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HomeMy WebLinkAboutSUB202200002 Approval - Agencies 2022-07-12VDHRGINIA OFIHEALMH DEPARTMENT Protecting You and Your Environment July 12, 2022 Mariah Gleason Senior Planner II Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902 Albemarle County Health Department 1138 Rose Hill Drive Charlottesville, VA 22903 (434) 972-6219 Voice (434) 972-4310 Fax APPROVED RE: Review of Proposed Subdivision Plat and attached Soils Information for Individual Onsite Sewage Systems as part of a division of Tax Map 35 Parcel 38A located in Albemarle County, Virginia. Dear Ms. Gleason: On January 24, 2022 the County of Albemarle requested the Virginia Department of Health (via the Albemarle County Health Department) review the proposed subdivision plat identified above and on July 11, 2022, the Albemarle County Health Department received the necessary documents for processing. 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 G. Hogge; Onsite Soil Evaluator Number 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. Sincerely, Josh Kirtley Environmental Health Technical Consultant Onsite Sewage and Water Programs Blue Ridge Health District COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, Room 227 Charlottesville, Virginia 22902-4596 Phone (434) 296-5832 January 24, 2022 Michele Napper Virginia Department of Health 1138 Rose Hill Drive Charlottesville, VA 22906 RE: SUB2022-00002 Two Lot Division - TMP 35-38A — Final Plat Dear Ms. Napper: The County of Albemarle has received application to develop/subdivide Tax Map 35, Parcel 38A. 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 which comply with the provisions of Chapter 18, Sections 4.2.2, 4.2.3, 4.2.4, and Chapter 14, Sections 14-309 and 14-310 of the Albemarle County Code. Should you have any comments please feel free to contact me. Sincerely, ff% Mariah Gleason Senior Planner II Department of Cotmnunity Development Phone: (434) 296-5832 ext. 3097 OSE/PE Report For: ❑ Construction ❑ Repair ❑ Voluntary Upgrade Permit Permit Permit ❑ Certification Letter Page / of W Subdivision Approval Property Location: 911 Address: CIA Lot Section Subdivision GPIN or Tax Map # 35-38A (Residue) Health Dept ID # Latitude Longitude Applicant or Client Mailing Address: Name: Mattie W. Williams Street: 5482 Stony Point Road City: Barboursville State VA zip Code 22923 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 2 / Date of Revision #1 OSE/PE Job # Date of Revision #2 Contents/Index ofthis report (e.g., Site Evaluation Summary, Soil Profile Descriptions, Site Sketdi, Abbreviated Design, etc) 1�w E(Men CexMe 2,3-Site and Soll Evaluation Report 4-Site Sketch 5-Copy of Plat Certification Statement I herebycertify that the evaluations and/ordeslgns contained herein were conducted In accordance with the applicable provisions of the Sewage Handling and Disposal Regulations (12 VACS-610), the Private Well Regulations (12 VACS-630), the Regulations for Alternative Onsite Sewage Systems (12VACS-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 Iicensure 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 LY the exemption in Code of Virginia Section S4.1-402.A.11 I recommend that a (select one). construction permit ❑ certification letter [] subdivision approval Elbe (select one) Issued 1� permit voluntary upgrade ❑ Denied ❑ OSE/PE Signature sJ�l1_LX/XI �--- Date v L/ - This fomr contains personal information subject told9closurc under the Freedom of Information Act. Revised 12/l/2014 Site and Soil Evaluation Report