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SUB200600375 Study 2007-04-15
APPICVED Soil Study for Septic Fields Lots 1-28 Ashcroft West Albemarle County Prepared for`' Dominion Development Resources,LLC 172 South Pantops Drive Charlottesville,Virginia 22911 Prepared by: Gooch Engineering & Testing,Inc. 1821 Broadway Street Charlottesville, VA 22902 April 15, 2007 Soil Profile Ashcroft West Lot 1 Hole Depth(in.) Horizon Material Description Soil Texture Group A 0-4 A Weak red(10R 5/2) clay loam 3 4-45 • Bt Red(10R 4/6) silty clay loam 3 45-60 Bt2 Red(2.5YR 5/8) clay loam 3 60-84 CB Olive (5Y 5/4) loam with seams of reddish brown 3 (2.5YR 5/4) silty clay loam B 0-4 A Weak red(10R 542) clay loam 3 4-27 Bt Red(10R 4/6) silty clay loam 3 27-57 C Olive (5Y 5/4) loam with weathered greenstone 2 fragments • 57-84 Bt2 Yellowish red(5YR 5/8) clay loam 3 C 0-6 A Weak red (10R 5/2) clay loam 3 6-48 Bt Red(10R 4/6) silty clay loam 3 48-64 BC Red(2.5YR 4/8) silty clay loam with weathered 3 greenstone fragments 64 Cr 50%+greenstone fragments D 0-3 A Weak red (10R 5/2) clay loam 3 3-36 BC Red(2.5YR 4/8) clay loam and yellow (10YR 7/8) 3 silt loam 36-48 Bt Red(10R 4/8) silty clay loam 3 48-84 CB Yellow (10YR 7/8) silt loam with seams of red 3 (2.5YR 4/8) clay loam E 0-6 A Weak red(10R 5/2) clay loam 3 6-45 , Bt Red (10R 4/6) silty clay loam 3 45-84 C Brownish yellow (10YR 6/8) silt loam with 3 weathered greenstone fragments oN4 Er. H OF L 61-c f�� 'STEPHEN P. GOOCH O • oC LIC. NO. 106 g O oivSETE sow. ccge Soil Information Summary Lot 1 Ashcroft West 1) Position on slope information—Position satisfactory, side slope 2) Slope—21% 3) Depth to rock/impervious strata—84 inches+in primary drain field(Holes A, B and E) Max— 84 inches+ Min. —64 inches in reserve drain field(Holes C-E) 4) Depth to seasonal water table— 84 inches+ 5) Free water present—No 6) Soil percolation rate estimated—65 @ 60" in vicinity of holes A, B and E and 90 @ 48"in vicinity of holes C-E. Comments: Reserve drain field will be an engineered(alternative) septic system. _‘0,1_T H OF `/9�i to a U STEPHEN P. GOOCH ai ev NO. i06 Z 14.0,5> j", e G oNSITE S GOOCH ENGINEERING & TESTING page?of 1821 Broadway Street Charlottesville,Virginia 22902 Abbreviated Design Form Lot 1 Ashcroft West Primary Reserve Design Basis A. Estimated Percolation Rate 65 @ 60" 90 @ 48" B. Trench bottom square feet 496 306 required per bedroom (from Table 4.6 based on * Gravity LPD *other *Ecoflo or AdvanTex Treatment System C. Number of bedrooms 4 4 Area calculations D. Length of trench(ft.) 100 100 Length of available area(ft.) 100 100 E. Width of trench(ft.) 3 3 °1� sIEALTH `' la 9 F. Number of trenches 7 5 �o�� i� 2 STEPHEN P. GOOCH G. Center-to-center spacing (ft.) 10 10 •v �• 94 LIC. NO. 106 02 H. Width required(ft.) 63 43 Xoit.a.N.4.***44441� VI - Width of available area(ft.) 65 45 0°NSITE SO" I. Total square footage required 1984 1224 J. Square footage in design 2100 1500 K. Is a reserve area required? Yes,reserve site available within area investigated • N, ,,. .:ca ".. '5'4 Y 0 ¢r 5%. -^ GE+'z )1 r^ Q d y 1�,'L-«N4 f'' 1.' �,ryW�l . .21, E C Y r _ — _ __- _ _- /,i— — ice/ / /• / / ,,/ ,///'/ I , % • / -'.- '/ i _ -• __-_ •- ,/ //I F_ ' _ -' >'/ice _--_ -_-' /''/////,'/// / / /1// /// ' •r,%/ /// , �� / ' _ ' '/'• %, ,, ,l%%'// '.-- _,A/gig% i '.4, i /,'// / / - /' �c -.•„=-:-...-....-.,-„,-,..-.:-;-,-.--_-...--..-„, -.....__:-.-_-.....--... ---:::::-_-_-:::—:.—:•,-;.•',,/,/, /,„, ',, ,,/ , ,/,/ ,\/ , ,- H , ,/// , '> / �• / !' --OF ./ 1 - 3 9��• - • . :; ` ' ,/ ,/ e b/ , ,/,If / ,4der •••7 .., / / , / / , / l , / p fAr•r I5 •''• ▪ / / . / / / /DF> ': 8/ /// . ,' ......... 4 , , , uF„28 E / ', //,/" // ' / •• / , , .: / .F • A - 1 1 I I 1 1 I 1 I 1 1 ▪�/ :ri:: l• / /•' - , , / , A, , , /,/,, //,,/ -7.1011,0 1-cr C I I 1 1 \ • / / / / -' '-/� / / / /, , / /// // // / I I I I I I 1 1 1-1 •/ - , , / •, ,/ - " / / •, ,"„/ / / /, / / //, /,• // / 1 I 1 % 1 1 -- 11 ,OF 2$� /- , / / F 27/ , / / '/ / / // '/ / / / 1 1 I ' 1 % i \ ` \ -i...=-D. ''.- -• ---x#0 ,4c , -- --' , ' ,/ " " -- - • •\,c\' / , , / / ' /,, / ,,,• , , , artivi..„*...,-.01s,� 5- - '/ / 2 /'/,/,/ _, ,------- „ ',K,/,.lr ,'/,// ,, ,, , ,,,,-` �Sig � '.. of -S --- -- - - Scale 1"=100 . -Soil Profile Hole \ ♦ ,. ' F 2, - ---- -- House and Drain Field Sites ,,/ 1 \ . OF 25_E / , . , , � - - - Lot ' ♦ \ ___. �_ 25DF-25.D _- -.- Ashcroft West ' 3—Ae • Albemarle County • / ' Gooch Engineering & Testing, Inc. , �.,' ' '‘ ' \ ' '' i _ _-- - ' _ =; 1821 Broadway Street _ _- - Charlottesville, Virginia 22902 Page 5 of 5 Certification Statement County: Albemarle Date: 4/15/07 Property Identification: Ashcroft West—Lot 1 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 lieNt.TW 0,c �4 �� P - : STEN P G.ocH • ' UC. NO. 106 coi °°.s�TE so`�, ' e4 - ( dc—C Soil Profile Ashcroft West Lot 2 Hole Depth(in.) Horizon Material Description Soil Texture Group A 0-6 A Dark reddish gray(10R 6/1) clay loam 3 6-60 Bt Red(10R 4/8) silty clay loam 3 60-84 Bt2 Yellowish red(5YR 5/8) clay loam 3 B 0-7 A Dark reddish gray(10R 6/1) clay loam 3 7-37 Bt Red(10R 4/8) silty clay loam 3 37-57 Bt2 Yellowish red(5YR 5/8) clay loam 3 57-84 C Yellow (10YR 7/8) loam 2 C 0-6 A Dark reddish gray(10R 6/1) clay loam 3 6-43 Bt Red(10R 4/8) silty clay loam 3 43-60 Bt2 Reddish brown(2.5YR 5/4) silty clay loam 3 60-84 C Yellowish red(5YR 5/8) clay loam 3 D 0-6 A Dark reddish gray(10R 6/1) clay loam 3 6-24 Bt Red(10R 4/8) silty clay loam 3 24-66 BC Red(10R 4/8) silty clay loam and yellow (10YR 3 7/8) weathered greenstone fragments 66-84 C Yellow (10YR 7/8) silt loam 3 E 0-5 A Dark reddish gray(10R 6/1) clay loam 3 5-48 Bt Red(10R 4/8) silty clay loam 3 48-84 Bt2 Reddish brown(2.5YR 5/4) silty clay loam 3 l ZLTH OpII G/9 04. STE EN P. 00CH �c LIC. NO. 106 p= PJQ °NSITE SCE\- pug2ei Soil Information Summary Lot 2 Ashcroft West 1) Position on slope information—Position satisfactory, side slope 2) Slope— 19% 3) Depth to rock/impervious strata—84 inches+ 4) Depth to