The URL can be used to link to this page

Home My WebLink AboutSUB202100103 Assessment - Environmental Family Division Plat 2021-07-13Page_____ of _____ OSE/PE Report For: Construction Permit Certification Letter Subdivision Approval Property Location: 911 Address: _______________________________________________________ City: _________________ Lot _________ Section ________________________ Subdivision ___________________________________ GPIN or Tax Map # _______________________________ Health Dept ID # ___________________________ Latitude ________________________________________ Longitude _________________________________ Applicant or Client Mailing Address: Name: ___________________________________________________________________________________ Street: ___________________________________________________________________________________ City: _________________________________________ State _______________Zip Code ________________ Prepared by: OSE Name ______________________________________________ License # ______________________ Address _________________________________________________________________________________ City _________________________________________ State ______________ Zip Code PE Name _______________________________________________License # __________________________ Address __________________________________________________________________________________ City _________________________________________ State ______________ Zip Code _________________ 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-ϰ02.A.11 I recommend that a (select one): construction permit certification letter subdivision approval be (select one) Issued Denied OSE/PE Signature ________________________________________________ Date ______________________________ Contents/Index of this report (e.g., Site Evaluation Summary, Soil Profile Descriptions, Site Sketch, Abbreviated Design, etc.) ________________________________________________ _____________________________________________________ ________________________________________________ _____________________________________________________ ________________________________________________ _____________________________________________________ ________________________________________________ _____________________________________________________ Date of Report _________________________ Date of Revision #1 ____________________ OSE/PE Job # __________________________ Date of Revision #2 ____________________ ZĞƉĂŝƌ Permit sŽůƵŶƚĂƌǇhƉŐƌĂĚĞ Permit ƌĞƉĂŝƌƉĞƌŵŝƚ ǀŽůƵŶƚĂƌǇƵƉŐƌĂĚĞ 7KLVIRUPFRQWDLQVSHUVRQDOLQIRUPDWLRQVXEMHFWWRGLVFORVXUHXQGHUWKH)UHHGRPRI,QIRUPDWLRQ$FW5HYLVHG 6KHQDQGRDK6RLO&RQVXOWLQJ//& 32%R[:ROIWRZQ9$ 15 Michael L. Stroble 1940001477 P.O. Box 192 Wolftown VA 22748 Mark & Christine King 5505 Hope Lane North Garden VA 22959 5505 Hope Lane North Garden Lot 1 98-1A1 Lot 1 ✔ 7/13/2021 Page 1: OSE Certification Page 4: Survey Plat of Drainfield & Reserve Page 2: Site & Soil Evaluation Summary Page 5: Abbreviated Design Page 3: Soil Evaluation Notes 7/13/2021 210020 ■ ■■ Page ___ of ___ Site and Soil Evaluation Report General Information Date: _____________________________________ ______________________ County Health Department &OLHQW: ___________________________________ Phone: _______________________________________ Owner Address: _____________________________________________________________________________ Property Address: ____________________________________________________________________________ Tax Map/GPIN #: ___________________________________________________________________________ Subdivision: ________________________________ Section: __________________ Block: _____ Lot: _____ Soil Information Summary 1. Position in landscape satisfactory: Yes No Describe landscape position: ______________________ 2. Slope: _____ % 3. Depth to rock/impervious strata: Max. _____ in. Min. _____ in. Not observed 4. Free Water Present: Yes No Range in inches: _______________________________ 5. Depth to seasonal water table (gray mottling or gray color): _____ inches Not observed 6. Soil percolation rate estimated: Yes No Estimated rate: _____ min/in at _____ inches depth Texture Group: I II III IV 7. Percolation test performed: Yes No If yes, provide additional data on percolation test results. Name and title of evaluator: ____________________________________________________________________ Signature: __________________________________________________________________________________ VDH Use Only HDIN: ________________________ This form contains personal