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HomeMy WebLinkAboutSUB201500005 Approval - Agencies 2015-01-10 Utz 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 January 20,2015 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 as part of a subdivision of Tax Map 91-24, located in Albemarle County,Virginia. Dear Mr.Newberry: On January 13,2015,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 subs vision .pproval does pertain to the requirements of local ordinances. Sincer• Ay 411%.0 Steph:! B. a :s Envirsnm ntal Health Sp cialist, Sr. Onsite S• age and Wat r Programs L?J ale E Soils Study for Drain Field Sites Lot B and Residue A Rural Division of Tax Map 91-24 Albemarle County Prepared for: Virginia Flint P.O. Box 6787 Charlottesville, VA 22906 Prepared by: Steve Gooch Consulting Geologist,Inc. 703 Oliver Creek Road Troy, Virginia 22974 January 10, 2015 Page 1 of 7 OSE/PE Report for: �..r Construction Permit n Certification Letter n Subdivision Approval IN Property Location: 911 Address: City: Lot B Section Subdivision GPIN or Tax Map# 91-24 Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Virginia Flint Street: P.O. Box 6787 City:Charlottesville State VA Zip Code 22906 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy State VA Zip Code 22974 PE Name: License# %mow Address City State Zip Code Date of Report 1/10/15 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 Sheet 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. 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 I recommend that a(select one): c nstruction permit certification letter[] subdivision approval is be(select one)issued IN denied . OSE/PE Signature fi-Q,)-. A' - Date / Offir 1�4 z c 7 Soil Profile Lot B A Rural Division of TM 91-24 Albemarle County a.• Hole Depth Horizon Material Description Soil Texture (m.) Group Primary Drain Field 3 0-4 A Light brown(7.5YR 6/4)clay loam 3 4-8 BE Reddish yellow(7.5YR 6/8)clay loam 3 8-30 Bt Red(10R 5/8) silty clay loam 3 30-72 C Yellowish red(5YR 5/8)clay loam 3 4 0-6 A Light brown(7.5YR 6/4) clay loam 3 6-12 BE Reddish yellow(7.5YR 6/8)clay loam 3 12-40 Bt Reddish yellow(7.5YR 7/5) silty clay loam 3 40-60 Cl Yellowish red(5YR 5/8) clay loam 3 60-72 C2 Pink(5Y 7/4) silt loam 3 5 0-8 A Light brown(7.5YR 6/4)clay loam 3 8-20 BE Reddish yellow(7.5YR 7/5) silty clay loam 3 20-48 Bt Red(1 OR 5/8) silty clay loam 3 48-72 C Light reddish brown(5YR 6/4) silt loam 3 ,, Reserve Drain Field 1 0-4 A Light brown(7.5YR 6/4) clay loam 3 4-10 BE Reddish yellow(7.5YR 6/8)clay loam 3 10-36 Bt Red(10R 5/8)silty clay loam 3 36-60 Bt2 Red(10R 5/8)silty clay loam, white feldspar, olive yellow 3 (2.5Y 6/6)mottles 2 0-2 A Light brown(7.5YR 6/4)clay loam 3 2-10 BE Reddish yellow(7.5YR 6/8)clay loam 3 10-32 Bt Light red(2.5YR 6/6) silty clay loam 3 32-60 Bt2 Red(1OR 5/8) silty clay,yellow(10YR 7/8)mottles 4 6 0-7 A Light brown(7.5YR 6/4)clay loam 3 7-18 BE Reddish yellow(7.5YR 6/8)clay loam 3 18-48 Bt Red(10R 5/8)silty clay loam, yellow(10YR 7/8)mottles 3 ---below Page � of 7 Appendix 2 Soil Summary Report w..y GENERAL INFORMATION Date 1/10/15 Submitted to Albemarle County Health Department Applicant Virginia Flint Telephone Number (434) 9784921 Address P.O. Box 6787 Charlottesville,VA 22906 Owner same Address same Location Bishop Hill Road @ intersection w/Bishop Hill Lane Tax Map 91-24 Subdivision Block/Section Lot B SOIL INFORMATION SUMMARY - pv�a�7 U ,K ReV 1. Position in landscape satisfactory? X Yes No Describe side slope 2. Slope 5 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 II III IV No Estimated rate 65 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 ( 54" '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) 12u , Y ? 