seasonal water table—84 inches+ v 5) Free water present—No 6) Soil percolation rate estimated—75 @ 60" Comments: Reserve drain field will be an engineered(alternative) septic system. �0��'' T H pF`/9 II i�i�'` n i • o TE ( " ,L)O O, 7P • 2 v ST P EN P. OOCH • • •D LIC. NO. 106 • Z obi y-o,,0� PJ �„ �\' oNS I TE SO � GOOCH ENGINEERING & TESTING page 3of c 1821 Broadway Street Charlottesville,Virginia 22902 Abbreviated Design Form Lot 2 Ashcroft West Primary Reserve Design Basis A. Estimated Percolation Rate 75 @ 60" 75 @ 60" B. Trench bottom square feet 596 254 required per bedroom (from Table 4.6 based on x Gravity LPD *other *Ecoflo or AdvanTex Treatment System C. Number of bedrooms 4 4 Area calculations D. Length of trench (ft.) 100 100 Length of available area(ft.) 100 100 ILO���pLTH OF/'9 E. Width of trench(ft.) 3 3 le5)simp, F. Number of trenches 8 4 °STEPHEN P. '0oCH7 9 is LIC. NO. 106 pi G. Center-to-center spacing (ft.) 9 y Q• H. Width required (ft.) 66 30o ��`�� oNSITE SO Width of available area(ft.) 66 30 I. Total square footage required 2384 1016 J. Square footage in design 2400 1200 K. Is a reserve area required? Yes,reserve site available within area investigated ,.• M Val 1, w 113iat1$ 7f .f;,��gA(ry .:wLv',i,{,'!x',�t�� ";''i.:�t'A"d.^.' WAA.`r'�, 'ts. r�'11, <.vel'aY+ w ,S # • ..:," �57 I err Ii\ ' - _ _- 'i/'__ _ - ,/'/'///i//// ,,/'�,„,. /,/ ,//i/ ' - / -- / ... - / _-_-_- i ///////// / / „'//,'� ./�'/ /// //,-'/'.�// --• - ,'/ i. --%' - - _ '= sG=_L-i- - :986/'//, '"',/,'/ / ;,:;'//:'/' /;// --.... = '• ,...../''..."....."',• '....'./;-•-.....•-'.::--'-.. 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I I I I I 1I11II I 1 r:......2--: i ..........,...i:x. / / / � ' . ....: , , • , / /// // ' N. i ill I I I I T '-�— / _ / • / ,• '- ,/,�\KKK...JJJTTT , , / I I I 1 1 \ \ - /5. pF 26 / , , , F/27/F / , / , / //, /, / , , ---LL1, 1 1 I 1 rI�- ' / r•• f / / / , /OF / / /, r, , , , / I I 1 I \ % �> /- . ` _ _ , , / / ./ _ / / / , / / /, , / I I I 1 l \ >�� �� / / / / / ,' i / / / , // , / , // / /„ / /, 2,-,P--'2'r-.*A:4 t, , ., , 41_ 5 , s_. .............._,••• ,/ / / / ,/,/ , , ..• ..• - �' Scale 1"=100' •- Soil Profile Hole ',;;,;;;;, ;,, \ \F 2 •. House and Drain Field Sites -:','' •% ' '" •//%%- • \ \ \ \ "-OF 2. \ \\ Df\ \ ♦; . 24 - 5.C.-_ / , ,' / -///,///'//,,I \\ �. \\ • — -- Ashcroft West r-; ;:, /. \ • - Albemarle County '/' ,,; --/,,/, ' °� `o-'- '_____-. Gooch Engineering & Testing, Inc. \;\ - -- - '- - _ 1821 Broadway Street ,;;;;"/'= \\ = - - • Charlottesville Virginia 22902 ='-== ///- --, - Page 5 of 5 Certification Statement County: Albemarle Date: 4/15/07 Property Identification: Ashcroft West—Lot 2 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 Z �'ST N P GOoCHk 6 0 e 2, Qi , (` 4 :5 uc. #'eto. 106 0�+► %SITE S& . Av.. 1 OFc Soil Profile Ashcroft West Lot 3 Hole Depth(in.) Horizon Material Description Soil Texture Group A 0-7 A Dark reddish gray(10YR 6/1) clay loam 3 7-57 Bt Red(10R 4/8) silty clay loam 3 57 - Hand auger refusal on bedrock or boulder B 0-6 A Dark reddish gray(10YR 6/1) clay loam 3 6-54 Bt Red(10R 4/8) silty clay loam 3 54-84 Bt2 Yellowish red(5YR 5/8) clay loam 3 C 0-4 A Dark reddish gray(10YR 6/1) clay loam 3 4-48 Bt Red(10R 4/8) silty clay loam 3 48 - Hand auger refusal on bedrock or boulder D 0-4 A Dark reddish gray(10YR 6/1) clay loam 3 4-84 Bt Red(10R 4/8) silty clay loam 3 E 0-4 A Dark reddish gray(10YR 6/1) clay loam 3 4-48 Bt Red(10R 4/8) silty clay loam 3 48-84 Bt2 Yellowish red(5YR 5/8) clay loam 3 a�EALTI/ O,,, $ °STEP) p (►��1- Z ®n G•.0 •$ LIC. NO, 106 moo: OA/SITE 60\' ,,?. l Soil Information Summary Lot 3 Ashcroft West 1) Position on slope information—Position satisfactory, side slope .2) Slope— 18% 3) Depth to rock/impervious strata—Max. — 84 inches+ Min. 48 inches 4) Depth to seasonal water table—84 inches+ 5) Free water present—No 6) Soil percolation rate estimated—90 @ 36" Comments: Primary and reserve drain fields will be engineered (alternative) septic systems. ' 4,/ LTHO *\'gyp I °S E EN P. GOO oD o cA LIC. NO. 106 gi • s J ��oNsITE SC��`G GOOCH ENGINEERING& TESTING page 3 cfr3— 1821 Broadway Street Charlottesville,Virginia 22902 Abbreviated Design Form Lot 3 Ashcroft West Design Basis A. Estimated Percolation Rate 90 @ 36" B. Trench bottom square feet required per bedroom (from Table 4.6 based on Gravity LPD* 306 *Ecoflo or AdvanTex Treatment System C. Number of bedrooms 4 Area calculations ' D. Length of trench(ft.) 100 Length of available area(ft.) 100 E. Width of trench(ft.) 3 F. Number of trenches 5 (primary) ‘4,444,p%LTN in 49 G. Center-to-center spacing (ft.) 9 : k 8T N O �. H. Width required(ft.) 39 (primary) 4.c 1►0. NO was g Width of available area(ft.) 120 o ,-. I. Total square footage required 1224 (primary) J. Square footage in design 1500 (primary) K. Is a reserve area required? Yes, reserve available within area investigated. :1'„, l,,{{,��,,� ..:�.r'"y,�l•:..� Q �c� T Gi) ./� � n�l�r2 )' yi,l i •,.,TTs,,,,, ,,, t')t,• '_,•. .F 3 'it �{4, i- JI`r 4 n'' r #r 1�' aAtly#1i gr7,. 4W. t', ^ :,11 '::r N, ^"t7 nD• . ;�. for::Y b - f 1Pt.4.-.c t /C • `q.,, •.lz/1 71f ,.1:',,,,-4 1K•••r F -_ 7-_-_ /".- d'/ /'/ i'i i' '/'' ••.i i/i i'' I' • - ' " -- •.%:- ' ,' • - _: - •• '','/''/// ,'.....-_;„.-_-_-_-_-_-_-_-,••, ,,-_-_-_-: --..--_."„',I, // /,//,// /// /////,"/if 41",',',•,/, -, -...::-:AP-, -.-:,-...-::-;-*,--,-":„---_-_-_-. -- -,",',/, -/ / /~ / / -' --- - .// : i / , - , 7- '_ ' ,,/ // /// - rd ///�•`.', - •, // / / :' ' - , i i /i /. !_ -F...7 H lam • Se___ /••a , Q- fl' -OF 2 E' //,,"\„ , ,• -`.ts `` 1 e. // //'/'/ \.' , ' // / /'' - ----- ,•:•,:.?; / // /.L / /, , /•i/ 1, //', /I/ „ / /1 /'OF.A/E/' '' , ' ,e'',,-*/://40/ , s'i ....11..4. .,.. .•..."\ 11_.___. / / / / / / / / / / / /!I; : /, / , ./ / , OF/ , / 8/ A, / /, , / / ' / / ' / , / 08,7 ,; 7:' I�t r A1 r / r I r I I I r 1 1 I ��1 •/ :: / - ,f�1 • , / ,'/ ''' ,,,',' /''/,, 4/,,,,, r l 1 1 1 I 1 II 1 1 % -` / / - /' / / ' I 1 1 , 1 1 '- �. - ,', t pF 26 ,-' / / /, F/27,F -. - ,, /'/-/// / / , 1 i 1 I. 1 t 1 \ \ \ m,..... . ,.. ss_ -, -_,..d.plr,..,,,,_„00.