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Home My WebLink AboutSUB201400107 Approval - Agencies fpm �, � �l 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 12,2014 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 85 Parcel 4I located in Albemarle County,Virginia. Dear Mr.Newberry: On September 10,2014,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 Loth; 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. Sincerely, Josh Kirtley Environmental Health Technical Consultant Thomas Jefferson Health District OF A yin COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road,Room 227 Charlottesville,Virginia 22902-4596 Phone(434)296-5832 Fax(434)972-4126 RECEIVED Date: 9/10/2014 Environmental Health Services SEP 12 2014 0Sh rim A 6a Regarding: Project Name: SUB 2014-00107 Marshall—BLA Date Submitted: 9/8/14 Dear Ms. Batten: The County of Albemarle has received application to develop/subdivide Tax Map 85 Parcel 4I. 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, ,4. . Y\siA,A7r. J.T.Newberry, Planner County of Albemarle Department of Community Development Division of Zoning and Current Development 401 McIntire Road Charlottesville, VA 22902 i newberry(&,albemarle.o rg (434)296-5832, ext 3270 Afton Soil Consulting @ 1,( MI kid_222 Sycamore Lane Afton, Virginia 22920-2425 (540)456-6087 September 4, 2014 Willie Marshall 1972 Craigs Store Rd. Afton, VA 22920 Re: Drainfield Submittals for Tax Map 84-4I Albemarle County, VA Dear Willie, Afton Soil Consulting is pleased to have provided soil consulting services for you. Please find enclosed the original report,plus two copies, delineating the new drainfield reserve area. Please sign the bottom of Page 2 of the original and the two copies. Then submit all 3 reports to the Department of Community Development, which will then forward them to the Health Department with a request to review them. I appreciate the opportunity to have been of service to you. If you have any questions, please do not hesitate to contact me. Sincerely,/f4 William J. (Jeff)Loth, IV Afton Soil Consulting • Page 1 of 5 Afton Soil Consulting William J. Loth, IV,AOSE#1940001316 222 Sycamore Lane Afton,Virginia 22920-2425 (540)471-6589 AOSE/PE Report for Subdivision Review Location of Property: Lot Section ,Subdivision ,Albemarle County GPIN or Tax Map#85-4 I Latitude/Longitude Applicant or Client and address: Prepared by: William Marshall William J. Loth,IV,AOSE#1940001316 1972 Craigs Store Rd. Afton Soil Consulting Afton,VA 22920 222 Sycamore Lane Afton,Virginia 22920-2425 (434)953 -8008 (540)471-6589 Date of Report: September 4,2014 Health Department ID.No.: Revision Date: Contents/Index of this Report Cover Page Plat Application Soil Summary Report Soil Descriptions Abbreviated Design 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 .0�ealth p,7/sir Private Well Regulations (12 VAC5-615), and other applicable o4.•• . policies of the Virginia Department of Health. Furthermore, I s certify that my evaluation and/or design contained herein '4 • •• �g/f complies with all applicable laws, regulations, and policies _ U. � N implemented by the Virginia Department of Health. These o • • me° plans are submitted under the engineering exemption provided = • 9" aniy • by 54-1-410B and 32.1-16411 of the Code of Virginia. :a�.` s:. ••...••j\ I recommend a subdivision be approved. ��"0� , #�!`��`� Page 2 of 5 VDH Use Only Commonwealth of Virginia Health Department ID# Application for: ® Sewage System❑Water Supply Due Date: Owner: Davis,Glenn M.or Rebecca A. Phone: ( ) - Mailing Address: 1974 Craigs Store Rd. Phone: ( ) - Afton,VA 22920 Fax: ( ) - Agent: William Marshall Phone: (434)953-8008 Mailing Address: 1972 Craigs Store Rd. Phone: ( ) - Afton,VA 22920 Fax: ( ) - Site Address: Email: Directions to Property: West of Rt.635, 1.4 mile north of Rt.691 p rty: Subdivision: Section: Block: Lot: Tax Map: 85-41 Other Property Dimension/Acreage 5.525 Identification: of Property: 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 and to apply for a construction permit(valid for 18 months)only when ready to build. For New Construction: ❑ Certification Letter ❑ Construction Permit ® Subdivision Review --- — ------------ ----- --- ------------ ------ -- For Existing Construction: ❑ Repair ❑ Modification ❑ Expansion ❑ Replacement Proposed Use: 0 Single Family Home(Number of Bedrooms 3) ❑ Multi-Family Dwelling(Total Number of Bedrooms j ❑ Other(describe) Will there be a basement: ❑ Yes ® No If yes,will there be fixtures in the Basement? 0 Yes ❑ No Are any conditions proposed on this construction permit? ❑_Yes No If yes,please check or describe all proposed Conditions that apply: ❑ Reduced Water Flow ❑ Limited Occupancy ❑ Intermittent or seasonal use ❑ Temporary use not to exceed 1 year ❑ Other(describe) Water Supply Will the water supply be❑ Public or®Private Is the Water supply®Existing or❑ Proposed If proposed,is this a replacement well? ❑ Yes ❑ No Will the old well be abandoned❑ Yes ❑ No Have any buildings within 100'of the proposed well been termite treated?