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Home My WebLink AboutSUB202100208 Assessment - Groundwater 2022-02-07 (2)Page I of 6 OSETE Report For: Voluntary Property Identification: 911 Address: Boonesville Road City: Dyke Lot: B Section: _ Subdivision: Table Top Mountain GPIN or Tax Map #: 7-60 Health Department ID #: _ Latitude: Longitude: _ Applicant or Client Mailing Address: Name: Mark Lyons, Lick Mountain. LLC Street: P.O. Box 331 City: Free Union State: VA Zip Code: 22940 Prepared by: OSE Name: William J. "Jeff' Loth, IV License Number: 1940001316 Address: 222 Sycamore Lane City: Afton State: Virginia Zip Code: 22920 PE Name: License Numtber: Address: City: _ State: _ Zip Code: Date of Report: 2/7/22 Date of Revision 1: OSE/PE Job Number: Date of Revision 2: _ Contents/Index of this report e.., Site Evaluation Summary, Soil Profile Descriptions, Site Sketch, Abbreviated Design, eta I. Cover Paee _ 2. Application _ 3. Soil Summary Report _ 4. Soil Profile & Design Calculations _ 5. Plat with Sanitary Survey, Well Location, Topography. Boring Locations _ 6. 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 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 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.I I I recommend that a (select one): ❑ Construction Permit, ❑ Certification Letter, ® Subdivision Approval, ❑ Repair Permit, ❑ Voluntary Upgrade be (select one): ®Isstte��tied PE/OSE Signature: Date: 2/7/22 Page 2 of 6 Commonwealth of Virginia Application for: ® Sewage System ® Water Supply VDH Use Only Health Department ID# Due Date: Owner: Mark Lyons, Lick Mountain,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: 71 ml onsi ail.com Directions to Property: north of Rt. 910, 0.25 mile north of Rt. 601 Subdivision: I Table Top Mountain I Section: Block: Lot: B Tax Map: 7-60 Otlter Property Dimension/Acreage 1 of Property: I 9.11 Sewage System 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 Will the water supply be ❑ Public or ® Private If proposed, is this a replacement well? ❑ Yes ❑ No Water Supply 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 most be used. All Applicants Is this an AOSE/PE application? ® Yes ❑ No If yes, is the AOSE/PE package attached? ® Yes ❑ No In order for VDH to process your application you must attach a site sketch and plat ofthe 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 (VDH) to enter onto the property described during normal business hours 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. Signature of Owner/Agent �"� zyp/Z2 Date 2/9/2022 Page 3 of 6 Soil Summary Report General Information Date: 8/11/21 Submitted to Albemarle County Health Department Applicant: Mark Lyons, Lick Mountain, LLC Telephone: (434) 249-0565 Address: P.O. Box 331, Free Union, VA 22940 Owner: same Address: same Location: north of Rt. 810, 0.25 mile north of Rt. 601 Tax Map: 7-60 Subdivision: Table Top Mountain Block/Section: Lot: B Soil Information Summary 1. Position in landscape satisfactory? Yes ® No ❑ Describe: shoulder & sideslope 2. Slope 18 (max) % 3. Depth to Rock or impervious strata: Max. 60+ in. Min. 48+ in. 