„.. , •-•- •••' 7 ,/ / //,/ / .7 e ,,•-',..„...:, /, // ,/ / , . ./, /// , / , , , 7, k'.ttgliattql1WWV130VPI ' . -.--• ,., /1"' / .•-• " • / /' ...... •••' ' ' • ' ' '/•,,Ir //,•// / // , • " ' _ ,. �� i' - ' Scale 1"=100' a - Soil Profile Hole •• '; %; ,'' . ' , s za , _ --OF 25-E- House and Drain Field Sites '//% %/"""' �,r:.b 24 :• -- 5. Lot 3 ,;• /„ \ --- -• •__ Ashcroft West •, '-;;,,,•, ,,,, / ` , -- - -- Albemarle County ;;''; 4'�' •----- - Gooch Engineering & Testing, Inc. ' - / �0• - - - - 1821 Broadway Street -• -; : '=' ' " ' " - Charlottesville Virginia 22902 ' Page 5 of 5 Certification Statement County: Albemarle Date: 4/15/07 Property Identification: Ashcroft West—Lot 3 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 eAtTN AR a i'l,L,/, £"ST ' '` aiJtJL' ' s tc LiC. NO. 106 it. p''� `(/I Zr -o7 it,. °'sire so‘`'. Soil Profile Ashcroft West Lot4 Hole Depth (in.) Horizon Material Description Soil Texture Group A 0-4 A Brown(7.5YR 5/4) clay loam 3 4-56 Bt Red(10R 4/8) silty clay 4 56-84 C Yellowish red(5YR 5/8) clay loam 3 B 0-3 A Brown(7.5YR 5/4) clay loam 3 3-36 Bt Red(10R 4/8) silty clay 4 36-66 Bt2 Red (2.5YR 5/8) silty clay loam 3 66-84 C Yellowish red(5YR 5/8) clay loam 3 C 0-4 A Brown(7.5YR 5/4) clay loam 3 4-37 Bt Red(10R 4/8) silty clay 4 37-84 C Yellowish red(5YR 5/8) silty clay loam 3 D 0-4 A Brown (7.5YR 5/4) clay loam 3 4-60 Bt Red(10R 4/8) silty clay 4 60-84 Bt2 Red(2.5YR 4/8) silty clay loam and yellowish red 3 (5YR 5/8) clay loam E 0-3 A Brown(7.5YR 5/4) clay loam 3 3-60 Bt Red(10R 4/8) silty clay 4 60-72 Bt2 Red(2.5YR 5/8) silty clay loam 3 72-84 C Yellowish red(5YR 5/8) clay loam 3 F 0-3 A Brown(7.5YR 5/4) clay loam 3 3-58 Bt Red(10R 4/8) silty clay 4 58-84 Bt2 Red(2.5YR 4/8) silty clay loam and yellowish red 3 (5YR 5/8) clay loam �/ LTHO \ °ST HEN P. OCH ♦), LIC. NO. 106 ii ONSITE S(3% ?c("c Z dr i Soil Information Summary Lot 4 Ashcroft West 1) Position on slope information—Position satisfactory, side slope 2) Slope— 16% 3) Depth to rock/impervious strata—84 inches+ 4) Depth to seasonal water table— 84 inches+ 5) Free water present—No 6) Soil percolation rate estimated—90 @ 60" in vicinity of holes C-F and 75 @ 72" in vicinity of holes A, B and F. Comments: Reserve drain field will be an engineered(alternative) septic system. ,00.1..TH pF L p �9 l ids o . i °STE HEN P. GOOCH m 7, LIC. NO. 106 pi y�9 --/;-O R ,Qv J /it,CNSITE SO\\' GOOCH ENGINEERING & TESTING page 3 of 1- 1821 Broadway Street Charlottesville,Virginia 22902 Abbreviated Design Form Lot 4 Ashcroft West Primary Reserve Design Basis A. Estimated Percolation Rate 90 @ 60" 75 @ 72" B. Trench bottom square feet 786 254 required per bedroom (from Table 4.6 based on * Gravity LPD *other *Ecoflo or AdvanTex Treatment System C. Number of bedrooms 4 4 Area calculations D. Length of trench (ft.) 100 60 Length of available area(ft.) 100 60 E. Width of trench(ft.) 3 3 .,Ep.LTH OF F. Number of trenches 11 6 !Ned o� `i,9�G. Center-to-center spacing (ft.) 9 9 E Goy H H. Width required(ft.) 93 48 LIc. NO. 106 oZ Width of available area(ft.) 100 65 ��PJ ONSITE SO\ I. Total square footage required 3144 1016 J. Square footage in design 3300 1080 K. Is a reserve area required? Yes, reserve site available within area investigated „, . ,‘.,\ \ \ ..,,.,,,s.,.....,.,,,,,••. • ` - _ , -,-',•‘,..-',;.` :.z',•;,:,`,N-•,•:,--,:,•.,',,::•','. .-'',•‘,','•.. .,,,..„: ..,„ _.....„..,..„ ,..„. ,.. _ \ •graze ♦• \ \ i , 11 1 , 1 „;. yt, \ \ \. ,,`• ``,'..,\ `\`` \ \ \ \`` \\\`.• • "\\\\\\ \\\ . \\\ `\`\\\.0S •'....,„‘•‘ •‘‘‘,\.N\\\.,,\•.,‘,'„‘ , t 1 k ,.\.,,1',1 1,‘t i', 0,,,, t‘;1;\ ‘ 4 ..`... : ?.�.:\\'I ,11'1'11 1' '' A�1 i 1 t t 1 'I ,1 '1 ' ; , 1 I' .``. \ Q\ \' \ ,.....\\ \\\\\\ \"\ \\ \ Z `� Iil.t, ii �� 11!,! j1:1 ,!I 'It1 , 1 , i ! cl, \ \a"`\.:.�/��w.1co\;\ \`\♦ \\ <` ` \ m`\\`\\ Cl..) i--1 tit l I , • • •'``:' Il •,:i,;- • • III`11\\\ 1 • ‘,. : ...Q\ 7..., -4-a N • .,0. \ • • • ‘ .• .-1”: • • • ,.\\ • •1\\,\. ♦\ ♦ •• ♦ ♦`\♦\ \\ ♦\\♦ \ ,♦ \\ \\\ \ `Ss` \ 1 1 • LL ♦ Q� �,,,, TI tip 1�1 cuto w� .;;\\��\'\k''`��... ♦�; ♦\♦♦♦tom'.,\\♦ \ ♦�,\`�,` \\\\ ,, ,'•.\\ \•\ , L i1i1 ` \I i ,, 11 ' 1 , , .L... ` �1 '1 I I I I , i 1 ' , 'I, �1 , ' \\ \ L \ ,, \ • • ;ti;: ';,\\\,:,�,\ ' \ \ ♦. o,- ,\ „ t 1' ‘:1 l I 1, I i I I I I I \ 1 , , , •\a\ `\ .. - r 1 t 8 \ , ,\ \ ♦ \`\ `Q' \11\\ '1 ,' , ,1 1 1 , t \ \z, C /� / '� ! o IQ\ •, \ \ , \ i l ,\• , \ \ \,` •- - \\\ -s\ 1 - 1 i 1 , ; ,1 1 1 , , 1 1 i \ 1 \ l°1 , I i a I 1 1 \ , 'er ,,''♦ \\ `.•♦\\.,\` a `. . \ zL - \ \1\tl1\' i Ii , 1 1 ' I i ,. / !� , \ \ , • \•\\,\\ ,\ \\\\\ ♦♦..,\i`\ \ t� ,\\tt,\,l1'i1i1 ,, 11;i, ii , 11 1i ,, i ' , , 1 , �. -- ` \(�/ / ! i Iy 1 1(Vd L \ , , 1t ,\i\\\\�`\\\\\`\\♦`.\\\\♦\\\\\I\'•.„ ,t`111i111! 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It L\ \ \ \ \ •�\ , , _' I � 1 i , , •, O/ Q :i111'111!I1 ,i,,,i ..„,l i 1;111ii1'I 1',„'11','1`\'`\ ,:\I\,\\\\ \ \\; \, \,..` ,. .. , ,. .. \ \ \`, .` ♦. _ '- -- -----�-'i ti,,,,1„,,, �/� L ///� //;,.', //,/' /i/r111„11,11111111111I.,'1,'11111!'\'\. '\\I\,0\.'\•_\\\`,,\`,\\ \\\\.•\`\, • \` , \y\ \ \ \ ♦ _ ___I_- t '� /1L / / / / ///// // rll,li 1111 1!I III i,111,1 1111\i`I\ \ \,\\\\\,\:\\\\'\\ \,\ ,\ \ \\ !` `♦ - _-_ / . // / / \\"' l { ' \ \\,, ;\\\'\\\\\ � ♦ \`,\` \\s. \,v+ \ 1 111 1,\1\' 1 III ,11. ,t\t\\\1\ \\\\\ ;\\ \'\\\\\`.\ \, ; \% \\\\ \\\®\ \ `/ \;;\ ` `• W♦`` - 1117 ' /'/ // - - /////,//,/,',,I , \\\' '\t t' , ., \: `,\1 ,l ',\ -•\t \ , ,\"\` \ .