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HomeMy WebLinkAboutSUB202000094 Study 2020-07-13Page i of - E Construction Permit OSE/PE Report For: ElRepair Voluntary Upgrade Permit 1:1Permit Property Location: 911 Address: Lot 1 Section GPIN or Tax Map# 31-7 Latitude Applicant or Client Mailing Address: Name: Barry Wood Street: 4180 Earlysville Rd. Certification Subdivision Letter Approval City: Subdivision Health Dept ID # Longitude City: Earlysville State Zip Code :i22936 Prepared by: OSE Name Thomas G. Hogge Address PO Box 418 City Ruckersville PE Name Address City Date of Report OSE/PE .lob # License # 1940-001091 State VA License # State Zip Code 22968 Zip Code Date of Revision 4 Date of Revision #2 Contents/index of this report (e.g., Site Evaluation Summary, Soil Profile Descriptions, Site Sketch, Abbreviated Design, etc.) 3-Cover 2,3-Site and Soil Evaluation Report 4-Site Sketch 5-Design Calculations 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 duly issued by the applicable agency charged with licensure to perform the work contained herein. dhe 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 I recommend that a (select one): construction permit Elcertification letter E] subdivision approval Elbe (select one) Issued [I f pair permit 0 voluntary upgrade ❑ Denied 0 OSE/PE Signature Date 21d211; This form contains personal information subject to disclosure under the Freedom of Information Act. Revised 12/1/2014 Site and Soil Evaluation Report Page 2—of . VDH Use only HDIN: General Information Date: `3 ! .? AlbemarEe County Health Department Owner: Barry Wood Phone: 434-806--8808 Owner Address: 4180 Earlysville Rd., Earlysville, VA 22936 Property Address: Tax Map/GPIN #: 31-7 Subdivision: Section: Block: Lot: 1 Soil Information Summary 1. Position in landscape satisfactory: IN Yes ❑ No Describe landscape position: Sldeslope 2. Slope: 12 3. Depth to rock/impervious strata: Max. 72+ in. Min. 72+ in. N Not observed 4. Free Water Present: ❑ Yes ® No Range in inches: 5. Depth to seasonal water table (gray mottling or gray color): inches 8 Not observed 6. Soil percolation rate estimated: ®Yes ❑ No Estimated rate: 55 min/in at 48 inches depth Texture Group: ❑ I 1911 8 III © IV 7. Percolation test performed: 0 Yes El No If yes, provide additional data on percolation test results. Name and title of evalud' r: Thomas Graham Hagge, OSE Signature: El Site approved:'~ Absorption trenches �J (describe dispersal area, e.g. absorption trenches) dispersing Septic tank effluent —._. (proposed level of treatment at time of evaluation) to he placed at 48 (inches) depth at site designated on permit. Site provides a total of 3300 square feet of absorption area for primary and reserve (if applicable). El Site disapproved: Reasons for rejection (check all that apply) 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. ❑ Insufficient area of acceptable soil for required absorption area, and/or reserve area. 6. ❑ Proposed system too close to well. 7. ❑ Other (specify) This form contains personal information subject to disclosure under the Freedom of Information Act. Revised 12/l/2014 Date of Evaluation: 6-21-17 Property ID: T.M. 31-7, "Lot 1° Profile Description SOIL EVALUATION REPORT Page �3 of � Where the local health department conducts the soil evaluation the location of profile holes may be shown on the schematic drawing on the construction permit or the sketch submitted with the application. If soil evaluations are conducted by a private Onsite Soil Evaluator or Professional Engineer, location of profile holes and sketch of the area investigated including all structural features (i.e. sewage disposal systems, wells, etc.) within 100 feet of the site and reserve site shall be shown