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HomeMy WebLinkAboutSUB201400123 Approval - Agencies NNW `F 7 der 4,„-, for � ere COMMONWEALTH of VIRGINIA In Cooperation with the Thomas Jefferson Health District ALBEMARLE-CHARLOTTESVILLE FLUVANNA COUNTY(PALMYRA) State Department of Health 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 28,2014 J.T.Newberry,Planner 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 85 Parcel 3A located in Albemarle County,Virginia. Dear Mr.Newberry: On July 29,2014,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: 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, Travis T.Davis Environmental Health Specialist, Sr. °V" E RECEIVED iiun ironmental Health Services '2: JUL 3 0 21.114 S„ P -176 V/ 5 COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road,Room 227 Charlottesville,Virginia 22902-4596 Phone(434)296-5832 Fax(434)972-4126 Date: 7/29/2014 Teresa Batten Virginia Department of Health 1138 Rose Hill Drive Charlottesville,VA 22906 Regarding: Project Name: SUB 2014-00123 Margaret Haupt—Final Date Submitted: 7/29/14 Dear Ms. Batten: The County of Albemarle has received application to develop/subdivide Tax Map 85 Parcel 3A. 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 jnewberry@albemarle.org (434)296-5832, ext 3270 phone h COmmonwealt 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 Richard and Margaret Haupt Phone (434)996-3548 Mailing Address 7181 Batesville Road Phone Afton,Virginia 22920 Fax Developer/Agent Steve Gooch Phone (434)531-0487 Mailing Address 703 Oliver Creek Road Phone Troy,Virginia 22974 Fax AOSE Steve Gooch Phone (434)531-0487 Mailing Address 703 Oliver Creek Road Phone Troy,Virginia 22974 Fax Directions to Property: From Charlottesville take 29 South,right on Rt.692 to Batesville,left on Rt,.635,right on Rt.636 to 7181 Batesville Road on left Name of Proposed Subdivision Tax Map 85-3A Other Property Identification Dimension/Acreage of Property 103.6 Ac. Number of lots proposed 2 Proposed water source(note:new or existing,public or individual) new,existing, individual General size of lots 24.06 Ac.,79.5 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. 71760�f Signature of Owner/Agent Date Commonwealth of Virginia Health Department °°'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 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) Name and title of requestor Date OSE Form F Revised 7/02/09 Soils Study for Drain Field Sites Parcel A A Division of Tax Map 85 Parcel 3A Albemarle County Prepared for: Richard and Margaret Haupt 7181 Batesville Road Afton,VA 22920 Prepared by: Steve Gooch Consulting Geologist,Inc. 703 Oliver Creek Road Troy,Virginia 22974 July 26, 2014 New Page 1 of 8 OSE/PE Report for: Construction Permit 11 Certification Letter F-1 Subdivision Approval Property Location: 911 Address: 7181 Batesville Road City: Batesville Lot Parcel A Section Subdivision A Division of TM 85-3A(Haupt Property) GPIN or Tax Map# 85-3A Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Richard and Margaret Haupt Street: 7181 Batesville Road City:Afton State VA Zip Code 22920 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy Virginia Zip Code 22974 PE Name: License# Address City State Zip Code Date of Report 7/26/14 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 Forms Soil Profile Sheets Survey Plat Soil Information Summary Sheets 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. rdThe 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 permit[] certification letter subdivision approval 0 be(select one)issued Q denied U. OSE/PE Signature 5�-p1re--- J�/f��" ` Date 71Z6 Ity Pale Z Soil Profile Primary Drain Field Parcel A A Division of Tax Map 85 Parcel 3A Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 3 0-3 A Dark brown(7.5YR 3/3) clay loam 3 3-9 BE Light red(2.5YR 6/8) clay loam 3 9-30 Bt Red(2.5YR 5/8) clay loam 3 30-72 C Reddish yellow(7.5YR 6/8) sandy loam 2 4 0-4 A Dark brown(7.5YR 3/3) sandy loam 2 4-30 Bt Reddish brown(2.5YR 5/4)clay loam 3 30-72 C Strong brown(7.5YR 5/8) loam 2 5 0-5 A Brown(7.5YR 5/4) clay loam 3 5-19 