• Vim'. \\ `+ ` \ � \ ♦ _ ��1 r,1�'_I 1 /, _ I 1 • • / � • 1 l Page 5 of 5 Certification Statement County: Albemarle Date: 4/15/07 Property Identification: Ashcroft West—Lot 4 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 � TW,4 . OF v. T 8 " , -- ZS E ♦ C L JC. NO. 106 mot li P !a QNSI rE sch" Our �-s- Soil Profile Ashcroft West Lot 5 Hole Depth(in.) Horizon Material Description Soil Texture Group A 0-4 A Brown (7.5YR 4/2) clay loam 3 4-30 Bt Red(10R 4/8) silty clay 4 30-84 Bt2 Red(2.5YR 5/8) silty clay loam 3 B 0-3 A Brown (7.5YR 4/2) clay loam - 3 3-36 Bt Red(10R 4/8) silty clay 4 36-84 C Yellowish red(5YR 5/8) silty clay loam 3 C 0-4 A Brown(7.5YR 4/2) clay loam 3 4-38 Bt Red(10R 4/8) silty clay 4 38-84 C Yellowish red(5YR 5/8) silty clay loam 3 D 0-7 A Brown(7.5YR 4/2) clay loam 3 7-48 Bt Red(10R 4/8) silty clay 4 48-84 C Yellowish red(5YR 5/8) silty clay loam 3 E 0-3 A Brown(7.5YR 4/2) clay loam 3 3-46 Bt Red(10R 4/8) silty clay 4 46-84 C Yellowish red(5YR 5/8) silty clay loam 3 ou1121::147714Z1101\ heiervh- o vSTE EN P. GOOCH Z 2 LIC. NO. 106 o= • �9i� q`I�D'1 JPJr O °NsrTE s°\`- pc,, z of 'c Soil Information Summary Lot 5 Ashcroft West 1) Position on slope information—Position satisfactory, side slope 2) Slope—24% 3) Depth to rock/impervious strata—84 inches+ 4) Depth to seasonal water table—84 inches+ 5) Free water present—No 6) Soil percolation rate estimated—75 @ 60". Comments: Reserve drain field will be an engineered (alternative) septic system. � 4,0 ��EpLTH Op y�9 IhGt1 io STEPHEN P.� i ICH"$ • LIC. NO. 106 gi • yC9 s.��-0 /��0 CNSITE S°\\' GOOCH ENGINEERING & TESTING page 3of 4; 1821 Broadway Street Charlottesville,Virginia 22902 Abbreviated Design Form Lot 5 Ashcroft West Primary Reserve Design Basis A. Estimated Percolation Rate 75 @ 60" 75 @ 60" B. Trench bottom square feet 596 254 required per bedroom (from Table 4.6 based on * Gravity LPD *other *Ecoflo or AdvanTex Treatment System C. Number of bedrooms 4 4 Area calculations D. Length of trench (ft.) 100 100 Length of available area(ft.) 100 100 \tlePLTH OF E. Width of trench(ft.) 3 3 •OC�o G,�-�� Q, !�, f Z v N P. � 4, F. Number of trenches 8 4 :D� LIC. NO. 106 °Ci G. Center-to-center spacing (ft.) 10 10 �% .1 Fa) °NSITE 9°\\'(G H. Width required (ft.) 73 33 Width of available area(ft.) 75 35 I. Total square footage required 2384 1016 J. Square footage in design 2400 1200 K. Is a reserve area required? Yes,reserve site available within area investigated --� -\,/, ''/l'11!1111/ llllrl„l! l/////,,� /// //,/ ,/ ,,/ -I-,,/;,i ,--'-ii-- ''- -- -:- -__ ��- - - ,'/,,,!/ Il,ll , l ,, , I / „ "/ •'/ /, / '/' / -i-i- ' r_-_ _ _ � _ _ ',, ,,// I/ // /,/1,1l ,11,1 11111,1111/,'///� / /r,i /,'-,irr,'/ ri',---, -i� � � -_ -'A , // /1 /1�1111j1111 1I1III11 /i/, // ////, , /, // / / /, / / / - / ,, -- _ - _-_ _- , , I 111I1 1 1 1 ! � -/ ' // / �11 II 11 11I11 111 lI//,/'' , • / / / ' // . , , ,',,�- --'-, „, - ' ` ,`- // ,, / 11 11111,11i 111111I1 /ll// / / ,r/ ///,,/ / / /,, ir, -'- %�- ' --i- -- %� - - _ � - • s, / // /1/ 11j1 1 1 1 1 1/!,/// 1 / / / ' / ii' -/ //, / / ,r- - , i- -"' % �` � y // /// / ll/rl ,111111, /1,1J , , ,; • ,/ / / , , / , : / -._i „ `\`'� -ICI,/I/ , I 1 /1. r /r 11/ !1/1 ' I//// / ' / / / -$,6 u '� �J OO 'I /40, ' , , �.� - -1-_l/ 11/ li'l liii!, I/l/,/,'/,l l'1/////,//I/////// / '/ ' '/./„,',.,,,,..„'/ /,/ ,/ ',•C17f�p-�r--. ,-. .,-- -� �� .` �- - _ ll'1/,!/l,,,,/,,lll,i1/!l,,'/,11�,1,/,///////,/,///® /�/iii '1.98',,,d ' ' / •. ' �``\ ___� _�__-,,, ,,, ,,J,I i,, l / ,,/ /l //1 ,// / /, /// " ., ,-,-„,„„,-----,--„,;„ -,-.7.-„.........„--. - .,`` _ _ _ '///j11J/Ill,,Ill//,I11//,l//1//1/,/////1///!//','/'//!'/ 2/�'/////W/"/�'l /4/ //'/%.•, ,''r ,''-- - •/ / / / / / - / /':•1--��, ,/ ,////// //,,// / f// / // / / // // / / , //,, , / ,_ - _ - -1' :..�_:= - • - „ 1,,/ ,/,,, //'1' 1„1/ r / �,A, ' Ito / / ,/ ' ' / '/ '-_ _ _ __ _ _k __- ir' ii•, �! ///1,/ '///1/c 1 / / // . •I' - // / , , FA '_ �-- /i , / / , , • • ti A -'-• - , /,/ / ' /, / ,1/1 11,1 , / / /,/ // '/ / / / / / / / / / / v/ , __ kk \ - '. -- , i'/r I; /, ! // / / ,'/ 1 , l / 1 I ! f 1 , I l ! !� l _ - _-- -`i- -i , 4 , ,,., „ , ,, „ , „ , ,/ 1 jj1 / 11/ I / I -7l l 1 1 1 I I 1 I I I i � 1/ / / // .., / 1' / / „ � /iI I1 11I I I I 1 : - _ - '"`. i-' � / 1/ 1 / / / /� I , I I , 1 1 1 I 1 11 1 1 1 . 1 1 -��. \ - �- • .... , . / /.G1� / �1 I I 1 1 f l 1 I 1 1 1 1 1 1 1 I - - - ®`i Fj n/ /V�.,�tJJ�f 1 1 1 �,, 1 1 1 1 1 ( 1 1 l l ----. `\. -V $10 t-_0, ,/, ,' ,tp, I 1 ( ; I 1 I T`I �DfF 5!C 1 1 1\ 1 _\ �, ------_-_-:_--,' ::::-= Nftlittht -------, -,-- ,-- --„' '' ' (PPS° ' .......,.... - -- --2*"%irkiilik: OF 7 ♦ � / - I \ \e.'. / / , . . , , „ , ( \ `\I DF 24 0..... ::--...7. -::77-:::::::‘.•'sl.\\\\.\\\\\\\\s::11\;s•\''\\\\\\ 1\‘\\\\\':1 s ' - - - _ - - ... DF 6•E • 400 •.,, • -_- \ /t / "♦♦ `♦\\♦` ,\♦ ♦ODE 4a. _ .,.. __ ___ . . .. _ , � /� , , ,.- , _._ --DF 22 E" ,'- , 1 , ., ` ♦`.`1.�,.` .♦�. .n / -- '�-� D /' °' '' -'- Scale 1"=100' •- Soil Profile Hole /' / / - - House and Drain Field Sites \ ,_/ /, , , 1,' ' _ Lot 5 / b,' , ' / / ' ,' -;-- Ashcroft West ''', /' - / / ''' - Albemarle County p;‘, /Fn /' / A / / / ,' '/// ,' // a' E' DF/ Gooch Engineering & Testing Inc. ' / 1 1•',/ 1821 Broadway Street "/''- ' ; '; / ;, ;- Charlottesville, Virginia 22902 - - Page 5 of 5 Certification Statement County: Albemarle Date: 4/15/07 Property Identification: Ashcroft West—Lot 5 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 / LTHO *I\,� L. iAk4k,,,p kbab STE NEN P Gooce • LJG. NO. 106 °C�' �O� P QNS17E so‘`' i Soil Profile Ashcroft West Lot 6 Hole Depth(in.) Horizon Material Description Soil Texture Group A 0-6 A Weak red(2.5YR 4/2) clay loam 3 6-30 Bt Red(10R 5/8) silty clay 4 30-48 BC Red(2.5YR 5/8) silty clay loam with greenstone 3 fragments 48 Cr Greenstone B 0-4 A Weak red(2.5YR 4/2) clay loam 3 4-33 Bt Red(10R 5/8) silty clay 4 33-60 Bt2 Red(2.5YR 5/8) silty clay loam 3 60-84 C Yellowish red(5YR 5/8) clay loam 3 C 0-4 A Weak red(2.5YR 4/2) clay loam 3 4-40 Bt Red(10R 5/8) silty clay 4 40-84 Bt2 Yellowish red(5YR 5/8) silty clay loam 3 D 0-4 A Weak red(2.5YR 4/2) clay loam 3 4-54 Bt Red(10R 5/8) silty clay 4 54-84 Bt2 Yellowish red(5YR 5/8) silty clay loam 3 E 0-4 A Weak red(2.5YR 4/2) clay loam 3 4-48 Bt Red (10R 5/8) silty clay 4 48-84 Bt2 Yellowish red(5YR 5/8) silty clay loam 3 F 0-4 A Weak red(2.5YR 4/2) clay loam 3 4-40 Bt Red (10R 5/8) silty clay 4 40-84 Bt2 Yellowish red (5YR 5/8) silty clay loam 3 fLTHo \f •STL HEN F OOCH- • ac LIC. NO. 106 pi k ����. �.