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Home My WebLink AboutSUB202100208 Assessment - Groundwater 2022-02-07Page 1 of 6 OSE/PE Report For: Construction Letter Property Identification: 911 Address: Boonesville Road City: Dvke Lot: A Section: _ Subdivision: Table Top Mountain GPIN or Taal 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 OSE Name: William J. "Jeff' Loth. IV License Number: 1940001316 Address: 222 Sycamore Lane City: Afton State: Virginia Zip Code: 22920 PE Name: License Ntmlber: Address: City: _ State: _ Zip Code: Date of Report: 217/22 Date of Revision 1: OSE/PE Job Number: Date of Revision 2: ContentsAndex of this mport e.., Site Evaluation Summary, Soil 1'roale Descriptions, Site Sketchy Abbreviated Design, etc.) 1. Cover Page 2. Application _ 3. Soil Summary Report 4. Soil Profile & Design Calculations _ 5. Plat with Sanitary Survey, Well Location, To»o2nmhv, 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 of the Commonwealth that have been duty 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.A11 I recommend that a (select one): ❑ Construction Permit, ❑ Certification Letter, ® Subdivision Approval, ❑ Repair Permit, ❑ Voluntary Upgrade be (select one): ® Issued, ❑ D ied PE/OSE Signature: Date: 2/7/22 Page 2 of 6 Commonwealth of Virginia Application for: ® Sewage System ® Water Supply VDH Use Only Health DepartmentlD# Due Date: Owner: Mark Lyn 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: m1 onsi ail.com Directions to Property: north of Rt. 810, 0.25 mile north of Rt. 601 Subdivision: I Table Top Mountain I Section: Block: Lot: A Tax Map: 7-60 Other Property Identification: Dimension/Acreage of Pro 8.00 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 �D ❑ 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 1 year _ ❑ Other (describe) Will the water supply be ❑ Public or ® Private If proposed, is this a replacement well? ❑ Yes ❑ No ater 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 termitieide most be used. All Applicants Is this an AOSEIPE application? ® Yes ❑ No If yes, is the AOSE/PE package attached? ® Yes ❑ No In order for VDH to process you 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 of you well and/or sewage system. When the site evaluation is conducted the property lines, building location and the proposed well and sewage system sites most 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. 2�9�2022 Signature of Owner/Agen/llw-z . nA t Date Page 3 of 6 Soli Summary Report General Information Date: 8/11/21 Submitted to Albemarle Countv 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: A Soil Information Summary 1. Position in landscape satisfactory? Yes ® No ❑ Describe: shoulder 2. Slope 11 % 3. Depth to Rock or impervious strata: Max. 48 in. Min. 36 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 6. Soil percolation rate estimated? No ❑ 7. Permeability test performed Yes ❑ No If yes, note type of test performed and attach Texture Group I ❑ if ❑ 111 ® IV ❑ Estimated rate 60 min/inch Drainfield to be placed at 36' depth at site designated on plat using TL-2 ® Site Approved effluent. Reserve drainfield would require TL-2 effluent and pressurized distribution. ❑ 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. ❑ hisufficient area of acceptable soil for required dminfield, and or reserve area 6. ❑ Proposed system too close to well 7. ❑ Other Specify Page 4 of 6 Table Top Mountain Lot A Tax Map 7-60, Albemarle County, Virginia Soil Profile Pit Horizon Depth in Material Description Tat Grp 1 Ap 0-4 1 3/3 dark brown Loam 2 B 4-8 7.5 5/4 brown Clay Loam weak fine granular 3 BtC 8-22 2.5yr5/8 red Clay Loam, weak fine SBK, with common soft 10yr8/1 white, 10yr5/8 yellowish brown Silt Loam sa rolite and weathered granitic fragments 3 C 22-40 Soft I0yrgll white, 10yr5/8 yellowish brown Silt Loam saprolite and weathered granitic fragments 3 R 40 hard Z Ap 0-3 1 3/3 dark brown Loam 2 B 3-10 7.5 5/4 brown Clay Loam, weak fine granular 3 BIC 10-40 2.5yr5/8 red Clay Loam, weak fine SBK, with common soft 10yr8/1 white, 10yr5/8 yellowish brown Silt Loam saprolite and weathered granitic fragments 3 R 40 Hard 3 Ap 0-4 1 3/3 dark brown Loam 2 B 4-14 7.5 /4 brown Clay Loam weak fine granular 3 BtC 14-36 2.5yr5/8 red Clay Loam, weak fine SBK, with common soft 10yr8/1 white, 10yr5/8 yellowish brown Silt Loam sa rolite and weathered granitic fragments 3 R 36 Hard 4 Ap 0-4 1 3/3 dark brown Loam 2 B 4-11 7.5 5/4 brown Clay Loam, weak fine granular 3 BtC 1148 2.5yr5/8 red Clay Loam, weak fine SBK, with common soft 10yr8/1 white, 10yr5/8 yellowish brown Silt Loam sa rolite and weathered granitic fragments 3 Design Basis (using TL-2) A. Estimated Percolation Rate B. Effluent loading rate from Table 1 of 12 VAC 5-613 C. Number of bedrooms D. Gallons per day (Number of bedrooms X 150 gpd/bedtnom) E. Total trench square footage required for drip dispersal (600gpd / 0.51gpd/ft) 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.) R Total square footage required I. Square footage in design J. Is a reserve area required? Design Basis for Reserve Area A. Estimated Percolation Rate B. Effluent loading rate from Table 1 of 12 VAC 5-613 C. Gallons per day (Number of bedrooms X 150 gpd/bedroom) Area Calculations for Drip Dispersal Reserve Area A. Length ofrun (ft.) B Length of available area (ft.) C. Width of available area (ft.) D. Total footprint required for drip dispersal (600gpd / 0.24gpd/si) E. Square footage provided 60 @ 24 in. 0.51 gpd/sf 4 600 1177 100 100 3 4 10 33 660 1177 1200 Yes, 1000/oReserve Area provided 60 @ 12-24 in. 0.24 gpd/sf 600 100 100 27 2500 2700 s^r M>siore HOUSEv (100' x 100') 7 Page\� of 6 PROPOSED WELL • N81. 054 271?W TAX MAP 7-60 LOT A 8.00 ACRES PROPOSED WL;LL • �O4 �A S> t QPROPOSEDSEPTIC800 DRAINFIELD AREA6 h7o, try 8 00, w TAX MAP 7-60 LOT B 9.11 ACRES m i $BSc S64°47'26' 102.39' S63013'39"W 86.31' ELECTRIC DELTA RADIUS TANGENT CHORD CHORDBEARING 19°3177" 552.88 188.40 187.49 S63045'50"W 3°50'55" 552.88 S52004'39"W 803334" 971.10 145.07 144.94 S5400949"W 6M'50" 971.10 107.58 107M S61037'01"W 16009,23" 668.15 188.40 197.78 S55008'57"W PROPOSED WELL �$ PROPOSED SEPTIC s DRAI14FIELD AREA \ 4 / \ \ 1 ! /t PROPOSED s HOUSE PROPOSED WELL TAX MAP 7-60 LOT B 9.11 ACRES TAX MAP 7-60 LOT A 8.00 ACRES PROPOSED WELL • p 9 p4ps� —i•+stws��nea Y4�y0 R�C{�l PROPOSED SEPTIC \ E 800 i DRAINFIELD AREA 796 i i S64°4 / 10: i 117�°._ / / / S6386 31' �A6 ° 00• 6of6 PROPOSID HOUSE (100' x 100') $V6 — — l06 PROPOSED SEPTIC DRAINFIELD TAX MAP 7-60 AREA LOT C 8.10 ACRES EXISTING VERHHAD eLecrwc