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. 4r This abbreviated design covers the ❑ primary and reserve area, FVonly the primary area, ❑ only the reserve area(check one)for Lot B —A Rural Division of TM 91-24(Property ID). Design Basis Total length of available area: 100' Total width of available area: 57' Estimated Perc. Rate: 65 at 54" in.(depth) Number of bedrooms(or GPD): 4 Conveyance Methods:_Pump Distribution method (specify): Pump 3c Dispersal system basis Table 5.4 LGMI required? No (Yes/No) Effluent quality required:_Primary (Primary, Secondary, Advanced Secondary) Square feet per bedroom: 496 Total trench bottom area required: 1984 Area Calculations Number of trenches 7 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 57; Total trench bottom area provided: 2100 The required width is calculated by multiplying the center-to-center spacing by one less than the number of trenches and adding I 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 Page '7 of -7 Appendix 2 Soil Summary Report GENERAL INFORMATION low Date 1/10/15 Submitted to Albemarle County Health Department Applicant Virginia Flint Telephone Number (434)978-4921 Address P.O. Box 6787 Charlottesville,VA 22906 Owner same Address same Location Bishop Hill Road© intersection w/Bishop Hill Lane Tax Map 91-24 Subdivision Block/Section Lot B SOIL INFORMATION SUMMARY - �gp 0atiN- rt40( 1. Position in landscape satisfactory? X Yes No Describe side slope 2. Slope 6 % 3. Depth to rock or impervious strata: Max. Min. None x 4. Depth to seasonal water table(gray mottling or gray color) X N. Yes inches 5. Free water present No X Yes range in inches 17-48 'ftme6. Soil percolation rate estimated X Yes Texture group I II III cV No Estimated rate (1o5,) 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 5 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) t�uye 6 cif.? 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. +rr This abbreviated design covers the ❑ primary and reserve area, ❑ only the primary area, ly the reserve area(check one)for_Lot B —A Rural Division of TM 91-24(Property ID). Design Basis Total length of available area: 100' Total width of available area: 70' Estimated Perc. Rate: 105 at 5" in.(depth) Number of bedrooms(or GPD): 4 1 2 Conveyance Method : Pump Distribution method (specify): Pump 3c Dispersal system basis Table 5.4 LGMI required? No(Yes/No) Effluent quality required: Secondary (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 519 Total trench bottom area required: 6228 Area Calculations Number of trenches 32 Length of trenches: 100' 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 62'_ Total trench bottom area provided: 6400 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. '`'•o' Page of AOSE Form E Revised July 18,2007 P4 L 7 7(7 /cr.____ ' ,STATE RO --- __ _ _ '� ' ' _______4&,--____:„. ! ,....0,-/ ; ‘ .., ; ,‘ , , 1 734 _ ,I, — UTE BISHOP HILL ROAD -` ►g -x -FA3EQ-Ara:.----------- ------------ ' : IRON IRON S : '40'20"E 415.6 :-.5-' -----'/ /, f SET SET POL , -_— ' / POLE / / / DRIVEWAY / S4118 951"W / 118.95' E-559 9 ,/ /se SN0 rsc° ° / ///�INICENTERTOF oRAI►FI 0 c , ROAD BED•2 \ \t I),.'+ a!t / 6 t t, 6t` 14.44 /, i , ,.. /' / / S43'53'55"W . i mils% , / / 44, 243.69' s° ,`,' / 1 Id Reserve) v, / 1 �' It FLAG° It : Page 1 of 5 OSE/PE Report for: v`"' Construction Permit,] Certification Letter D Subdivision Approval t— Property Location: 911 Address: City: Lot Residue Section Subdivision GPIN or Tax Map# 91-24 Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Virginia Flint Street: P.O. Box 6787 City:Charlottesville State VA Zip Code 22906 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy State VA Zip Code 22974 PE Name: License# r Address City State Zip Code Date of Report 1/10/15 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 El subdivision approval Q be(select one)issued denied U. Now OSE/PE Signature ‘-) 91377c,4_ Date /`f°l(S z:�2 ' Soil Profile Residue A Rural Division of TM 91-24 Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 7 0-8 A Weak red(10R 5/3)clay loam 3 8-45 Bt Red(10R 4/6) silty clay loam 3 45-66 CB Yellow 10YR 7/8) silt loam and red(10R 4/6) silty clay 3 loam 66-84 C Yellow(10YR 7/8) silt loam 3 8 0-7 A Weak red(10R 5/3) clay loam 3 7-32 Bt Weak red(10R 4/4)silty clay 4 32-72 Bt2 Red(10R 4/6) silty clay loam 3 72-84 BC Red(10R 4/6) silty clay loam,yellow(10YR 7/8) silt loam 3 9 0-8 A Weak red(10R 5/3) clay loam 3 8-45 Bt Red(10R 4/6) silty clay loam 3 45-72 BC Yellowish red (5YR 5/8) silty clay loam 3 72-84 C Yellow(10YR 7/8) clay loam 3 10 0-4 A Weak red (10R 5/3)clay loam 3 4-26 Bt Red(10R 4/6) silty clay loam 3 26-70 CB Yellow 10YR 7/8) silt loam and red(10R 4/6) silty clay 3 loam 70-84 C Yellow(10YR 7/8) silt loam 3 11 0-7 A Weak red(10R 5/3) clay loam 3 7-42 Bt Red(10R 5/8) silty clay loam 3 42-84 CB Yellow 10YR 7/8) silt loam and red(10R 4/6) silty clay 3 loam 12 0-3 A Weak red(10R 5/3)clay loam 3 3-44 Bt Red (10R 4/6) silty clay loam 3 44-66 BC Red(10R 4/6) silty clay loam,yellow(10YR 7/8) silt loam 3 66-84 C Yellow(10YR 7/8) silt loam 3 Page 3 of Appendix 2 Soil Summary Report GENERAL INFORMATION Date 1/10/15 Submitted to Albemarle County Health Department Applicant Virginia Flint Telephone Number (434)978-4921 Address P.O. Box 6787 Charlottesville,VA 22906 Owner same Address same Location Bishop Hill Road© intersection w/Bishop Hill Lane Tax Map 91-24 Subdivision Block/Section Lot Residue 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. 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 '`"1013. Soil percolation rate estimated X Yes Texture group I II ® IV No Estimated rate ( 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 60" 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) Af9a— e) 4— 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 4rimary and reserve area, ❑ only the primary area, ❑ only the reserve area(check one)for Residue —A Rural Division of TM 91-24(Property ID). Design Basis Total length of available area: 100' Total width of available area: 170' Estimated Pere.Rate: 75 at 60" in.(depth) Number of bedrooms(or GPD): 4 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: 596 Total trench bottom area required: 4768 Nftipr Area Calculations Number of trenches 16 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 138' Total trench bottom area provided: 4800 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. N'`" Page of AOSE Form E Revised July 18,2007 0.8.530-61 420 �RELANA��P7FITZGERALD & �.�. PO 5Q_ � D.B.458-305 PLAT FLORENCE W.FITZGERALD ,1 t�uunua D.8.3077-143 W= RED D.B.693-763 PLAT A"y' AV". STATE ROUTE 734 ISHOP HILL ROAD _ ,' � `ESCRIPTIVE EASEMENT). -_ _ STATE ROUTE PIPE S58.40'20"E 548. i3' .�� __-_---- FOUND IRON SET °— • ti`s t: eA Site House Me 13 7 E-583.0 E.103.3 PR , D ..500... z8,,, ki Site DRAI enw AREA ---- (Primary and Reserve) Fl AG. T.M. 91-24 is BECKY IRENE HARLOW. e' ui DANNY MASON BISHOP, VIRGINIA E.B.FLINT & LIMA ANN RAGLAND D.8.4057-122 W.B.48-759 D.8.4057-132 THRU 135 PLAT 0.8. 1121-305 PLAT 0.8. 114-367 PLAT RESIDUE-32.96+/- ACRES (BY DEDUCTION FROM TAXATION RECORDS) Scale 1"= 100' •- Soil Profile Hole House,Well and Drain Field Sites Residue A Rural Division of TM 91-24 Albemarle County, Virginia Steve Gooch Consulting Geologist FMETAL& 62.6' 703 Oliver Creek Road BLDG. "' E• Troy, Virginia 22974