� Zr / O ONSITESO\\- Soil Information Summary Lot 6 Ashcroft West 1) Position on slope information—Position satisfactory, side slope 2) Slope— 19% 3) Depth to rock/impervious strata— 84 inches+in primary drain field (Holes C-F) Max— 84 inches+ Min.—48 inches in reserve drain field (Holes A, B and F) 4) Depth to seasonal water table—84 inches+ 5) Free water present—No 6) Soil percolation rate estimated—65 @ 60" in vicinity of holes C-F and 110 @ 36" in vicinity of holes A, B and F. Comments: Reserve drain field will be an engineered(alternative) septic system. \os.p.LTH OF L ietete- I v STE HEN P. •OCH oD LIC. NO. 106 Q i 47 ONSITE SOl\' GOOCH ENGINEERING & TESTING page 3of 1821 Broadway Street Charlottesville,Virginia 22902 Abbreviated Design Form Lot 6 Ashcroft West Primary Reserve Design Basis A. Estimated Percolation Rate 65 @ 60" 110 @ 36" B. Trench bottom square feet 496 375 required per bedroom (from Table 4.6 based on * Gravity LPD *other *Ecoflo or AdvanTex Treatment System C. Number of bedrooms 4 4 Area calculations D. Length of trench (ft.) 85 100 Length of available area(ft.) 85 100 E. Width of trench(ft.) 3 3 � �O ��p,LTH �F`/9� F. Number of trenches 8 5 se G. Center-to-center spacing (ft.) 9 9 O STE THEN P. o•C e 4:G LIC. NO. 106 �°® H. Width required(ft.) 66 39 y sr ` Width of available area(ft.) 70 40 °NsiTE so%� I. Total square footage required 1984 1500 J. Square footage in design 2040 1500 K. Is a reserve area required? 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AS t1/4 ' i ... ._ , ..., r , ..... ._ _ _,-,......, . ..,,,,,. .. . ...„ . ..., - - - -- .....-. . . . . .. .. . . „,... , -.110,__,________-, ...... i /* // // ..- ' -"- _ - - - - " •- OF i•g•D/...f.,1" .4'1 /'''' -- - - --...•---.."-‘•••,`.•.•,.••,‘,‘„.•...•, ,."-,--.‘:,-...•• - / ' /' Scale 1"=100' .- Soil Profile Hole / ! , •/• , ,/ , ,, /',-'-- •,.. , ,�,� �.� ,' /' / / House and Drain Field Sites / ' , / k_ /1 / , .' Ns' .`- ', ' /',' /'2�', " • - Lot 6 -- , /' . 6,', /•, '' ,, Ashcroft West /,', ' • ,;/ , ,/,/,'; ,', Albemarle County - -,' / ,/ , a'1. -i0F, �,/ , / /� \ . .` '/ / / / // ' ' ,; Gooch Engineering & Testing, Inc. ;` ` ' _ 6--� '--40 , --,' •• , •-/-• 1821 Broadway Street ' / '' ' '' '' '' Charlottesville, Virginia 22902 Page 5 of 5 Certification Statement County: Albemarle Date: 4/15/07 Property Identification: Ashcroft West—Lot 6 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 i le loe_ein 9-h143*9- csOcH 4 L!C. NO, 106 Oi wo \st, ()Nem soy`' "Y 7C4 Soil Profile Ashcroft West Lot? Hole Depth(in.) Horizon Material Description Soil Texture Group A 0-4 A Weak red(2.5YR 4/2) clay loam 3 4-38 Bt Red(10R 4/8) silty clay . 4 38-84 Bt2 Yellowish red(5YR 5/8) silty clay loam 3 B 0-5 A Weak red(2.5YR 4/2) clay loam 3 5-84 Bt Red(10R 4/8) silty clay 4 C 0-4 A Weak red(2.5YR 4/2) clay loam 3 4-60 Bt Red(10R 4/8) silty clay 4 60-84 Bt2 Yellowish red(5YR 5/8) silty clay loam 3 D 0-4 A Weak red(2.5YR 4/2) clay loam 3 4-45 Bt Red(10R 4/8) silty clay 4 45-57 Bt2 Yellowish red(5YR 5/8) silty clay loam 3 57 - Hand auger refusal -Bedrock or boulder E 0-12 A Weak red(2.5YR 4/2) clay loam 3 12-50 Bt Red (10R 4/8) silty clay 4 50-68 Bt2 Reddish brown (2.5YR 5/4) silty clay loam 3 68 - Hand auger refusal - Bedrock or boulder I fTH \• Y °STEPHEN P. •OCH • ®®c LIC. NO. 106 °$�e ' ,y Q °.per it -6:01 Jv ' , • 0ivsITE SO\\, ,\ Soil Information Summary Lot 7 Ashcroft West 1) Position on slope information—Position satisfactory, side slope 2) Slope — 17% 3) Depth to rock/impervious strata — Max. — 84 inches+ Min 57 inches 4) Depth to seasonal water table— 84 inches+ 5) Free water present —No 6) Soil percolation rate estimated — 120 @ 42" Comments: Primary and reserve drain fields will be engineered (alternate e ie systems. EPLTH OF � Li Ili 4, °STEP EN P GOOCH" aC LIC. NO 106 0: kO14.4 (c, ONSITESO\\ GOOCH ENGINEERING & TESTING page 3 1821 Broadway Street Charlottesville,Virginia 22902 Abbreviated Design Form Lot 7 Ashcroft West Design Basis A. Estimated Percolation Rate 120 @ 42" B. Trench bottom square feet required per bedroom (from Table 4.6 based on Gravity LPD*other 405 * Ecoflo or AdvanTex Treatment System C. Number of bedrooms 4 Area calculations D. Length of trench(ft.) 100 Length of available area(ft.) 100 E. Width of trench(ft.) 3 F. Number of trenches 6 �,�y .ALTH oN G. Center-to-center spacing (ft.) 9 ' � H Ny P.UST C 5oc i H. Width required(ft.) 49 (primary) Lle. NO 106 0 ' \it.��y S vWidth of available area(ft.) 110 �,y` °iisirE sovV I. Total square footage required 1621 (primary) J. Square footage in design 1800 (primary) K. Is a reserve area required? Yes, reserve available within area investigated. ,/ .,/ ZO6ZZ utu!RJTA `OTIIAsanoTJEu3 1334S iCEmPu g I Z81 ' ' -- - _'' '''" '' /'' ;_ --------- --- --- - '- ';' `/' ';; '. *OUT `2ut1soj 2uizaau!2ua uaooD .-,- _7gno� at �uoJy ','- - -- � to , / . _ - _ - - - - ------/ - ;,. 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' _ - ' ' - /- . f �i ' _ --_ - , / / •// r / / / / - _ _ ,- _ / r0 , _ - -- ' - ', , / i au/ T.E , r , -- ' �'. 9C -'-� - , .ca --- --- -__ , ,,,,,,, / / , ,,v , , 9 - •-zgp /- . a _ - , / ' -': "---.-- 11 azda - _ .- ---- --' / / , / / / / / \ \ \ 2 - --- - __ --•._ - ' -- , /. // / // / I , / .... ..,,,,.. : '`• 1 t - 1k I I i „ „- '- / / 0- :•,lel: i1M,....moilli...-___ 111111111P" 1 1-- ,- __ —---- - ---- --- -- I,' . # ,-..1.--- .-- ---\-- — '--, ili,k./..,.,... i . 1 E - _ • -...-.-r-e--.•..-P-,c-,-\c._".,..-\/-_./—,_,,/_-,''.-\..•-.''--....-._-1.......,".'r .----....„ \‘.