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Home My WebLink AboutSUB202200139 Correspondence 2022-08-25Page I of 6 OSE/PE Report For: Contraction Identification: 911 Address: tbd Boonesville Rd. City: Dyke Lot: El Section: Subdivision: Tabletop Mountain GPIN or Tax Map #: 7-59E Health Department ID #: Latitude: _ Longitude: or Client Mailing Address: Name: Mark Lyons, Tabletop Mountain, LLC Street: P.O. Box 331 City: Free Union State: VA Zip Code: 22940 Prepared by: OSE Name: William J. "Jeff' Loth, W License Number: 1940001316 Address: 222 Sycamore Lane City: Afton State: Virginia Zip Code: 22920 PE Name: License Number: _ Address: City: _ State: _ Zip Code: Date of Report: 8/24/22 Date of Revision 1: _ OSE/PE Job Number: Date of Revision 2: ContenWInd" of this report e.., Site Evaluation Summa , Soil Profile Descriptions, Site Sketch, Abbreviated Design, etc. 1. Cover Page _ 2. App icafion 3. Soil Summary Report 4. Soil Profile & Design Calculations _ 5. Plat with Sanitary Survey. Well Location. T000graohv. Bor ng _ Locations 6. P1at Certiticafion Statement I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the applicable provisions ofthe Sewage Handling and Disposal Regulations (12 VACS-610), the Private Well Regulations (12 VACS-630), the Regulations for Alterative 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 ofthe 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.1 I I recommend that a (select one): ❑ Construction Permit, ❑ Certification Letter, ® Subdivision Approval, ❑ Repair Permit, ❑ Voluntary Upgrade be (select one): 0 Issued, enied PE/OSE Signature: , �,YQ Date: 8/24/22 Page 2 of 6 Commonwealth of Virginia Application for: ® Sewage System ® Water Supply Ile Only Health DepartmentIM Due Date: Owner: Mark L ons Tabletop Mo=64 LLC Phone: 434 249-0565 Mailing Address: P.O. Box 331 Free Union, VA 22940 Phone: Fax: Agent Phone: Mailing Address: Phone: Fax: - Site Address: Email: inlyonsivyggamil.cont Directions to Property: north of Rt. 810, 0.3 mile north of Rt. 601 Subdivision: I Tabletop Mountain Section: Block: Lot: El Tax Map: 7-59E Other Property Identification: Dimension/Acreage of Pro 24.11 Type of Approval: Applicants for new construction are advised to apply for a certification letter to determine if land is suitable for a sewage system and to apply for a construction permit (valid for 18 months) only when ready to build For New Construction: ❑ Certification Letter ❑ Construction Permit ® Subdivision Review For Existing Construction ❑ Repair ❑ Modification ❑ Expansion ❑ Replacement Proposed Use: ® Single Family Home (Number of Bedrooms 4) ❑ Multi -Family Dwelling (Total Number of Bedrooms ❑ Other (describe) Will there be a basement: ® Yes ❑ No If yes, will there be fixtures in the Basement? ® Yes ❑ No Are any conditions proposed on this construction permit? ❑ Yes ® No If yes, please check or describe all proposed Conditions that apply: ❑ Reduced Water Flow ❑ Limited Occupancy ❑ Intermittent or seasonal use ❑ Temporary use not to exceed I year ❑ Other (describe) Will the water supply be ❑ Public or ® Private If proposed, is this a replacement well? ❑ Yes ® No Is the Water supply ❑ Existing or ® Proposed Will the old well be abandoned ❑ Yes ❑ No Will any buildings within 50' of the well be termite treated? ® No ❑ Yes, then borate -based termiticide must be used. All Applicants Is this an AOSE/PE application? ® Yes ❑ No If yes, is the AOSE/PE package attached? M Yes ❑ No In order for VDH to process your application you must attach a site sketch and plat of the property. The site sketch should show your property lines, actual and/or proposed buildings and the desired location ofyour well and/or sewage system. When the site evaluation is conducted the property lines, building location and the proposed well and sewage system sites must be clearly marked and the property sufficiently visible to see the topography, otherwise this application will be denied. I give permission to the Virginia Department of Health (VDM to enter onto the property described during normal business bouts for the purpose of processing this application and to perform quality assurance checks of evaluations and designs certified by an Authorized Onsite Soil Evaluator (AOSE) or a Professional Engineer (PE) as necessary until the sewage disposal system has been constructed and approved. 