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Home My WebLink AboutSUB202200197 Other 2022-10-24OSE/PE Report for: Construction Permit: Certification Letter: Subdivision: 0 Property Location: 911 Address: {not yet assigned) City: Lot: Section: Subdivision: GPIN or Tax Map #: 131-10 Health Dept. fl) #: Latitude: Longitude: Applicant/Client Mailing Address: Name: Scott Woody Address: 7970 Blenheim Road City: Prepared By: OSE Name: Address: City: Scottsville, VA State: StephenB. Vargo P.O. Box 187 Scottsville VA Zip Code: 24590 License #: 1940-0001113 State: VA Zip Code: 24590 PE Name: n/a License #: Address: n/a City: Date of Report: OSE/PE Job #: 10/24/2022 n/a State: n/a Zip Code: Date of Revision # 1: Date of Revision #2: Contents/Index of this report (e.g. Site Evaluation Summary, Soil Profile Descriptions, Site Sketch etc.) SOIL SUMMARY (1) WELL ADDENDUM (7) SOIL PROFILES (2) CERT. STATEMENT (8) ABBREVIATED DESIGN (3,4) Certification Statement: I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the Sewage Handling and Disposal Regulations (12VAC5-610), the Private Well Regulations (12 VAC5-630) and all other applicable laws, regulations and policies implemented by the Virginia Department of Health. I £rather 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 the Code of Virginia Section 54.1-402.11 I recommend that a: construction permit 0 subdivision approval �X OSE/PE Signature: " certification letter0 be: issued 0 denied 0 Date: 10/24/2022 I of Soil Summary Report General Information Date: October 24, 2022 Submitted to: Albemarle Health Department Applicant: Scott Woody Phone: 434) 906-3490 Address: 7970 Blenheim Road Scottsville, VA Owner: Scott Woody Address: 7970 Blenheim Road Scottsville, VA Location: Tax Map: 131-10 Subdivision: Block: Section: Lot: SOIL INFORMATION SUMMARY I. Position in landscape satisfactory YESFX NO= Describe Open Piedmont Side Slope 2. Slope 8 % 3. Depth to rock or impervious strata Max. 60 Min. 60 None X 4. Depth of seasonal water table (gray mottling or gray color) YES inches NO X 5. Free water present YES NO 6. Soil percolation rate estimated YES X Texture Group III NO *Estimated Rate: 65 *All applicable regulations as well as the specific soil and site conditions (including the trench sidewalls) were taken into account when the estimated 7. Permeability test performed Yes percolation rate was assigned. No X If yes, note type of test performed and attach: X Site Approved: Primary drainfield to be placed at a depth of. 24 inches at site delineated on permit If required, reserve drainfield to be placed at a depth of. 24 inches 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 area of acceptable soil for required drainfield, and/or Reserve Area 4. Rates of absorption too slow 5. Insufficient area of acceptable soil for required drainfield, and/or Reserve Area 6. Proposed system too close to well 7. Other, Specify (attach additional pages if necessary) ►, Soil Profile Description Report Date of Evaluation: 10/24/2022 Tax Map: 131-10 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 soil scientist, 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 site (see Section 4) and reserve site shall be shown on the reverse side of this page or prepared on a separate page and attached on this form. See application sketch page See construction permit X See attached sketch Boring Horizon Depth Description of soil color, texture, etc. Texture Group No. 1 Ap 0-3 10YR 3/3 Loam, Friable IIB BA 3-10 10YR 4/4 Clay Loam, Friable III Bt 10-43 2.5YR 5/6, 5/8 Silty Clay Loam to Light Silty Clay Loam, III Friable to Finn III BC 43-60 2.5YR 5/6, 5/8, common IOR 4/4, IOYR 4/4, 6/6 (parent) III Light Silty Clay Loam, few clay flows, Firm 2 Ap 0-4 10YR 3/3 Loam, Friable IIB BA 4-8 10YR 4/6 Clay Loam, Friable III Bt 8-39 2.5YR 4/6, 4/8 Silty Clay Loam to Light Silty Clay Loam, III Friable to Finn BC 39-60 2.5YR 4/6, 4/8, 5/8, common IOR 5/4, 5YR 5/8, IOYR 6/6 IN (parent) Silt Loam, few clay flows, Friable 3 Ap 0-4 1OYR 4/3, 3/3 Loam, Friable IIB BA 4-9 10YR 4/6 Clay Loam, Friable III Bt 9-40 2.5YR 4/6 Silty Clay Loam to Light Silty Clay Loam, III Friable to Finn C 40-60 Multi -colored 2.5YR 4/6, 5YR 5/8, IOR 5/4, IOYR 6/6 Silt III Loam, Friable 3 of Abbreviated Design Form 131-10 Conventional Trench Installation Design Basis 1. A. Estimated Percolation Rate (minutes per inch) B. Recommended trench bottom (inches) C. Depth to restrictive feature or to limit of evaluation (inches) D. Minimum separation distance required E. Separation distance in inches provided in design (1GIII) F. Minimum trench bottom due to slope [(% slope - 8)/2 + (1 or 18)] (inches) G. Is the slope greater than 10%? H. If slope is greater than 10%, does greater than 24" to rock exist below trench bottom? 