Loading...
HomeMy WebLinkAboutSUB201600218 Approval - Agencies Family Division Plat 2017-04-06 fo'�dw1- O d` �a��g,Ie$. v, r ) D4E:i r pp �1 d‘ 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(LOVINGTON) Fax (434)972-4310 Charlottesville,Virginia 22906 April 6,2017 J.T.Newberry County of Albemarle Department of Community 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 115-22G1 located in Albemarle County, Virginia. Dear Mr.Newberry: On April 5,2017,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: Steve 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, ,„,j...L. j AL. Travis T.Davis,OSE Environmental Health Specialist, Sr. oA COUNTY OF ALBEMARLE LJf E D Department of Community Development 401 McIntire Road,Room 227 Charlottesville,Virginia 22902-4596 Phone(434)296-5832 Fax(434)972-4126 Date: 4/5/17 Teresa Batten Virginia Department of Health 1138 Rose Hill Drive Charlottesville, VA 22906 Regarding: Project Name: SUB201600218 TMP 115-22G1 —Family Division Date Submitted: 4/4/17 Dear Ms. Batten: The County of Albemarle has received application to develop/subdivide Tax Map 115 Parcel 22G1. 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. Thanks, ,A ALw-LAA.6. J.T. Newberry, Senior Planner County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 jnewberry@albemarle.org (434)296-5832, ext. 3270 Steve Gooch STEVE GOOCH spgooch.geologist@gmail.com C.P.G./O.S.E CONSULTING GEOLOGIST, INC. Phone: 434-531-0487 703 Oliver Creek Rd. Troy, Virginia 22974 April 1, 2015 Mr. J.T. Newberry County Of Albemarle Dept. Of Planning and Community Development 401 McIntire Rd Room 227 Charlottesville, VA 22902-4579 Re: Soils Report for Reserve Drain Field Site Parcel X A Family Division of Tax Map 115 Parcel 22G1 Albemarle County SUB 201600288 Dear Mr. Newberry: Enclosed are three (3) copies of the soils work associated with the proposed drain field site for the above-referenced property. We request that you forward two (2) copies to Travis Davis at the Charlottesville-Albemarle Health Department for their review. Also enclosed is the application for subdivision review form. If you have any questions,please do not hesitate to call. Sincerely, Steve Gooch, Consulting Geologist, Inc. Steve Gooch Encl. Commonwea1tCommonwealtsri 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 Adrian Todd or Lelia Ann Gibson Phone Mailing Address 2069 Rustic Acres Lane Phone Scottsville,VA 24590 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 Woodridge take Rolling Road south,left on Rustic Acres Lane to 2079 Rustic Acres Lane on right Name of Proposed Subdivision Tax Map 155-22G1 Other Property Identification Dimension/Acreage of Property 7.98 Ac. Number of lots proposed 2 Proposed water source(note:new or existing,public or individual) existing,individual General size of lots 2.008 Ac. and 5.972 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 department 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. 42-hek-e_ � fi� 3/3///7 Signature of Owner/Agent Date Commonwealth of VirginiaHealth DepartmentID!#e�y 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 He alth 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 Form F Revised 7/02/09 • Soils Study for Reserve Drain Field Site Parcel X A Family Division of Tax Map 115-22G1 Albemarle County SUB 201600288 Prepared for: Adrian Gibson 2069 Rustic Lane Scottsville,VA 24590 Prepared by: Steve Gooch Consulting Geologist,Inc. 703 Oliver Creek Road Troy, Virginia 22974 March 30, 2017 `.r/ N'r.if, Page 1 of 5 OSE/PE Report for: Construction Permit I Certification Letter n Subdivision Approval C Property Location: 911 Address: 2079 Rustic Acres Lane City: Lot Parcel X Section Subdivision GPIN or Tax Map# 115-22G1 Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Adrian Gibson Street: 2069 Rustic Acres Lane City:Scottsville State VA Zip Code 24590 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy State VA Zip Code 22974 PE Name: License# Address City State Zip Code Date of Report 3/30/17 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 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,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. EiThe 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): nstruction permitf certification letter subdivision approval ✓� be(select one)issued denied U. OSE/PE Signature .th.e .