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HomeMy WebLinkAboutSUB202200130 Assessment - Environmental 2022-07-25Page � - of 0- 6 Construction Permit OSE/PE Report For: ®Repair ® Voluntary Upgrade Permit Permit ® Certification Subdivision Letter Approval Property Location: 911 Address: City: Lot R Section C2 Subdivision Bonduran Farm GPIN or Tax Map # 86-61 Health Dept ID # Latitude Longitude Applicant or Client Mailing Address: Name: 743 Pennsylvania Avenue LLC, c/o Grayson Consulting Group Street: 178 Columbus Ave #231409 City: New York State NY Zip Code 10023 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 — - S a�.� 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 Cover 2,3-Site and Soil Evaluation Report 4,5-Site Sketch 6-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. FThe work attached to this cover page has been conducted under an exemption to the practice of engineering, specifically he exemption in Code of Virginia Section 54.1-402.A.11 recommend that a (select one): construction permit © certification letter © subdivision approval Elbe (select one) Issued Il repair pe�it © voluntary upgrade Q TT p �7 Denied OSE/PE Signature _ _ Date _ T - D - oc V v This forth contains personal information subject to dr closure underthe Freedom of Information Act. Revised 12/1/2014 Site and Soil Evaluation Report Page e� of ir 6 VDH Use Only HDIN: General Information Date: - - i — Amen,arie County Health Department Owner: 743 PennsyNsnia Avant L.L.G. Uo Grayson Consulting Group Phone: Owner Address: Property Address: Tax Map/GPIN #: 86-61 Subdivision: Bonduran Farm Section: C2 Block: Lot: R Soil Information Summary 1. Position in landscape satisfactory: N Yes ❑ No Describe landscape position: Sideslope 2. Slope: 20 % 3. Depth to rock/impervious strata: Max. 52 in. Min. 22 in. ❑ Not observed 4. Free Water Present: ❑ Yes ■ No Range in inches: 5. Depth to seasonal water table (gray mottling or gray color): inches 9 Not observed 6. Soil percolation rate estimated: E Yes ❑ No Estimated rate: 65 min/in at 4 inches depth Texture Group: ❑ 1 mil 11111 ❑ IV 7. Percolation test performed: ❑ Yes Q No If yes, provide additional data on percolation test results. Name and title of eva or: omas Graham Hogge, OSE Signature: El Site approved: Aoso papa ae mheaLJ (describe dispersal area, e.g. absorption trenches) dispersing TL-3 Effluent (proposed level of treatment at time of evaluation) to be placed at 4 (inches) depth at site designated on permit. Site provides a total of -7,000 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 (specify) This form contains personal information subject to disclosure under the Freedom of Information Act. Revised 12/1/2014 Page 3 of * 6 Date of Evaluation: 5-2772 Profile Description SOIL EVALUATION REPORT Property fD: pmposad disisbn of 6onduran Faun C2 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 # Depth Inches Description of color, texture, etc- Texture Grou 1 0-6 7.5 YR 4/4 brown loam FA 6-20 5 YR 518 yellowish red, light, friable day loam 3 20-24 5 YR 4/6 yellowish red, title channery but liable, very light day loam, variegated with 3 10 YR 618 brownish yellow and 10 YR 2/1 black (Mn); auger refusal at 24" 2 A 0-4 10 YR 4/3 brown loam 2 Ct 4-22 5 YR 4/6 yellowish red, little channery but friable sandy clay loam, variegated with 2 10 YR 6/8 brownish yellow and 10 YR 2/1 black (Mn); A/R at 22" 3 A 0-5 10 YR 4/3 brown loam 2 Bw 5-16 5 YR 5/8 yellowish red, light, friable day loam 3 Ct 16-54 5 YR 416 yellowish red, little channery but friable sandy day loam, variegated with 2 10 YR 6/8 brownish yellow and 10 YR 211 black (Mn); terminated near Cr boundary 4 Ap D-6 7.5 YR 4/6 strong brown loam 2 Bt 6-24 5 YR 5/6 yellowish red, very light, friable, little stony, micaceous day loam 3 Ct 24-31 5 YR 518 