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HomeMy WebLinkAboutSUB201300089 Approval - Agencies 2013-06-25 Noire r � f ' ■T 14 : i1,4 .■ 4,, i 1 yed Iv 8 COMM(01 NWEALLTH 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 August 8,2013 J.T.Newberry 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 34 Parcel 74B located in Albemarle County,Virginia. Dear Mr.Newberry: On June 25,2013,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: Thomas Hogge; Onsite Soil Evaluator Number 1940001091. 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, 754 /14. --- Josh Kirtley Environmental Health Technical Consultant Thomas Jefferson Health District • __ UE RIDGE / SOIL CONSULTING, INC. Page / of `tom AU 1 HORILED ONSITE SOIL EVALUATORS(AOSEs) OSE/PE Report for: PO Box 418 Ruckersville.VA 22968 (434)985-2780 Construction Permit n Certification Letter n Subdivision Approval n Property Location: 911 Address: City: Lot Section Subdivision GPIN or Tax Map# 34-74B, Lot A Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Glenn A. Hall Street: 4399 Braxton Rd. City:Barboursville State VA Zip Code 22923 Prepared by: OSE Name Tom Hogge License# 1940-001091 Address PO Box 418 City Ruckersville, VA 22968 State VA Zip Code 22968 PE Name: License# Address City State Zip Code Date of Report January 22,2013 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.) 1-Cover 5,6-Abbreviated Design 2-Client/Soil Summary 3-Soil Profile Descriptions 4-Site Sketch/Survey Plat 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. I• I The work attached to this cover page has been conducted under an e.•motion to the practice of engineering,specifically the exemption in Code of Virginia Section 54.1-402.11 I recommend that a(select one): construction permit certificati.• I er , u„. o ap . be(select one)issued 0 dente, . OSE/PE Signatures �1! '_� late , ---or sv,- ar■ BLUE RIDGE SOIL CONSULTING, INC. Pageo?of� Soil and Water Professionals Serving Central Virginia P.O.Box 418 • Ruckersville,VA 22968 • Phone:(434) 985-2780• Fax:(434) 990-8367 www.blueridgesoil.com Soil Evaluation Report Proposed Division of Tax Map 34-74B Albemarle County,VA Owner: Glenn A.Hall Phone: Mailing Address: 4399 Braxton Rd. Phone: Barboursville,VA 22923 Fax: Agent: Tiffany Taylor _ Phone: _ (434)978—4141 Mailing Address: 3553 Sacre Meadow Ln. Phone: Charlottesville,VA 22911 Fax: Site Address: Email: _ Directions to Property: Southeast side of Braxton Road,at 4399 Braxton. Subdivision: I Section: - I Block: I - I Lot: A Tax Map: 34-74B Other Property - Dimension/Acreage 2.044 Acres Identification: of Property: Soil Information Summary 1. Position in landscape satisfactory? Yes ® No ❑ Describe: Sideslope 2. Slope 22% 3. Depth to Rock or impervious strata: Max. 60"+ Min. 60"+ 4. Depth to seasonal water table(gray mottling or gray color): No ® Yes ❑ Inches 5. Free water present: No ® Yes ❑ range in inches 6. Soil percolation rate estimated? Yes® Texture Group I ❑ II❑ III® IV ❑ No ❑ Estimated rate 55 min/inch at site designated on site sketch 7.Permeability test performed Yes ❑ No If yes,note type of test performed and attach Atireved Page5of Soil Profile Descriptions Tax Map# 34-74B Albemarle County, VA Auger Depth Horizon Material Description Soil Boring (in) Texture Group 1 0-5 A 10 YR 6/4 light yellowish brown silt loam 3 5-30 BCt 7.5 YR 6/6 reddish yellow silty