information subject to disclosure under the Freedom of Information Act.Revised 12/1/2014 Site approved: _______________________ (describe dispersal area, e.g. absorption trenches) dispersing __________________ (proposed level of treatment at time of evaluation) to be placed at _____ (inches) depth at site designated on permit. Site provides a total of _____________ square feet of absorption area for SURSRVHG GUDLQILHOGDQGreserveDUHDFRPELQHG. Site disapproved: Reasons for rejection (check all that apply) Position in landscape subject to flooding or periodic saturation. Insufficient depth of suitable soil over hard rock. Insufficient depth of suitable soil to seasonal water table. Rates of absorption too slow. Insufficient area of acceptable soil for required absorption area, and/or reserve area. Proposed system too close to well. Other (specify) ___________________________________________________________________ 25 7/13/2021 Albemarle Mark & Christine King (434) 987-1177 5505 Hope Lane, North Garden 5505 Hope Lane, North Garden 98-1A1 Lot 1 1 Sideslope 14 78+ 61 ■ 60 42 Michael L. Stroble, AOSE Absorption Trenches Septic Tank Effluent 42 4,620 ■ ■ Page ___ of ___ Date of Evaluation: ______________ Profile Description SOIL EVALUATION REPORT Property ID: ____________________ 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 # Horizon Depth (Inches) Description of color, texture, etc. Texture Group REMARKS: _________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ This form contains personal information subject to disclosure under the Freedom of Information Act.Revised 12/1/2014 35 3/3/2021 98-1A1 Lot 1 HA-1 Ap 0-8 10R 3/4 dusky red Clay Loam friable, roots common, some fine mica, s/w sticky, slightly plastic III Primary Bt 8-37 10R 3/6 dark red Silty Clay Loam to Clay Loam friable, some roots, some fine mica, s/w sticky, slightly plastic III CB 37-49 10R 3/6 dark red Heavy Sandy Clay Loam very friable, few roots, abundant fine mica II C 49-73 5YR 3/4 dark reddish brown Loam very friable, few roots, abundant fine mica, possible Cr @ 73"II HA-2 Ap 0-9 10R 3/4 dusky red Clay Loam friable, roots common, some fine mica, s/w sticky, slightly plastic III Primary Bt 9-36 10R 3/6 dark red Silty Clay Loam to Clay Loam friable, some roots, some fine mica, s/w sticky, slightly plastic III CB 36-55 10R 3/6 dark red Heavy Sandy Clay Loam very friable, few roots, abundant fine mica II C 55-78 5YR 3/4 dark reddish brown Loam to Sandy Loam very friable, few roots, abundant fine mica, some yel/blk litho II HA-3 Ap 0-8 10R 3/4 dusky red Clay Loam friable, roots common, some fine mica, s/w sticky, slightly plastic III Reserve Bt 8-39 10R 3/6 dark red Silty Clay Loam to Clay Loam friable, some roots, some fine mica, s/w sticky, slightly plastic III CB 39-51 10R 3/6 dark red Heavy Sandy Clay Loam very friable, few roots, abundant fine mica, Cr @ 51"II HA-4 Ap 0-6 10R 3/4 dusky red Clay Loam friable, roots common, some fine mica, s/w sticky, slightly plastic III Primary Bt 6-37 10R 3/6 dark red Silty Clay Loam to Clay Loam friable, some roots, some fine mica, s/w sticky, slightly plastic III CB 37-61 10R 3/6 dark red Heavy Sandy Clay Loam very friable, few roots, abundant fine mica, Cr @ 61"II Overall, soils evaluated across the site were observed to be similar, and likely derived from metagranitic PM. 2 N O R T H DRAWN BY: MLS DATE: 7/13/2021 SUBDIVISION DRAINFIELD SURVEY with SANITARY SURVEY Client: Mark & Christine King Address: 5505 Hope Lane North Garden, VA 22959 Tax Map: 98-1A1 Lot 1 Page 4 of 5 Project No. 210020 0' GRAPHIC SCALE: 1" = 60' 30'60' No other potential pollution sources or receptacles were identified within 200' of the proposed well and septic systems, respectively. 3 1 Potential 4BR SFD LEGEND Potential IIIB Well Soil Profile Hole1Approximate Location 4 100'+ to Lake Page 5 of 5 Design Calculations PRIMARY Drainfield, Lot 1 Design Basis A. Estimated Percolation Rate 60 @ 42” (minutes per inch) B. Trench bottom square feet 452 Required per bedroom (from Table 5.4) based on Gravity LPD other: C. Number of bedrooms 4 Area Calculations D. Length of trench (ft.) 70 E. Length of available area (ft.) 71 - 72 F. Width of trench (ft.) 3 G. Number of trenches 10 H. Center-to-center spacing (ft.) 10 I. Width required (ft.) 93 J. Width of available area (ft.) 93+ (minor contour flare) K. Total square footage required 1,808 L. Square Footage in design 2,100 M. Abbreviated reserve area design TL-3 Drip Dispersal 75mpi @ 2” (600 GPD / 0.25) 2,400 sqft required, 2,520 sqft provided