‘%\.Y l., 0 9 d0 - , ..,.. .,\, Page 5 of 5 V I Certification Statement County: Albemarle Date: 4/15/07 Property Identification: Ashcroft West—Lot 7 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 � �ied � UHEN C a ' c LfC. NO. 106 �o� \t„... CW81M SOAti'. e� .z. OF; Soil Profile Ashcroft West Lot8 Hole Depth(in.) Horizon Material Description Soil Texture Group A 0-6 A Weak red(2.5YR 4/2) clay loam 3 6-54 Bt Red(10R 4/8) silty clay 4 54-84 Bt2 Reddish brown(2.5YR 5/4) silty clay loam 3 B 0-7 A Weak'red(2.5YR 4/2) clay loam 3 7-84 Bt Red(10R 4/8) silty clay 4 • C 0-6 A Weak red(2.5YR 4/2) clay loam 3 6-48 Bt Red (10R 4/8) silty clay 4 48-55 C Pale olive (5Y 6/3) loam with greenstone fragments 2 55 Cr 50%+ greenstone D 0-6 A Weak red(2.5YR 4/2) clay loam 3 6-84 Bt Red(10R 4/8) silty clay 4 E 0-6 A Weak red(2.5YR 4/2) clay loam 3 " 6-42 Bt Red(10R 4/8) silty clay 4 42 - Bedrock or boulder \ S EP HEN P. 0Ce LIC. NO. 106 4-p� • o-i sO9, 1 � JP •�,.,•���O�S1TE SO\�� 62ccge_ z Soil Information Summary Lot 8 Ashcroft West 1) Position on slope information—Position satisfactory, side slope 2) Slope— 17% 3) Depth to rock/impervious strata—Max. — 84 inches+ Min. 42 inches 4) Depth to seasonal water table—84 inches+ 5) Free water present—No 6) Soil percolation rate estimated— 100 @ 12" Comments: Primary and reserve drain fields will be engineered(alternative) septic systems. � .1\ O��EALTII �F .111 few STE*N P. GoOCH"% • LIC. NO. 106 02 ONSITE SO\\- GOOCH ENGINEERING & TESTING page 3 arc 1821 Broadway Street Charlottesville,Virginia 22902 Abbreviated Design Form Lot 8 Ashcroft West Design Basis A. Estimated Percolation Rate 110 @ 12" B. Trench bottom square feet required per bedroom (from Table 4.6 based on Gravity * LPD 405 * Drip system with pre-treatment C. Number of bedrooms 4 Area calculations D. Length of trench(ft.) 95 Length of available area(ft.) 95 E. Width of trench(ft.) - F. Number of trenches - � ��T�r Op G. Center-to-center spacing (ft.) - c° „ z SE Nn -00 H. Width required (ft.) 60 (primary) 405.4. LIC. NO 106 poi ity- Width of available area(ft.) 120 a QNstrE so‘�,ti I. Total square footage required 5676 (primary) J. Square footage in design 5700 K. Is a reserve area required? Yes, reserve available within area investigated. • �j '. \ \ \ . W\ \ \ \ \ \ V',\ \,! ,' ,1',,,'\ '1 t\+ \\ ♦ �♦` .. \ \ ♦ . , \ % .� ` , \ \o \ \�\ l , ! , 1 1 , , 1, 1 , i ,1 \\ \\ \1 \ \ \1 \ \ \ ♦ \ , , ' - '! ' \ I ! 11,' ,1 1. \ \\.� \ \ ♦ ♦\\ \\\\\\\, 't t l \\\ 1 1 1f' 1; t \ \ ,�` \\ y \ \\ y I ` 1 b t \ ` v- \ 1 V I 1 1 1 t 111 V.11 ,,111 'f 1 \'1! 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I I i t , A�b, V \ \ \ w \ / '�I } , I 1 l 1 , I .• , , 9 k .i 1 1 i I l 1 1 j l , r l i l l ' 1 i, , i •, I , 1 Fes.• i 1 \, \ ` ��I,, 1 - r ,_'1 I m ••-r 1^• '.r•.I ! I ,i •\1 I r , r i tr 11 I I 1 /' , , 1 I I ' I I -i ' \\ \ W ` `�. /. ��/�' - - - I ir'i ,.... I i 11' 1 ; I IW • I • I 11 I , r I i I ' I I i , , , r , r , , ! , -- I I gj \ ` • r •.�'1fl/ i :LL I • 1 'G• 1 1 J 1 f{,� Ili i i l , 1 ! I I. ; ' 1 . ' 1 i , i I . I '41;`,Q ` \-- \ ' ./3 "... -' -- --/ '/f ;1>_ r r ' I , 01 1 I I ! , I ': rY'.� ! I I r ' , r r I r I i ; 1 ' • Page5of5 i 1 Certification Statement County: Albemarle Date: 4/15/07 Property Identification: Ashcroft West—Lot 8 ' 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 �_. 1 4 otteN-TH! of . H ,. cLfC. NO. 106 gel O' Je.;^ %SITE SoAy Soil Profile � ‹ Ashcroft West Lot9 Hole Depth(in.) Horizon Material Description Soil Texture Group A 0-4 A Weak red(2.5YR 4/2) clay loam 3 4-40 Bt Red(10R 4/8) silty clay 4 40-60 Bt2 Red(2.5YR 5/8) silty clay loam 3 60-84 C Yellowish red(5YR 5/8) clay loam 3 B 0-6 A Weak red(2.5YR 4/2) clay loam 3 6-42 Bt Red(10R 4/8) silty clay 4 42-64 Cl Yellowish red(5YR 5/8) clay loam 3 64-84 C2 Yellow(10YR 7/8) loam 2 C 0-6 A Weak red(2.5YR 4/2) clay loam 3 6-84 Bt Red(10R 4/8) silty clay 4 D 0-6 A Weak red(2.5YR 4/2) clay loam 3 6-40 Bt Red(10R 4/8) silty clay 4 40-72 Bt2 Red(2.5YR 5/8) silty clay loam 3 72-84 C Yellow(10YR 7/8) loam 2 E 0-6 A Weak red(2.5YR 4/2) clay loam 3 6-30 Bt Red(10R 4/8) silty clay 4 30-60 Bt2 Red(2.5YR 5/8) silty clay loam 3 60-84 C Yellow(10YR 7/8) loam 2 ::p,LTH OF w1/4\ o i'E�, _p i °ST HEN P O CHI LIC. NO. 106 pi �® .�. af Soil Information Summary Lot 9 Ashcroft West 1) Position on slope information—Position satisfactory, side slope 2) Slope— 18% 3) Depth to rock/impervious strata— 84 inches+ 4) Depth to seasonal water table— 84 inches+ ( 5) Free water present—No 6) Soil percolation rate estimated—55 @ 60" in primary drain field (holes A, B and E) and 95 @ 72 inches in reserve drain field(holes C-E) Comments: Reserve drain field will be an engineered(alternative) septic system. / LTHOP\ 111\ i U7�14.. 4:1740 ®c� LIC. NO. 106 0= Off/ L( 7 =01 vev JP OIVS1TE S0\s" GOOCH ENGINEERING & TESTING page 3of 1821 Broadway Street Charlottesville,Virginia 22902 Abbreviated Design Form Lot 9 Ashcroft West Primary Reserve Design Basis A. Estimated Percolation Rate 55 @ 60" 95 @ 42" B. Trench bottom square feet 412 319 required per bedroom (from Table 4.6 based on * Gravity LPD *other *Ecoflo or AdvanTex Treatment System C. Number of bedrooms 3 3 Area calculations D. Length of trench (ft.) 100 75 Length of available area(ft.) 100 75 E. Width of trench(ft.) 3 3 ,sp,LTH OF Li F. Number of trenches 5 5 � 9R 1,�• � spacing (ft.) 9 9 felek °SE �OCH ' • G. Center-to-centerp g LIC. NO. 106 bpi H. Width required (ft.) 39 39 so J� 9,� ev Width of available area(ft.) 50 40 ONSITE SOS\' I. Total square footage required 1236 957 J. Square footage in design 1500 1125 K. Is a reserve area required? Yes,reserve site available within area investigated --7..----- -- ------',' .:-..--- ":-:::-t 5%-:'-'-4-S• Z%-÷:-::: --: :. II / / ,� / // ./` , �. �F Ems' 1� _ .11II11 / I / / -' ''I` 'I/"�y:r:;•J ' , N. ' : ▪ .- _ - - 1, 1 1 /, I1 1 1 1 1 I 1 1 / A / / n ., .f. /�'''70/ ` - --- - - _ .- - - DF _E 1, 111111 I I I r I / /\`�\. . ,• • \I ' O '• -DF,Q^ _- -��.. .-_ .. � _- -� 11 / //--iIIiill 111111 / I `'/// L. ` 41 ,,..\,_ .♦ , ,' `A+_ ` Pd. /,ir - .... I ,I 1 1' 111'II , 111 / I 1 \ \/ /♦ 1 .., �.Ofi10\;,, _ Q. - __ _ _. 1 I 1 / I III I I 1 / \'` , // A 4- I 1 •1 \\ /' ai .'� - II11 / III 1\I1II1I %/,/ I /� ` / ���`I -� _ _ 1, 11 I 111 %11111 1///I l `i//1' �1 , fiI\� - -- %�•', ofeE __•-- - • - I ,1 ,, /^ ' 1 1 I ) 11 I 1_ 11// I `'// I I I I / I / - •-- OF B ' : /' ' ._...- - • • F �-- I I I , , I l 111 III ,\/1 I �- •%\�, 111 1 1 / / 1 I 1 , l , I 1 , 1 s N 1�'. ,,,� 1- \ - __ :.