-Q_ 0241, Date 3/30/f PGS Z cPF-4— Soil Profile Reserve Drain Field Parcel X A Family Division of Tax Map 115 Parcel 22G1 Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 1 0-3 Al Gray(10YR 5/1) sandy loam, friable 2 3-13 A2 Yellowish brown(10YR 5/4) clay loam, friable 3 13-48 Bt Yellowish red (5YR 5/8) silty clay loam, firm 3 48-84 C Pink(5YR 5/4) sandy loam, massive, friable, 10-20% 2 schist fragments 2 0-2 Al Gray(10YR 5/1) sandy loam, friable 2 2-9 A2 Light yellowish brown(2.5Y 6/4)clay loam, friable 3 9-24 Btl Strong brown(7.5YR 5/8) silty clay loam, firm 3 24-43 Bt2 Yellowish red(5YR 5/8) silty clay loam, firm 3 43-84 C Yellow(10YR 7/8) silt loam,massive,friable, 10%quartz 3 fragments 3 0-2 Al Gray(10YR 5/1) sandy loam, friable 2 2-12 A2 Reddish yellow(7.5YR 6/6)clay loam, friable 3 12-45 Bt Red(2.5YR 5/8) silty clay loam, firm 3 45-84 C Light red(2.5YR 6/8) sandy loam,massive, friable 2 4 0-2 Al Gray(10YR 5/1) sandy loam, friable 2 2-9 A2 Yellowish brown (10YR 5/4) clay loam, friable 3 9-46 Bt Red(2.5YR 5/8) silty clay loam, firm 3 46-84 C Very pale brown(10YR 8/3), light reddish brown 2 (5YR 6/4),yellowish brown(10YR 5/8) sandy loam, massive, friable, 25-30% schist fragments 5 0-2 Al Gray(10YR 5/1) sandy loam, friable 2 2-12 A2 Light yellowish brown(2.5Y 6/4) clay loam,friable 3 12-45 Bt Red(2.5YR 5/8) silty clay loam, firm 3 45-84 C Light red(2.5YR 6/8)yellowish red (5YR 5/8) sandy loam, 2 massive, friable Siwie �.r+' Page _a_ of 5 Appendix 2 Soil Summary Report GENERAL INFORMATION Date 3/25/17 Submitted to Albemarle County Health Department Applicant Adrian Todd Gibson Telephone Number Address 2069 Rustic Acres Lane Scottsville, VA 24590 Owner same Address same Location 2079 Rustic Acres Lane Tax Map 115-22G1 Subdivision Block/Section Lot Parcel X SOIL INFORMATION SUMMARY 1. Position in landscape satisfactory? J Yes 1 No Describe shoulder 2. Slope 10 % 3. Depth to rock or impervious strata: Max. Min. None x 4. Depth to seasonal water table(gray mottling or gray color) IR No r Yes inches 5. Free water present IR No r Yes range in inches 6. Soil percolation rate estimated be Yes Texture group I II II IV f No Estimated rate 50 min/inch 7. Permeability test performed r Yes g No If yes, note type of test performed and attach • Site Approved: Drainfield to be placed at 60,E depth at site designated on permit. ✓ Site Disapproved: Reasons for rejection: 1. E Position in landscape subject to flooding or periodic saturation. 2. r Insufficient depth of suitable soil over hard rock. 3. r Insufficient depth of suitable soil to seansonal water table. 4. r Rates of absorption too slow. 5. r Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. E Proposed system too close to well. 7• r Other Specify (attach additional pages if necessary) 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, fnly the reserve area(check one)for Parcel X- A Family Division of TM 115-22G1 Design Basis Total length of available area: 100' Total width of available area: 40' Estimated Perc.Rate: 50 at 60" in. (depth) Number of bedrooms(or GPD): 3 Conveyance Methods: Gravi Distribution method (specify): Gravity 3c Dispersal system basis Table 5.4 LGMI required? No (Yes/No) Effluent quality required:__Primary (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 376_ Total trench bottom area required: 1128 Area Calculations Number of trenches 4 Length of trenches: 100' Width of trenches: 3' Center to center spacing: 9' Reserve required? Yes Percent reserve area required: 100 Total width of absorption area required 30' Total trench bottom area provided: 1200 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 oJ40114x9p}a utwp89tr9\Pad clic. !+ 8VD - I igetra t3-114 WYQC1LD88UA�! �iltte�iYil• 1aevoXuVIO•90010O11 0110id VV-�v8&t81 SONIC YINIQWIA •NIANSS '�" 10 la 9l* l NOI VNOdIdOo 7VNOIS8ldOldd V i 1 Sf13NNbe7d ONV7 ONwSboAaAW4187 `S 39N/OHl3 LUX 'OC HOUVIN 'DNI 'SSLL�OSSV V TWO Hs11aVar baa t33i NI 31V39 • iii -11111.11111111116.1-1iiillill, 1Z-9 dW1 °p oz n OT OZ ,OZ = „J 31Y3S 'L TOE '8e H0tiYN NO 031V001 OI3I4NIY bU 3A83S3t1 -..r '331440 SIN1 A8 03N80dkl3d A3AtiflS 01314 1N3WID b NO 03SV9 (re404) I9'RPP 1 MI, E.LPS wn + 3t.ri M.ti3dQtid SNILSIK3 .00"WE • WR ii • It + el t`' � f r g • A CFt t '- x i © 4 _ co ' \ i `$ + f t 614 ""1 ) N_ E \c\-.,o co II* co a \ i-, 5,rr► fi 41, cn r„yIi ~� .....r = O '`oto cna y o � a � 'b � � 4Z ©CII MIv o NJ r w0 ted ' 52 g • a. .(1' Ili a . 0 r) . G7 aha.• W o o = d li �'.P, '� i -i N N ��' O ' ; '�z5 rt.) SR 'ON 0 m o H c a a � 4 MOSI Wr a l�H 0 ?ri rm., ` E.ag Oa O % �ass rf'at ��z V raj, `S C. YINI0U1A ` LNno3 311:1dw38W o I10%11910 11fIblaLSIOW1 311IAS.LLOOS \'� Maa 1 O IVd '91.1. dYW XVL 1 Cl13I INNEltl 3A1:13S31:1 ONIMOHS 118IHX3 T 40 T 133HS