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 El II El III ® IV El6. Soil percolation rate estimated? No ❑ Estimated rate 55 mintinch 7. Permeability test performed Yes ❑ No If yes, note type of test performed and attach ® Site Approved Drainfield to be placed at 24" depth at site designated on plat. ❑ Site Disapproved Reason for Rejection 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 drainfield, and or reserve area 6. ❑ Proposed system too close to well Page 4 of 6 Table Top Mountain Lot B Tax Map 7-60, Albemarle County, Virginia Soil Profile Hole Horizon Depth in Material Description Txt Grp 1 A Absent B 0-5 7.5 3/3 dark brown Sandy Loam &Mular 2 BtC 5-60 5yr5/6 yellowish red Sandy Clay Loam, weak fine SBY, with common very soft 10yr8/1 white 7.5 6/8 reddish yellow Sandy Loam saprolite 2 2 A Absent B 0-6 7.5 3/3 dark brown Sandy Loam granular 2 BtC 6-48 5yr5/6 yellowish red Sandy Clay Loam, weak fine SBY, with common very soft I0yr8/1 white 7.5 /8 reddish yellow Sndy Loam sa rolite 2 3 A Absent Pit B 0-7 7.5 3/3 dark brown Sandy Loam granular 2 BtC 7-48 Syr5/6 yellowish red Clay Loam, weak SBY, with common IOyr5/8 yellowish brown Silt Loam schist sa rolite 3 4 A 0-2 1 3/3 dark brown Loam 2 Pit B 2-7 7.5 3/3 dark brown Sandy Loam granular 2 BtC 7-48 5yr5/6 yellowish red Clay Loam, weak SBY, with common 10yr5/8 yellowish brown Silt Loam schist saprolite 3 Design Basis A. Estimated Percolation Rate B. Trench bottom square footage required per bedroom C. Number of bedrooms Area Calculations A. Length of trench (ft.) B Length of available area (ft) C. Width of trench (ft.) D. Number of trenches E. Center -to -center spacing (ft.) F. Width required (ft.) G. Width of available area (ft) H. Total square footage required I. Square footage in design J. Is a reserve area required? Area Calculations for Reserve Drainfield 55 @ 24 in. 412 gpd/sf 4 100 100 3 5 9 39 80 1236 1500 Yes, 100°/a Reserve Area provided A. Length of trench (ft.) 100 B Length of available area (ft) 2 C. Width of trench (ft.) 3 D. Number of trenches 4 E. Center -to -center spacing (ft.) 9 F. Width required(fL) 30 G. Width of available area (ft.) 33 H. Total square footage required I236 - 25%= 927 using EZflow 1203H I. Square footage in design 1200 w O tn P-� 1°55 '34"E 44. 5' o` �o PROPOSED SEPTIC DRINFIELD / / / / / / AREA ,� ___la i (AAX) 8L0l'E N81 PROPOSED HOUSE (100' x l00') 596, 75' PROPOSED WELL • PROPOSED WELL • TAX MAP 7-60 LOT B 9.11 ACRES (100' X 100') �.6 00p00 3 _ $p0 TAX MAP 7-60 LOT C 8.10 ACRES PROPOSED SEPTIC DRAINFIELD AREA STREAM EXISTING HOUSE DELTA RADIUS TANGENT CHORD CHORDBEARING 1903112T' 552.88 188.40 187.49 S63045'50"W 3050'55" 55188 S52004'39"W 803334" 971.10 145.07 144.94 S540049"W 6n&50" 971.10 107.58 107.52 S61031p01"W MOOD" 668.15 188.40 187.78 555008'57W 6of6 4� PROPOSID I �� HOUSE (100' x 100') 4i PROPOSED• I 9 2� 53 LL �cY o PROPOSED SEPTIC DRAINFIELD AREA 3 1 1 I r r PROPOSED s ,I PROPosED SEPTIC HOUSE TAX MAP 7-60 DRAAREA LD � LOT C 8.10 ACRES PROPOSED WELL • STREAM BUFFER TAX MAP 7-60 LOT B 3 9.11 ACRES �i N8105427" 96 �! MSMG HOUSE TAX MAP 7-60 LOT A 8.00 ACRES / PROPOSED WELL O / / / S73°1,68' W 6L68 S49'5370"W PROPOSED I [ ! i / . aAp 69.60' SEPTIC I ` - 800 i / oa9 ff DRAINFIELD AREA 7968 / 4 / VERHEAD ELECTRIC S6404T2 / 102.34' f7T // 56386. 1' ELECTRIC