Bt Red(2.5YR 5/8) clay loam 3 19-45 Cl Reddish yellow(5YR 6/8) sandy loam 2 45-72 C2 Dark yellowish brown(10YR 4/6)sandy loam 2 6 0-4 A Dark brown(7.5YR 3/3)clay loam 3 4-8 BE Light red(2.5YR 6/8)clay loam 3 8-28 Bt Red(2.5YR 5/8) clay loam 3 28-72 C Strong brown(7.5YR 5/8) loam 2 7 0-4 A Dark brown(7.5YR 3/3) sandy loam 2 4-27 Bt Reddish brown(2.5YR 5/4)clay loam 3 27-72 C Dark yellowish brown(10YR 4/6) sandy loam 2 8 0-5 A Brown(7.5YR 5/4) clay loam 3 5-35 Bt Red(2.5YR 5/8)clay loam 3 35-72 C Yellowish red(5YR 5/8) sandy loam 2 Page 3 of g Appendix 2 Soil Summary Report GENERAL INFORMATION Date 7/26/14 Submitted to Albemarle County Health Department Applicant Richard and Margaret Haupt Telephone Number (434)996-3548 Address 7181 Batesville Road Afton, VA 22920 Owner same Address same Location 7181 Batesville Road Tax Map 85-3A Subdivision Block/Section Lot A SOIL INFORMATION SUMMARY- Pf thnav7 PfUttA. hdd 1. Position in landscape satisfactory? X Yes No Describe side slope 2. Slope 19 3. Depth to rock or impervious strata: Max. Min. None x 4. Depth to seasonal water table(gray mottling or gray color) X No Yes inches 5. Free water present X No Yes range in inches 6. Soil percolation rate estimated X Yes Texture group I 11 III IV No Estimated rate 45 min/inch 7. Permeability test performed Yes X No If yes, note type of test performed and attach X Site Approved: Drainfield to be placed at 48" depth at site designated on permit. Site Disapproved: Reasons for rejection: 1. Position in landscape subject to flooding or periodic saturation. 2. Insufficient depth of suitable soil over hard rock. 3. Insufficient depth of suitable soil to seansonal water table. 4. Rates of absorption too slow. 5. Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. Proposed system too close to well. 7. 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❑ primary and reserve area, •nly the primary area, ❑only the reserve area(check one)for Parcel A —A Division of Tax Map 85 Parcel 3A(Property ID). Design Basis Total length of available area: 100' Total width of available area: 50' Estimated Perc.Rate: 45 at 48" in.(depth) Number of bedrooms(or GPD): 4 1 2 Conveyance Method : 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: 344 _ _ Total trench bottom area required: 1376 Area Calculations Number of trenches 5 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 39' Total trench bottom area provided: 1500 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 aer- ceS' Soil Profile Reserve Drain Field Parcel A A Division of Tax Map 85 Parcel 3A Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 1 0-5 A Brown(7.5YR 5/4) clay loam 3 5-44 Bt Red(2.5YR 5/8) clay loam 3 44-55 C Yellowish red(5YR 5/8) sandy loam with gneiss fragments 2 55- Cr 50%+gneiss fragments 2 0-4 A Dark brown(7.5YR 3/3) sandy loam 2 4-19 Bt Reddish brown(2.5YR 5/4)clay loam 3 19-30 Cl Reddish yellow(5YR 6/8) sandy loam 2 30-43 C2 Olive (5Y 5/4)sandy loam with gneiss fragments 2 43- Cr 50%+gneiss fragments 5 0-5 A Brown (7.5YR 5/4)clay loam 3 5-19 Bt Red(2.5YR 5/8) clay loam 3 19-45 CI Reddish yellow(5YR 6/8) sandy loam 2 45-72 C2 Dark yellowish brown(10YR 4/6) sandy loam 2 8 0-5 A Brown(7.5YR 5/4)clay loam 3 5-35 Bt Red(2.5YR 5/8)clay loam 3 35-72 C Yellowish red(5YR 5/8) sandy loam 2 Page CP of 7 Appendix 2 Soil Summary Report GENERAL INFORMATION Date 7/26/14 Submitted to Albemarle County Health Department Applicant Richard and Margaret Haupt Telephone Number (434) 996-3548 Address 7181 Batesville Road Afton, VA 22920 Owner same Address same Location 7181 Batesville Road Tax Map 85-3A Subdivision Block/Section Lot A SOIL INFORMATION SUMMARY- Ae�erve_ Oat ivL pieQj 1. Position in landscape satisfactory? X Yes No Describe side slope 2. Slope 19 % 3. Depth to rock or impervious strata: Max. 72"+ Min. 43" None 4. Depth to seasonal water table(gray mottling or gray color) X No Yes inches 5. Free water present X No Yes range in inches 6. Soil percolation rate estimated X Yes Texture group I II ® IV No Estimated rate 60 min/inch 7. Permeability test performed Yes X No If yes, note type of test performed and attach X Site Approved: Drainfield to be placed at 24" depth at site designated on permit. Site Disapproved: Reasons for rejection: 1. Position in landscape subject to flooding or periodic saturation. 2. Insufficient depth of suitable soil over hard rock. 3. Insufficient depth of suitable soil to seansonal water table. 4. Rates of absorption too slow. 5. Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. Proposed system too close to well. 7. 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❑ primary and reserve area, ❑ only the primary area, �1y the reserve area(check one)for Parcel A —A Division of Tax Map 85-3A(Property ID). Design Basis Total length of available area: 70' Total width of available area: 40' Estimated Perc. Rate: 60 at 24" in.(depth) Number of bedrooms(or GPD): 4 Conveyance Methods:_Gravity Distribution method (specify): Gravity 3c Dispersal system basis GMP 118A LGMI required? No (Yes/No) Effluent quality required: Secondary (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 203 _ Total trench bottom area required: 812 Area Calculations Number of trenches 4 Length of trenches: 70' Width of trenches: 3' Center to center spacing: 10' Reserve required?_This is reserve_ Percent reserve area required: 100 Total width of absorption area required 33' Total trench bottom area provided: 840 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 ...... --- .---7.-.. ....... ... ..... LINE DELTA'*'''''' RADIUS ARC TANGENT Crehair CHORD BEARING COU ....- Cl 26 14 15" 430.00 196.91 100.21 195. 19 N63'05 23"E NEW PIPE FOUND C2 1 '20 21" 6500.00 151.92 75•97 151.92 N75'32 20"E STRE AT 16.82' LINE BE DENOTES APPROXIMATE LOCATION OF AREA WITHIN ZONE A L33 S07 .-.....:-.:-....--...-Y (100 YEAR FLOOD PLAIN) ACCORDING TO THE FEMA FLOOD L34 SO4 : :.: :::::: INSURANCE RATE MAPS EFFECTIVE DATE FEBRUARY 4, 2005 L35 913 .........-1-.-...::: (COMMUNITY PANEL 510006 0400 0) . L36 S32 L37 S29 im cu GRAPHIC SCALE 1"=200 ' (..) L38 949 o_ smonommo (1) L39 S39 cn no EN Nommossoim il000smoo co L40 920 0 200 400 600 En L41 N85 al 440 T.M.85-1A •. i RAYMOND G.RAINEY & BETTY G.RANEY , 0.8.395-415 , ...- D.B.396-447NPLAT - PIPE North 3885135 _ in FOUND East 11412278 Nor th 3885003 1._.-" co East 1.1,413209 occ IRON / z co co 86. . ' IRON SET , 0 e-t • s..,, FOUND I-1 on c A co C51 CD .r4 00iviv e. N36 1100"E ul 204. 12 (5‘„ _ -- - %IcE 663 ' .., - %.0 0 T.M.85-1 _ _ ...... - 'N..:88' TOTAL co S 0. (t., -,9 NANCY BRAGG BA • ""11111kbt . co'. . .- 6',,r, co W.8. 124- IRON D.B.456-495, N ° ■ 4;\ . '• FOUND PA•CEL A IRON A' ... \ . FOUND ,,, 1 APPROX.•) „ "z 24. I:: r=,t 't i 4- X '' F° - ' .- 1 LOCATION ..Cobh, POND / '4, x (n *- Iv co* 100' _..) / ( •Kr ...*- STREAM c+ck, Nor co • ' ' io . . . Ea „,!%4 • "'"..,x._ 31" ' . 610 • .-`-4. k..... • r. • • c' 6Z, IR .. o .. . . •96%, C'*N9 FOl #4 FLAG 100 `5% 1 z STREAM La FL . 7---- , ' '''- " `"-.1' .:*-,ti.i,,,,,,- . 4) (-3 FLAG # ' - ''' ------- r' •••''''. 2'' '' 'r" - BUFFER z #5 , •00, Ito. to -- . ..... .. . . . ... - •- — •••• • . . g .--....- .,r, FLAG • -•• - ... . . ••• —H :',?1-*•- 1:;3:"":- . e #a .„..41t44\ PFCIPOSED SEPTIC ORAINFILED . . . . _ .. . . . . .. .. --- - .....-- - • -• - - - -. , .. .... ... .. .. . . . . . .... .. • ... . . I VER -- ... /.. PIPE -:-.-:/\".....y-',',,, NO. ••••••// . ..... . ... . —• ' . .. 18'09"E *--// . . .. \ C.....:. ..-..::''.. Scale 1"= 200' •- Soil Profile Hole /; 4 .1,.. , _I \\. - -.-. )TAL A . -,,, 0 ,...„ - ....---:.- ...-:.- House, Well and Drain Field Sites :-.---. : **- ..: Parcel A ). ..... . --•- . ... \• %,..-. , .052 i. . -- eAN:-..- A Division of TM 85-3A 384 - • • '71 2 It ‘51\ Albemarle County, Virginia F )' Steve Gooch Consulting Geologist ....- 7ER 703 Oliver Creek Road Troy, Virginia 22974 - Reserve Drain Field Residue A Division of Tax Map 85 Parcel 3A Albemarle County Health Department permit SD 90-312 identifies a reserve drain field site for the existing 4 bedroom house. The reserve drain field is located on the residue. No additional soils investigation required. cow :-1-41I. 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