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Home My WebLink AboutSUB202200180 Other 2023-01-02Page 1 of 6 OSE/PE Report For: Properly Identification: 911 Address: Grassmere Rd. City: Charlottesville Lot: A Section: Subdivision: GPIN or Tax Map #: 58A1-3A Health Department ID #: Latitude: Longitude: Applicant or Client Mailing Address: Name: Greg Baldwin, Core Real Estate Street: 600 E. Water St., Ste. H City: Charlottesville State: VA Zip Code: 22902 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: 1/2/23 Date of Revision 1: OSE/PE Job Number: Date of Revision 2: _ Contenta/Index of this report (e.g., Site Evaluation Summary, Soil Profile Dewri [ions, Site Sketch, Abbreviated Design, etc. 1. Cover Page _ 2. Application _ 3. Soil Summary Report _ 4. Soil Profile & Design Calculations _ 5. i" = 100' Drainfield detail with Sanitary Survey _ 6. Subdivision 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 VACS-610), the Private Well Regulations (12 VAC5-630), the Regulations for Alternative Owite 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 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. 11 1 recommend that a (select one): ❑ Construction Permit, ❑ Certification Letter, ® Subdivision Approval, ❑ Repair Permit, ❑ Voluntary Upgrade be (select one): ® Issued, ❑ genied ( PE/OSE Signature: Date: 1/2/23 Page 2 of 6 Commonwealth of Virginia VDH Use Application for: ® Sewage System ❑ Water Supply Due Date: Owner: Victoria Graves Phone: Mailing Address: 2525 Ridge Rd. Phone: Fax: Charlottesville, VA 22901 A ent: Greg Baldwin,Core Real Estate Phone: 434 422-5050 Mailing Address: 600 E. Water St., Ste. H Phone: Fax: Charlottesville, VA 22902 Site Address: Email: corecville.com Directions to Property: west of Rt. 679, 200' north of CSX RR Subdivision: Section: Block: Lot: A Tax Map: 58A1-3A Other Property Dimension/Acreage of Property: 2.00 Identification: 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 21 Subdivision Review For Existing Constriction: ❑ Repair ❑ Modification ❑ Expansion ❑ Replacement Proposed Use: ® Single Family Home (Number of Bedrooms, ❑ 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) Water Supply Will the water supply be ❑ Public or ® Private Is the Water supply ® Existing or ❑ Proposed If proposed, is this a replacement well? ❑ Yes ❑ No Will the old well be abandoned ❑ Yes ❑ No Will any buildings within 50' of the well have termite treatment? ❑ No ® Yes, Borate termiticide required All Applicants EIstbisan 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 of the property. The site sketch should show your property lines, actual and/or proposed buildings and the desired location of your 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 topogmpby, otherwise this application will be denied. 1 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 Date Page 3 of 6 Soil Summary Report General Information Date: 9/20/22 Submitted to Albemarle County Health Department Applicant: Greg Baldwin, Core Real Estate Telephone: (434) 422-5050 Address: 600 E. Water St., Ste. H, Charlottesville, VA 22902 Owner: Victoria Graves Address: 2525 Ridge Rd., Charlottesville, VA 22901 Location: west of Rt. 679, 200' north of CSX RR Tax Map: 58A1-3A Subdivision: Property Size: 2.00 ac. Section: Lot: A Soil Information Summary 1. Position in landscape satisfactory? Yes ® No ❑ Describe: shoulder 2. Slope 4% 3. Depth to Rock or impervious strata: Max. 60+ Min. 54, (27" 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 ❑ 1II ® IV ❑ 6. Soil percolation rate estimated? No ❑ Estimated rate 65 min/inch 7. Permeability test performed Yes ❑ No If yes, note type of test performed and attach Drainfield to be placed at 36" depth at site designated on plat. ® Site Approved Reserve Drainfield requires a pretreatment unit capable of providing TL-3, and pressurized dispersal. ❑ 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 dminfield, and or reserve area 6. ❑ Proposed system too close to well 7. ❑ Other Specify Page 4 of 6 TM 58A1-3A Grassmere Road, Lot A Albemarle County. Virginia Soil Profile Hole Hrza Depth Material Description Txt Grp 1 Ap 0-3 1 3/3 dark brown Loam 2 RSV BtC 3-27 2.5yr5/8 red Clay Loam, weak fine SBY, with many fine mica flakes and common soft 1 8/1 white 10 1 black Sandy Loam sa rolite 3 R 27 Auger refusal 2 Ap 0-3 1 3/3 dark brown Loam 2 RSV Bt 3-27 2.5 5/8 red Clay Loam, weak fine SBY, with many fine mica flakes 3 R 27 Auger refusal 3 A 0-6 1 3/3 dark brown Loam 2 Bt 6-45 2.5yr5/8 red Clay Loam weak fine SBK, with man fine mica flakes 3 BtC 45-60 2.5yr5/8 red Clay Loam, weak fine SBY, with many fine mica flakes and common soft 1 8/1 white 1 1 black Sandy Loam sa rolite 3 4 Ap 0-5 10 3/3 dark brown Loam 2 Bt 547 2.5yr5/8 red Clay,Loam, weak fine SB& with many fine mica flakes 3 BtC 47-60 2.5yr5/8 red Clay Loam, weak fine SBY, with many fine mica flakes and common soft 1 Oyr8tl white 1 1 black Sandy Loam saprolite 3 5 0-8 1 3/3 dark brown Loam 2 Bt 841 2.5 5/8 red Clay Loam, weak fine SBY' with many fine mica flakes 3 BtC 41-60 2.5yr5/8 red Clay Loam, weak fine SBK, with many fine mica flakes and common soft 1 8/1 white 1 1 black Sandy Loam sa rolite 3 6 Ap 0-4 1 3/3 dark brown Loam 2 BtC 4-54 2.5 5/8 red Clay Loam, weak fine SBY, with many fine mica flakes 3 R 54 Auger refusal Design Basis for Primary Drainfield A. Estimated Percolation Rate B. Trench bottom square feet required per bedroom C. Number of bedrooms Area Calculations for Primary Drainfield 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 (R) H. Total square footage required I. Square footage in design J. Is a reserve area required? 65@W 496 - 25%= 372 using EZflow 1203H 3 75 150 3 6 9 48 50 1488 - 25a/a =1116 using EZflow 1203H 1350 Yes, 100a/u Reserve Area provided, see below Design Basis for Reserve Area A. Estimated Percolation Rate B. Effluent loading rate firm Table 1 of 12 VAC 5-613 C. Gallons per day (Number of bedrooms X 150 gpdfbedroom) Area Calculations for Drip Dispersal Reserve Area A. Length of run (ft.) B Length of available area (ft.) C_ Width of available area (ft.) D. Total footprint required for drip dispersal (450gpd / 0.28gpd/sf), as per 12 VAC 5-613) E. 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