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Home My WebLink AboutSUB201500034 Assessment - Environmental 2015-02-20 SOIL CONSULTING, INC. Page 1 of 5 A `i HORIZED ONSI TE SOIL EVALUATORS tAOSEs' OSE/PE Report for: F+)8 x 418 RtKkers+nlle.VA 22068 t434 985.2760 Construction Permit r Certification Letter ! 1 n Subdivision Approval 1- Property Location: 911 Address: City: Lot Residue Section Subdivision GPIN or Tax Map# 44-33C Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: David & Debby Garth Street: 625 Ivy Farm Dr. City:Charlottesville State VA Zip Code 22901 Prepared by: OSE Name Tom Hogge License# 1940-001091 Address PO Box 418 City Ruckersville, VA 22968 State VA _ Zip Code 22968 PE Name: License# Address City State Zip Code Date of Report February 20,2015 Date of Revision 41 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 5-Abbreviated Design 2-Client/Soil Information 3-Soil Profile Descriptions 4-Site Sketch • Certification Statement I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the Sewage Handling and Disposal Regulations(12 VAC5-610),the Private Well Regulations(12 VAC5-630)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. WlThe 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 541-402.11 I recommend that a(select one): nstruction permit❑ certification letter subdivision approval be(select one)issued© den' d F - OSE/PE Signature /�� Date 6� 5 Pageof.j^ Soil Evaluation Report Proposed Division of Tax Map 44-33C Albemarle County,VA Owner: David&Debby Garth Phone: (434)295-0584 Mailing Address: 625 Ivy Farm Dr. Phone: Charlottesville,VA 22901 Fax: Agent: Phone: Mailing Address: Phone: Fax: ' Site Address: Email: Directions to Property: From Charlottesville,take Garth Road towards Foxfield. T/R on Barracks Farm and right on Ivy Farm. Property is on the right,directly after Stillhouse Road. Subdivision: I Section: - Block: I - Lot: I Tax Map: 44-33C Other Property -Residue Dimension/Acreage 7.358 Acres Identification: of Property: Soil Information Summary I. Position in landscape satisfactory? Yes li4 No ❑ Describe: Sideslope 2. Slope 5% 3. Depth to Rock or impervious strata: Max. 48"+ Min. 36" 4. Depth to seasonal water table(gray mottling or gray color): No ® Yes ❑ Inches 5. Free water present: No ® Yes ❑ range in inches Yes I Texture Group 1 ❑ II El III® IV ❑ 6. Soil percolation rate estimated? No ❑ Estimated rate 75 min/inch at site designated on site sketch 7.Permeability test performed Yes ❑ No DA If yes,note type of test performed and attach Pageeof 5 Soil Profile Descriptions Proposed Division of Tax Map#44-33C Reserve Area for Existing Dwelling on Residue Albemarle County, VA Auger Depth Horizon Material Description Soil Boring (in) Texture Group 1 0-24 Bt1 2.5 YR 4/8 red clay loam 3 24-32 Bt2 2.5 YR 4/8 red, light, micaceous clay loam 3 32-48 C 10 YR 4/6 dark yellowish brown loam saprolite; becomes 2 resistant around 48"; boring terminated 1 2 0-5 A 5 YR 4/6 yellowish red