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Home My WebLink AboutSUB202100016 Certified Engineer's Report 2021-02-23Page 1 of 6 OSE/PE Report For: Repair ❑ Voluntary Upgrade I ❑ I Certification ® Subdivision ❑ Inspection Property Identification: 911 Address: 1821 Ed Jones Rd. City: Scottsville Lot: Section: Subdivision: GPIN or Tax Map #: 115-40B Health Department ID #: Latitude: _ Longitude: Applicant or Client Mailing Address: Name: Hams- James E. or Mildred W. Street: 1821 Ed Jones Rd. City: Scottsville State: VA Zip Code: 24590 Prepared by: OSE Name: William J. 'Jeff' Loth. IV License Number: 1940001316 Address: 222 Sycamore Lane City: Anon State: Virginia Zip Code: 22920 PE Name: License Number: Address: City: _ State: _ Zip Code: Date of Report: 1/28/21 Date of Revision 1: OSE/PE Job Ntmlber: Date of Revision 2: Contentsandex of this Mi2rt (C9., Site Evilaation Summa , Soil Pro ale Dmriptions, Site Sketch, Abbreviated Design, etc.) 1. Cover Pace 2 Application 3. Soil Summary Report 4. Soil Profile & Desien Calculations 5 Plat with Sanitary Survey Well Location, Topomaphy, Borine 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 a0 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 dully issued by the applicable agency charged with limnsure 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, ❑ D ied PE/OSE Signature: Date: 1/28/21 Page 2 of 6 Commonwealth of Virginia Application for: ® Sewage System ❑ Water Supply VDH Use Only Health DepartmentIDii Due Date: Owner: Hams James E. or Mildred W. Phone: 434 960-0685 Mailing Address: 1821 Ed Jones Rd. Scottsville VA 24590 Phone: Fax: Agent: Phone: Mailing Address: Phone: Fax: Site Address: 1821 Ed Jones Rd. Scottsville, VA 24590 Email: harris202 link net Directions to Property: north of Rt. 728, 500' east of Rt. 620 Subdivision: Section: Block: Lot: Tax Map: 115401B Other Property Identification: Dimension/Acreage of Pro 3.11 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, ❑ 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 ❑ Intermitter or seasonal use ❑ Temporary use not to exceed 1 y_car ❑ Other (describe) Will the water supply be ❑ Public or ® Private Is the Waite supply ® Existing or ❑ Proposed If proposed, is this a replacement well? ❑ Yes ❑ No Will the old well be abandoned ❑ Yes ❑ No Have or will any buildings within 50' of the proposed well been or be termite treated? ® No ❑ Yes 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 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 saes 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: 12/22/20 Submitted to Albemarle County Health Department Applicant: Harris, James E. or Mildred W. Telephone: (434) 960-0685 Address: 1821 Ed Jones Rd., Scottsville, VA 24590 Owner: same Address: Location: north of Rt. 728, 500' east of Rt. 620 Tax Map: 11540B Subdivision: Property Size: 3.11 ac. Lot: Soil Information Summary 1. Position in landscape satisfactory? Yes ® No ❑ Describe: shoulder & sideslope 2. Slope (max) 12 % 3. Depth to Rock or impervious strata: Max. 42+ in. Min. 42 in. (24" 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 ❑ 11 ❑ III ® 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 ® Site Approved Drainfield to be placed at 24" depth at site designated on plat. Reserve drainfield would require TL-3 and pressurized distribution. ❑ 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 1821 Ed Jones Road Tax Map 115-40B Albemarle County, Virginia Soil Profile Hole Hrzo Depth Material Description Txt Grp 1 Ap 0-2 1 3/3 dark brown Loam 2 B 2-7 7.5 5/4 brown Clay Loam weak granular 3 BtC 1 7-20 5yr5/6 yellowish red Clay Loam, weak fine SBY, with common very highly weathered schist fragments and soft 1 /8 yellowish brown, l0yr81l white Silt Loam saprolite 3 BtC2 2042 2.5y6/8 red Clay Loam, weak fine SBI{, with common very highly weathered schist fragments and soft 1 /8 yellowish brown 1 /l white Silt Loam saprolite 3 R 42 Auger refusal 2 An 0-3 10 3/3 dark brown Loam 2 B 3-6 oam weak granular 7.5 5/4 brown Cis Loam, 3 BtC 6-42 5yr5/6 yellowish red Clay Loam, weak fine SB& with common very highly weathered schist fragments and soft 1 5/8 yellowish brown 1 1 white Silt Loam saprolite 3 3 Ap 0-4 1 3/3 dark brown Loam 2 B 4-6 7.5 5/4 brown Clay Loam, weak granular 3 BtC 642 2.5yr5/8 red Clay Loam, weak fine SBY, with common very highly weathered schist fragments and soft 1 /8 yellowish brown, 1 1 white Silt Loam rolite 3 4 Ap Loam 2 RSV B 4-8 7.5 /4 brown Clay Loam, weak granular 3 BtC 8-42 5yr5/6 yellowish red Clay Loam, weak fine SBY, with common very highly weathered schist fragments and soft 1 /8 yellowish brown, 1 /1 white Silt Loam saprolite 3 5 AD 0-2 1 3/3 dark brown Loam 2 RSV B 2-6 7.5 5/4 brown Ck Loam weak granular 3 BtC 6-24 2.5yr5/8 red Clay Loam, weak fine SBY, with common very highly weathered schist fragments and soft 1 /8 yellowish brown, 1 /1 white Silt Loam saprolite 3 R 24 Auger refusal Design Basis for Primary Drainfield A. Estimated Percolation Rate 65 Q 24 in. B. Trench bottom square feet required per bedroom 496 C. Number of bedrooms 5 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 9 E. Center -to -center spacing (ft.) 10 F. Width required (fL) 83 G. Width of available area (ft.) 120 H. Total square footage required 2480 I. Square footage in design 2780 L Is a reserve area required? Yes, 100% Reserve Area Provided Design Basis for Reserve Dripfield A. Estimated Percolation Raze 65 Q 0-12 in. B. Effluent loading Tate from Table 1 of 12 VAC 5-613 0.27 gpd/sf C. Gallons per day (Number of bedrooms X 150 gpd/bedroom) 750 Area Calculations for Reserve Dripfield A. Length of Tan (ft.) 100 B Length of available area (ft.) 100 C. Width of available area (ft-) 37 D. Total footprint required for drip dispersal (750gpd / 0.27gpd/sf), as per 12 VAC 5-613) 2778 E. 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