Parcel A—A Division of TM 70-29A(Property ID). Design Basis Total length of available area: 140' Total width of available area: 120' Estimated Pere. Rate: 55 at 60" in.(depth) Number of bedrooms(or GPD): 3 2 Conveyance Method : Pump Distribution method (specify): Pump 3c Dispersal system basis Table 5.4 LGMI required? No (Yes/No) Effluent quality required: Primary (Primary, Secondary,Advanced Secondary) Square feet per bedroom: _412 Total trench bottom area required: 2472 Area Calculations Number of trenches 14 Length of trenches: 65' Width of trenches: 3' Center to center spacing: 9' Reserve required? Yes Percent reserve area required: 100 Total width of absorption area required 117' Total trench bottom area provided: 2730 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 f` P Nano' vase' -\ - 4 `\ (1, f ,,,... -2*- ci3, 0) el) D 4/ V. 4/ v. CO • - •.- 4t) CO (1/ Fi (11 2 T. M. 70-29A Cu LL. CU ROSE HILL L. L. C. \ 0 CU LU ,--t D.8. 1561-244 L4256-116 THRU 118 PLAT . _D- RESIDUE= 410.36 ACRES IRON LU 0 LULU SET "N< CU k z-cs' W 1/49 W in 1/4C2 (2 vo,, C; FLAG <1) 176 . ‘ 4 PROPOSED 6 f?' 5) SEPTIC . .0 t■ • ''‘ \"i DRAINFIELD '9::? 0. ‘ -J_1 AREA •0 FLAG° ‘k ‘\ \r?\ 0, A . ) • \‘, %tg. ‘ t ,AG ± ' 04 ItiZtil f■ \,li,\\ \g. 5 _K / REMNANTS .// /---- 7 G cp \ \ t OF OLD / --1---;--- FLAG \ \ \ \ ,,,,, FOUNDATIONS .-r, / -1';* / / 4 ., ,71;;,,,,,.„,,,,_\,t,,,)1 \t,‘,...\ \ 4:FL6AG /15 FLA41/ ‘ \ di • 13.)( / \ 0 rn C-5 IRON SET // 4/ ,/-• co,' / +(-) fi FRAME --\ \,../- \ •00, // IRON - . 4<, BLDG. V...---' SET ( 4 / CEMETERY---7/ -1- / // + PARCEL A / . / 5. 00 ACRES c11%/ / 7----- 0 GRAVEL <IN / S43 '13 31"W <\, // r,...i.„1,,,, .„,r, ,,ji-vir.„31 el,ieRIVEWAY ..,,...., PtL ,- /VC", th')I'dill ',:.,,fif 4 ss. 1/49 i: // A = 2 '56'25" 30. / / R =1584.84' L =81.33 , • o 7, / c T =40.68' 4- PLAT S46v;, 09 , 56"W / / ES 9:4` '`. / ! CB=S44 '41 '44"W '1/49 / /C,N •K / /4 / i'cv 0 co - / /r., cic"4"'' co . ,...,....., , ./.. 0'(' Profile , , I - ''■ ",1 '' ' I Hol / .! , ¶F an' VW MP / an Dwn - ld Si IRON , 1 ..=100 . / /' `'-c ,'( A Rural Division of TM 70-29A 200 300 // / / Albemarle County, Virginia Steve Gooch Consulting Geologist 703 Oliver Creek Road Troy_ Virginia 22974