Page Zof VDB Use Only HDIN: General Information Date: / Z- 3- 2 / abomeft County Health Department Owner: Mattie W. Williams Phone: Owner Address: Property Address: Tax Map/GPIN #: 35-38A (Residue) Subdivision: Section: Block: Lot: Soil Information Summary 1. Position in landscape satisfactory: 0 Yes ❑ No Describe landscape position: Sideslope 2. Slope: 13 % 3. Depth to rock/impervious strata: Max. 60+ in. Min. 60+ in. INNot observed 4. Free Water Present: ❑ Yes N No Range in inches: 5. Depth to seasonal water table (gray mottling or gray color): _ inches N Not observed 6. Soil percolation rate estimated: B Yes ❑ No Estimated rate: 65 min/in at 36 inches depth Texture Group: ❑ 1 ❑ II B ❑I ❑ rV 7. Percolation test performed: ❑ Yes EJ No If yes, provide additional data on percolation test results. Name and title of eva tor: Thomas Graham Hogge, OSE Signature: Site approved: nbomum aencee, (describe dispersal area, e.g. absorption trenches) dispersing Septic tank effluent (proposed level of treatment at time of evaluation) to be placed at 65 (inches) depth at site designated on permit. Site provides a total of 4,500 square feet of absorption area for primary and reserve (if applicable). ❑ Site disapproved: Reasons for rejection (check all that apply) I. ❑ 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. ❑ Others cif This form contains personal information subject to disclosure under the Freedom of Information Act. Revised 12JI12014 Pase 3 of G Date of Evaluation: 9•15-2t Profile Description SOIL EVALUATION REPORT Property ID: TM 35-38A (Residue) Where the local health department conducts the soil evaluation the location of profile holes maybe 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 k Horizon Depth aches Description of color, texture, etc. Texture Grout) 1 A 05 5 YR 4/6 yellowish red sandy clay loam 2 at 6.48 10 R 418 red silly day loam 3 Cat 48-60 2.6 YR 418 red silty day loam greenstone saluobte with 10 YR 618 bownlsh yellow 3 2 A 0-4 5 YR 4/e yellowish red sandy Gay loam 2 9l 4.42 2.5 YR 4/8 red, finable silty day loam w/ many mottles of 10 YR 6/8 brownish yellow 3 can 42-60 2.5 YR 410 red, light silty day foam to slit loam greenslone sapmlile wdh 10 YR 6/8 brownish yellow 3 3 Ap 0-8 5 YR 4/6 yellowish red sandy day loam 2 at 8-40 2 5 YR 4/8 red, friable silty clay loam w/ many mottles of 10 YR 6/8 brownish yellow 3 ct 40-60 7.5 YR 618 modish yellow silt loam greenslone saproiits, dense but friable, win 3 2.5 YR 418 red RE:1ARKS: Soil proilles are consistent with mapped Fau4uler This form comalm personal information subject to disclosure under the Freedom of Information Act. Revised 12/12D14 Page —�of Tax Map 35 j Parcel 38A ,3.68 Ac.(before division) _ess 2.95 Ac.(Parcel B) i 50.73 Ac.(Residue Total) UP SITE SKETCH SHOWING PROPOSED DIVISION OF TAX MAP 35-38A, ALBEMAR'LE COUNTY, VA MS is 5.6' from j PASTURE new property line E3:EPTIC FS ©-ol well _ wall ` FS ®I B;r�jU gravel PROPOSED F S drive SEPTIC PASTURE i *' ' �` ED " RESERVE W/ � BORINGS 1-3 wire cel B ��- �'7;p fence(tYP) J' r `90 UP, TP SLOG ®� DFC ' /- J. N+ PROPOSED PRIMAPN & RESERVE SEPTIC W/ BORINGS t-5 SCALE: too' I F 000�BLUE RIDGE JJ•• SOIL CONSULTING, INC. AUTHORIZED ONSITE SOIL EVALUATORS (AOSEs) J •' P.O. Box 418 Rutkenwlle. VA 22968 (43aj 995.27� •I 1b " a� 4 q/s S p8 aJgn yy 8vq �F�u1�b 0 5n y Sig k;iL;9 LLn \ K� �yyyyyy NV70[tl3Hy0H0�3N Vhall die VAC c a H Z tri O H DO %9 ¢V N ZW in rn FH>o r aZ¢ N i Ul 'too } 00¢ Z WZaow a � a CL 0 x V7 0 FL N j J> > m¢�Z H O W �' m F J a � I N Page & of 6 Design Calculations