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Home My WebLink AboutSUB201400122 Approval - Agencies f9 ( i I 44r COMMONWEALTH of VI I''GINIA 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 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 80 Parcel 183 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 'r 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. ly L Travis T. Davis Environmental Health Specialist, Sr. sisor OF RECEIVED Environmental Health Services s: JUL 30 2U14 a V75 oGi V/ 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 2014-00122 Vanderwaker 3ac Division—Subdivision Date Submitted: 7/22/14 Dear Ms. Batten: *4.0, The County of Albemarle has received application to develop/subdivide Tax Map 80 Parcel 183. 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. Should you have any questions or comments please feel free to contact me. Sincerely, &. C. 2 Ellie Carter Ray, Senior Planner County of Albemarle Department of Community Development Division of Zoning and Current Development 401 McIntire Road Charlottesville, VA 22902 eray@albemarle.org (434)296-5832, ext 3432 phone (434)972-4126, fax 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 July 21, 2014 Mr. Bill Fritz County Of Albemarle Dept. Of Planning and Community Development 401 McIntire Rd Room 227 Charlottesville, VA 22902-4579 Re: Proposed Drain Field Sites Parcels X and Y A Division of Tax Map 80-183 Albemarle County Dear Mr. Fritz: Enclosed are three (3) copies of the soils work associated with the proposed drain field sites for the above-referenced property. We request that you forward two (2) copies to 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. 4/7 "f- rjrriC Steve Gooch Encl. r � Commonwealth of Virginia Health Department ID# Application for Subdivision Review Due Date ( •;e 1 of 2 to be filled out by the Owner or Agent) Owner Anne Frampton Vanderwarker Trust Phone (434)295-5235 Mailing Address P.O.Box 670 Phone Keswick,VA 22947 Fax Developer/Agent Steve Gooch Phone (434)531-0487 Mailing Address 703 Oliver Creek Road Phone Troy,Virginia 22974 Fax Steve Gooch ROSE Phone (434)531-0487 Mailing Address 703 Oliver Creek Road Phone Troy,Virginia 22974 Fax Directions to Property: From Charlottesville Rt.250 East,left on Rt.22 at Shadwell,right onto gravel driveway at Chopping Bottom Farm Name of Proposed Subdivision Tax Map 80-183 Other Property Identification Dimension/Acreage of Property 22.64 Ac. Number of lots proposed 2 Proposed water source(note:new or existing,public or individual) existing,individual General size of lots 3.0 Ac., 19.64 Ac. (give range if appropriate) Additional description of subdivision lour Overview of soils and geology(optional but encouraged) hi 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 ,)se 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 ngineer(PE)as necessary until the sewage disposal system has been constructed and approved. Signatu a of Owner/Agent Date Commonwealth of Virginia He�tDe Department Only Application for Subdivision Review Doe Date e 2 of 2 to be filled out the county official (page by ty 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. I. 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 requester Date OSE Form F Revised 7/02/09 Soils Study for Reserve Drain Field Sites Parcels X and Y A Division of Tax Map 80-183 Albemarle County Prepared for: Anne Frampton Vanderwarker Trust P.O. Box 670 Keswick, VA 22947 Prepared by: Steve Gooch Consulting Geologist,Inc. 703 Oliver Creek Road Troy, Virginia 22974 July 21, 2014 Page 1 of 5 OSE/PE Report for: Construction Permit ri Certification Letter 1 1 Subdivision Approval Property Location: 911 Address: 115 Chopping Bottom Farm City: Keswick Lot X Section Subdivision Anne Frampton Vanderwarker Trust GPIN or Tax Map# 80-183 Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Anne Frampton Vanderwarker Trust Street: P.O. Box 670 City:Keswick State VA Zip Code 22974 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy State Virginia Zip Code 22974 PE Name: License# 'err Address City State Zip Code Date of Report 7/21/14 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 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. INThe 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 