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Home My WebLink AboutSUB201500076 Approval - Agencies 2015-06-16 'NY/ e 1 1,"41 .lG �;�I ry� uu it tirUU u i_�,J F , uu�v 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 June 16,2015 J.T.Newberry,Planner County of Albemarle 401 McIntire Road Charlottesville,VA 22902 RE: Review of Proposed Subdivision Plat as part of Tax Map 86, Parcel 10 located in Albemarle County,Virginia. Dear Mr.Newberry: On June 1, May 22,2015,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: William J. Loth IV; Onsite Soil Evaluator Number 1940001316. 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. Sinc ly en1Vtac,-' Environal Health Specialist, Sr. Onsite Sew and Water Programs oo A New ‘Ailflkiry r-7/ sees: //��c K 14 L' IRGINZe JV J\1 COUNTY OF ALBEMARLE Department of Community Development Re i i e 401 McIntire Road,Room 227 Charlottesville,Virginia 22902-4596 Phone(434)296-5832 Fax(434)972-4126 Date: 5/22/2015 Teresa Batten Virginia Department of Health 1138 Rose Hill Drive Charlottesville,VA 22906 Regarding: Project Name: SUB201500076 Oppenheimer—Family Division Date Submitted: 4/24/15 Dear Ms. Batten: The County of Albemarle has received application to develop/subdivide Tax Map 85 Parcel 66. 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. Please contact me if you have any questions or comments. Sincerely, J.T.Newberry, Planner County of Albemarle Department of Community Development Division of Zoning and Current Development 401 McIntire Road Charlottesville,VA 22902 inewberry@albemarle.org (434)296-5832, ext 3270 phone Page 1 of 7 Afton Soil Consulting :r• William J. Loth, 1V, AOSE#1940001316 222 Sycamore Lane Afton,Virginia 22920-2425 (540) 471-6589 AOSE/PE Report for Subdivision Review Location of Property: Lot Residue Section ,Subdivision ,Albemarle County GPIN or Tax Map#86-10 Latitude/Longitude Applicant or Client and address: Prepared by: James E. Hughes William J.Loth, IV,AOSE#1940001316 6130 Plank Road Afton Soil Consulting Afton,VA 22920 222 Sycamore Lane Afton,Virginia 22920-2425 t ) - (540)471-6589 Date of Report: April 23,2015 Health Department ID. No.: Revision Date: Contents/Index of this Report Cover Page Plat Application Soil Summary Report Soil Profile Descriptions with Design Basis& Calculations Plat with Soil Borin.and Pro sosed Well Locations 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 ,:` ,1e1 , G ' Regulations (12 VAC5-615), and other applicable policies of the Virginia Department of Health. Furthermore, I certify that my 4Ie1 evaluation and/or design contained herein complies with all = 0 :►tt. applicable laws, regulations, and policies implemented by the - L.? W' • 1, . ith �' = Virginia Department of Health. y eeys— b, 1 recommend a Subdivision be approved. ° \Q '/.1OSE * ��`� ''fin 11Ii %t" Page 2 of 7 VDH Use Only Commonwealth of Virginia Health Department ID# Application for: ® Sewage System® Water Supply Due Date: Owner: James E. Hughes Phone: ( ) - Mailing Address: 6130 Plank Road Phone: ( ) - Afton, VA 22920 Fax: ( ) - A:ent: Terra Engineering and Land Solutions, PC Phone: (540)337-4591 Mailing Address: 2374 Stuarts Draft Highway Phone: ( ) _ Stuarts Draft, VA 24477 Fax: ) - Site Address: 6133 Plank Road _ Afton,VA 22920 Email: { Directions to Property: South of