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HomeMy WebLinkAboutSUB202100178 Assessment - Environmental 2021-10-22 (2)Soil Profile Ashcroft West Lot 10 �� O Hole Depth (in.) Horizon Material Description Soil Texture Group A 0-4 A Weak red (2.5YR 4/2) clay loam 3 4-84 Bt Red (I OR 4/8) silty clay 4 B 0-4 A Weak red (2.5YR 4/2) clay loam 3 4-40 Bt Red (1OR 4/8) silty clay 4 40-60 BC Red (I OR 4/8) silty clay loam and yellow (IOYR 3 7/8) silt loam 60 Cr Greenstone C 0-4 A Weak red (2.5YR 4/2) clay loam 3 4-70 Bt Red (1 OR 4/8) silty clay 4 70-78 BC Red (1 OR 4/8) silty clay with greenstone fragments 3 78 Cr Greenstone D 0-5 A Weak red (2.5YR 4/2) clay loam 3 5-30 Bt Red (1 OR 4/8) silty clay 4 30 Cr Greenstone E 0-4 A Weak red (2.5YR 4/2) clay loam 3 4-84 Bt Red (I OR 4/8) silty clay 4 F 0-6 A Weak red (2.5YR 4/2) clay loam 3 6-48 Bt Red (1OR 4/8) silty clay 4 48 Cr Greenstone A�EALTH 0p a TW�2 Z ST E P. G H LIC. NO. 10a �• 0i ti i� IT • a J �NSITE 50��' c� e6i5' 2 aF I Soil Information Summary Lot 10 Ashcroft West 1) Position on slope information — Position satisfactory, side slope 2) Slope —17% 3) Depth to rock/impervious strata — Max. — 84 inches+ Min. 30 inches 4) Depth to seasonal water table — 84 inches+ 5) Free water present —No 6) Soil percolation rate estimated —120 @ 18" Comments: Primary and reserve drain fields will be engineered (alternative) septic systems. EPLTH OF s �5 9P. LIC. NO. 106 ` -6-107 PNSITE Sct GOOCH ENGINEERING & TESTING 1821 Broadway Street Charlottesville, Virginia 22902 Design Basis A. Estimated Percolation Rate B. Trench bottom square feet required per bedroom (from Table 4.6 based on x Gravity LPD* C. Number of bedrooms Area calculations D. Length of trench (ft.) Length of available area (ft.) E. Width of trench (ft.) F. Number of trenches G. Center -to -center spacing (ft.) H. Width required (ft.) Width of available area (ft.) I. Total square footage required J. Square footage in design Abbreviated Design Form. Lot 10 Ashcroft West 120 @ 18" page 3 5 405 *Ecoflo or AdvanTex Treatment System 3 80 80 3 6 (primary) 9 48 (primary) 105 1215(primary) 1440 (primary) C110 SNL,Ty�H Op �STEN 7 LIC. No. 108 K. Is a reserve area required? Yes, reserve available within area investigated. - _ I 1 1 / I I / ' .'`'ItI,I i#, .11 ,'\/ , -//' '�-' _o-A --_- - �i'i.•=A<%„t�,2-_.__" ,-.. I,III III l.% / /','/'Y �' prwn' '.' ',-•�9''' -'; f9{� `- ,j'`----_�- li i , /''f'' - •fy�{6Q(y^I III I I'llI / I /,11 '�. -' • : - _ll d9 V - 4+iW-�\ -'' -OF E - 10 - -_ - \t- ---- - -- _ __-_ -'.♦- -_-- - -_ :'1'I''I �i\�1-I1�1f©E'--._---.. _ 'i'i' I''-I.I �11♦'I /1,�-'il 11 ' 1 ...:j.l`:i: _ - _ a1 '..A :';�--B`----- F-C IOF 1 III I, , '! III\ II ,1 IA''1 I' 11 I , III 1 I I I / . \,. / OF 9 -_ III ,'.- II `gyp~I I I 11 ' ♦♦ J ' I I .:r. '� 'tCF'• �- 1 II It CF- I - 1`II`III\\\I t ♦ - I III ' 1 � � ' \ \ ' r I J I I I I i. T. `,�� It 11l 11111 1 \\ I J ,\\`` `� 1 1\\ Ill /-/ ','1 '/ ' � 1'\ 11 \. 1'1111 I Il1I 11111'lll I IA\1 \ \1� - ' 1 ,\ i'1' j-; , 1 �..�, �'� II 1\1 . ♦ \ :`, \\ 1 11 '♦�__ / / �- \II `A\\',,\\\\ \ 1i 1 1 \. \\ Vb \\ a:. �c� - \\\,. , \\\\\, , `\\ �^ \� \ o `>: \ ♦ `.'` '\\ of a %/ �, �- � _0 OF V. Scale 1'f=100 •-Soil Profile Hole =--- \` House and Drain Field Sites I111' \\\`\\ \ \ \ \♦ �`\ "``` Lot 10 Ashcroft West -__- `; Albemarle County= _ _ _ _ _ - = - " Gooch Engineering & Testing, Inc. - - - - 1821 Broadway Street � _ _ _ _ = _ -- xr;,./,;„;., Hoorn Page 5 of 5 Certification Statement County: Albemarle Date:4/15/07 Property Identification: Ashcroft West — Lot 10 Submitted by: Gooch Engineering and Testing, Inc. This is to certify according to 32.1-163.5 of the Code of Virginia that work submitted for the referred property is in accordance to and complies with the Sewage Handling and Disposal Regulations of the Virginia Department of Health. I recommend subdivision approval. AOSE: Steve Gooch #106 Date: 4/15/07 A*EALTH CA, 0 A ,,��QQ � S'STEPHEN rP [ate LIC. NC. 106