7� Date 8124/22 Page 3 of 6 Soil Summary Report General Information Date: 7/15/21 Submitted to Albemarle County Health Department Applicant: Mark Lyons, Tabletop Mountain, LLC Telephone: (434) 249-0565 Address: P.O. Box 331, Free Union, VA 22940 Owner: same Address: same Location: north of Rt. 810, 0.3 mile north of Rt. 601 Tax Map: 7-59E Subdivision: Tabletop Mountain Block/Section: Lot: El Soil Information Summary 1. Position in landscape satisfactory? Yes ® No ❑ Describe: sideslope 2. Slope 20 % 3. Depth to Rock or impervious strata: Max. in. Min. 60 in. (42" in Reserve Area) 4. Depth to seasonal water table (gray mottling or gray color): No ® Yes ❑ Inches 5. Free water present: No ® Yes ❑ range in inches Yes ® Texture Group I ❑ II ❑ III ® IV ❑ 6. Soil percolation rate estimated? No ❑ Estimated rate 55 min/inch 7. Permeability test performed Yes ❑ No If yes, note type of test performed and attach Dreinfield to be placed at 36" depth at site designated on plat ® Site Approved Reserve dtainfield would require TL-3 effluent, or better, with installation at 30". Pretreatment unit must be able to process 600 gpd or better, such as the AquaSafe AS-600. ❑ Site Disapproved Reason for Rejection 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 drainfield, and or reserve area 6. ❑ Proposed system too close to well Page 4 of 6 Tabletop Mountain Lot El Tax Map 7-59E, Albemarle County, Virginia Sail Profile Hole Horiz on Depth in Material Description Tat Grp 1 Ap 0-3 1 3/3 dark brown Loam 2 B 3-9 7.5 5/4 brown SandyCla Loam weak fine granular 2 BtC 9-60 2.5yr5/8 red Clay Loam, weak fine SBK, with common very soft 10yr5/8 yellowish brown, 7.5 /8 reddish yellow Sandy Loam sa rolite 3 2 A 0-2 10 3/3 dark brown Loam 2 B 2-10 7.5 5/4 brown Sandy Clay Loam, weak fine granular 2 BtC 10-60 2.5yr5/8 red Clay Loam, weak fine SB& with common very soft 10yr5/8 yellowish brown, 7.5 /8 reddish yellow Sandy Loam saprolite 3 3 A 0-3 1 3/3 dark brown Loam 2 B 3-10 7.5 5/4 brown Sani Clay Loam weak fine granular 2 BtC 10-60 2.5yr5/8 red Clay Loam, weak fine SB& with common very soft 10yr5/8 yellowish brown, 7.5yr618 reddish yellow Sandy Loam sa rolite 3 4 Ap 0-1 1 3/3 dark brown Loam 2 RSV B 1-7 7.5 5/4 brown Sandy Clay Loam weak fine granular 2 BtC 7-42 2.5yr5/8 red Clay Loam, weak fine SBK, with common very soft 10yr5/8 yellowish brown, 7.5 6/8 reddish yellow Sandy Loam saprolite 3 R 42 Auger refusal Design Basis for Primary Drainfield A. Estimated Percolation Rate 55 @ 36 in. B. Trench bottom square footage required per bedroom 412 C. Number of bedrooms 4 Area Calculations for Primary Drainfield A. Length of trench (ft.) 100 B Length of available area (ft.) 100 C. Width of trench (ft.) 3 D. Number of trenches 6 E. Center -to -center spacing (ft.) 10 F. Width required (ft.) 53 G. Width of available area (ft.) 70 H. Total square footage required 1648 I. Square footage in design 1800 Design Basis for Reserve Area A. Estimated Percolation Rate 55 @ 30 in. B. Effluent loading rate from Table 1 of 12 VAC 5-613 0.71 gpd/sf C. Gallons per day (Number of bedrooms X 150 gpd/bedroom) 600 Area Calculations for Reserve Area A. Length of trench (ft.) 100 B Length of available area (ft.) 100 C. Width of trench (ft.) 3 D. Number of trenches 3 E. Center -to -center spacing (ft.) 10 F. Width required (ft.) 23 G. Width of available area (ft.) 55 H. Total square footage required (600gpd / 0.71gpd/sf) 846 L Square footage in design 900 cn 00'S8 i M W � W M W � Dw 0 w M M W W W Page 5 of N W ((W((�� ,09 aDxgd J79"080I J79'99IT ra..ficAcr TAkT Page 6 of 6 TMlb4 POHH4l'tffi]°r2. DB W8 ll DB.28-MT 295 T TM)-58 NICb1PbE OR®W wall-150 HBSW-515 PLAT DA153411P T r4m� DaL3 B D. 391-361D .. D983-M% d wwn ®dd is ffi s Eas 535r 6L.65 E43 lA2 ffi !H1 24.11 ACRES NEW 30'PRIYATE \� STREET EASEMENT LUIB llCICNOMTADi.15L 1IffiI.6D&M17-3A Pur D.HN1)-330 (PoarwDl WTC r LOTC S]CHMOUATAM 1NSf.AHD2000U5'NSPLIT D.H54t)-3D tar D2 HEALTH DEPARTMENT COPY NOT FOR RECORDATION —P m IP SORIDUND 1RONSEf 1H+ADvrnarruHe P PO E PP MEPOUW TP Tf>.EPHONEP8Dm4 TM]J6C ®IOeRAD1TIC SWW! 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