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HomeMy WebLinkAboutSUB202100071 Study 2021-10-28:,: �� ROVED ♦V 431fv" COMMONWEALTH ®f VdIE GINIA In Cooperation with the Blue Ridge Health District ALBEMARLE — CHARLOTTESVILLE FLUVANNA COUNTY(PALMYRA) State Department of Health Enviromental Health Services GREENE COUNTY (STANARDSVILLE) Phone (434) 972-6219 1138 Rose Hill Drive LOUISA COUNTY (LOUISA) Fax (434) 972-4310 NELSON COUNTY (LOVINGSTON) Charlottesville, Virginia 22903 brhdeh@vdh.virginia.gov October 28, 2021 Cameron Langille County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, Virginia 229024596 RE: Review of Proposed Subdivision Plat and attached Soils Information for Individual Onsite Sewage Systems as part of a division of Tax Map 17 Parcel 16 located in Albemarle County, Virginia (SUB2021000071). Dear Mr. Langille: On October 15, 2021, 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: Thomas Hogge OSE #1940001091. 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. Since ly, /` "'i ravis T. Davis, OSE Environmental Health Specialist, Sr. COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, Room 227 Charlottesville, Virginia 22902-4596 Phone (434) 296-5832 October 15, 2021 Travis Davis Virginia Department of Health 1138 Rose Hill Drive Charlottesville, VA 22906 Travis.davisna,vdh.vir inia.gov RE: SUB202100071 John W. Finley Rural Subdivision Plat Dear Mr. Davis: The County of Albemarle has received an application to develop/subdivide Tax Map Parcel 01700-00-00-01600. This project requires Health Department approval before receiving final County approval. The applicant has provided soils information, which is attached. Please review the proposal for suitable subsurface drainfields for onsite sewage systems and individual private wells which comply with the provisions of Chapter 18, Sections 4.2.2, 4.2.3, 4.2.4, and Chapter 14, Sections 14-309,14-310, and 14-416 of the Albemarle County Code. Please send me any comments or approvals from VDH by November 5, 2021. Should you have any comments please feel free to contact me. Sincerely, Cameron Langille blanki IleO,albemarle.org Principal Planner Department of Community Development Phone: (434) 296-5832 ext. 3432 Page I of S Site and Soil Evaluation Report VDH Use Only FOR S I TE /N 8#6k OP PROPER General Information Date: - - nlbenare County Health Department Owner: John Finley Phone: Owner Address: Property Address: Tax Map/GPIN #: 17-16 Subdivision: Section: Block: Lot: Soil Information Summary 1. Position in landscape satisfactory: N Yes ❑ No Describe landscape position: Sideslope 2. Slope: 9 % 48" in reserve (likely loose rock) 3. Depth to rocklimpervious strata: Max. 62+ in. Min. 60+ in. ❑ Not observed 4. Free Water Present: ❑ Yes ■ No Range in inches: 5. Depth to seasonal water table (gray mottling or gray color): _ inches B Not observed 6. Soil percolation rate estimated: O Yes ❑ No Estimated rate: 55 min/in at 42 inches depth Texture Group: ❑ 1 All Mill ❑ IV 55MPI @ 36" in reserve 7. Percolation test performed: [I Yes El No If yes, provide additional data on percolation test results. Name and title of ev ator: Thomas Graham Hogge, OSE Signature: El Site approved:m°-° (describe dispersal area, e.g. absorption trenches) dispersing Septic tank effluent (proposed level of treatment at time of evaluation) to be placed at 42 (inches) depth at site designated on permit. Site provides a total of 8,000+ square feet of absorption area for primary and reserve (if applicable). © Site disapproved: Reasons for rejection (check all that apply) 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 seasonal water table. 