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HomeMy WebLinkAboutSUB201700153 Study 2017-10-26 /4144 ll';41- ‘3'1 411 I 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) Phone(434)972 6219 LOUISA COUNTY(LOUISA) P. O. Box 7546 NELSON COUNTY(LOVINGTON) Fax (434)972-4310 Charlottesville,Virginia 22906 October 26,2017 Tim Padalino r IVP.21JoijrDepartment of Community Development Division of Zoning and Current Development 401 McIntire Road Charlottesville,Virginia 22902-4596 RE: Review of Proposed Boundary Line Adjustment and attached Soils Information for Individual Onsite Sewage Systems involving parcels 89-21A,89-21A1,and 89-21E located in Albemarle County,Virginia. Dear Mr. Padalino: On October 4,2017,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; Onsite Soil Evaluator Number 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, #. Josh Kirtley Environmental Health Technical Consultant Thomas Jefferson Health District ►��� .. ash 1(0-4-Le kiideNici171 - Rev1eL-J COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road,Room 227 Charlottesville,Virginia 22902-4596 Phone(434)296-5832 Fax(434)972-4126 Josh Kirtley Virginia Department of Health APPRO791138 Rose Hill Drive Charlottesville,VA 22906 Boundary Line Adjustment Plat Dear Mr. Kirtley: The County of Albemarle has received an application for a Boundary Line Adjustment Plat involving Tax Map Parcels(TMP)#89-21A,#89-21A1,and#89-21E.This project requires Health Department approval before receiving final County approval. The applicant has provided copies of the soils work associated with these parcels,dated October 1,2017.Two copies of those reports are attached,as is the proposed plat dated September 19,2017,and an application for subdivision review dated October 2,2017. Please review the proposals for suitable subsurface drainfields which comply with the provisions of Chapter 18, • Sections 4.2.2,4.2.3,4.2.4,and Chapter 14,Sections 14-309 and 14-310 of the Albemarle County Code. Should you have any questions or comments,please feel free to contact me. Review comments are due on Wednesday,October 25. Please call or email me if you have any questions or requests for assistance.Vank yovery much for your assistance. Sincerely, 1/4/44- Tim Tim Padalino,AICP Senior Planner I Department of Community Development Email: tpadalino@albemarle.org Voice: (434)296-5832 ext. 3088 Fax: (434)972-4035 Encl. Commonwealth 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 Clifford Shifflett ippl U,alone (434)906-0454 Mailing Address 2054 Dudley Mountain Road Phone North Garden,VA 22959 Fax Developer/Agent Steve Gooch,Consulting Geologist 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 Charlottesville take Old Lynchburg Road,right on Dudley Mountain Road to 2052 Dudley Mountain Road on right Name of Proposed Subdivision Tax Map 89-21A Other Property Identification 2052 Dudley Mountain Rd. Dimension/Acreage of Property 2.49 Ac. Number of lots proposed 1 Proposed water source(note:new or existing,public or individual) existing,individual General size of lots 2.49 Ac. (give range if appropriate) Additional description of subdivision Boundary line adjustment involving TM 89-21A and 89-21A1. 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. 4he-kn . ia7(f Signature of Owner/Agent Date H Use Commonwealth of VirginiaHealthDepartmeennt °°t' 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 ^ COMM1k ( D044,47 Mr,W Derr. — CovNf{ •j f 11 M Contact Individual l t M f Icpkv N,O Phone (431') '21t.• ¶832. A, 3o9g Local offices of the Virginia Department of Health 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) t`M 144 '1b Se4A/ ?UMW / 10/4/2.40 Name and title of requestor Date OSE Form F Revised 7/02/09 • Eii FEED Soils Study for Reserve Drain Field Site A Boundary Line Adjustment of Tax Map 89-21A Albemarle County Prepared for: Clifford Shifflett 2054 Dudley Mountain Road North Garden, VA 22959 Prepared by: Steve Gooch Consulting Geologist,Inc. 703 Oliver Creek Road Troy, Virginia 22974 October 1, 2017 Page 1 of 5 OSE/PE Report for: Construction Permit E Certification Letter D Subdivision Approval Ea Property Location: 911 Address: 2052 Dudley Mountain Road City: Lot Section Subdivision GPIN or Tax Map# 89-21A Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: i1P?20 U.SJ Name: Clifford Shifflett Street: 2054 Dudley Mountain Road City:North Garden State VA Zip Code 22959 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy State VA Zip Code 22974 PE Name: License# 444i"'' Address City State Zip Code Date of Report 1011/17 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. The 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 sloe I recommend that a(select one): nstruction permitO certification letter subdivision approval:1 be(select one)issued': denied Li. OSE/PE Signature 61-4.1.4, vfritd-CI,CDate 10f 1117 Pam 2 a Soil Profile Reserve Drain Field Site TM 89-21A 2052 Dudley