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HomeMy WebLinkAboutSUB202200214 Other 2022-12-15Page---L of Construction © Repair Permit Permit OSE/PE Report For: Voluntary Upgrade Permit ® Certification Letter FSubdivision Approval Property Location: 911 Address: City: Lot E1 Section Subdivision GPIN or Tax Map # 86-17C5 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 Code 22968 PE Name License # Address City State Zip Code Date of Report Date of Revision #1 OSE/PE Job # Date of Revision #2 Coments/Index of this report (e.g., Site Evaluation Summary, Soil Profile Descriptions, Site Sketch, Abbreviated Design, etc.) 1-Cover 2,3-Site and Soil Evaluation Report -PRIMARY 4,5-Site and Soil Evaluation Report -RESERVE 6-Site Sketch 7-Copy of Plat 6,9-Design Calculations Certification Statement I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the opplicable 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. VIThe 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.A11 I recommend that a (select one): construction permit Elcertification letter © subdivision approval Qbe (select one) Issued Wair permij 0 voluntary upgrade 13 Denied 17 OSE/PE Date This form contains personal information subject to disetosure under the Freedom of Information Act. Revised 12/1/2014 Site and Soil Evaluation Report PRIMARY DRAINFIELD Page -Q1 of vnH use only MIN: General Information Date: /cZ—/S- o? a-- Albemarle County Health Department Owner: Israel's Gap Community Fund, LLC Phone: (434) 284-0808 Owner Address: Property Address: Tax Map/GPIN #: 86-17C5 Subdivision: Section: Block: Lot: E1 Soil Information Summary 1. Position in landscape satisfactory: M Yes ❑ No Describe landscape position: Sldeslope 2. Slope: 13 % 3. Depth to rock/impervious strata: Max. 72+ in. Min. 63+ in. 6 Not observed 4. Free Water Present: ❑ Yes ■ 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: 55 min/in at 36 inches depth Texture Group: ❑ 1 off B III ❑ IV 7. Percolation test performed: ❑ Yes I7 No If yes, provide additional data on percolation test results. Name and title of aluator• homas Graham Hogge, OSE Signature: El Site approved: Absorpt—tre-has (describe dispersal area, e.g. absorption trenches) dispersing Septic tank effluent (proposed level of treatment at time of evaluation) to be placed at 36 (inches) depth at site designated on permit. Site provides a total of 4,000+ 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. S. ❑ 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 12/12014 PRIMARY DRAINFIELD q Page 3 of Date of Evaluation: 9-7-22 Profile Description SOIL EVALUATION REPORT Properly ID: Proposed division of 86-17C5, Lot El 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 i See Construction Permit ❑ See sketch on reverse side or page attached to this form. Hole # Horizon Depth Inches Description of color, texture, etc. Texture Group 1 A 04 10 YR 413 brown loam 2 PIT E 4-9 7.5 YR 5/6 strong brown sandy day loam 2 Bt 9-24 2.5 YR 4/8 red clay loam; subangular blocky (SBK) 3 BtC 24-W 5 YR 5/8 yellowish red, friable, saprolitic, light clay loam with 5 YR 618 reddish yellow 3 C 36-63 7.5 YR 516 strong brown, friable sandy loam saprolite (granite/gneiss); channery in places; 2 variegated with 7.5 YR 8/4 pink and 2.5 Y 5/1 gray (lithic) 2 A 04 7.5 YR 414 frown loam 2 BORING Bt 4-20 2.5 YR 4/8 red day loam; friable 3 Ct 20-36 5 YR 516 yellowish red, friable loam saprolite 2 C 36-72 7.5 YR 5/6 strong brown, 5iable sandy loam saprolite, var. with 7.5 YR 8/4 pink and 2.5 Y 5/1 gray (lahle) 2 3 A 04 10 YR 4/3 brown loam 2 PIT E 4-10 7.5 YR 5/6 strong brown sandy clay loam 2 Bw 10-20 2.5 YR 4/8 red, very stony sandy day loam 2 Ct 20-72 7.5 YR 5/6 strong brown, friable sandy loam saprolite; very stony in places (mostly a vein 2 of quartz); variegated with 7.5 YR 8/4 pink and 2.5 Y 5/1 gray (lithic) 4 A 0.6 10 YR 4/3 brown loam 2 PIT Bt 6-25 2.5 YR 518 red, friable day loam; SBK 3 C 25.72 7.5 YR 5/6 strong brown, friable sandy loam saprolite (granite/gneiss); channery in places; 2 variegated with 7.5 YR 814 pink and 2.5 Y 5/1 gray (lithic) REMARKS: This form contains personal information subject to disclosure under the Freedom of Information Act Revised 12/1/2014 Site and Soil Evaluation Report RESERVE DRAINFIELD Page __qaf / VDH use only HDIN: General Information Date: Albemarle County Health