4. ❑ Rates of absorption too slow. 5. ❑ Insufficient area of acceptable soil for required absorption area, and/or reserve area 6. ❑ Proposed system too close to well. 7. ❑ Other (specify) 7 his form contains personal information subject to disclosure under the Freedom of Ioformatioo Act. Revised 12/l/2014 Page C� of 5 Date of Evaluation: 831-21 Profile Description SOIL EVALUATION REPORT Property ID: P1O�etltlha dw'7-16.ApYVPc—b, Where the local health department conducts the soil evaluation the location of profile holes may be shown on the schematic drawing on the construction permit or the sketch submitted with the application. If soil evaluations are conducted by a private Onsite Soil Evaluator or Professional Engineer, location of profile holes and sketch of the area investigated including all structural featum (i.e. sewage disposal systems, wells, etc.) within 100 feet of the site and reserve site shall be shown on the reverse side of this page or prepared on a separate page and attached to this form. AUGER BORINGS ❑ See application sketch ❑ See Construction Permit N See sketch on reverse side or page attached to this form. Hole # Horizon Depth Inches Description of color, texture, etc. Texture Group 1 A 04 10 YR 5/4 yellowish brown loam 2 RESERVE Bt 4-30 2.5 YR 4/8 red, light, liable clay loam 3 C 30-60 10 YR 6/6 brownish yellow loam saprolite, variegated with 2 10 YR 7/8 yellow and 10 YR 813 very pale brown 2 j A j 04 10 YR 514 yellowish brown loam 2 RESERVE E 4-12 10 YR e/4 light yellowish brown loam 2 Bt 12-M 2.5 YR 418 red day loam with mottles of 7.5 YR 7/8 reddish yellow; several 3 small, subround cobbles C 3448 10 YR 616 brownish yellow loam, variegated with 10 YR 7/8 yellow 2 and 10 YR 813 very pale brown; auger refusal at 48'; felt like loose rock 3 A 04 10 YR 4/3 brown loam 2 PRIMARY E 4.12 10 YR 5/6 yellowish brown sandy clay loam 2 Bt 12-M 2.5 YR 418 red, light, friable clay loam 3 C 36-60 2.5 Y 6/4 light yellowish brown loam saprolite; friable. with 10 YR all white; few day 2 films of 5 YR 5/8 yellowish red 4 A 04 10 YR 413 brown loam 2 PRIMARY E 4-11 10 YR 614 light yellowish brown loam 2 Bt 11-36 2.5 YR 4/8 red, light, friable day loam 3 CBt 3644 5 YR 518 yellowish red, friable sandy day loam saprolite with 7.5 YR 7/8 reddish yellow 2 C 44-60 2.5 Y 614 light yellowish brown loam saprolite; friable, with 10 YR all white: few day 2 films of 5 YR 5/8 yellowish red 5 A 04 10 YR 4/3 brown loam 2 PRIMARY E 4-8 10 YR 6/4 light yellowish brown loam 2 Bt 8J0 2.5 YR 418 red, light, friable clay loam 3 C 30.66 7.5 YR 518 strong brown, friable loam saprolite with 7.5 YR 8/6 reddish yellow 2 REMARKS: Al row-chroma cdors noted above wem td is in nature This form contains personal information subject to disclosure under the Freedom of Information Act Revised 12/1/2014 \ DRNFLD 1 / � 2nd DRNFLD � 0:Z0ZW o� yyW 4 BOUNDARY INSERT N TMP 17-16 JOHN W. FINLEY DB 5461 PG 304 ZONED: RA PROPOSED SUBDIVIDED I TMP 17-t6 JOHN W. FINLEY DS 5461 PG 3D4 ZONED: RA PROPOSED SUBDMDED W 2 .:I 2I "�� HOLE OFC4 1 HOLE DFC3 Z&5 / \ / ORE HOLE I O 04.2� 09.89 �89HOLE DFCi p / o � ` RE HOLE DFC2 9.53 O F�yCH OF PLAT SHOWING SECOND DRAINFIELD a Qj MAP OF — DIVISION OF THE1JOHN W. FINLEY PROPERTYENcreERs SURVEYORS WHITE HALL MAGISTERIAL DISTRICT PLANNLR3 ALBEMARLE COUNTY, VIRGINIA A SSOCTATES 1i.1 SCALE i"50' DRAWN BY SHEET' WYVA NUMBER,,ew.e m_ - - PI a�a. ,z.mnu Pi _ 41 s 7700 care a9/to/2a2t ose z of 2 217a69.oa /-5 Design Basis A. Estimated Percolation Rate (Minutes per inch) Design Calculations Proposed Division of Tax Map 17-16 Albemarle County, VA PRIMARY DRAINFIELD 0 @ r 42" B. Trench bottom square feet Required per Bedroom (from Table 5.4) based on Y Gravity ❑ LPD ❑ other: EZ FLOW, PER GMP 135.A C. Number of Bedrooms Area Calculations: D. Length of Trench (ft.) E. Length of Available Area (ft.) F. Width of Trench (ft.) G. Number of Trenches H. Center -to -center spacing (ft.) I. Width required (ft.) J. Width of available area (ft.) K. Total square footage required L. Square footage in design M. Is a reserve area required? 