be(select one)issued NI denied U. OSE/PE Signature y LJty L `" Date 7/21/} Pac Soil Profile Reserve Drain Field Parcel X A Division of Tax Map 80 Parcel 183 Albemarle County Hole Depth Horizon Material Description Soil Texture (m-) Group 1 0-3 A Brown(7.5YR 5/4) clay loam 3 3-60 Bt Red(10YR 5/8) silty clay loam,yellow(10YR 7/8) clay 3 seams below 36" 2 0-5 A Brown(7.5YR 5/4)clay loam 3 5-24 Bt Red(10R 4/8) silty clay loam 3 24-30 BC Red(10R 4/8) silty clay loam,25%weathered phyllite 3 fragments 30- Cr 50%+weathered phyllite fragments 3 0-3 A Brown(7.5YR 5/4) clay loam 3 3-18 Bt Red(10R 4/8)silty clay loam 3 18-38 C Yellowish brown(10YR 5/4) silt loam, 30%weathered 3 phyllite fragments 38- Cr 50%+weathered phyllite fragments 4 0-3 A Brown(7.5YR 5/4)clay loam 3 3-18 Bt Red(10R 4/8) silty clay loam 3 18-33 C Yellowish brown(10YR 5/4) silt loam, 30%weathered 3 phyllite fragments 33- Cr 50%+weathered phyllite fragments 5 0-3 A Brown(7.5YR 5/4)clay loam 3 3-30 Bt Red(1OR 4/8) silty clay loam 3 30-40 Cl Reddish brown(5YR 5/4) silt loam 3 40-52 C2 Yellowish brown(10YR 5/4) silt loam, 30%weathered 3 phyllite fragments 52- Cr 50%+weathered phyllite fragments 6 0-3 A Brown(7.5YR 5/4)clay loam 3 3-27 Bt Yellowish red(5YR 5/8)clay loam 3 27-34 Bt2 Red(10R 4/8) silty clay loam 3 34-39 BC Red(10R 4/8) silty clay loam, light red(2.5YR 6/8)silt 3 loam phyllite saprolite 39- Cr Page 3 of 5 Appendix 2 Soil Summary Report GENERAL INFORMATION Date 7/21114 Submitted to Albemarle County Health Department Applicant The Anne Frampton Vanderwarker Trust Telephone Number (434)295-5235 Address P.O. Box 670 Keswick,VA 22947 Owner same Address same Location Chopping Bottom Farm on State Route 22 near Keswick Tax Map 80-183 Subdivision Block/Section Lot X SOIL INFORMATION SUMMARY 1. Position in landscape satisfactory? X Yes No Describe gentle side slope 2. Slope 4 % 3. Depth to rock or impervious strata: Max. 60"+ Min. 33" 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 1'6. Soil percolation rate estimated X Yes Texture group I II 0 IV No Estimated rate 75 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 18" 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) ' 5z F' 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, pi only the reserve area(check one)for Parcel X—A Division of TM 80-183 (Property ID). Design Basis Total length of available area: 70' Total width of available area: 50' Estimated Pere.Rate: 75 at 18" in.(depth) Number of bedrooms(or GPD): 4 1 2 Conveyance Method : Pump Distribution method (specify): Pump 3c Dispersal system basis GMP 118A LGMI required? No(Yes/No) Effluent quality required: Secondary (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 255 _ Total trench bottom area required: 1020 Area Calculations Number of trenches 6 Length of trenches: 70' Width of trenches: 3' Center to center spacing: 9' Reserve required?_This is reserve _ Percent reserve area required: 100 Total width of absorption area required 48' Total trench bottom area provided: 1260 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 Fonn E Revised July 18,2007 1 1� 7- EXI r EXISTING DRAIN MELD (APPROX) _ 4 ‘,4, �' — EX1uTINC WELL 4 (APPROX.) • RESERVE SEPTIC FIELD aee BENCHMARK AS ASSUMED DATUM 4? w Ay .0., , s Scale l"= 60' •- Soil Profile Hole 0,13i �Op Reserve Drain Field Site o+4 ' '4r,1? Parcel X . A Division of TM 80-183 KINT M. ClcNER Albemarle County, Virginia 54-17-3(°)1064 tl ql Steve Gooch Consulting Geologist a� URVE`' 703 Oliver Creek Road - Troy, Virginia 22974 GLOECKNER ENGINEERING\SURVEYING INC. SEPTIC FIELD TEST BORINGS = ENGINEERS - SURVEYORS - LAND PLANNERS 1980 FOX RUN LANE CHARLOTTESVILLE, VIRGINIA 22901 Scale: 1"=60' 1 Foot Contour Interval r Page 1 of 5 OSE/PE Report for: .u. Construction Permit l l Certification Letter l l Subdivision Approval Property Location: 911 Address: 125 Chopping Bottom Farm City: Keswick Lot Y Section Subdivision Anne Frampton Vanderwarker Trust GPIN or Tax Map# 80-183 Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Anne Frampton Vanderwarker Trust Street P.O. Box 670 City:Keswick State VA Zip Code 22974 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy state Virginia Zip Code 22974 PE Name: License# Address City State Zip Code Date of Report 7/21/14 