Department Owner: Israel's Gap Community Fund, LLC phone: (434) 284-0808 Owner Address: Property Address: Tax Map/GPIN #: 86-17C5 Subdivision: Section: Block: Lot: Soil Information Summary 1. Position in landscape satisfactory: B Yes ❑ No Describe landscape position: Sideslope 2. Slope: 15 Z. 3. Depth to rock/impervious strata: Max. 69+ in. Min. 36 in. ❑ Not observed 4. Free Water Present: ❑ Yes i 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 18 inches depth Texture Group: ❑ I B II N 111 ❑ IV 7. Percolation test performed: © Yes El No If yes, provide additional data on percolation test results. Name and title of ev to.. Thomas Graham 1 lugge, OSE Signature: ID Site approved: Abco 0-trenohea (describe dispersal area, e.g. absorption trenches) dispersing TL-3 Effluent (proposed level of treatment at time of evaluation) to be placed at 18 (inches) depth at site designated on permit. Site provides a total of 5,600+ square feet of absorption area for primary and reserve (if applicable). I] 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 suhiect to disclosure under the Freedom of Information AM. Revised 12/1/2014 RESERVE DRAINFIELD Q Page -5of / Date of Evaluation: 9-7-22 Profile Description SOIL EVALUATION REPORT Property ID: Proposed division of 86-17C5 — —OT E 1 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 ® See Construction Permit ❑ See sketch on reverse side or page attached to this form. Hole 9 Horizon Depth Inches Description of color, texture, etc. Texture Group 5 Bt 0-15 2.5 YR 4/8 red day loam; subangular blocky (SBK) 3 BORING CBt 15.27 5 YR 518 yellowish red, very light clay loam to sandy clay loam saprolite with 5 YR 7/8 reddish yellow 3/2 C 2757 10 YR 813 very pale brown, friable sandy loam saprolite with 2.5 Y 5/1 gray; auger refusal at 57" 2 6 A 0-5 7.5 YR 414 brown loam 2 PIT Bt 5-16 10 R 4/8 red clay loam; SBK 3 C 16-69 10 YR 416 dark yellowish brown, friable sandy loam saprolite; cannery in places; variegated with 2 2.5 Y 4/3 olive brown and 2.5 Y &8 dive yellow 7 Ap 0-8 7.5 YR 5/6 strong brown sandy clay loam 2 PIT Bt 8-32 2.5 YR 4/8 red day loam; good SBK 3 CBt 32-46 5 YR 5/8 yellowish red, very light clay loam to sandy clay loam saprolite with 5 YR 7/8 reddish yellow 3/2 C 46-69 2.5 Y 4/3 olive brown sandy loam saprolite; friable, with 10 YR 813 very pale brown and 2 7.5 YR 814 pink 8 A 0-6 T5 YR 4/4 brown loam 2 PIT Bw 6-12 5 YR 4/6 yellowish red, very light, friable clay loam 3 C 12-36 10 YR 813 very pale brown, friable sandy loam saprolite with 2.5 Y 511 gray; hard rock 2 across pit bottom REMARKS: This form contains personal information subject to disclosure under the Freedom of Information Act. 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N y 46 m mQ�j O 2 J J J J J J J m p >> J J w rmr LL N m r 2^ / mJ J �/9 Design Calculations Proposed Division of Tax Map 86-17C5 "Lot EV Albemarle County, VA p2tmlARy 62AINFIELb Design Basis A. Estimated Percolation Rate (Minutes per inch) B. Trench bottom square feet Required per Bedroom (from Table 5.4) based on 1AI 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.) 3 G. Number of Trenches O H. Center -to -center spacing (ft.) 0 I. Width required (ft.) 120 J. Width of available area (ft.) 0 K. Total square footage required 1984 L. Square footage in design 2100 M. Is a reserve area required? yes Page 3of / 100% reserve is provided in the staked footprint. Page! of / Design Calculations Proposed Division of Tax Map 86-17C5 'Lot E 1 " Albemarle County, VA RESERVE DRAINFIELD Design Basis A. Estimated Percolation Rate (Minutes per inch) B. Trench bottom square feet 263 (I50GPD/0.57 GPD PER SQ_ FT.) Required per Bedroom (from Table 5.4) based on O Gravity ❑ LPD O othw. •TL-3 EFFLUENT TO GRAVITY -DOSED TRENCHES, PER 12 VAC 5-613-10, REGULATIONS FOR ALTERNATIVE ONSITE SEWAGE SYSTEMS. IN ACCORDANCE WITH GMP 156, TL-3 EFFLUENT MUST BE PROVIDED BY AN APPROVED PROPRIETARY NITROGEN REMOVAL TREATMENT UNIT, PROVIDING A NET TOTAL NITROGEN REMOVAL (AT THE PROJECT BOUNDARY) OF 50%. C. Number of Bedrooms Area Calculations: D. Length of Trench (ft.) 75 E. Length of Available Area (ft.) 75+ F. Width of Trench (ft.) 0 G. Number of Trenches 0 H. Center -to -center spacing (ft.) 10 I. Width required (ft.) 43 J. Width of available area (ft.) 70 K. Total square footage required 1052 L. Square footage in design 1125