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Home My WebLink AboutSUB202200213 Other 2022-12-15Page of S ElConstruction Permit OSE/PE Report For: ®Repair ® Voluntary Upgrade Permit Permit ® Certification Letter Subdivision Approval Property Location: 911 Address: City: Lot 5B Section Subdivision GPIN or Tax Map # 86-17C4 Health Dept ID # Latitude Longitude Applicant or Client Mailing Address: Name: Israel's Gap Community Fund, LLC Street: 2100 Drovers Lane City: North Garden State VA Zip Code 22959 Prepared by: OSE Name Thomas G. Hogge License # 1940-001091 Address PO Box 418 City Ruckersville State VA Zip Code22968 PE Name License # Address City State Zip Code Date of Report /Z — /S— Z 2; Date of Revision #1 OSE/PE Job # Date of Revision #2 Contents/Index of this report (e.g., Site Evaluation Summary, Soll Profile Descriptions, Site Sketch, Abbreviated Design, etc.) 1-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. 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 ® subdivision approval I]be (select one) Issued In repair per'nW voluntary upgrade ® Denied I] OSE/PE Signature /7t __. _ Date 12- - 15- Z-Z This form contains personal information subject hfdisclosure under the Freedom of Information Act. Revised 12/1/2014 Site and Soil Evaluation Report Page Z of 5 VDH Use Only HDIN: General Information Date: / 2 - /Sr- Z. Z AWffaie County Health Department Owner: Israel's Gap Community Fund, LLC Phone: (434) 284-0808 Owner Address: Property Address: Tax Map/GP1N #: 86-1 7C4 Subdivision: Section: Block: Lot:5B Soil Information Summary 1. Position in landscape satisfactory: O Yes ❑ No Describe landscape position: Sideslope 2. Slope: 14-17 % 3. Depth to rock/impervious strata: Max. 76+ in. Min. 72+ in. B Not observed 4. Free Water Present: ❑ Yes ■ No Range in inches: 5. Depth to seasonal water table (gray mottling or gray color): inches 0 Not observed 6. Soil percolation rate estimated: B Yes ❑ No Estimated rate: 55 min/in at 48 inches depth Texture Group: 9 I N 11 B III ❑ IV 7. Percolation test performed: ❑ Yes El No If yes, provide additional data on percolation test results. Name and title of ev ator. omas Graham HOgge, OSE Signature: El Site approved: AbsorphrvftMfts (describe dispersal area, e.g. absorption trenches) dispersing Septic tank effluent (proposed level of treatment at time of evaluation) to be placed at 48 (inches) depth at site designated on permit. Site provides a total of 1 0,000+ square feet of absorption area for primary and reserve (if applicable). 0 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. ❑ Others i This form contains personal information subject to disclosure under the Freedom of Information Act. Revised 12IW014 Page 3 of 5 Date of Evaluation: 8-24-22 Profile Description SOIL EVALUATION REPORT Property ID: Propesed dlvislon of 86-17c4, -tot 511" 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. ❑ See application sketch B See Construction Permit ❑ See sketch on reverse side or page attached to this form. Hole ft Horizon Depth aches Description of color, texture, etc. Texture Group 1 A 0-6 10 YR 413 brown loam 2 PIT Bt 6-36 2.5 YR 5/8 red, very light, friable clay loam with subround, coarse grains 3 2Ct 36-72 5 YR 518 yellowish red, friable loam saprolite; variegated with 5 YR 7/8 reddish yellow 2 and 10 YR 813 very pale brown; texture lightens with depth 2 A 05 10 YR 4/3 brown loam 2 PIT Bt 5-24 2.5 YR 4/8 red, light, friable Gay loam; subangular blocky 3 Ct 24-38 5 YR 618 yellowish red, little dense but friable, light clay loam to sandy clay loam 3/2 with 5 YR 7/8 reddish yellow C 38-72 2.5 Y 4/4 olive brown, friable loam saprolite (schist); var. with 5 YR 5/8 yeliovAsh red and 2 10 YR 813 very pale brown 3 A 04 7.5 YR 4/6 strong brown sandy clay loam 2 BORING Bt 442 2.5 YR 5/8 yellowish red, friable clay loam; several subround, large pebbles 3 2Ct 42-72 1 5 YR 518 yellowish red, friable, micaceous loam saprolite with 2.5 Y 614 light yellowish brown; 2 texture lightens with depth 4 A 0.5 10 YR 4/3 brown loam 3 PIT Bt 5-18 7.5 YR 4/6 strong brown, very light, friable silty clay loam 3 Ct 18-28 5 YR 5/8 yellowish red, little dense but friable, light day loam to sandy Gay loam 312 With 5 YR 7/8 reddish yellow C 28-77 2.5 Y 4/4 olive brown, liable loam saprolite (schist); var. with 5 YR 5/8 yellowish red and 2 10 YR 8/3 very pale brown 5 A 0.5 10 YR 413 brown loam 2 BORING Bt 5-20 2.5 YR 418 red, light. friable, micaceous clay loam 3 Ct 20-34 5 YR 5/6 yellowish red, friable, micaceous sandy loam; saprofdic 2 C 34-72 2.5 Y 414 olive brown, friable loamy sand saprolite (granitic)); var. with 5 YR 5/8 yellowish red and 1 10 YR 8/3 very pale brown REMARKS: This form conhiins personal information subject to disclosure under the Freedom of Information AcL Revised 12/1/2014 J J i. � • +�JV 1"4 �Je i�e.A � i f 1 �SiAKE� �n n� O S nnnn bSTAKE PROF fSEQ t 40 '--•J .I 1 ,T�/'�,r! SEPTIC �� A� 173. 17' � STAKE STAKE 1 r I 1 r jar 611.36' IS N88 *30'00"W 784.53'� 4403 5743 LOT 5B 0 Co 22 A6 ACRES I Q Q, %,wo fe G sow J e'�'� s co R die el O /cov��beF, -For 1 ' 'mOr� O� Q R T O Q 5 ' STAKE STAKE TAKE I IS on DIIAINFIELD / ^ "PAREA �19 ¢ - I5 PROPOSED Q LOT 4B � w NO3 •36' 35"w o 400.00 '— jQ 22 North 3882964 IS East 11426280 Page � of E ca r a. Cn aT7 O rn to PROP u) l REVISED ISRAEL'S GAP COMI INS INS T.#20220 , IS (A ❑.8.5 D.8.50- North 3884383 D.B.48 East 11426527 SITE SKETCH III = 2001 qa.W 60 LEGEND ® HOUSE SITE AUGERBORING Q BACKHOE PIT SC PROPOSED WELL lS� D d .o ,`peeceoto:cecoo°° F p,LTII o a TI AS y0.J2-gksf2?1°� ° V`194�C'3�`1 0o IS North 3883095 East 11426897 Design Basis A. Estimated Percolation Rate (Minutes per inch) Design Calculations Proposed Division of Tax Map 86-17C4 "Lot 56" Albemarle County, VA 55 @ as B. Trench bottom square feet Required per Bedroom (from Table 5.4) based on E 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.) l� J G. Number of Trenches H. Center -to -center spacing (ft.) 0 I. Width required (ft.) 102 J. Width of available area (ft.) 102+ K. Total square footage required 1648 L. Square footage in design 1800 M. Is a reserve area required? yes Pages of 5 100% reserve is provided in the staked footprint.