Tax Map 35-38A (Residue) Albemarle County, VA RESERVE FOR EXISTING DWELLING Design Basis A. Estimated Percolation Rate 65 @ 36" (Minutes per inch) B. Trench bottom square feet ass Required per Bedroom (from Table 5.4) based on ® Gravity ❑ LPD ❑ other. EZ FLOW, PFR GMP 135.A C. Number of Bedrooms 0 Area Calculations: D. Length of Trench (ft.) 60 E. Length of Available Area (ft.) 60+ F. Width of Trench (ft.) 0 G. Number of TrenchesL_ H. Center -to -center spacing (ft.) 1 1. Width required (ft.) 7g J. Width of available area (ft.) 75 IC Total square footage required 1a88 L. Square footage in design 1620 M. Is a reserve area required? I 0 Construction a Repair Permit Permit OSE/PE Report For: ❑ Voluntary Upgrade Permit Certification Letter Page l of 6 aSubdivision Approval Property Location: 911 Address: City: Lot Section Subdivision GPIN or Tax Map # 35-38A (Proposed Parcel B) Health Dept ID # Latitude Longitude Applicant or Client Mailing Address: Name: Mattie W. Williams Street: 5482 Stony Point Road City: Barboursville State VA Zip Code 22923 Prepared by: OSE Name Thomas G. Hogge License # 1940-001091 Address PO Box 418 City Ruckersville State VA Zip Code 22988 PE Name License If Address City State Zip Code Date of Report /Z ' B' Z 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-roar 6aergncmk iawm 2,3-Site and Soil Evaluation Report 4-Site Sketch 5-Copy of Plat 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 furthercertify 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 rode of Virginia Section 54.1-402.A.11 I recommend that a (select one): construction permit ❑certification letter © subdivision approval Elbe (select one) Issued IU r pir permit v❑ voluntary upgrade ❑ Denied ❑ OSE/PE Signature This form contains personal information subject to Date 12- 3- 2— / under the Freedom of Information Act. Revised 12/l/2014 Site and Soil Evaluation Report Page 2—of VDH Use Only HDIN: General Information Date: / Z- 3-ZJ A mmle __ County Health Department Owner: Mattie W. Williams Phone: Owner Address: Property Address: Tax Map/GPIN #: 35-38A (Proposed Parcel B) Subdivision: Section: Block: Lot: Soil Information Summary I. Position in landscape satisfactory: N Yes ❑ No Describe landscape position: Sideslope 2. Slope: 9 % 3. Depth to rockfimpervious strata: Max. 72+ in. Min. 60+ in. N Not observed 4. Free Water Present: ❑ Yes N No Range in inches: 5. Depth to seasonal water table (gray mottling or gray color):_ inches N Not observed 6. Soil percolation rate estimated: N Yes ❑ No Estimated rate: 75 min/in at 24 inches depth Texture Group: ❑ I ❑ ll W III ❑ IV 7. Percolation test performed: © Yes 0 No If yes, provide additional data on percolation test results. Name and title of ev or: Thomas Graham Hogge, OSE Signature: El Site approved: nnwnwon ftnt a (describe dispersal area, e.g. absorption trenches) dispersing Septic tank effluent (proposed level of treatment at time of evaluation) to be placed at a(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). 0 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) This form contains personal information subject to disclosure under the Freedom of Information Act. Revised 12/112014 Page 3 of 6 Date of Evaluation: 4-20-21 Profile Description SOIL EVALUATION REPORT Property jD: TM 35-38A, Proposed peace] Ir 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 N Sex sketch on reverse side or page attached to this form. Hole N Horizon Depth Inches Description of color, texture, etc. Texture Group 1 Ap 0-8 5 YR 4/6 yellowish red sandy day loam 2 all 8-24 