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HomeMy WebLinkAboutSUB202200018 Approval - Agencies 2022-10-07VDHRGINIA OFIHEALMH DEPARTMENT Protecting You and Your Environment October 7, 2022 Mariah Gleason Senior Planner 11 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 ora division of Tax Map 115 Parcel I I I located in Albemarle County, Virginia. Dear Ms. Gleason: On August 11, 2022 the County of Albemarle requested the Virginia Department of Health (via the Albemarle County Health Department) review the proposed subdivision plat identified above. On October 6, 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 Seivage 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 Kirtle� 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 22902-45% Phone (434) 296-5832 August 11, 2022 Michele Napper Virginia Department of Health 1138 Rose Hill Drive Charlottesville, VA 22906 RE: SUB202200018 Lot C I-2.00AC — Final Plat Dear Ms. Napper: The County of Albemarle has received application to develop/subdivide Tax Map 115, Parcel 111. 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 Canty Code. Should you have any comments please feel free to contact me. Sincerely, (LeS,aAe Got" Co,'l won,. man tot- 1,\ -o3Pq 1cr9e-,x)e, wl A Gon s+Vv.c> 4% pt -,,.% 0- Mariah Gleason Senior Planner 11 Department of Community Development Phone: (434) 296-5832 ext. 3097 © Construction Permit OSE/PE Report For: ®Repair ® Voluntary Upgrade Permit Permit ❑ Certification Letter Page / of t0 Subdivision Approval Property Location: 911 Address: City: Lot C-1 Section Subdivision GPIN or Tax Map # 115-111 Health Dept ID # Latitude Longitude Applicant or Client Mailing Address: Name: Amy Pruett Street: 5728 Jefferson Mill Rd City: Scottsville State VA zip Code 24590 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 3 S� a a- 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-c 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 (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 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 She (select one) Issued epair per it 17 voluntary upgrade Q Denied ❑ OSE/PE Signature Date =3 3r' ZZ This form contains personal information subject to tsclosure under the Freedom of Information Act. Revised 12/1/2014 Site and Soil Evaluation Report Page z-of (a VDH Use Only HD1N: General Information Date: 3 Z 7-- Xbemene County Health Department Owner: Amy Pruett Phone: Owner Address: Property Address: �__------.----_--___— Tax Map/GP1N a: 115-111 Subdivision: Section: Block: Lot: C-1 Soil Information Summary 1. Position in landscape satisfactory: N Yes ❑ No Describe landscape position: Sideslope 2. Slope: 5 ova 43" in reserve 3. Depth to rock/impervious strata: Max. 60+ in. Min. 50 in. ❑ Not observed 4. Free Water Present: ❑ Yes O No Range in inches: S. Depth to seasonal water table (gray mottling or gray color): inches N Not observed 6. Soil percolation rate estimated: N Yes ❑ No Estimated rate: 65 min/in at 30 inches depth Texture Group: ❑ 1 ❑ Il N III ❑ IV 24" in reserve 7. Percolation test performed: ❑Yes El No If yes, provide additional data on percolation test results. Name and title of luator: Thomas Graham Hogge, OSE Signature: _ 0 Site approved: nb-mu-trunu,ee (describe dispersal area, e.g. absorption trenches) dispersing Septic tank effluent (proposed level of treatment at time of evaluation) to be placed at 30 (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. S. ❑ 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 Nreedom of Information Act. Revised 12/112014 Date of Evaluation: 11-16-21 Profile Description SOIL EVALUATION REPORT Property ID: Proposed division of TM 115-111 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 