Mountain Road Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 1 0-7 A Yellowish red (5YR 5/8) loam,friable 2 7-29 Bt Reddish brown(2.5YR 5/4) silty clay loam, firm, yellow 3 (10YR 7/8)mottles 29-66 Bt2 Strong brown(7.5YR 6/8) clay loam, friable,red 3 (2.5YR 5/8)mottles 66- - Quartz 2 0-4 A Yellowish red(5YR 5/8) loam, friable 2 4-36 Bt Reddish brown(2.5YR 5/4) silty clay loam, firm, light gray 3 (10YR 6/1) feldspar(redox)below 27" 36-60 Bt2 Strong brown(7.5YR 5/8) sandy clay, firm 4 3 0-6 A Brown(7.5YR 5/3)loam,friable 2 6-36 Bt Brown(7.5YR 5/4) clay loam, friable, some manganese 3 below 24" 36-84 C Brown(10YR 5/3) sandy loam,massive, friable 2 Now, 4 0-6 A Brown(7.5YR 5/3) loam, friable 2 6-40 Bt Brown(7.5YR 5/4)clay loam, friable 3 40-84 C Brownish yellow(10YR 6/8) sandy clay loam, friable 2 5 0-4 A Brown(7.5YR 5/3) loam, friable 2 4-34 Bt Strong brown(7.5YR 5/4),yellowish brown(10YR 5/8) 3 silty clay loam, firm 3 34-84 C Strong brown(7.5YR 5/8)sandy clay loam, friable 2 Page _ of Appendix 2 Soil Summary Report GENERAL INFORMATION Date 10/1/17 Submitted to Albemarle County Health Department Applicant Cliff Shifflett Telephone Number (434)906-0454 Address 2054 Dudley Mountain Road North Garden, VA 22959 Owner same Address same Location 2052 Dudley Mountain Road Tax Map 89-21A Subdivision Block/Section Lot SOIL INFORMATION SUMMARY 1. Position in landscape satisfactory? f5 Yes fl No Describe shoulder 2. Slope 12 3. Depth to rock or impervious strata: Max. Min. None x 4. Depth to seasonal water table(gray mottling or gray color) jC No Ix Yes inches 27 Free water present IX No E Yes range in inches 6. Soil percolation rate estimated IX Yes Texture group I II 11 IV r No Estimated rate 90 min/inch 7. Permeability test performed E Yes IR No If yes,note type of test performed and attach R Site Approved: Drainfield to be placed at 12" depth at site designated on permit. Ir Site Disapproved: Reasons for rejection: 1. r Position in landscape subject to flooding or periodic saturation. 2. Ii Insufficient depth of suitable soil over hard rock. 3. i— Insufficient depth of suitable soil to seansonal water table. 4. E Rates of absorption too slow. 5. 1— Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. r Proposed system too close to well. *44110e I— Other Specify (attach additional pages if necessary) P4,74- Yom' 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,624nly the reserve area(check one)for_TM 89-21A Design Basis Total length of available area: 70' Total width of available area: 85' Estimated Perc. Rate: 90 at l2"" in.(depth) Number of bedrooms(or GPD): 3 1 2 Conveyance Method : Pump Distribution method (specify): Pump 3c Dispersal system basis Table 5.4(LPD) LGMI required? No(Yes/No) Effluent quality required: Secondary(IL 2) (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 424 Total trench bottom area required: 3816 Nhoe Area Calculations Number of trenches 28 Length of trenches: 70' Width of trenches: 1" Center to center spacing: 2' Reserve required? This is reserve_ Percent reserve area required: 100 Total width of absorption area required 54' Total trench bottom area provided: 3920 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. r Page of AOSE Form E Revised July 18,2007 IU.G. /1-11u ri.Al t ` . , puy� C of- - I , . t . PARCEL X • .. i... 9.92 ACRES 1 co. / ii r , r'' IRON X2 3'45 too"E PACEDf a !� 11J SET � .2g0,OQ' / al (1990) '... """'•�..H � �•r 2wA IRON , Z T.IC 09".214SET • 1::11, .1* 0, (1990) 1 I it' i , . � .c ,p t,�' gil o1* • T.MLOT-2A T.M.89 21D 2.01 ACRES t HEATHER L.LEE " ( & JASON S.LEE FRAME �c i CLIFF M.SF!IFf TT & D.B.39 48-94 BLDG. LISA DUDLEY-SHZFFLETT �, r►� �� D.B. 1/46...384. 388 PLAT D.B.763-452 PLAT g • SET «, iNd NEXI5TING PROPERTY LINES � © • § 1 HEREBY EXTINGUISHED I. T.M.99-21,E ,, +s t 113 CLIFFORD M.SHIFFLETT it pOH CONCRETE PORTION OF EXISTING & LISA K.SHIFFLETT BASKETBALL 3p ACCESS EASEMENT himov D. ..i 5Q3.. 9 t COURT (0.8.1346-496PLATi POOL E.po, HEREBY EXTINGUISHED D.13. 1425-737 PLAT 45 00 1V t RESIDUE., S.83+1- ACRES .,..T.M.89-.2 1A IRE�t (BY DEDUCTION FROM. .. FOUND TAXATION RECORDS) TRONA SU1111 $4i `27»W 296,23' • SET ' OVERHEAD IRON ' UTILITY SET ' '( 990) % � S 10 i ! alogivp 1 # n .111—) oci' • EASEMENT _%...N. ii. VIS ___�,.,.s. (D.B.1146-386 PLAT) 100.sErric � -",„1. .. SETBACK 3 1 .-' i Existing cruse � _ '' T.M 89 Q 111 'PROXIMATE LOCATION ='!r�' I . i; *+ 104'STREAM BUFFER § JUANITA NADINE COL INS DUB ' "'ai '; R KEN FROM THE COUNTY D.B. 1146-384. 39 --1".1� __. tLBEMARLE GIB *BST TE D.8.371-9: Scale l 100' .-Soil Profile Hole \\\ 0.13.371..•110 F r�EsrDUE-2.49+/- Proposed Reserve Drain Field Site BY DEDUCTION Tax Map 89-21A IRON TAXATION RECO 2052 Dudley Mountain Road FOUND - -- - --- - Albemarle County,Virginia : --- Steve Gooch Consulting Geologist iitiorirliititiTAII 703 Oliver Creek Road STATE ROUTE 706 Troy, Virginia 22974 (30'PRESCRIPTIVE EASEMENT) SHEET 3 OF 3 9938A 1