85 88 `J 0 0 84 Including reserve 1648 1785 yes See next page Page -yof 5 Page 5015 Design Basis A. Estimated Percolation Rate (Minutes per inch) Design Calculations Proposed Division of Tax Map 17-16 Albemarle County, VA RESERVE DRAINFIELD 0 @ 36" B. Trench bottom square feet 221 (150GPD/0.68 GPD PER SQ. FT.) Required per Bedroom (from Table 5.4) based on ❑ Gravity ❑ I.VD D other: 'TL-3 EFFLUENT TO GRAVITY -DOSED TRENCHES, PER 12 VAC 5-613-10, REGULATIONS FOR ALTERNATIVE ONSITE SEWAGE SYSTEMS. IN ACCORDANCE WITH GMP 156, TL-3 EFFLUENT MUST BE PROVIDED BY AN APPROVED PROPRIETARY NITROGEN REMOVAL TREATMENT UNIT, PROVIDING A NET TOTAL NITROGEN REMOVAL (AT THE PROJECT BOUNDARY) OF 50%. C. Number of Bedrooms Area Calculations: D. Length of Trench (ft.) E. Length of Available Area (ft.) F. Width of Trench (ft.) G. Number of Trenches H. Center -to -center spacing (ft.) I. Width required (ft.) J. Width of available area (ft.) K. Total square footage required L. Square footage in design 0 100 1 0 0 0 84 Including primary 89 884 900 Note: alternative reserve is primarily based on limited space within the staked footprint. Whenever the reserve is actually needed, it is likely that a conventional reserve can be designed, by looking elsewhere on the property. Page B of (O OSE/PE Report For: Construction ® Repair ® Voluntary Upgrade Permit Permit Permit 0 Certification Letter Subdivision Approval Property Location: 911 Address: City: Lot Section Subdivision GPIN or Tax Map # 17-16 Health Dept ID # Latitude Longitude Applicant or Client Mailing Address: Name: John Finley Street: 6022 Utah Ave NW City: Washington State DC Zip Code 20015-1619 Prepared by: OSE Name Thomas G. Hogge License # 1940-001091 Address PO Box 418 City Ruckersville State VA Zip Code22968 PE Name License # Address City State Zip Code Date of Report OSE/PE Job # Date of Revision #1 Date of Revision #2 Contents/Index of this report (e.g., Site Evaluation Summary, Soil Profile Descriptions, Site Sketch, Abbreviated Design, etc) 1-Cove, 2,3-Site and Soil Evaluation Report 4-Site Sketch 5,6-Design Calculations Certification Statement I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the applicable provisions of the Sewage Handling and Disposal Regulations (12 VAC5-610), the Private Well Regulations (12 VAC5-630), the Regulations for Alternative Onsite Sewage Systems (12VAC5-613) 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.A.11 I recommend that a (select one): construction permit [] certification letter ® subdivision approval i]be (select one) Issued El .7pairpermitA❑ voluntary upgrade El Denied ❑ • ��/�!�'i7%!!lam IM This form contains personal information subject tdU/sclosure under the Freedom of Information Act. Revised 12/1/2014 Site and Soil Evaluation Report Page -0? of VDH Use Only HDIN: General Information Date: Albemarle County Health Department Owner: John Finley Phone: Owner Address: Property Address: Tax Map/GPIN #: 17-16 Subdivision: Section: Block: Lot: Soil Information Summary 1. Position in landscape satisfactory: 9 Yes ❑ No Describe landscape position: Sideslope 2. Slope: 8 /. 30" in reserve; probably loose rock 3. Depth to rock/impervious strata: Max. 60+ in. Min. 45 in. ❑ Not observed 4. Free Water Present: ❑ Yes ■ No Range in inches: 5. Depth to seasonal water table (gray mottling or gray color): inches 9 Not observed 6. Soil percolation rate estimated: ®Yes ❑ No Estimated rate: 65 min/in at 24 inches depth Texture Group: 111 N 11 N 111 ❑ IV 65 mpi @ 18" in reserve 7. Percolation test performed: ❑ Yes El No if yes, provide additional data on percolation test results. Name and title ofev tor: Thomas Graham Hogge, OSE Signature: El Site approved: Absorption trenches (describe dispersal area, e.g. absorption trenches) dispersing Septic tank effluent (proposed level of treatment at time of evaluation) to be placed at 24 (inches) depth at site designated on permit. Site provides a total of 10,000+ square feet of absorption area for primary and reserve (if applicable). ❑ Site disapproved: Reasons for rejection (check all that apply) 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 seasonal water table. 