on the reverse side of this page or prepared on a separate page and attached to this form. (Augers) ❑ See k Hole # RE -MA application Horizon Bt Ct A Bt Ct C A Bt s etch 13 Depth (inches)Group D 6 6-30 30-72 0-8 8-36 36-56 56-72 0-6 6-32 See Construction Permit ❑ See sketch on reverse side or page attached to this Description of color, texture, etc. 10 YR 5/4 yellowish brown loam 5 YR 518 yellowish red clay loam w/ mottles of 5 YR 6/8 reddish yellow 7.5 YR 5/8 strong brown, friable loam saprolite; variegated w/ 10 YR 8/3 very pale brown, 10 YR 616 brownish yellow 10 YR 5/4 yellowish brown loam 5 YR 5/8 yellowish red clay loam wl mottles of 5 YR 618 reddish yellow 5 YR 5/8 yellowish red, friable loam saprolite; variegated wl 10 YR 5/4 yellowish brown, 10 YR 5/2 greenish brown 10 YR 8/3 very pale brown, friable, micaceous sandy clay loam saprolite; variegated w/ 5 YR 5/8 yellowish red, 10 YR 5/2 greenish brown 10 YR 5/4 yellowish brown loam 5 YR 5/8 yellowish red clay loam wl mottles of 5 YR 6/8 reddish yellow form. 'Texture 2 3 2 2 3 2 2 2 3 Ct C A et C Ap Bt CBt C RKS: Soil vroflles 32-48 48-72 0-6 6-44 44-72 0-10 10-27 27-44 44-72 are consistent 5 YR 5/8 yellowish red, friable loam saprolite; variegated w/ 10 YR 5/4 yellowish brown, 10 YR 5/2 greenish brown 10 YR 8/3 very pale brown, friable, micaceous sandy clay loam saprolite; variegated wl 5 YR 5/8 yellowish red, 10 YR 5/2 greenish brown 10 YR 6/4 light yellowish brown loam 5 YR 4/6 yellowish red clay loam 5 YR 518 yellowish red, friable loam saprolite; variegated wl 10 YR 8/3 very pale brown, 10 YR 514 yellowish brown 10 YR 5/4 yellowish brown loam 2.5 YR 4/8 red clay loam 2.5 YR 4/8 red, friable sandy clay loam w/ 10 YR 718 yellow 10 YR 8/3 very pale brown, friable, micaceous sandy clay loam saprolite; variegated w/ 5 YR 5/8 yellowish red, 10 YR 5/2 greenish brown with mnnnari W. v,,iiia i.,.- 2 2 2 3 2 2 3 2 2 This form contains personal information subject to disclosure under the Freedom of Information Act. Revised 12/1/2014 Page V of .5 SITE SKETCH SHOWING PROPOSED PRIMARY AND RESERVE SEPTIC, PROPOSED DIVISION OF TAX MAP # 31-7, ALBEMARLE COUNTY, VA OTL'O� L:O UCt A DILriINFILl:1). 11 IS L15. 1 5('W, RLPORT I Ol't'I t IF 1 LA! `11�1 T)i p;'112 V \T "i (� ,.;sPi:O\ T11E,S1.�13f)IVISIONT. 1 Y' )I ARE P.L �i y `013,.11.P ON i11I5 LOT- i'i-LAS1 11 1_ _if2ti�' ;+.;�U Lt`ii C':1\ Pl�f.i�.-'•,RIi .-`M-'R- I T Ri p0m, rOR YOU i 1446110 ,gypp ` j �., 1940E 1a1111111 n \ 0090 PROPOSED \ 0 0 SEPTIC (2' CONTOURS \ s - k f ARE SHOWN ONe f' 5 SUBDIVISION PLAT) O\ 3 \ ZX o \ cn &3C \\ - FRONT SETBACK 4 1� Lot 1 2.10 Acres ems\ f &3C _. u, r� I `\\\ R EiBACK\as T I D i0_ C / J PROPOSED SEPTIC (2' CONTOURS ARE SHOWN ON ff' S�� Lot SUBDIVISION PLAT) f/ �r� ' 2.91 Acres ' f/ 1 / / &3O f \ O 0 J � 3/4 / \ 0- WOODS LEGEND F41 Backhoe Pit C3) Auger Boring VC Proposed Well Spot Drainf eld/Reserve Corner Stake Proposed House Site SCALE: 1" — 100' BLUE RIDGE I SOIL CONSULTING, INC. AUTHORIZED ONSITE SOIL EVALUATORS (AOSEs) PO. Bax 4 €8 Rujd<ersviiie, VA 22968 (93 ) 985-2%SO Design Basis A. Estimated Percolation Rate (Minutes per inch) B. Trench bottom square feet Required per Bedroom (from Table 5.4) based on LJ Gravity ❑ LPD ❑ other: C. Number of Bedrooms Area Calculations: D. Length of Trench (ft.) E. Length of Available Area (ft.) F. Width of Trench (ft.) G. Number of Trenches H. Center -to -center spacing (ft,) I. Width required (ft.) J. Width of available area (ff.) K. Total square footage required L. Square footage in design M. Is a reserve area required? 472 �.J Page5of Design Calculations Proposed Division of Tax Map 31-7 "Lot 1 " Albemarle County, VA Using a grave€less system such as Ez Flow, 100% of reserve is provided by installing 5-#DD' lines.