loam 2 5-25 Bt 10 R 4/8 red clay loam;heavy 3 25-48 C 5 YR 7/8 reddish yellow sandy loam; friable; saprolite, with 2 5 YR 5/8 yellowish red; boring terminated at 48" 3 0-4 A 7.5 YR 4/6 strong brown loam 2 4-28 Bt 10 R 4/8 red clay loam 3 28-36 C 2.5 YR 4/8 red loam saprolite, micaceous,with 10 YR 5/1 2 gray(lithichromic);auger refusal on quartz at 36" _________ Hu-- Rent Iron round RI O216 0 1147 17 Page t:/ of ,— SITE SKETCH SHOWING PROPOSED PRIMARY AND RESERVE SEPTIC, TAX MAP # 44-33C , ALBEMARLE COUNTY, VA, SCALE: 1 " = 100' 2g -t 8 NO OTHER SEPTICS OR WELLS,EXISTING OR PROPOSED,WERE IDENTIFIED WITHIN 200 FEET OF SEPTIC PROPOSED IN THIS suBmrrrAL i I Property Line(.1 s. r------_,.. I SO4°33'36'[ •99 , ,...._ I '.!. NO15716" .64 'i' 23 -4 Ccii4 'I'll Ly .%' „ 0 00000000,,, . , INLT-1-1. RESERV Op if', :...,..... . ... ,-.4- K. . ------,S68 2. 44 ..**1-:e.:'•• '. ,....: -”. SEPTI ,OR 0, ------4P=t 0 ..„ • * 1. EX D 'LLING C) NI.7 4 k/IV 1 Fi '' ' ) * '••.0 .4#;, \."-. ''ts. -Y Obi i '' "200 fi.-- 1 •• • °,4 L AS '' • ›. •• I •tf0, •:. ° • 0 ..., -1.1 G ,ci„ 47, 0 ',..0' - •,,, 63C -- ----.,,, w I?• 6'•,... ., v -- °_, 11.** °is* 64.#190i%'‘ 1 ..........ott ' C,' ez, .,, ''! 0 ; -Z1 ..... ',-- . .....,i ,as, EX DR OLD I" ' ..:-.) ... .' ,.- WELL,NO DUG , L , CURRENTL . LL :::7'4,h Co*) Ze IN USE \------ ' ''',......,„„..,:kit' k q,t, 1 , 1:3) F---.,_ 1 12:1/,-'1:11 I PPRRIOMARPOSYEDaH__ dfileaielcin ,\12?--k '78'65:2: :::1' , '•- , . 7.-, 1314-in / ,/ .,3,,,, frank: r RESERVE lz; 21rMapie j -1 SEPTIC 50 ' shed ' SO Ch C;r1 / CS stor!, EX SEIMC = IN THIS "--) ranw --. Re4ittencc VICNITY (5;) -,, ,;:-/ :::" '-',,,,.,„,,, , „. Parcel Cl ,...., , ---,,,,,,,, ,,, s7657,23,w2,\7e32:ptcreet 1, i , :44 \ ''' ,, '' Id form --1/ EX DR. --.., „ 4 toad / ,7- ,.--,.• v-, . ----- ,_ ".Z.. , si9s -- Ii,./. i , ,, (2) - '''' 322.76 *'-..., 011 LEGEND 0 Auger Boring 111°E31 111:i7R1[)44G 3C Proposed Well Spot • Drainfield/Reserve Corner Stake SOIL CONSULTING, INC IF . - diKlik \ o NI V / Proposed House site AUTHORIZED ONSITE SOIL EVALUATORS (AOSEs) PO.Box 418 Ruckersvdle,VA 22968 (434)985-27t30 \71'.4-, I Page5aff Abbreviated Design Form Proposed Division of Tax Map#44-33C Reserve Area for Existing Dwelling on Residue Albemarle County,VA Design Basis A. Estimated Percolation Rate 75 @ 18" (minutes per inch) B. Trench bottom square feet 596 Required per bedroom (from Table 5.4)based on (X) Gravity LPD other C. Number of bedrooms 3 Area Calculations D. Length of trench(ft.) 75 E. Length of available area(ft.) 79-81 F. Width of trench (ft.) 3 G. Number of trenches 8 H. Center-to-center spacing (ft.) 9 I. Width required(ft.) 66 J. Width of available area(ft.) 70-81 K. Total square footage required 1788 L. Square Footage in design 1800 M. Is a reserve area required? This is the reserve. NOTE: FINISHED DRAINFIELD WILL NEED TO BE COVERED WITH A MINIMUM OF FIVE INCHES OF CLEAN FILL TO MAINTAIN AT LEAST 12 INCHES OF COVER OVER THE PERCOLATION PIPE.