2.5 YR 4/8 red, somewhat friable silty clay loam 3 Bt2 24-60 2.5 YR 4/8 red. silty day loam w/ mottles of 7.5 YR 618 reddish yellow, 10 YR 2/1 black (Mn Ox.) 3 2 _ Ap� 0-8 5 YR 4/6 yellowish red sandy clay loam 2 Btl 8-30 2.5 YR 418 red, somewhat dense but friable sllty day loam w/ mottles of 7.5 YR 6/8 reddish yellow _ 3 Bt2 30-60 2.5 YR 4/8 red, fight silty day loam w/ mottles of 7.5 YR 618 reddish yellow, 10 YR 2M black (Mn Ox.) 3 3 Ap 0-6 5 YR 4/6 yellowish red sandy clay loam 2 Bl1 &32 10 R 418 red, medium to heavy, somewhat friable silty clay loam w/mottles of 5 Y 614 pale olive 3 8t2 32-48 2.5 YR 4/8 red, light silly day loam w/ mottles or 7.5 YR 618 reddish yellow, 10 YR 211 black (Mn Ox.) 3 3 CBt 48-60 _ 2.5 Y 6/6 olive yellow, heavy silt loam; variegated w/ 2.5 YR 418 red, 10 YR 2/1 black (Mn.) 4 Ap 0-6 5 YR 4/6 yellowish red sandy clay loam 2 Btl 6-22 2.5 YR 418 red, somewhat dense but friable silty clay loam w/ mottles of 7.5 YR 6/8 reddish yellow 3 Bt2 22-36 2.5 YR 418 red, light silty clay loam w/ mottles of 5 Y 616 olive yellow 3 Ct 36-60 2.5 Y 6/6 olive yellow, heavy silt loam; variegated w/ 3 2.5 YR 4/8 red, 10 YR 211 black (Mn.) 5 Ap t}8 5 YR 4/6 yellowish red sandy clay loam 2 8l1 B-28 15 YR 4/6 yellowish red, light to medium silt loam w/ mottles of 2.5 Y 516light dive brown 3 Bt2 28-60 7.5 YR 4/6 strong brown, light silty clay loam w/ seams of sift loam: variegated w/ 3 2.5 Y 5/6 light olive brown, 5 YR 416 yellowish red Ct 60-72 7.5 YR 4/6 strong brown, medium silt loam; variegated wl 3 2.5 Y 6/6 light olive brown, 5 YR 4/6 yellowish red REMARKS: Soil profiles are conslstenlwah mapped Fauquier. This farm contains personal information subject to disclosure under the Freedom of Information Act. Revised 12/1/2014 Tax Map 35 Parcel 38A 13.68 Ac.(before division) -ess 2.95 Ac.(Parcel B) 50.73 Ac.(Residue Total) SITE SKETCH SHOWING PRO TAX MAP 35-38A, ALBEMAI MS is 5.6' from new property line B PASTURE cel B �7 Ir 0 Ir 9, c. u P. �!U� C)", Page Y of 46 X UP SED DIVISION OF COUNTY, VA PASTURE EPTIC 0 we will u F-3 F S- grovel PROPOSED drive SEPTIC RESERVEW/ ED BORINGS x-3 �N, Wre (typ) E E) C C 'XI x > TP ti DFC PROPOSED PRIMAR QFC &RESERVE SEPTICW/ BORINGS SCALE: x" = ioo' BLUE RIDGE SOIL CONSULTING, AUTHORIZED ONSITE SOIL EVALUATORS (AOSEs) PO.Box flB Ruckersmile. VA 22968 (434)9852780 En i- C RECORD HERMAN 8.8.395 P9.189 <77CehMO mF_mm ,^ a� cn g ::X) s Mi viol9 N qG i / 3JB3y, i O m �.x 23 �k, Gi \✓ q �m�� l9 / .3ig. 6£NIgBaia ga"a m yp syf\ 4 ni{ l 0 9n. 4Sg m @7 Z D 33 m C J�•6 rE qK � �3 ^ 3 < M m z O 1-I D PiaLYC K BYrJ d i b O ED n z Q m b 0 1 Sf1ffiL .�. agg mo�zm -�z Be No0o co K sr, �i+ iry�r InA�WW $p Tg u O < rn -1 Ul W fil Z.A m'AiSw� mmYm p 5 nsa3a g V3'N [1 r � ni D f/1 G] 0 ���Q G in 6 b i1 bl eBJi H O W L z Q68 ~ ; H QO C �bWb�i S r z ie a 5/& Page &Of — Design Calculations Proposed Division off of Tax Map 35-38A "Parcel B" Albemarle County, VA Design Basis A. Estimated Percolation Rate (Minutes per inch) B. Trench bottom square feet ssc Required per Bedroom (from Table 5.4) based on Q Gravity OVD El other: EZ FLOW, PER GMP 135.A C. Number of Bedrooms 0 Area Calculations: D. Length of Trench (ft.) r 100 E. Length of Available Area (ft.) 100 F. Width of Trench (ft.) 0 G. Number of Trenches H. Center -to -center spacing (ft.) I...�J I. Width required (ft.) r 102 (including reserve) J. Width of available area (ft.) 102 K. Total square footage required 1788 L. Square footage in design 1800 M. Is a reserve area required? es 100% reserve is provided Within the staked footprint