4. ❑ Rates of absorption too slow. 5. ❑ Insufficient area of acceptable soil for required absorption area, and/or reserve area 6. ❑ Proposed system too close to well. 7. _ ❑ Other (s i ) This form contains personal information subject to disclosure under the Freedom of Information Act. Revised 12/1/2014 Page .3 of Date of Evaluation: 8.31-21 Profile Description SOIL EVALUATION REPORT Property ID: PIW—I. -e7M 1716. NWMSner uny Where the local health department conducts the soil evaluation the location of profile holes may be shown on the schematic drawing on the construction permit or the sketch submitted with the application. If soil evaluations are conducted by a private Onsite Soil Evaluator or Professional Engineer, location of profile holes and sketch of the area investigated including all structural features (i.e. sewage disposal systems, wells, etc.) within 100 feet of the site and reserve site shall be shown on the reverse side of this page or prepared on a separate page and attached to this form. AUGER BORINGS ❑ See application sketch ❑ See Construction Permit ® See sketch on reverse side or page attached to this form. Hole # Horizon Depth (inches) Description of color, texture, etc. Texture Group 1 A 0-4 10 YR 3/3 dark brown loam, organics 2 RESERVE E 4.8 10 YR 6/4 light yellowish brown loam 2 Bt 8-23 5 YR 416 yellowish red day loam 3 C 23.30 7.5 YR 5/8 strong brown loam saprolife, variegated with 7.5 YR 7/6 reddish yellow 2 and 2.5 Y 5/4 light olive brown; auger refusal at 30", likely loose rock 2 A 0-4 10 YR 4/1 dark gray loam, organics 2 RESERVE E 4-10 10 YR 6/4 light yellowish brown loam 2 Bt 10-38 2.5 YR 4/8 red, friable, micaceous day loam with mottles of 5 YR 7/8 reddish yellow 3 C 38-60 5 YR 5/8 yellowish red, friable loam sapro8te with 5 YR 718 reddish yellow 2 3 A 0-4 10 YR 3/3 dark brown loam, organics 2 PRIMARY I E 4-12 10 YR 6/4 light yellowish brown loam 2 at 12-32 10 YR 516 yellowish brown clay loam with many mottles of 10 YR 716 yellow 3 C 32-60 5 YR 518 yellowish red, friable loam saprolite with 5 YR 7/8 reddish yellow 2 4 A 0.6 10 YR 5A yellowish brown loam 2 PRIMARY E 6.12 10 YR 6/4 light yellowish brown loam 2 Bw 12.38 10 YR 5/6 yellowish brown loam 2 C 38-45 10 YR 8/3 very pale brown, friable sandy loam saprolite with 2.5 Y 5/3 light olive brown; 2 auger refusal at 45' 5 A 0-6 10 YR 5/6 yellowish brown loam 2 PRIMARY at 6-32 2.5 YR 4/8 red, friable clay loam 3 C 32-60 5 YR 518 yellowish red, friable loam saprolite with 5 YR 7/8 reddish yellow 2 REMARKS: This form contains personal information subject to disclosure under the Freedom of Information Act Revised 12/1/2014 i 1 m,X2 n ? TMP 17-25E1 1 n N MARK E. HENDERSON m PATRICIA P. HENDERSON DR 4732 PC 230 ZONED RA A Sife Sketch 5AD&vAe Pr�or� o A F N 10r."m c?r >< Res,,, A�/ Pr pow a U ,�y� D;V, Sion o� / /%%i� %77-�loj Z fi lbemarje �ovn��, VA m P14)- Dn Pr�r%, I TMP 17-16 JOHN W. FINLEY DB 5461 PO 304 ZONED: RA PROPOSED SUBDIVIDED 3 / / V Q N e I F 252.0' io 0a I a 71 \ E(\ OT PORE HOLE DFCI N\\ .\\ia�B2R74 0LE UFS\ \ 1 ��VVJJ��� �}�¢\ 296.1'� 0 1 elO�q`o�J0 \ BORE HOLE 13005 HE��DRCJc �Q 6� 66 � i70 o n TH OF PLAT SHOWING FIRST DRAINFIELD Q�Ih MAP OF DIVISION OF THE �s --� I r ENGINEERS JOHN W. FINLEY PROPERTY SURVEYORS Q EARL W. MOTTLEY w c Lic. Nu. 1625 WHITE HALL MAGISTERIAL DISTRICT PLANNERS ALBEMARLE COUNTY, VIRGINIA As W �1 O �9)' O� SCALE. 