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HomeMy WebLinkAboutSUB202200122 Assessment - Environmental 2022-07-01 (2)Page / _ of 5 ® Construction Repair Permit El Permit OSE/PE Report For: ElVoluntary Upgrade Permit Certification Letter Subdivision Approval Property Location: 911 Address: City: Lot 2 Section Subdivision GPIN or Tax Map # 58-95 Health Dept ID # Latitude Longitude Applicant or Client Mailing Address: Name: Blue Springs Land Corp. Street: PO Box 1285 City: Charlottesville State VA Zip Code 22902 Prepared by: OSE Name Thomas G. Hogge License # 1940-001091 Address PO Box 418 city Ruckersville State VA Zip Code 22968 PE Name License # Address City State Zip Code Date of Report Date of Revision #1 OSE/PE Job # Date of Revision #2 Contents/index of this report (e.g., Site Evaluation Summary, Soil Profile Descriptions, Site Sketch, Abbreviated Design, etc.) 1 Lover 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 VACS-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. ❑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 I recommend that a (select one): construction permit ❑certification letter 0 subdivision approval JEbe (select one) Issued repairpermit © voluntary upgrade ❑ Denied ❑ Date This form contains personal information subject to disclosure under the Freedom of Information Act. Revised 12/1/2014 Site and Soil Evaluation Report Page c2 of S VDH Use Only HDIN: General Information Date: 149— — NhMiarle County Health Department Owner: Blue Springs Land Corp. Phone: Owner Address: Property Address: Tax Map/GPIN #: 58-95 Subdivision: Section: Block: Lot: 2 Soil Information Summary 1. Position in landscape satisfactory: 8 Yes ❑ No Describe landscape position: Sideslope 2. Slope: 4 % 3. Depth to rock/impervious strata: Max. 60+ in. Min. 48 in. ❑ Not observed 4. Free Water Present: ❑ Yes W No Range in inches: 5. Depth to seasonal water table (gray mottling or gray color):_ inches N Not observed 6. Soil percolation rate estimated: 9 Yes ❑ No Estimated rate: 65 min/in at 30 inches depth Texture Group: ❑ I ❑ II 11111 ❑ IV 7. Percolation test performed: ❑ Yes p No If yes, provide additional data on percolation test results. Name and title o aluator: T omas Graham Hogge, OSE Signature: Site approved: nbs-muo vencnes (describe dispersal area, e.g. absorption trenches) dispersing Septic tank effluent (posed level of treatment at time of evaluation) to be placed at 30 (inches) depth at site designated on permit. Site provides a total of 12,000+ square feet of absorption area for primary and reserve (if applicable). 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 (sped)_ This form contains personal information subject to disclosure under the Freedom of Information Act. Revised 12/l/2014 Page 3of S Date of Evaluation: 5-18-21 Profile Description SOIL EVALUATION REPORT PIoperty ID: Division of TM 58-95, "Lot 2" 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. AUGER BORINGS ❑ See application sketch ❑ See Construction Permit N See sketch on reverse side or page attached to this form. Hole # Horizon Depth Inches Description of color, texture, etc. Texture Group 1 A 0-3 10 YR 4/3 brown loam 2 E 3-9 T5 YR 4/6 strong brown loam 2 Bt 9-42 10 R 4/6 red, micaceous clay loam with mottles of 10 R 6/6 light red 3 Ct 42-60 10 R 5/8 red sandy clay loam saprolite with 7.5 YR 6/8 reddish yellow; micaceous; firm 2 2 A 0-4 7.5 YR 4/4 brown loam 2 E 4-10 7.5 YR 416 strong brown loam 2 Bt 10-26 10 R 4/6 red, micaceous clay loam with mottles of 10 R 6/6 light red 3 C 26-48 2.5 YR 4/8 red, granitic, coarse loam saprolite, variegated with 2.5 YR 7/8 light red 2 and 5 YR 314 dark reddish brown; auger refusal at 48" 3 A 03 10 YR 4/3 brown loam 2 E 3-9 7.5 YR 4/6 strong brown loam 2 Bt M2 2.5 YR 4/8 red, micaceous silty clay loam; few mottles of 5 YR 6/8 reddish yellow 3 Bic 52.60 5 YR 5/8 yellowish red, micaceous, dense but friable slit loam 3 4 A 0-4 10 YR 4/3 brown loam 2 E 4.16 7.5 YR 4/6 strong brown loam 2 Bt 16-50 2.5 YR 4/8 red silty day loam; few Mn oxides of 10 YR 211 black 3 BIC 50-60 2.5 YR 4/8 red, micaceous, light clay loam; few mottles of 5 YR 618 reddish yellow 3 5 A 0.5 7.5 YR 4/6 strong brown loam 2 Bt 5-32 2.5 YR 418 red, micaceous clay loam 3 C 32-50 2.5 YR 418 red, granitic, coarse loam saprolite, variegated with 2.5 YR 7/8 light red 2 and 5 YR 314 dark reddish brown; auger refusal at 50" REMARKS: This form contains personal information subject to disclosure under the Freedom of Information Act. Revised 12/1/2014 STREAM BUFFER TM S —�--_ (TYP.) S 59042'01" E 1116.08 L 1- F S 59442'01" E 1221.68' �, ` `• ---IRF r - -- 1 �- 30' VEPCC ESM'T. - DB 1304-23 N 12`00'47" W 99.23' `, (TIE LINES \ a LOT roe 1 � p� ylovl'✓ FRCP, DRAINFIELD co 1 V N 59'42'01 " W 404.95' .••°'�En..... W 1 _ dos �: o�; ••' L TMP 74-15F G LOT 7 �'� ^d THI,s�,. -13 RF , `ilt l,t 1N. BLUE SPRINGS FARM 2` ', ���� N 57.04'57' PjR 1.341 Pn 199 P1 AT Copy o>• PL► T @ 1,,_ Zoo' Page _mil of 5 Design Basis A. Estimated Percolation Rate (Minutes per inch) Design Calculations Proposed Division of Tax Map 58-95 "Lot 2" Albemarle County, VA © @ 30" B. Trench bottom square feet Required per Bedroom (from Table 5.4) based on ® Gravity ❑ LPD ❑ other: EZ FLOW, PER GMP 135.A C. Number of Bedrooms q� Area Calculations: D. Length of Trench (ft.) 100 E. Length of Available Area (ft.) 100 F. Width of Trench (ft.) G. Number of Trenches H. Center -to -center spacing (ft.) 0 I. Width required (ft.) 117 Including reserve J. Width of available area (ft.) 71 125+ K. Total square footage required 1934 L. Square footage in design 2100 M. Is a reserve area required? yes 100% reserve is provided within the staked footprint.