� ' n ,, -AC- --.. _ _. i 1;ri 1 /. "- 1 1 / I//1 '/OF/1 i1 I I , / 'IS ,4,,,,41,• ..444.kik •• /- w' sji-i3j.- - --▪ • ..- '' ' - V ' • , • ` DF 8 II I I 11111// , •- � '`I\'a(,1� /Ir 11 OF d/F/ / l I I. , '� , ,..-` , /, DF - ',' DF 8 B --'--- _ , 1 111 III I//,! 1 imrA , Ci I / //T / / // / I\ � �� �I,�,r_ / . ,!i/�,:, '- - I I I 1 1 I I11 I 1 / ,/ ' .. 4/BI I ',I / DF 4 // 1 /� �-,7 t, �!-,• '--. i .... - I I I Ill 1 1 I /� / , 11\ 1 I I , / / / , 8 -{��'G..v�,!�� / " \ 1 11 1 1 \I\ I 1 1 / ,) 1 ��� 1 I \ I I I /, / I / ••�.•: �-N>j�rbfe/ �,� 1 `\ I 1\\ / /I I I I,1 ,l \\ , , / , 'I , ,, ` \\ I I :.i:,: ori- ':.':.:-i:_...'.:.,•. \\I /\ I I, III ,\ 1\\( I / 1 / // > \\ ��`�\ I , 1 '.,4 �S��y :•:::'.:::..... 11 1 1 1 I, 1 1 )l 1 1 \ 1 1 , / ,/ 1 / / 1 ' / I\ \ \ : � ' 1 I -���'3 �d.i 1,/ l 1 11 1 1 , 1 1 ), I\ I I , / 1/, ,l / f / / / I , .r:e 1, 1 1 / >rr�- �� \.%1 II 111 1\\ \ 11. 1 1 1 1 \ .1 , / _/ ///1 /I / ; / :74 1 I I I I 1 ) I I /,,. I I \\ I , 11 \\\ -1111111 \ , I ` r / 1 /:/._,) i • : I \ .\ 1 I 1 ♦ / - 1 I \I 1 I \\ !11 j1 1 1_ I 1 1 \ .. 1 / 1 1 I• , v�T: ) �1 .\\` • \ 1 1 l �"/. _. �\ 1 1 \I 1 IA l 1 1 Il I % A; I\ I I • :•/ / ,• \\ 1 \ 1• \, / II \�\I\\\ \`- '�I'1\ \1 \\ \'\\\\\\\`\\\ \\\eF\ .\°\11\ ' l \ `' �Y' /, .' ) 1 I \ i \ \ / `\`\\ ' @`\`\, lA\ 1\\ \11 A, \`\1\\\\;\`\\`,\ ,,,.., \ \ \ :c1" (1( I 37 F11 •I\ I ,I ` \ `\/ \ , \ \ \\\\ 1(-- \\\ \ \\ .\ \ \ \ \ \ \\ \ \ \` \` \ `: e. \ 7\ 1 ' \\\ \`\X\:\\\ \ \\\\\,\\, \ \ \ \ •OF 1.0\E \ \\ ,\ \\ ::.... is• r .1 \ 1\ 69 AC X\ \ '`.`/IR+- - ^y,/6• .:'..C..i.1 lin `, `, \`. -% \ ` ` `\ \\ \ \\\ \\\\\\\\ \$\ \ \ �\\-Ap� `�, `\y.., \ a \\',\\ \ DF 9, \\ '\\‘‘‘‘\\\‘‘‘‘ \ \\\\\\' '\‘‘\ \A A\ \'‘'‘,\‘‘,\\\‘‘‘\‘‘‘\:\‘‘‘°‘\\\‘‘ \ ..1 \ ."-'• \\\' 'A'' •-•-' - - - 1 -19__-_--__-__F.•,-_ .__-__._-__-7.-itiai ,` \\\\\ \ I`\;\\ \\ \\\`\\-• \ \2►'\\, 1";;r4°' '. \ `bt':�- ,.\Q \\\ \ , \\ \ ":Si.•,:.4:•.:.r:;.• • ` i (-� - __ --_-... _ - itX \\ \ \ \ \\\ \ \\`\ \\` , 1 .. \\\\-- X>X\\&\\\ \`\ley \`X \:\ \\''\ %4tii44bli.V) .... -6E 1\- \ \ \ \ \\ \\ \ \ ' \\\.,ti \` \ , C.,'\ . \ _---__ - • \ , \ , \\ \ , _ ``\ \ Scale 1"=100' •- Soil Profile Hole __. ,_ ___- --- • •• '/;'; \ \ ,` \ \ \ \ \\ \`\, -__.. _-_- ,,,,,, \\ \\\\\`\ '• `\ ` House and Dram Field Sites = - ' ' ,\ \ \•, \ . \ -• Ashcroft West \ .-\` .- - Albemarle County =. .....-. - ; \\ . \ `, , ``\ Gooch Engineering & Testing, Inc. - -- - - \ .,,•„\\ ,';_,'- 1821 Broadway Street ------------- - - Charlottesville, Virginia 22902 • Page 5 of 5 Certification Statement County: Albemarle Date: 4/15/07 Property Identification: Ashcroft West—Lot 9 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 t sttem..TH 04:\ 4.: �'STE N piert 'p3�4, 4 L1C. NO. 10e 8f °�� Lf-I f-o7 .,�� °°ivsrrE so``' ' 1 y fug 1m�� Soil Profile Ashcroft West Lot 10 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(10R 4/8) silty clay 4 B 0-4 A Weak red(2.5YR 4/2) clay loam 3 4-40 Bt Red(10R 4/8) silty clay 4 40-60 BC Red(10R 4/8) silty clay loam and yellow (10YR 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(10R 4/8) silty clay 4 70-78 BC Red(10R 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(10R 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(10R 4/8) silty clay 4 F 0-6 A Weak red(2.5YR 4/2) clay loam 3 6-48 Bt Red(10R 4/8) silty clay 4 48 Cr Greenstone • /$1)7.17.4401\ .are) TENf � $ ST E P G CH LIC. NO. 106 pi h Q" U9� �(-i C-0-2 PJ J CNSITE 5O\\- (2u 2. - 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 pF��9 9igei AA ST HEN P. G = • LIC. NO. 106 02 • °NsITE so"' { GOOCH ENGINEERING & TESTING page 3 0F 5 1821 Broadway Street Charlottesville,Virginia 22902 Abbreviated Design Form Lot 10 Ashcroft West Design Basis A. Estimated Percolation Rate 120 @ 18" B. Trench bottom square feet required per bedroom (from Table 4.6 based on x Gravity LPD* 405 *Ecoflo or AdvanTex Treatment System C. Number of bedrooms 3 Area calculations D. Length of trench (ft.) 80 Length of available area(ft.) 80 E. Width of trench(ft.) 3 F. Number of trenches 6 (primary) ,��A�?x of ., G. Center-to-center spacing (ft.) 9 0`� ' , e H. Width required (ft.) 48 (primary) ' Llo. NO 106 0i Width of available area(ft.) 105oivsrre sa"' P I. Total square footage required 1215(primary) J. Square footage in design 1440 (primary) K. Is a reserve area required? Yes, reserve available within area investigated. III , / / '' , / ''• • .' , / - '\ - -' - _-_ -.'� _•- _- . o iii Of Ili ' (AL ,' _ I I I I I I 1 I / / I / /I I, 'N►�A/:i:;ii: ,,,/,' \ /,- -••- ----- --..___-- - --r -•- -- 111111 I / „, , \ ./ !i: , ,' _A-- ,r i IF 10-E - ' I I I I ill f f ' / I / , `_ 10- _ r�yq`$ p'r ` " ---1 ..OF E I , / I I II II ,/ . / \• \ ,� OP C - - 11 I1 / ''111'11I II Il... ,�i/jI~`♦ ,%��`�� r `,\t ___ - _ -" --- __- 111 CIO\ Il 1 1 1,/ / l ,//// f � � , �-'\�.l OF '�' - r� _DEB E I 1 /-..\I ,III ' t- it,// ' ``// I I 1 1 � � , I ` -- • .. - - , . r' F C I, 111 ' , i 1 1 I\I 111 ','l l I 1 /\- M•.-A,, ',• -_ •. A _ �—• 4111m, rI I 1 I / , / - I II I '_. DF1!, N 1 / I 1 1 b \�� ` • ' 1` `' P E'J' - I 11 ! / ,/ , / f / / , � � \y� r OF B / �, ilk 11///' /.' V\I\���1� I OF ♦`/ 1 / / ,l l I �' �:�� ' / ,•' \ / , DF i,,- _-•---- _ . 1 1 I II I / , , , I9 , /';/ /'/ T / / I I _, , I • I, Ill / 1 , ,2�IYAI , , I, / I / , , , , 1 •�I � ��`� �r '' / -- _ I I I 1 1 0 I I / / / 41 i ! I I 1 1 1 / Y , / 1 / I I� _ilgt. , � / ', - I I 1 , 1 II I I 1 / / \\ l ! I f .,I / DF 4 ' I l ,\ P --/ // ./ li, '�\I 1, 1, 1 \ \11 It It iluil ' I 1 I , ,! I \, 1 1 1 \ , I f // / , ! ' . 0 �. p 1 — — . l ,` ♦ l•-\ III t I \\ 1 \ \ I I / / �' .. ��. \ 1 1 111 1\\ \- 1 ,. ' I I \ \ ,1 , -, , , / \ ! .91� I 1 , , I { ! I I �.- I1 '11\'\\I � 1{\\\/it t111',`I'\ '�_I \ \\11♦' ; ''i ,\ i J��'' ' v�T , 1�1 .,♦` ` `\ \\ 1 I ♦`'_-• /11,1 , 1 1 I I l l 1 1 1 A _ p I �' .+:/ l ' - \ 1 \ 1 ``, 7 \7\I , Y\\\\; `\\- ;{,1'1%\ \ \`\`1\\\\\\\\\\ \\\pF\ •�D`I 1 \ \ 1 �� I': , • } / I/ \1 / ~ \ \ \\\\ \r \ \\ \ \ \ \ \ \ \\ \ \•\\ \\ , 1 -�--� .. — �49 \\ \ \\\\\\\ \ 1\\\\\ \ L11 ` 1` VC MC `♦ ♦` ,•\♦ - -0_76- 1101. '‘‘\' \- \ ‘ \ \\ \" - 1"\\\\‘‘‘ ' ‘ \ ‘ ‘ I3'‘‘ 11 . ..... 