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 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 54.1402.11 I recommend that a(select one): nstruction permit certification letter subdivision approval 0 be(select one)issued rj denied U. OSE/PE Signature '2 /s; CZL Date 7)Z// !Li Soil Profile Reserve Drain Field Parcel Y(Residue) A Division of Tax Map 80 Parcel 183 Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 1 0-3 A Light brownish gray(10YR 6/2)loam 2 3-15 BE Brown(7.5YR 5/4) clay loam 3 15-25 Bt Strong brown(7.5YR 5/6)clay loam 3 25-37 Bt2 Yellowish red(5YR 5/8)silty clay loam 3 37-60 C White(10YR 8/1) silty clay,reddish brown(2.5YR 5/4) 4 clay loam phyllite saprolite 2 0-3 A Light brownish gray(10YR 6/2)loam 2 3-8 BE Reddish brown(5YR 5/4)clay loam 3 8-18 Bt Red(10R 5/8) silty clay loam 3 18-42 BC Red(2.5YR 4/8) silty clay loam,25-40%weathered phyllite 3 fragments 42- Cr 50%+weathered phyllite fragments 3 0-8 A Light brownish gray(10YR 6/2)loam 2 8-24 BC Red(2.5YR 4/8)silty clay loam,25-40%weathered phyllite 3 fragments ,,,,. 24- Cr 50%+weathered phyllite fragments 4 0-4 A Light brownish gray(10YR 6/2)loam 2 4-12 BE Brown(7.5YR 5/4)clay loam 3 12-27 Bt Yellowish red(5YR 5/8) silty clay loam 3 27-35 BC Yellowish brown(10YR 5/8) silty clay loam, 10-20% 3 weathered phyllite fragments 35- Cr 50%+weathered phyllite fragments 5 0-4 A Light brownish gray(10YR 6/2) loam 2 4-8 BE Reddish brown(5YR 5/4)clay loam 3 8-18 Bt Yellowish red(5YR 5/8)silty clay loam 3 18-29 BC Yellowish brown(10YR 5/8)silty clay loam,40% 3 weathered phyllite fragments 29- Cr 50%+weathered phyllite fragments Page J of '. Appendix 2 Soil Summary Report GENERAL INFORMATION Date 7/21/14 Submitted to Albemarle County Health Department Applicant The Anne Frampton Vanderwarker Trust Telephone Number (434)295-5235 Address P.O. Box 670 Keswick,VA 22947 Owner same Address same Location Chopping Bottom Farm on State Route 22 near Keswick Tax Map 80-183 Subdivision Block/Section Lot Y SOIL INFORMATION SUMMARY 1. Position in landscape satisfactory? X Yes No Describe side slope 2. Slope 7 % 3. Depth to rock or impervious strata: Max. 60"+ Min. 24" 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 'Nr-'6. Soil percolation rate estimated X Yes Texture group I II eD IV No Estimated rate 85 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 12" 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) ) a4 yc _'5 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, tatilily. the reserve area(check one)for Parcel Y—A Division of TM 80-183 (Property ID). Design Basis Total length of available area: 85' Total width of available area: 100' Estimated Perc.Rate: 85 at 12" in.(depth) Number of bedrooms(or GPD): �3 fD " 1 2 6I IItt Conveyance Method :_Pum• Distribution method (specify): Pump 3c Dispersal system basis Table 5.4(LPD) LGMI required? No(Yes/No) Effluent quality required: Secondary (Primary,Secondary,Advanced Secondary) Square feet per bedroom: 409 Total trench bottom area required: 3681 Area Calculations Number of trenches 22 Length of trenches: 85' Width of trenches: l" Center to center spacing: 2' Reserve required? This is reserve Percent reserve area required: 200 Total width of absorption area required 42' Total trench bottom area provided: 3740 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 1"1 n i- ■ f PROPOSED 3.00 ACRE TRACT EXISTING WELL (APPROX.) 0 L 41stjng ,, Ring RESERVE SEPTIC FIELD BENCHMARK AS ASSUMED DATUM ./)\ N rillatio._1111111t`� -.t� EXISTING DRAIN FIELD �� -) N (APPROX.) - . ,�� SEE HEALTH DEPT.PERMIT ��,%ID#101-95-1)030 � Scale 1"= 60' Soil Profile Hole Reserve Drain Field-Site SINGS =• Parcel Y (Residue) ,... A Division of TM 80-183 Albemarle Coun , Vir.inia Lterval Steve Gooch Consulting Geologist 703 Oliver Creek Road Troy, Virginia 22974 OA 0 O W cx A �\ i--4 /14 H it! , .OD cn , 7:1 4-I o (-) a-), .5 o x' s 0 ‘4 VO■d (1) o II Q X o co " I y r4v) agv) w i* i K 7: o a a Q - ;W g A ° M x ° Cn C7 IA a � a04o� aW � w � Q a � II z a ° 0 0 ^ ® II 4o H E,-, 0. O 9 w , N C/] O O CJ G. E-1 a. w ..§.tt"Ita Q v� •7stx•7 Alii - N kleb44 9 U 1111%140 , V.: r! Z 2 g -06: 1114111 .-.. ..„1111111%41111 41 a as z� z ' z5 . , A ) _m_ -_ __ w u W w x� W � p W FA W i.. ' O w w y , W w G Y d ,�o 68 N(.7% 2 a ~ w�J - N s r�a Q U cn w �o o o O