Rt,692,0.8 mile east of Rt.693 Subdivision: Section: ! Block: Lot: Residue Tax Ma.: 86-10 Other Property Identification: r J Dimension/Acreage of Pro e 3.003 �---- --- — --- Sewage System - ---- ---- -- ---, Type of Approval:Applicants for new construction are advised to apply for a certification letter to determine if land is suitable for a sewage system - -- - PP y permit(vali o1 months)only when ready to build. For New Construction: ❑ Certification Letter M❑ Construction Permit Ell Subdivision divisi on Re v i e w For Existing Construction: ❑ Re air ❑ Modification xp a Expansion � Replacement I - Proposed Use: ® Single Family Home(Number of Bedrooms 3) - ❑ Multi-Family Dwelling(Total Number of Bedrooms_) ❑ Other(describe) Will there be a basement: El Yes ❑ No ', If yes,will there be fixtures in the Basement? ® Yes El No Are conditions proposed on ion permit Ye yes.please ease heck or describe all proposed ndttio ns t hat apply: Reduced Water Flow Limited Occup ancy ❑ Intermittent or seas onal use ❑ Titi Temporary use not to exceed 1 year 0 (describe) Will the water supply be El Public or®Private r Supply ❑ Existing ® - p Wate Is the,Water supply Exrstin or Proposed If proposed,is this a replacement well? ❑ Yes ® No Will the old well be abandoned❑ Yes ❑ No Have or will any buildings within 50'of the proposed well been/be termite treated?❑ Yes ® No All A pplicants Is this an AOSE/PF,application?® Yes El No If yes,is the AOSE/PE package attached? ® Yes ❑ No In order for VDH to process your application you must attach a site sketch and plat of the property.The site sketch should show your property lines,actual and/or proposed buildings and the desired location of your well and/or sewage system.When the site evaluation is conducted 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. ISignature of Owner/Agent �� Date 1 21 2.015 Page 3 of 7 Soil Summary Report General Information Date:1/5/15 Submitted to Albemarle County Health Department Applicant: James E.Hughes Telephone: ( ) Address: 6130 Plank Road,Afton, VA 22920 Owner: same Address: same Location: South of Rt. 692,0.8 mile east of Rt.693 Tax Map: 86-10 Subdivision: Block/Section: Lot: Residue Soil Information Summary 1. Position in landscape satisfactory? Yes ® No ❑ Describe: sideslope 2. Slope 17% 3. Depth to Rock or impervious strata: Max. in. Min. 60+in. 4. Depth to seasonal water table(gray mottling or gray color): No 11 Yes ❑ Inches 5. Free water present: No // Yes ❑ range in inches - Yes® Texture Group I ❑ II ❑ III ® IV ❑ 6. Soil percolation rate estimated? No ❑ I Estimated rate 65 min/inch 7.Permeability test performed Yes ❑ No If yes,note type of test performed and attach Drainfield to be placed at 36"depth at site designated on plat. Reserve drainfield is to be placed at 5"depth at site designated on plat and utilizing pretreatment approvable by VDH capable of providing TL-3 to the ® Site Approved dripfield in accordance with 12 VAC 5-613,and drip dispersal. Drip dispersal design and installation shall adhere to the requirements of 12 VAC 5-613 and GMP#135.A. Reserve sewage system design must comply with GMP#156. ❑ Site Disapproved j Reason for Rejection 1.2. nds p subject flooding- periodic ❑ Insufficientldepth of sui able soil ovver hard rock saturation 3. ❑ Insufficient depth of suitable soil to seasonal water table ----- ------ --- ------4. ❑ Rates of absorption too slow. 5. ❑ Insufficient area of acceptable soil for required drainfield,and or reserve area 6. ❑ Proposed system too close to well 7_ Specify �❑ Other S eci — ---- -------- --- --- No., Niiiie Page 4 of 7 Tax Map 86-10 Albemarle County Soil Profile Descriptions Hole T Horizon Depth(in) Material Description(Mapped as Cullen Loam) Soil Texture Group 1 Ap 0-2 10yr3/3 dark brown Sandy Clay Loam 2 Bt 2-13 7.5yr4/6 strong brown Sandy Clay Loam,granular,with many fine mica 2 — — flakes — — — BC 13-38 7.5yr4/6 strong brown Sandy Clay Loam,granular,with many fine mica 2 flakes and 7.5yr6/8 reddish yellwo, 10yr2/1 black soft Sandy Loam sterol ite J C 38-60 Soft 7.5yr6/8 reddish yellwo, 10yr2/1 black soft Sandy Loam saprolite 2 2 Ap 0-3 —; 10yr3/3 dark brown Sandy Clay Loam 2 I Btl 3-20 7.5 4/4 brown Clay Loam,weak fine SBK,with many fine mica flakes 3 Bt2 20-39 5 r4/6 yellowish red Clay Loam,granular,with many fine mica flakes 3 C 39-60 Soft 10yr5/6 yellowish brown, 10yr8/1 black Silt Loam saprolite 3 3 Ap i 0-3 10yr3/3 dark brown Sandy Clay Loam Btl 3-31 7.5 r4/4 brown Clay Loam,weak fine SBK,with many fine mica flakes 3 Bt2 31-46 5yr4/6 yellowish red Clay Loam,granular,with many fine mica flakes 3 C 46-60 Soft 10yr5/6 yellowish brown, 10yr8/1 black Silt Loam saprolite 3 4 A. 0-4 10E3/3 dark brown Sandy Clay Loam 2 BtC 4-60 2.5yr4/8 red Clay Loam,weak fine SBK,with many fine mica flakes and 3 common 10yr4/4 darkyellowish brown micaceous Silt Loam saprolite 5 [ Ap 0-7 10yr3/3 dark brown Sandy Clay Loam BtC 7-60 2.5yr4/8 red Clay Loam, weak fine SBK, with many fine mica flakes and common 10yr4/4 dark yellowish brown micaceous Silt Loam saprolite , Note:Chroma<2 colors listed above are mineral in nature and not indicative of redoximorphic conditions. Design Basis A. Estimated Percolation Rate 65 d;36 in. B. Trench bottom square feet required per bedroom 496 C. Number of bedrooms 3 Area Calculations A. Length of trench(ft.) 85 B Length of available area(ft.) 85 C. Width of trench(ft.) 3 D. Number of trenches 6 E. Center-to-center spacing(ft.) 9 F. Width required(ft.) 48 G. Width of available area(ft.) 48+ H. Total square footage required 1488 I. Square footage in design 1530 J. Is a reserve area required? Yes, a 100%Reserve Area is included,see following page Page 5 of 7 Tax Map 86-10 Albemarle County Design Basis for Reserve Drainfield Drip Dispersal A. Estimated Percolation Rate 65(a;5 in. B. Effluent loading rate from Table 1 of 12 VAC 5-613 I gpd/sf C. Number of bedrooms 4 D.Gallons per day(Number of bedrooms X 150 gpd/bedroom) 600 Area Calculations for Drip Dispersal Reserve Drainfield A. Length of run(ft.) 50 13 Length of available area(ft.) 50+ C. Width of available area(ft.) 60+ D. Total footprint required for drip dispersal(600gpd/1 gpd/sf X 3 ),as per 12 VAC 5-613) 1800 E. Square footage provided 3000+ F. Is a Reserve Area required? Yes,this is a 100%Reserve Area N `9 b °z. I I ■1 �ao, o ,le 6of7 �o aJ� J4 \ _ $JS R\27 ° vri LL U�/- a E 692 C'13. '' _ �/ - _ ROUT 3331.. w A, ST ATE \ H N .o'r,\I \ -•5\,,, -t § 74? t't ---------- / -A*1 ___ --- , \ed s9*---:;:21" cc W t= y - n la LL O \ \s\ \ 1\tc I /- \\_ Ny$a O Nm W y "m N sr / / 71- 8-. 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