601. ORAIWN BY: SHEET WA NUMBER: P000=4uv 1040.1—oms Piwc y^ LveeM1bwg, VA I95V1 nauanlb.VAII9 U J ��I I;�i Y. --- __ PLovc; 4J4J16Wtl0 N., 4149N!21. DATE: 09/10/202/ DSB 1 OF 2 217069.04 It, Design Calculations Proposed Division of Tax Map 17-16 Albemarle County, VA PRIMARY DRAINFIELD Design Basis A. Estimated Percolation Rate (Minutes per inch) B. Trench bottom square feet Required per Bedroom (from Table 5.4) based on ® Gravity ❑ LPD ❑ other: EZ FLOW, PER GMP 135.A C. Number of Bedrooms Area Calculations: D. Length of Trench (ft.) E. Length of Available Area (ft.) F. Width of Trench (ft.) G. Number of Trenches H. Center -to -center spacing (ft.) I. Width required (ft.) J. Width of available area (ft.) K. Total square footage required L. Square footage in design M. Is a reserve area required? 100 100 LJ 0 0 93 Including reserve 97 1984 2100 yes See next page Page '5of 6 Page 6 of 6 Design Basis A. Estimated Percolation Rate (Minutes per inch) Design Calculations Proposed Division of Tax Map 17-16 Albemarle County, VA RESERVE DRAINFIELD 65 @ T B. Trench bottom square feet 263 (150GPD/0.57 GPD PER SQ. FT.) Required per Bedroom (from Table 5.4) based on ❑ Gravity ❑ LPD 2 other: *TL.3 EFFLUENT TO GRAVITY -DOSED TRENCHES, PER 12 VAC 5-613-10, REGULATIONS FOR ALTERNATIVE ONSITE SEWAGE SYSTEMS. IN ACCORDANCE WITH GMP 156, TL-3 EFFLUENT MUST BE PROVIDED BY AN APPROVED PROPRIETARY NITROGEN REMOVAL TREATMENT UNIT, PROVIDING A NET TOTAL NITROGEN REMOVAL (AT THE PROJECT BOUNDARY) OF 50%. C. Number of Bedrooms Area Calculations: D. Length of Trench (ft.) E. Length of Available Area (ft.) F. Width of Trench (ft.) G. Number of Trenches H. Center -to -center spacing (ft.) L Width required (%) J. Width of available area (ft.) K. Total square footage required L. Square footage in design 100 100 0 0 93 Including primary 9� 1052 1200 Note: alternative reserve is based on shallow rock encountered in boring 1 only. Whenever the reserve is actually needed, it is likely that a conventional reserve can be designed, either by looking elsewhere on the property, or performing a new soil evaluation with a backhoe. Page. > of _ OSE/PE Report For: ® Construction ® Repair ❑ Voluntary Upgrade Permit Permit Permit Certification Letter Subdivision Approval Property Location: 911 Address: City: Lot Section Subdivision GPIN or Tax Map # 17-16 Health Dept ID # Latitude Longitude Applicant or Client Mailing Address: Name: John Finley Street: 6022 Utah Ave NW City: Washington State DC Zip Code 20015-1619 Prepared by: OSE Name Thomas G. Hogge License # 1940-001091 Address PO Box 418 City Ruckersville State VA Zip Code 22968 PE Name License # Address City State Zip Code Date of Report 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) 1-Ca x 2,3-Site and Soil Evaluation Report 4-Site Sketch 5,6-Construction Drawing Certification Statement I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the applicable provisions of the Sewage Handling and Disposal Regulations (12 VAC5-610), the Private well Regulations (12 VACS-630), the Regulations for Alternative Onsite Sewage Systems (12VAC5-613) 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. 17The 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.A.11 I recommend that a (select one): construction permit ❑certification letter ❑ subdivision approval I]be (select one) Issued ❑'- .1pair permit ❑ voluntary upgrade ❑ Denied ❑ OSE/PE Signature Date g- /9-a This form contains personal information subject to d1selbsure underthe Freedom of Information Act. Revised 12/1/2014 Site and Soil Evaluation Report Page -0? of VDH Use Only HDIN: General Information Date: Albemarle County Health Department Owner: John Finley Phone: Owner Address: Property Address: Tax Map/GPIN #: 17-16 Subdivision: Section: Block: Lot: Soil Information Summary 1. Position in landscape satisfactory: 9 Yes ❑ No Describe landscape position: Sideslope 2. Slope: 8 /. 