clay loam to silt loam with 3 few subround gravel 30-42 2Bt 2.5 YR 6/8 light red silty clay loam 3 42-60 2BCt 5 YR 5/8 yellowish red, light, friable silt loam, saprolitic, 3 with mottles of 7.5 YR 7/6 reddish yellow 2 0-4 A 10 YR 4/3 brown loam 2 4-23 BCt 5 YR 4/6 yellowish red, very light silty clay loam 3 23-60 C 7.5 YR 6/6 reddish yellow, friable silt loam schist saprolite 3 3 0-4 A 7.5 YR 4/4 brown loam 2 4-48 Bt 7.5 YR 6/8 reddish yellow silt loam with one subround 3 quartz pebble at bottom; very light and friable 48-60 2Ct 7.5 YR 5/8 strong brown, friable silt loam schist saprolite, 3 with mottles of 10 YR 8/6 yellow Page cl of 6 SITE SKETCH SHOWING PROPOSED PRIMARY AND RESERVE SEPTIC, TAX MAP # 34-74B, LOT A ALBEMARLE COUNTY, VA, SCALE: 1 " = 100' ��•` �,TH Op ,'1,�� TO 1G EX.DR.WELL, .� ,•' .6 aPPROx. TMP 03400-00-00-074D0 • , ltj, o DONNA B.EVANS 1 w •`J "., ',� " IS DB 3539,PG 134 ' a : w . ' l,o 25.0'`' PROPOSED w •' 9,.��1.0%71 PRIMARY& ` 0.: GNC S:zT)-074C0 I , 07 1S M in O a?2� 73 528 APPROX. ,co.' 4k • / , V' 41, ID A- CtiSS / ! __ PG 1I . 25.0 4 G.=$ LOT A IF B_ OPT 1 3' ilit4k,, o, A PORTION OF 3�0 9 • I `Pd iTSF TMP 03400-00-00-074B0 35.1 0 ■ i�¢O `-% \5j e�, F 2.044 ACRES <,, a,ev ..--t 4 7'(S.. DRIVEWA '`Ptt ���PG MP C •. e,G ' �� �A� ��u�,� �'� •3C `'� IF JEI \ p� 35.0 4.`S-$ �, ET WE DR. �� /�1:1,1,4.ff, DB ti)47 0 SAT,.. 25.0' ' 'Z ' #* r4 ''IS � RESIDUE OF XISTING A P 03400-00-00-074B0 GARAGE GLENN HALL EXISTING 1'''yl DB 773,PG 517 HOUSE 60 3.949 ACRES CNC '0. GALLUP RIDGE Q' ,,.'`14 PRESCRIPTIVE EASEMENT J 1�. ,- �6NIP' 00505 DB 638,PG 450 r S c 6 T)R C,'1R PC,dR; C al ilk LEGEND iv rai t 1,„„, -... , , ,,,iiiiliwi © Auger Boring : 3C Proposed Well Spot SOIL CONSULTING, INC. iiii Tim , • Drainfield/Reserve Corner Stake AUTHORIZED ONSITE SOIL EVALUATORS (AOSEs) \ P0.Box 418 Ruckersville,VA 22968 (434)985-2780 °o.rr Page5f Abbreviated Design Form Tax Map # 34-74B, Lot A PRIMARY DRAINFIELD Design Basis A. Estimated Percolation Rate 55 @ 36" (minutes per inch) B. Trench bottom square feet 412 Required per bedroom (from Table 5.4) based on (X) Gravity LPD other C. Number of bedrooms 3 Area Calculations D. Length of trench(ft.) 70 E. Length of available area(ft.) 73-84 F. Width of trench(ft.) 3 G. Number of trenches 6 H. Center-to-center spacing (ft.) 10 I. Width required(ft.) 83 (Including reserve) J. Width of available area(ft.) 97-160 K. Total square footage required 1236 L. Square Footage in design 1260 M. Is a reserve area required? Yes (see next page) Pageeof Abbreviated Design Form Tax Map# 34-74B, Lot A RESERVE DRAINFIELD ADVANCED SECONDARY EFFLUENT TO TRENCHES Design Basis A. Estimated Percolation Rate 55 @ 36" (minutes per inch) B. Trench bottom square feet 185.2 Required per bedroom Based on Advanced Secondary Effluent To Trenches, per GMP 147 C. Number of bedrooms 3 Area Calculations D. Length of trench (ft.) 70 E. Length of available area(ft.) 73-84 F. Width of trench(ft.) 3 G. Number of trenches 3 H. Center-to-center spacing (ft.) 10 I. Width required(ft.) 83 (Including primary) J. Width of available area(ft.) 97-160 K. Total square footage required 556 L. Square Footage in design 630 NOTE: ALTERNATIVE DESIGN IS BASED ON LIMITED AREA WITHIN THE DESIGNATED FOOTPRINT. THERE SHOULD BE ADEQUATE ROOM UP ABOVE THE FOOTPRINT TO GET THE ADDITIONAL SQUARE FOTAGE NEEDED FOR A CONVENTIONAL SYSTEM.