❑ Yes ® No All Applicants Is this an AOSE/PE application?®Yes ❑ 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. Signature of Owner/Agent 416 ro f) L "" Dae " / Li Page 3 of 5 Soil Summary Report General Information Date:8/19/14 Submitted to Albemarle County Health Department Applicant: William Marshall Telephone: (434)953-8008 Address: 1972 Craigs Store Rd.,Afton, VA 22920 Owner: Davis,Glenn M. or Rebecca A. Address: 1974 Craigs Store Rd.,Afton, VA 22920 Location: West of Rt. 635, 1.4 mile north of Rt.693 Tax Map: 85-41 Subdivision: Block/Section: Lot: Soil Information Summary 1. Position in landscape satisfactory? Yes No ❑ Describe: sideslope ridge 2, Slope 19% 3. Depth to Rock or impervious strata: Max. in. Min. 72+ in. 4. Depth to seasonal water table(gray mottling or gray color): No Yes ❑ Inches 5. Free water present: No ® Yes ❑ range in inches - Yes ►4 Texture Group 1 ❑ II ❑ Ill ® IV ❑ 6. Soil percolation rate estimated? No ❑ Estimated rate 60 min/inch 7.Permeability test performed Yes ❑ No i4 If yes,note type of test performed and attach j ® Site Approved Drainfield to be placed at 48" depth at site designated on plat ❑ Site Disapproved Reason for Rejection 1. ❑ Position in landscape subject to flooding or periodic saturation i 2. ❑ Insufficient depth of suitable soil over hard rock 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. ❑ Other Specify Page 4 of 5 Tax Map 85-41,Albemarle County Soil Profile 1 Hole I Hzn Depth Material Description f Txt Crpi — 1 Bt A b s e n t 2.5 416 red Silt Cla Loam,weak SBK — — —_ — -C — — i i -t _Yt — y — __ - - — — — 3 _ .. BtC 6-40 2.5yr5/8 red Silty Clay Loam, weak SBK,with common soft schist saprolite(7.5yr6/8 3 reddish yellow, I 0yr8/1 white Silt Loam),and few quartz and very highly weathered schist fragments Ct 40-72 Soft schist saprolite(7.5yr6/8 reddish yellow, 10yr8/1 white Silt Loam),and few quartz j 3 _ _i_ 1.— and verb highlyweathered schist fragments I — j 2 A ' Absent Bt 0-10 ! 2. r4/6 red Silty Clay Loam,weak SBK 1 3 BtC 10-40 2.5yr5/8 red Silty Clay Loam,weak SBK,with common soft schist saprolite(7.5yr6/8 ' 3 reddish yellow, 10yr8/1 white Silt Loam j CB C 40-64 Soft schist saprolite(7.5yr6/8 reddish yellow, 10yr8/1 white Silt Loam)with 5yr5/6 I 3 !- ; yellowish red Silty Clay Loam --_ C 64-72 , Soft 7.5yr6/8 reddishyellow Silt Loam saprolite 3 ■1 3 1 A Absent ; I 1 Btl [ 0-7 C 2 yr4/6 red Silty Clay Loam,weak SBK i 3 Bt2 7-35 2.5E5/8 red Silty Clay Loam,weak SBK , C 35-72 Soft 7.5yr6/8 reddishyellow Silt Loam s prolite 3 -- ---------- --- A 0-1 10 3/3 dark brown Loam — — LBt2 ..� weak — ---- Btl 1-8 red Silty Clay Loam,weak SBK 3 ' 8-24 2.5yr5/8 red Silty Clay Loam, weak SBK 1 3-- j r BtC 24-60 2.5yr5/8 red Silty Clay Loam,weak SBK,with common soft schist saprolite(7.5yr6/8 1 3 i reddish yellow, 10yr8/1 white Silt Loam),and few quartz and very highly weathered schist fragments C 60-72 i Soft 10 r5/8 ellowish brown and 7.5-6/8 reddish yellow Silt Loam saprolite 3 l y Y - - -- ---�? -- Y sa p Design Basis A. Estimated Percolation Rate 60(d 48 in. B. Trench bottom square feet 452(or 339 via GMP 135.A) Required per bedroom C. Number of bedrooms 3 Area Calculations A. Length of trench(ft.) 57 B Length of available area(ft.) 57+ (on contour) C. Width of trench(ft.) 3 D. Number of trenches 6 E. Center-to-center spacing(ft.) 10 F. Width required(ft.) 53 G. Width of available area(ft.) 62+ H. Total square footage required 1356(or 1017 via GMP I35.A) 1. Square footage in design 1026(GMP 135.A must be used for permitting and installation) J. Is a reserve area required? Yes,this is a 100%Reserve Area N , Notes: • s 73°3p'32.w I 1. This exhibit is based on a current field survey. .��"""�` 2. This exhibit is based on an arbitrary vertical datum. �� 3. DF COR= Drainfield Corner 186.07' , :l I' uj New Line TB =Test Bore • /ftV b b co CA � N 0 60' NM NM = I • N W co all W m z W W TMP 85-4I • a x d YA rn Existing 0' Well co ,0,011 n9 iw -- -tie d --t TB \ OTa�- DF COR 204.3 05 DF COR car 204.TB f t 204.5 203.3 Zoo Proposed 0 °_ Reserve • ,\95 Drainfield • DF COR DF COR TB 192.5 B 192.0 192.0 192.9 N 45°24'35"W 81.48' • z 0 w °o_ • 25$,A6, ROA" PLT H pF L. s 45'Sa,12'`N LOS SAO .4* /�G� Cam' • • U David Q. Linke Lic. No. 2576, ! 8-2a-4 QQ- EXHIBIT SHOWING RESERVE DRAINFIELD FOR 9tiI S U R" TAX MAP 85,PARCEL 41 SAMUEL MILLER DISTRICT ALBEMARLE COUNTY,VIRGINIA 311It Virginia Landcraft, LLC SHEET 1 OF 1 Surveying&Mapping SCALE: 1" =80' P.O. Box 148 DATE: AUGUST 26, 2014 North Garden, Virginia 22959 14-011 (434) 293-2583 Traverse PC