30" in reserve; probably loose rock 3. Depth to rock/impervious strata: Max. 60+ in. Min. 45 in. ❑ Not observed 4. Free Water Present: ❑ Yes ■ No Range in inches: 5. Depth to seasonal water table (gray mottling or gray color): inches 9 Not observed 6. Soil percolation rate estimated: ®Yes ❑ No Estimated rate: 65 min/in at 24 inches depth Texture Group: 111 N 11 N 111 ❑ IV 65 mpi @ 18" in reserve 7. Percolation test performed: ❑ Yes El No if yes, provide additional data on percolation test results. Name and title ofev tor: Thomas Graham Hogge, OSE Signature: El Site approved: Absorption trenches (describe dispersal area, e.g. absorption trenches) dispersing Septic tank effluent (proposed level of treatment at time of evaluation) to be placed at 24 (inches) depth at site designated on permit. Site provides a total of 10,000+ square feet of absorption area for primary and reserve (if applicable). ❑ Site disapproved: Reasons for rejection (check all that apply) 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 seasonal water table. 4. ❑ Rates of absorption too slow. 5. ❑ Insufficient area of acceptable soil for required absorption area, and/or reserve area 6. ❑ Proposed system too close to well. 7. _ ❑ Other (s i ) This form contains personal information subject to disclosure under the Freedom of Information Act. Revised 12/1/2014 Page .3 of Date of Evaluation: 8.31-21 Profile Description SOIL EVALUATION REPORT Property ID: PIW—I. -e7M 1716. NWMSner uny Where the local health department conducts the soil evaluation the location of profile holes may be shown on the schematic drawing on the construction permit or the sketch submitted with the application. If soil evaluations are conducted by a private Onsite Soil Evaluator or Professional Engineer, location of profile holes and sketch of the area investigated including all structural features (i.e. sewage disposal systems, wells, etc.) within 100 feet of the site and reserve site shall be shown on the reverse side of this page or prepared on a separate page and attached to this form. AUGER BORINGS ❑ See application sketch ❑ See Construction Permit ® See sketch on reverse side or page attached to this form. Hole # Horizon Depth (inches) Description of color, texture, etc. Texture Group 1 A 0-4 10 YR 3/3 dark brown loam, organics 2 RESERVE E 4.8 10 YR 6/4 light yellowish brown loam 2 Bt 8-23 5 YR 416 yellowish red day loam 3 C 23.30 7.5 YR 5/8 strong brown loam saprolife, variegated with 7.5 YR 7/6 reddish yellow 2 and 2.5 Y 5/4 light olive brown; auger refusal at 30", likely loose rock 2 A 0-4 10 YR 4/1 dark gray loam, organics 2 RESERVE E 4-10 10 YR 6/4 light yellowish brown loam 2 Bt 10-38 2.5 YR 4/8 red, friable, micaceous day loam with mottles of 5 YR 7/8 reddish yellow 3 C 38-60 5 YR 5/8 yellowish red, friable loam sapro8te with 5 YR 718 reddish yellow 2 3 A 0-4 10 YR 3/3 dark brown loam, organics 2 PRIMARY I E 4-12 10 YR 6/4 light yellowish brown loam 2 at 12-32 10 YR 516 yellowish brown clay loam with many mottles of 10 YR 716 yellow 3 C 32-60 5 YR 518 yellowish red, friable loam saprolite with 5 YR 7/8 reddish yellow 2 4 A 0.6 10 YR 5A yellowish brown loam 2 PRIMARY E 6.12 10 YR 6/4 light yellowish brown loam 2 Bw 12.38 10 YR 5/6 yellowish brown loam 2 C 38-45 10 YR 8/3 very pale brown, friable sandy loam saprolite with 2.5 Y 5/3 light olive brown; 2 auger refusal at 45' 5 A 0-6 10 YR 5/6 yellowish brown loam 2 PRIMARY at 6-32 2.5 YR 4/8 red, friable clay loam 3 C 32-60 5 YR 518 yellowish red, friable loam saprolite with 5 YR 7/8 reddish yellow 2 REMARKS: This form contains personal information subject to disclosure under the Freedom of Information Act Revised 12/1/2014 i 1 m,X2 n ? TMP 17-25E1 1 n N MARK E. HENDERSON m PATRICIA P. HENDERSON DR 4732 PC 230 ZONED RA A Sife Sketch 5AD&vAe Pr�or� o A F N 10r."m c?r >< Res,,, A�/ Pr pow a U ,�y� D;V, Sion o� / /%%i� %77-�loj Z fi lbemarje �ovn��, VA m P14)- Dn Pr�r%, I TMP 17-16 JOHN W. FINLEY DB 5461 PO 304 ZONED: RA PROPOSED SUBDIVIDED 3 / / V Q N e I F 252.0' io 0a I a 71 \ E(\ OT PORE HOLE DFCI N\\ .