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Home My WebLink AboutSUB202100076 Other 2021-06-25Shenandoah Soil Consulting, LLC r P.O. Box 192, Wolftown, VA 22748 "«w - (540) 383-5680 ❑ Construction ❑ Repair Permit Permit OSE/PE Report For: ❑ Voluntary Upgrade Permit ❑ Certification Letter Page 1 of 5 Subdivision Approval Property Location: 911 Address: 1678 Terrell Forest Lane city. Charlottesville Lot Lot 1 Section Subdivision GPIN or Tax Map # 101-27 Lot 1 - Residue Health Dept ID # Latitude Longitude Applicant or Client Mailing Address: Name: Tim & Shirley Terrell Street: 1678 Terrell Forest Lane City: Charlottesville State VA Zip Code 22903 Prepared by: OSE Name Michael L. Stroble License # 1940001477 Address P.O. Box 192 City Wolftown State VA Zip Code 22748 PE Name License # Address City State Zip Code Date of Report 6/17/2021 Date of Revision #1 OSE/PE Job # 210002 Date of Revision #2 Contents/Index of this report (e.g., Site Evaluation Summary, Soil Profile Descriptions, Site Sketch, Abbreviated Design, etc.) Page 1: OSE Certification Page 2: Site & Soil Evaluation Summary Page 3: Soil Evaluation Notes Certification Statement Page 4: Survey Plat of Drainfield & Reserve Page 5: Abbreviated Design 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 [3 subdivision approval Elbe (select one) Issued 0 repair permit 0 voluntary upgrade Q Denied ❑ OSE/PE Signature Lt �' " " Date 6/17/2021 This forth contains personal information subject to disclosure under the Freedom of Information Act. Revised 12/1/2014 Page 2 of 5 Site and Soil Evaluation Report VDH Use Only HDIN: General Information Date: 6117/2021 Albemade County Health Department Client: Tim & Shirley Terrell Phone: (434) 466-4801 Owner Address: 1678 Terrell Forest Lane, Charlottesville Property Address: 1678 Terrell Forest Lane, Charlottesville Tax Map/GPIN#: 101-27 Lot 1 - Residue Subdivision: Section: Block: Lot: 1 Soil Information Summary 1. Position in landscape satisfactory: 8 Yes ❑ No Describe landscape position: Sideslope 2. Slope: 4 - 6 % 3. Depth to rocklimpervious strata: Max. 74+ in. Min. 64 in. ❑ Not observed 4. Free Water Present: 8 Yes ❑ No Range in inches: 12 - 15 5. Depth to seasonal water table (gray mottling or gray color): 65 inches ❑ Not observed 6. Soil percolation rate estimated: 8 Yes ❑ No Estimated rate: 65 min/in at 42 inches depth Texture Group: ❑ I 9 H 9 III ❑ IV 7. Percolation test performed: [3 Yes El No If yes, provide additional data on percolation test results. Name and title yy��o--fevaluator: Michael L. Stroble, AOSE Signature: %YlfL �IQ� 0 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 42 (inches) depth at site designated on permit. Site provides a total of 1,500 square feet of absorption area for proposed reserve area only. E3 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. ❑ Other (specify) This form contains personal information subject to disclosure under the Freedom of Information Act Revised 12/1/2014 Page 3 of 5 Date of Evaluation: 1/5/2021 Profile Description SOIL EVALUATION REPORT Property ID: 101-27 Lot 1 -Residue 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. 9 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 HA-1 Ap 0-7 5YR 4/4 reddish brown Sandy Clay Loam friable, roots common, trace mica II Reserve Bt 7-36 2.5YR 4/8 red Clay Loam friable, some roots, some fine mica III Bic 3Cr74 2.5YR 418 red Heavy Sandy Clay Loam friable, some fine mica, clay flows @ 61", RMF depl @ 65" II HA-2 Ap 0-8 5YR 414 reddish brown Sandy Clay Loam friable, roots common, trace mica II Reserve Bt 8-34 2.5YR 4/8 red Clay Loam friable, some roots, some fine mica III BtC/C 34-64 2.5YR 4/8 red Heavy Sandy Clay Loam to Loam friable, some fine mica, yeVgry litho, firm by 64", some PM tags II HA-3 Ap 0-15 5YR 4/4 reddish brown Sandy Clay Loam friable, roots common, trace mica II Reserve Bt 15-64 2.5YR 418 red Clay Loam friable, some roots, some fine mica III BtC 64-70 2.5YR 418 red Heavy Sandy Clay Loam liable, some fine mica, some yellowish lithochromic colors II HA-4 Ap 5YR 4/4 reddish brown Sandy Clay Loam friable, roots common, trace mica II Reserve Bt/BtC 2.5R 4/8 red Clay Loam to Sandy Clay Loam friable, some roots, some mica III/II C 10YR 4/3 brown Loam to Sandy Loam very friable, abundant fine mica II As free H2O was observed between 12" and 16" in all soil borings, an LGMI would be needed upslope of the proposed reserve area. REMARKS: Overall, soils evaluated across the site were observed to be similar to somewhat variable, and derived from metamorphic PM. Due to the location of more suitable soils at HA-4, SSC recommends additional evaluation in that area should a repair drainfield site be needed in the future, as a site with more consistent soils may be located elsewhere on the property. This form contains personal information subject to disclosure under the Freedom of Information Act. Revised 12/1/2014 SUBDIVISION DRAINFIELD SURVEY with SANITARY SURVEY Client: Tim & Shirley Address: 1678 Terrell Forest Lane Charlottesville, VA 22903 Tax Map: 101-27 Lot 1 CC N V W 0 io N Z / LEGEND ExistingIIICWell APproximate Lo ion 01 Soil Profile Hole Approximate Lo fion IN Drainfield Corner Page 4 of g N O R T H Wa u� O co 2 y O� p xisting I B SFD C \ Existing \ 0� �Drainfield t�rO �pprox. \ p GRAPHIC SCALE: No other potential pollution DRAWN BY. Project No. 1" = 6o' sources or receptacles Were ��,,,. I' mu 210002 identified within 200'Ofthe proposed well and septic SOILCONSULTING- DATE: ® 6/17/zou o• ao• bo, systems, respectively.` 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: 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 Design Calculations RESERVE Drainfield, Lot 1 65 @ 42" 496 3 100 101 3 5 9 39 42-57 (contour flare) 1,488 1,500 Page 5 of 5