1 ‘til ‘‘ `, `, ) \ , s•., )/ \ ‘ )• ‘ ‘ I "\\\ \\\ \\ \I\\‘‘‘ \‘ \\ k ‘ \\\\\ \ ‘ \ \\\\ \ •\\.•::•.:,. ! 4.• \; \\ \ \\ \ \\ \ \\ ` ;. `\\ \ \\ ♦ ; \ � \, •\ Wl�\mot asnri *00-•- - - - - - - \ \ \ \•\ \\ \ \ ` \\\ , \\ \ \ \ \ ♦` `iik ` • Levy\!`�1°�:s. \ . Q�\ !• ---- _ 2'-pj •. \;;\ \\;\\\\\\\\\; \;0 - \\ \\• �.` \;\Vls. \`' ,=p a\I`:`.•�•,..\� A. _----7--,E i _�___ - . ''--„ -. \\"\\\ ;\\ \\` \ ;`\ _ '\• \ '`, Scale 1"=100 •-Soil Profile Hole ---_--_. ._ -_ _ -- - ' ' ' ' House and Drain Field Sites Lot 10 ' \\\\\ Ashcroft West :_____-_ = \ , ;` , \ \ • ._� Albemarle County --- _'__ \• \ \ , ; '' --' Gooch Engineering & Testing, Inc. := _-_-- -- -_ - • \ ' • 1821 Broadway Street -- ... - - Charlottesville, Virginia 22902 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 eR�TW Ofi I 16%kg c'. : ` STE ENP tea .0' l.lc. NO. i O ��$ �' LI"if---C.)? i•.. .0 jvSlTE SO'. `' Soil Profile Ashcroft West Lot 11 Hole Depth(in.) Horizon Material Description Soil Texture Group A 0-5 A Weak red(2.5YR 4/2) clay loam 3 5-70 Bt Red(10R 4/8) silty clay 4 70-120 Bt2 Red(2.5YR 5/8) silty clay loam , 3 B 0-5 A Weak red(2.5YR 4/2) clay loam 3 5-75 Bt Red(10R 4/8) silty clay 4 75-120 Bt2 Red(2.5YR 5/8) silty clay loam 3 C 0-5 A Weak red(2.5YR 4/2) clay loam 3 5-84 Bt Red(10R 4/8) silty clay 4 84-120 Bt2 Red(2.5YR 5/8) silty clay loam 3 D 0-5 A Weak red(2.5YR 4/2) clay loam 3 5-72 Bt Red(10R 4/8) silty clay 4 72-120 Bt2 Red(2.5YR 5/8) silty clay loam 3 E 0-6 A Weak red(2.5YR 4/2) clay loam 3 6-84 Bt Red(10R 4/8) silty clay 4 84-120 Bt2 Red(2.5YR 5/8) silty clay loam 3 ���p,LTH pF IN fe6kkulg • $�G gTEPHEIU P G �• D LIC. MO. 106 0� � JQ' /�� eo �' ONSITE SO\ c_ 2 -e) `;- y Soil Information Summary Lot 11 Ashcroft West 1) Position on slope information—Position satisfactory, side slope 2) Slope—22% 3) Depth to rock/impervious strata— 120 inches+ t\ ' 4) Depth to seasonal water table— 120 inches+ 5) Free water present—No 6) Soil percolation rate estimated—75 @ 96" Comments: Reserve drain field will be an engineered(alternative) septic system. ,00,1.T H pF L $ STEP HEN P. G O ,i UC. NO. 106 Q i G� yo,p y-1� ONSITE SO��' GOOCH ENGINEERING & TESTING page'')of 5 1821 Broadway Street Charlottesville,Virginia 22902 Abbreviated Design Form Lot 11 Ashcroft West Primary Reserve Design Basis A. Estimated Percolation Rate 75 @ 96" 75 @ 96" B. Trench bottom square feet 596 254 required per bedroom (from Table 4.6 based on * Gravity LPD *other *Ecoflo or AdvanTex Treatment System C. Number of bedrooms 4 4 Area calculations D. Length of trench (ft.) 100 100 Length of available area(ft.) 100 100 „oEpa_TH 41 E. Width of trench (ft.) 3 3 0N4 Gi F. Number of trenches 8 4 ° "/fifeeNze Attem,, G. Center-to-center spacing (ft.) 10 10 . LIC. NO. 106 p$ H. Width required (ft.) 73 33 oNSITE sci\ Width of available area(ft.) 75 35 I. Total square footage required 2384 1016 J. Square footage in design 2400 1200 K. Is a reserve area required? Yes,reserve site available within area investigated I/1/, 0/,//- //'- / _ _ _._- \ -,♦ \`,`,```\\\`,\'\' 111`\11 ,1.\\,\\`\,t \•' - '-'_ - IJ1//: /---I1/ / \ 1 \ (-,' - - - .\ \♦\\\\\ \ \ \ 11' ,t,111\111 \ \1\\;,`', --'•_ /,'/ • //// / ,' //, i-_ ' -\ 1 /' / `, ♦ ♦♦ ♦ \ •\\ '\ 111t 111,111 \ ♦.\':, -_-- .// ' '-' - , 1 1 1 ,I 1,.1 • _ I // /, ,,' - \ \ ♦ \ \ \\,1\, ' , . , ♦ `.Is .. . wit, ..7 - Ill, /1//'`-/I/,/////'r'/r/',/�-�./-" • `\ ♦• �\\\\`\\\\ \,"\` _..:`�, S. \•� _ ._ --^ r,r/. 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II \ I I 1 I 1 Scale 1 —100 •- Soil Profile Hole ' I 'I I 1 , 11 11 1 ',' I I\,`1 ' I \t,1, 11 1 ,• �, 1 1' I ' I `' 1 1 11 1 / ' ' 1 / \` / ` '/`' ♦' House and Drain Field Sites �� 1 1 1 , ` , 1 1 1 I t l I I � ' , ' , \t 1 I I,I � � `: , 1, 1 ,\ , , ,\ ` III 1 ' ` ;; t ; 1 '; -t. krakt / ` jto \'\1\',',,'\\',;''' ` ',t''1,I I I ;‘�;` ;;,, 1/ , 1 1 1 Lot 11 �., w , \ \\'`\`I t 1 \1 1 1 ,��\fit ; ' ;�t I Ashcroft West —�—�� \ \` \` \ ,\ ,1\ 11 \t1 11 1 I I ' ' tt ' ' � ' I I 1 , 1 \' t,t,', I\ ', I II ,'11,I I' Albemarle County 11 1 1 , \ t\ , , 1\ \ , 1 \ 1 1\ \ , / . , , 1 \`\ \` '\ ''\ \\t 1\ 1\1` \ \\ ' 1` \\\\ Gooch Engineering & Testing, Inc. `S. • \ ,\ %\ \ \\ \ `,\\' 1821 Broadway Street I • 1I , , , ,\, t\ 1 \' \\t\ \\11' \ \\ , , \ , , , • \ \ t ,I ,\ , ,1 , 1\‘‘‘,‘,\\\\ \\ , \ \ \ Charlottesville, Virginia 22902 , �, I ' Page 5 of 5 Certification Statement County: Albemarle Date: 4/15/07 Property Identification: Ashcroft West—Lot 11 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 oA/ LTHOP . �p�1 � ,. w ,�G IJC. NO. 106 ¢� Le— —a—7 4y.-, %SITE SC` rc Page_ 4 ()F-v'-- Soil Profile Ashcroft West Lot 12 Hole Depth(in.) Horizon Material Description Soil Texture Group A 0-5 A Weak red(2.5YR 4/2) clay loam 3 5-92 Bt Red (10R 4/8) silty clay 4 92 Cr Greenstone B 0-4 A Weak red(2.5YR 4/2) clay loam 3 4-66 Bt Red(10R 4/8) silty clay 4 66-120 Bt2 Red(2.5YR 4/8) silty clay loam 3 120 Cr Greenstone C 0-5 A Weak red(2.5YR 4/2) clay loam 3 5-72 Bt Red(10R 4/8) silty clay 4 , 72-96 Bt2 Red(2.5YR 4/8) silty clay loam 3 96-120 C Yellowish red(5YR 5/8) clay loam 3 D 0-5 A Weak red(2.5YR 4/2) clay loam 3 5-30 Bt Red(10R 4/8) silty clay 4 30-108 Bt2 Red(2.5YR 4/8) silty clay loam 3 108-120 C Reddish brown (5YR 5/4) clay loam 3 E 0-5 A Weak red(2.5YR 4/2) clay loam 3 5-90 Bt Red (10R 4/8) silty clay 4 90-120 Bt2 Red(2.5YR 4/8) silty clay loam 3 o��:ACTH OF`li '9 : 5 � G%�Z LIC. NO. 106 -gZ 'L F�°NNS►TE SON\'e Pu 2 ; Soil Information Summary Lot 12 Ashcroft West 1) Position on slope information—Position satisfactory, side slope 2) Slope—22% 3) Depth to rock/impervious strata— 120 inches+in primary drain field (Holes C-E) Max— 120 inches+ Min. —92 inches in reserve drain field (Holes A, B and E) 4) Depth to seasonal water table—84 inches+ 5) Free water present—No 6) Soil percolation rate estimated—75 @ 96"in vicinity of holes C-E and 95 @ 48" in vicinity of holes A, B and E. