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HomeMy WebLinkAboutSUB202100208 Assessment - Groundwater 2022-02-07 (3)Page 1 of 6 OSE/PE Report For: Property Identification: 911 Address: Boonesville Road City: Dyke Lot: C Section: _ Subdivision: Table Top Mountain GPIN or Tax Map #: 7-60 Health Department ID #: Latitude: Longitude: or 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 Number: Address: City: _ State: _ Zip Code: Date of Report: 217/22 Date of Revision 1: _ OSE/PE Job Number: Date of Revision 2: Contents/Index of this rert e.., Site Evaluation Summa , Soa Pro51e DmAptions, Site Sketch, Abbreviated Design, eta 1. Cover Page _ 2. Anolication _ 3. Soil Summary Reeort _ 4. Soil Profile & Design Calculations _ 5. Plat with Sanitary Survey, Well Location, Tonouaohy. 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.1 I I recommend that a (select one): ❑ Construction Permit, ❑ Certification Letter, ® Subdivision Approval, ❑ Repair Permit, ❑ Voluntary Upgrade be (select one): ® Issued, 9 Penied 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 IN Due Date: Owner: Mark L ons, 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: mlyonsivy@gmail.com Directions to Property: north of Rt. 810, 0.25 mile north of Rt. 601 Subdivision: I Table Top Mountain Section: I I Block: I I Lot: I C Tax Map: 7-60 Other Property Identification: I I Dimension/Acreage I of Pro 1 8.10 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 must 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 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: C Soil Information Summary 1. Position in landscape satisfactory? Yes ® No ❑ Describe: shoulder & sideslope 2. Slope 19 (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 ❑ II ❑ III ® IV El6. Soil percolation rate estimated? No ❑ Estimated rate 75 min/inch 7. Permeability test performed Yes ❑ No ED 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 7. ❑ Other Specify Page 4 of 6 Table Top Mountain Lot C Tax Map 7-60, Albemarle County, Virginia Soil Profile Pit Hrza Depth in Material Description Txt Grp 1 A 0-2 l 3/3 dark brown Loam 2 B 2-5 7.5 5/4 brown Sandy Clay Loam, granular 2 Bt 5-15 2.5yr5/8 red Clay Loam, weak fine SBK 3 BtC 15-60 2.5yr5/8 red Clay Loam, weak fine SBK, with common soft 10yr8/1 white, 7.5yr6/8 reddish yellow Sandy Loam saprolite 3 2 Ap 0-3 1 3/3 dark brown Loam 2 B 3-6 7.53T54 brown Sandy Clay Loam granular 2 Bt 6-17 2.5yr5/8 red Clay Loam weak fine SBK 3 BtC 17-60 2.5yr5/8 red Clay Loam, weak fine SBK, with common soft 10yr8/1 white, 7.5yr6/8 reddish yellow Swdy Loam sa rolite 3 3 Ap 0-4 10 3/3 dark brown Loam 2 BtC 4-38 2.5yr5/8 red Clay Loam, weak fine SBK, with common soft 10yr8/1 white, 7.5yr6/8 reddish yellow Sandy Loam saprolite 3 C 38-48 Soft 1 8/1 white 7.5yr6/8 reddish yellow Sandy Loam saprolite 2 R 48 Firm 4 A 0-4 1 3/3 dark brown Loam 2 E 4-10 1 5/4 yellowishbrown Sandy Loam, weak granular 2 BtC 10-48 2.5yr5/8 red Clay Loam, weak fine SBK, with common soft 10yr8/1 white, 7.5yr6/8 reddish yellow Sandy Loam saprolite 3 5 Ap 0-2 10 3/3 dark brown Loam 2 E 2-8 10 5/4 yellowish brown Sandy Loam weak granular 2 BtC 8-48 2.5yr5/8 red Clay Loam, weak fine SBK, with common soft 10yr8/l white, 7.5yr6/8 reddish yellow Sandy Loam saprolite 3 R 48 Firm 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 I Is a reserve area required? 75 Q 24 in 596 gpd/sf 4 100 100 3 8 9 66 165 2394 2400 Yes, 100%. Reserve Area provided TANGENT CHORD CHORD BEARING .40 187A9 S63045'50"W S52004'39"W .07 144.94 S54009'49"W '.58 107.52 S61037'01"W .40 187.78 S55008'57"W PROPOSED WELL • POSED ;PTIC NFIELD REA 'ROPOSED HOUSE 100' x 100) PROPOSED WELL • 75' TAX MAP 7-60 LOT B 9.11 ACRES 7-60 A ,RES PROPOSED HOUSE (100' x 100') TAX MAP 7-60 LOT C 8.10 ACRES PROPOSED SEPTIC DRAINFIELD AREA EXISTING HOUSE Page 5 of 6 a \Y PROPOSED WPT T _ 0 DELTA RADIUS TANGENT CHORD CHORD BEARING 19°31'27" 552.88 188.40 187.49 S63°45'50"W 3°50'55" 552.88 S52°04'39"W 8°33'34" 971.10 145.07 144.94 S54°09'49"W 6°20'50" 971.10 107.58 107.52 S6MTO1"W 16009"23" 66&15 188.40 18778 S55008'57"W g1 PROPOSED I (100' x 100'1 PRWELLE� U--� PROPOSED`" VA SEPTIC s ! ! / ! DRAINFIELD! !AREA 1 96 \ 1 ! ! I PROPOSED Z 1 PROPOSED SEPTIC �_ HOUSE ` DRAINFIELD (ioo' x ioo> y TAX MAP 7-60 AREA \ LOT C \ 8.10 ACRES PROPOSE. WELL STREAM TAX MAP 7-60 LOT B 9.11 ACRES TAX MAP 7-60 LOT A 8.00 ACRES PROPOSED WELL 040g� ���xpuzTv�a 441s,0 R\�l PROPOSED SEPTIC DRAINFIELD AREA 796 i S6 Z>s S6386. 19"W N6i got, JHHOUMG \\/OUJ\SE 6of6 S73031'34"W 61.68' VERHEAD ELECTRIC