1. If slope is greater than 10%, and there is greater than 24" to trench bottom, add 1' to the minimum center to center spacing, beginning at 20% slope and continue for each 10% slope increase above 20%. If trench bottom is less than 24" above rock, add I'm the minimum center to center spacing beginning at 10% slope and continue for each 10% slope increase above 10%. (For center to center spacing increase above the minimum, see the box at right.) 2. Trench bottom square feet required per bedroom from Table 4.6 based on: XOGravity OLPD 3. Number of bedrooms Area Calculations 4. Trench length Length of available area 5. Trench width 6. Number of trenches 7. 8. 9. 10. It. Center -to -center spacing A. Width required (# of trenches - 1) * (center spacing) + (trench width) B. Width of available area Total square footage required (trench bottom s.f /bedroom) * (# of bedrooms) Square footage in design (trench length)*(trench width)*(# of trenches) Is a reserve area required? DYes n/a No Percent required: 100% Percent available: 100% * 100% Reserve is available with (3) 100' trenches, pre- treated in lower portion of delineated area* 4 of Abbreviated Design Form 131-10 Aqua Safe system/100% Reserve Drainfield Design Basis 1. A. Estimated Percolation Rate (minutes per inch) B. Recommended trench bottom (inches) C. Depth to restrictive feature or to limit of evaluation if none encountered (inches) D. Minimum separation distance required (may be impacted by pert rate) E. Separation distance in inches provided in design (141B) F. Minimum trench bottom is 10 inches, unless slope is> 10%, then [(% slope x .01 x trench width in inches)+ 10 inch minimum] G. Is the slope greater than 10%? H. If slope is greater than 10%, does greater than 24" to rock exist below trench bottom? I. If slope is greater than 10%, and there is greater than 24" to trench bottom, add I'm minimum center to center spacing, beginning at 20% slope and continue for each 10% slope increase above 20%. Iftrench bottom is less than 24" above rock, add I'm the minimum center to center spacing beginning at 10% slope and continue for each 10% slope increase above 10%. (For center to center spacing increase above the minimum, we the box at right.) 2. Square feet required: Loading rate: 0.57 gpd/sq.ft. Square footage required per bedroom: (150 gpd/bedroom) / ( 0.57 gpd/sq.ft.) 3. Number of bedrooms Area Calculations 4. Trench length Length of available area 5. Trench width 6. Number of trenches 7. Center -to -center spacing S. A. Width required [(# of trenches - 1) a (center spacing)] + (trench width) B. Width of available area 9. Total square footage required (trench bottom s.f /bedroom) - (# of bedrooms) 10. Square footage in design (trench length) -(trench width)-(# of trenches) 11. Is a reserve area required? OYes No Percent required: 100% Percent available: 100% §! ��2 6of8 �m z vm pSs el v ym s + m 8 2 C RR m n s P m lGS.SZF.LQ.TO N - w / ies.ss O Cp 0 O = o g JT I 4� 21 A G•' rm- / mP r / Ty, ��F� fp'1 z L(1V101).00"O►Z� m / w 3 SOSt y o 9 4 Al �S�` D ............. L�c7dZ u m y m C3 P m SWLLf 3 AFC.ZSSO S " T 8L co, mb S` < We Y < �r eo= T N I v ^ c Nmzr R= D 7of8 Addendum to AOSE/PE Certification Statement For Private Well Construction Permit Instructions: Please check one box in 1-3 below. Statement templates for item #2 and #3 are on the following pages. The proposed well site shown herein, ❑ 1. Is located a minimum of 50 feet from all property lines. F12. Is located within 50 feet of the adjacent property line(s) but I have determined that the adjacent property is not used for an agricultural operation. ❑i. Written affirmation from the adjacent property owner(s) that their property is not used for an agricultural operation. Mii. Other confirmation that land use is not an agricultural operation, please describe: This lot and the adjoining lots are residential in nature. F13. Is located within 50 feet of an adjacent property line where the property is used for an agricultural operation. For confirmation, I have attached the appropriate documentation pursuant to § 32.1-176.5:2 of the Code of Virginia. (check one below) ❑i. Written permission from the adjacent property owner(s) for the well construction. Mi. I certify that no other site on the property complies with the Board's Regulations for the construction of a private well. 8 of Certification Statement County: Albemarle Property Identification: Submitted by: Stephen R Vargo, OSEX_v 1940-0001113 'Ibis is to certify according to subsection 32.1-163.5 of the Code of Virginia that work submitted for the referred property is in accordance to and complies with the Sewage Handling and Disposal Regulations of the Virginia Department of Health. I recommend a Subdivision be approved. *4x T Date: October 24, 2022 Stephen B. Vargo, VA OSE N_P 1940 0001113