yellowish red, very light, friable sandy clay loam saproltte, var. with 2 10 YR an very dark grayish brown (mica) and 5 YR 6/8 reddish yellow; AIR at 31' 5 Ap 0-8 7.5 YR 4/6 strong brown loam 2 Bw 8-20 2.5 YR 5/8 red, very light, friable day loam to sandy day loam; stony 312 Ct 2054 5 YR 5/8 yellowish red little channery but friable sandy day loam, variegated with 2 10 YR 6/8 brownish yellow and 10 YR 211 black (Mn); AIR at 54' REMARKS: Soil profiles were very consistent with mapped Ashe. — This form contains personal information subject to disclosure under the Freedom of Information AcL Revised 12/1/2014 INIGER BSL BUILDING SETBACK LINE IF IRON PIN FOUND \ IS IRON PIN SET FLOOD ZONE HAZARD OVERLAY ` / (PER ALBEMARLE COUNTY CIS) / \/ % TMP 87-1A \ / / DN/FEB RAH BAL RUBY V WILL OF; OEBORAH :2712 D VIA TRUSTEE r!�• / IFS DB:2712 PG: 614 s � / C1 r r $ IF / N24.55WE ! T 11621' IF �BUNDORAN FARMS HOMESITE AREA,, L"r' t PROPOSED'' �. SP99 IF �h �.;5 PARCEL A\ 0` WCN* y, ` , r 7.928 AC. PROPOSED r• � � \� �ii GRAINFIELD LOCATION TMP 88-83A. \- �`�' '`. " .8BT45- 45�n• OPEN SPACE NDNDORAN \ IF FARM / N/F BUNDORAN FARM COMMUNITY ASSOCIATION INC DB:5426 PG:27 1 EXISTING 08:4470 PG.590(PLAT) I IMP 86-61 a III i LOT C2-R WATER PROTECTION ORDINANCE' I'i 32.182 AC. (PER ALBEMARLE COUNTY GIS) I Il 125' STREAM BUFFER (SUB PLAT 08:3466 PG:87) PROPOSED RESIDUE TMP 86-61 LOT C2—R 7 GOODLB44Gd ROAD III �`1` 24.254 AC. 30' PRIVATE ACCESS EgSEMENT TMP 86-63 ¢y -" TAT & N/F HOROWITZ, HOWARD r7'W B OR BONNIE D BE 4470 PG: 594 20' DRAINAGE EA' OR 4470 PG:590(PLAT) ❑6 .1486 200 0 200 400 600 SCALE: 1-=200' DRAINFIELD EXHIBIT TAX MAP 86 PARCEL 61 LOT C2-R V I BUNDORAN FARMS SAMUEL MILLER MAG. DISTRICT, ALBEMARLE COUNTY, VA GRAINFIELD DETAIL -SEE SHEET V21 IMP 87-10 N/F CLOVER GREEN FARM LLC I 08:1511 PG:465 BUNDORAN FARMS ` HOMESITE AREA i , 11 7BUNDORAN FARMS/ HOMESITE AREA/ 1 ` TMP 68-66 TMP 86-62 LOT C7 TAT C3 HOROWITZ, HOWARD N/F TRIPP, SASHA B AND BONNIE D 1 A KELLEY TRIPP DB:4642 PG:611 08:5425 PG:774 BC. WlRQTB)A=GALEkA8E0 A PROFE59GNAL COBPCRAlC SERNNG MRGNIA SINOEI95 v„07-01'2022 DATE: SCALE: 1'=200' REV,; JOB: 8236 REV,; FlLE: 20.1716 y/#6 0WGAITMPROJ 17168unl n Lot L2 C.i,M l6"Wl 9 1 RECORD NORTH I TMP 07-10 N/F CLOVER GREEN FARM LLC DB:4269 PC:61 DB: 1511 PG: 465 1 / / •••••lYfO GCIiP!! 1 .•t�tiALTH o ••MAS �1 E TA # 1 G4DaG 1 I PROPOSED PARCEL A BUNDORA F HOMESIIE 9`/ 7.928 AC. 1 AREA TMP 87-1A 5 9 IY N/F BALLARD, RUBY V WILL OF; DEBORAH v BALLARD VA TRUSTEE DB: 2712 PG: 614 PROPOSED DRAINFIELD oG 1 - -716- _ , LOCATION EPT 11�RoP�6D 5 `� WATER PROTECTION ORDINANCE \ (PER ALBEMARLE COUNTY GIS) 1 _— ycl I' GIS) ,A� c 1 FLOOD ZOSE A BEMA L ACOU tt LFY I NO OP'% (Pp�40Lan'q kF ARD O�,R\' 1 (SU125' STRE 3 B6FFER Nry Y CIS) \ 40 0 40 80 120 1 \. SCALE: 1'=40' SHEET: DRAMIELD EXHIBIT TAX MAP 86 PARCEL 61 V2 LOT C2-R BUNDORANFARMS SAMUEL MILLER MAG. DISTRICT, ALBEMARLE COUNTY, VA OF V2 BUITDABUW GM E Al A830 C., DF- A PROFESSIONAL CORPORATION SERNNG MRGINIA 9NCEi46 a:wGA�Tmaaoa�o+>>c R��er�a� Lol ua LEv,EmowcvR�mivam��zo ni�aw,eora� a-0amnaa �nmie..a Page 4 of ' Design Calculations Bonduran Farm C2-R Albemarle County, VA DRIP DISPERSAL WITH TL-3 EFFLUENT Design Basis A. Estimated Percolation Rate 65mpi @ 4" B. Square footage 1,000 (150GPD/0.15 GPD PER SQ. FT.) Required per bedroom Based on []Gravity ❑ LPD ®Other: TL-3 EFFLUENT TO DRIP DISPERSAL, PER 12 VAC 5-613-10, REGULATIONS FOR ALTERNATIVE ONSITE SEWAGE SYSTEMS. C. Number of bedrooms 3 Area Calculations D. Length of lines (ft.) 100 E. Length of available area (ft.) 100 F. Width of trench (ft.) n/a G. Number of lines 15 H. Center -to -center spacing (ft.) 2 1. Width required (ft.) 30 J. Width of available area (ft.) 30+ K. Total square footage 3,000 (1,000ft2/BRx 3BR) required L. Square footage in design 3,000