\\ia�B2R74 0LE UFS\ \ 1 ��VVJJ��� �}�¢\ 296.1'� 0 1 elO�q`o�J0 \ BORE HOLE 13005 HE��DRCJc �Q 6� 66 � i70 o n TH OF PLAT SHOWING FIRST DRAINFIELD Q�Ih MAP OF DIVISION OF THE �s --� I r ENGINEERS JOHN W. FINLEY PROPERTY SURVEYORS Q EARL W. MOTTLEY w c Lic. Nu. 1625 WHITE HALL MAGISTERIAL DISTRICT PLANNERS ALBEMARLE COUNTY, VIRGINIA As W �1 O �9)' O� SCALE. 601. ORAIWN BY: SHEET WA NUMBER: P000=4uv 1040.1—oms Piwc y^ LveeM1bwg, VA I95V1 nauanlb.VAII9 U J ��I I;�i Y. --- __ PLovc; 4J4J16Wtl0 N., 4149N!21. DATE: 09/10/202/ DSB 1 OF 2 217069.04 It, Design Calculations Proposed Division of Tax Map 17-16 Albemarle County, VA PRIMARY DRAINFIELD Design Basis A. Estimated Percolation Rate (Minutes per inch) B. Trench bottom square feet Required per Bedroom (from Table 5.4) based on ® Gravity ❑ LPD ❑ other: EZ FLOW, PER GMP 135.A C. Number of Bedrooms Area Calculations: D. Length of Trench (ft.) E. Length of Available Area (ft.) F. Width of Trench (ft.) G. Number of Trenches H. Center -to -center spacing (ft.) I. Width required (ft.) J. Width of available area (ft.) K. Total square footage required L. Square footage in design M. Is a reserve area required? 100 100 LJ 0 0 93 Including reserve 97 1984 2100 yes See next page Page '5of 6 Page 6 of 6 Design Basis A. Estimated Percolation Rate (Minutes per inch) Design Calculations Proposed Division of Tax Map 17-16 Albemarle County, VA RESERVE DRAINFIELD 65 @ T B. Trench bottom square feet 263 (150GPD/0.57 GPD PER SQ. FT.) Required per Bedroom (from Table 5.4) based on ❑ Gravity ❑ LPD 2 other: *TL.3 EFFLUENT TO GRAVITY -DOSED TRENCHES, PER 12 VAC 5-613-10, REGULATIONS FOR ALTERNATIVE ONSITE SEWAGE SYSTEMS. IN ACCORDANCE WITH GMP 156, TL-3 EFFLUENT MUST BE PROVIDED BY AN APPROVED PROPRIETARY NITROGEN REMOVAL TREATMENT UNIT, PROVIDING A NET TOTAL NITROGEN REMOVAL (AT THE PROJECT BOUNDARY) OF 50%. C. Number of Bedrooms Area Calculations: D. Length of Trench (ft.) E. Length of Available Area (ft.) F. Width of Trench (ft.) G. Number of Trenches H. Center -to -center spacing (ft.) L Width required (%) J. Width of available area (ft.) K. Total square footage required L. Square footage in design 100 100 0 0 93 Including primary 9� 1052 1200 Note: alternative reserve is based on shallow rock encountered in boring 1 only. Whenever the reserve is actually needed, it is likely that a conventional reserve can be designed, either by looking elsewhere on the property, or performing a new soil evaluation with a backhoe. LINE TABLE LINE LENGTH BEARING Ll 87.19 S85°27'54"E L2 52.59 N63045'02"E L3 79.09 N55°50'17"E L4 91.63 S50°05'39"W L5 94.35 N3804609"W L6 137.16 N64039'03"W L7 41.24 S46055'20"W L8 58.00 S27°34'51"W L9 54.06 S58018'39"W L10 9629 S28015'14"W Lll 41.70 S58°36'38"W L12 59A6 S32018'51"W L13 79.15 S66°41'31"W L14 57.85 S63057'36"W L15 M34 N65°50'09"W L16 12.17 S78059'10"W L17 56.69 S78°59'10"W Ll8 128.60 N60020'54"W L19 127.31 N83046'06"W L20 139.95 N6104Y35"W L21 88.96 S79018'27"W L22 106.11 N72'34'06"W L23 78.33 N39°59'15"W L24 208.98 N50043'42"W L25 341.90 N87°0522"W L26 15025 NOl'25'01"W L27 51.71 N20029'46"W L28 56.37 N37°00'06"W 729 65.60 N23°55'46"W E30 56.33 N32027'44"E L31 88.59 Nl8°54'14"E L32 27.15 N30°08'56"W L33 32.89 N50056'56"W L34 13.00 S37°26'14"W L35 193.88 N56018'56"W L36 106.62 S37012'29"W L37 129.80 S53036'05"W L38 117.01 S08'00'29"E L39 36.07 S24'1038"W L40 87.19 S75'29'56"W L41 115.94 563°4734"W L42 88.62 N84°59'07"W L43 95.51 S75028'05"W L44 38.59 N63°12'48"W L45 87.25 N39°15'28"W L46 59.48 N13°58'53"E L47 141.60 NIM'27"W L48 211.85 NI2'08'46"W L49 93.02 N03042'26'T L50 19435 N19°23'36"E i IMP 17 5B2 �r CIIFJR LLC D.B. 4566 P. 444 ZONED: RAWATER 1 PROTECTIO TMP 17-2, J �RDINAN i IX CHRLES H. FOSTER, JA, TRUSTEE STREAM B FER CHARLES H. FOSTER, SR Q P R TRUST � � ' TMP 17-25E1 D.B. NEI P. A / IMP 17-25B1 \ MARK E. HENDERSON ZONI?D: RA / M. EVAN LINDSAY PATRICIA P. HENDERSON OR NNCY J. COX D.B. 4732 P. 230 D.B. 3164 P. 283 ZONED: RA li ST RTE 667 CATTERTON ROAD 30' PP.ESCRP'TIVE EASEMENT PF \ / ZONED:RA \ TMP 17- MAE E. FINLEY &THE