prof le 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 O See application sketch ❑ See Construction Permit B 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 413 brown loam 2 E 4-12 10 YR 5/4 yellowish brown, stony loam 2 Bw 12-28 2.5 YR 4/8 red, light silty day loam with 10 YR 618 brownish yellow and 10 YR 8/1 white 3 C 28-55 5 YR 518 yellowish red, channery but friable silt loam schist saprolite, variegated with 3 10 YR 618 brownish yellow and 10 YR 8/1 white; auger refusal at 55" ~ 2 A 0-5 10 YR 4/3 brown loam 2 E 5-15 2.5 Y 6/4 light yellowish brown, gravelly loam 2 Bic 15-60 2.5 YR 418 red, light silly clay learn to silt loam vrith 10 YR 6/8 brownish yellow and 10 YR ell white 3 3 Ap 0-9 10 YR 5/4 yellowish brown loam 2 at 9-28 5 YR 518 yellowish red silty day loam; mottles of 10 YR 616 brownish yellow 3 C 28-50 5 YR 614light reddish brown silt loam saprolite; little channery but friable; 3 with 10 YR 718 yellow; AIR at 50" 4 Ap 0.10 10 YR 5/4 yellowish brown loam 2 at 10-32 5 YR 5/8 yellowish red silty clay loam; mottles of 10 YR 616 brownish yellow 3 C 32-60 5 YR 6/4 light reddish brown silt loam saprolite; little channery but friable; with 10 YR 718 yellow 3 5 A 0-5 10 YR 514 yellowish brown loam 2 at 5 YR 5/8 yellowish red silty clay loam; mottles of 10 YR 6/6 brownish yellow 3 C _5-28 28-43 5 YR 6/4 light reddish brown silt loam saprolite; little channery but friable; �~ _ 3 with 10 YR 7/8 yellow; AIR at 43" REMARKS: Soil is consistent with mapped Buffslet. This form contains personal information subject to disclosure under the Freedom of Information Act. Revised 12/1/2014 SITE MAP T.M. 115-P III AMY G. PRUETT LOT C O. B. 5236, P. 604 D.B. 3716, P 22 PLAT 5728 JEFFERSON MILL RD. SCOTTSVILLE, VA.24590 LOT C 24.67 AC LOT C• 1 2.00 AC. RESIDUE LOT 22.67ACt J, s>D° N LOT C �A•, nL a-; f. p I �i N65 I•' S144741. W `'• e l�•• � 14741' IRON F0. LOT C-I ,, •'\ 2.00 AC. \IRON SET \�, •,\�TEL. PEO. \•, o ELEC. TRAN94 TM. 115-P. IIH DOUGLAS W., JR. 8 KIRA R LILLY LOT 0 D.B. 5592, P. 543 ►Frcfased 115 Reserve, &e i� L °0Cp�999900e�oe" 1p0 �. LOT D aa, 14, OO.Go �' 00.00 93.05 90.92' 27^23'DS'E NEW 30' s'9s PRIVATE a. ACCESS ESMT. S 39=22'41' E /- 186.24 w O `Lo f ,x 4- 05°40'CO" R= 2847.99' -L=281. ST' C=281.55, CO- S 55° I6 28"w 9.396. P 518 INE 20' FROM % RD. 7 Design Basis A. Estimated Percolation Rate (Minutes per inch) B. Trench bottom square feet Required per Bedroom (from Table 5.4) based on M Gravity 11 LPD ❑ other: LZ 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? Design Calculations Proposed Division of Tax Map 115-111 'Lot C-V Albemarle County, VA PRIMARY DRAINFIELD 00 80 0 0 ® Including reserve �3 992 1050 yes See next page Page 5of Page (4 of (e Design Calculations Proposed Division of Tax Map 115-111 "Lot C-1" Albemarle County, VA RESERVE DRAINFIELD Design Basis A. Estimated Percolation Rate (Minutes per inch) B. Trench bottom square feet 263 (I50GPD/0.57 GPD PER SQ. FT.) Required per Bedroom (from Table 5.4) based on ❑ Gravity ❑ LPD ❑' other: •11-3 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 13Y AN APPROVED PROPRIETARY NITROGEN REMOVAL TREATMENT UNIT, PROVIDING A NET TOTAL NITROGEN REMOVAL (AT THE PROJECT BOUNDARY) OF 50%. C. Number of Bedrooms 4• `Reserve sized for 4BR to give total of 3 BR primary/reserve equivalent, per Albemarle County ordinance. Area Calculations: D. Length of Trench (ft.) 80 E. Length of Available Area (ft.) 80 F. Width of Trench (ft.) 0 G. Number of Trenches 0 H. Center -to -center spacing (ft.) 0 I. Width required (ft.) r--8-4--1 Including primary J. Width of available area (ft.) 103 K. Total square footage required 1052 L. Square footage in design r 1200