WH.LIAM W. FINLEYFINLSR. o WATER PROTECTION ORDINANCE / \ STREAM BUFFER IS ESTATE D.B. 5101 P. 311 ° O1 ZONED: RA TMP 17-25E3 MAE E. FINLEY & THE \ OF WILLIAM W. FINLEY JR. ESTATE N Q 0 a. N or u A W. (S681350'6 T (871150.74' E) ( 6110' E) (S16°38'22"E 29.56 (SS 85v /G1005TO6"W ` 62 04' ( S16041W-W) 43.20' (S05°4T51"W) 60.72' w o- D.B. 5101 P. 311 \\ rc N M1, Ss3 (S40°oroo"E)' ZONED: RA \ 129.38' Q 4OS90R'A \ \ /TNT 17-15 \ b / ,�¢ e IPF \ IFF LS663 EMERY O. CLARKSON r� •WELL / �` �7 i0¢9¢ PROP D ° 'SS' IPF D.S. 361 P. 227 \WELL \ ZONED:RA �_� WATER WATER _/ AREA 7So3 / IMP 17-22B PROTECTION ORDINANCE ORDINANCE 1p56"V'' 9W6S t\ APPRoxlwmI nON SHIRLEY M. 4867 P. YLOR 133 ` STREAM BUFFER - STREAM BUFFER S37° - ( PROPOSED DB no e a e i D.B. NED; 133 0 DRamsl y ZONED: RA AREA HOROPOseD \' IMP 17-25D \ ./ I \ ® SNE ` BOBBYW.B. 147 P. 173 ORRIS / MARTIN D. & S 25E4ARAH KATZ - 7,4°5520"E Z¢7 y5 \ e Y TMP 17-22B1 \ IPF ZONED: RA D.B. 5473 P. 272 / � \ / \ IPZS /a NE DAVIS OPRING / / \ WATER SHELBY14 P. / FLOOD ZONE "A" ZONED: RA \ �ROTECTTON / \ IPF o D.B. 1914 P. 405 100 YEAR FLOOD PLAIN ORDINANC ZONED: RA 527, STREAM /J 28 27" q"E ` ` W 3Lo?6 / \ oo-b�b / L50 28 .28' TMP 17-16A / / / - 03 p0.O6'F' / \\ y"4' ALISON E. BREAUD / / KENETH EDWARD WAVELL, III PETER A DD l/ D.B. 4546 P. IS L �OgC 389 RBW Lpa6 / 27 ZONED: RAJPF p5'o6''E til IPF D.B. 4842 42 P. P. BY A / y \ ZONED: RA L49 ! ry 554�7'02„E L �5 l 31 / % Z 111 \ \ �x ,c \ 2 z z4.86' r \ 11 /� S84°29'Ol"E TMP 17-I6C 1 KE NETH WAVEL ,III aR��c l OBAR/1 1 L48 WA 4546 III A� �E%SiINC 20' WIOE RIGHT OF WAY / 3 1 D.B. 4546 P. IS L3 L35 ALONG EkISNNC ROAD DB 3191 Pg 498 RTENANT 1 (n 1 , / APPUTO I]-25E4 ZONED: RA L34 to a PPE )/ TMP 17-1 17-7-16 t \ S5/- FNO / JOHN W. FINLEY BE bb /L37/ ROM Bm IPF 3 OSILO / D.B. 4543 P. 90 FARM POND o q.,FW L2 jz // IPF PL33 / / D.B. 5461 Pg. 304 ' 1 D.E.5440 Pg. I(PLAT) NEW PARCEL A L E 1 L47 ' / ' I L3 / ZONED: RA 39.606 ACRES / PF e L38 / / / 74.606 ACRES (ORIGINAL TMP I7-16) SPILLWAY I� 4292W I !-39.606 ACRES (PARCEL A) 3 PF BEM / O 3 II{{ L3 y 35.000 A TOTAL -,^, n LS O\I A6 L40 39 I ; 29 \ • wE36 BARx q I 5` ay / 117 ��bd. 1 q \ L41-i L28 \ \ I LS 11122. 6. 6 y, ' L45 L43 / S 7 L9 N MP 17-I6G PF L44 L42 / / \� ` owEc'w/eASEE. I /LI. SUS ILLAN ➢U R SQS�'IU P LEGEND 3 \ \ I D.B. 193jY P. 439 137.16 IPS IRON PIN SET O TMP 17-16B 26 \ -�)'/- E� 1 Ll 7.oNj•,fD: RA pP9 J G. RICHARD & LI v IPF @ IRON PIN FOUND \ LINDA K. BARR IMP 17-17B I _ 175 O• C 0CNICKEN KOUSE 1 HE TRUSTEES OF THE KATHERINE 1. BEARD / _ _ - \ Ff( 1 LIY 5361949'£ / o PROPERTY CORNER �l BARA FAMILY TRUST BEARD TRUSTEE OF THE - PINEY ---�� \ 1 L14 Id1.8T V DZOED: RA 3 / KATHERINE 1. B PARD TRUST I CREEK \ \ \ \ F,•% ��bOr Gti4 / p0Y4 E) PIPE FOUND 375 ZONED: RA L24 \ \ Y SI`• 6 A�I.E FOUND 20 FREE UNIONROAD41 - ---�� \ i \ / \•�y' 4. 5� / F 30'PRESCRIPTIVEEASEMENT ' \ L23 \ \ _ 4����y S'�-"d/� POWER POLE S FLOOD ZONE "A" \\ \ o / SVE 104.28' s_ �9 tip t� _OH CAB- OVERHEAD CABLE \ _ 100 YEAR FLOOD PLAIN\\ L22 L 2 11 12� y� L19 IPF IPF O 20' ♦O G - OH TELE - OVERHEAD TELEPHONE \ ` - OH E- OVERHEAD ELECTRIC IMPt7a7 j Lts 1,17 L15 PROPERTY LINE IPF PETER STOUDT .99, v & ALICE HANDY STOUDT / ` L16 40' W. SNAG �i-ii�� FENCE LINE O D.S. 4142 P. 253 L ZONED:RA S. �_�w. OAK \ TM17-22 \ � PHYLLIS S. FONTANA \ C IRS UNDER THE G TRUST PHYLLIS S. FONTANA LIVINGTRUST \` U I D O ED: RA 0 J o IF THIS DRAWING IS A REDUCTION O G'f w ENGINEERS PLAT SHOWING DIVISION OF THE GRAPHIC SCALE MUST BE USED 2 Q rJ EARL W. MOTrLEY y ffmSURVEYORS PROPERTY OF JOHN W. FINLEY SCALE: 1 " = 200' Lie. No. 1625 PLANNERS WHITE HALL MAGISTERIAL DISTRICT J t ASSOCIATES ALBEMARLE COUNTY, VIRGINIA .� PO Box 4119 3040 AvMm Sq Place 200' 0 200' �� ii `L LY chburg.VA24502 Chalarce N .VA22911 SURVEYED: FEBRUARY 16, 2021 `T SR-, Pho.e: 434.316.6080 P6mm: 434.984.2700 www.wwaaociatu.net 1500111 REVISED: JUNE 9, 2021 SHEET: 2OF2 DRAWN BY: EWM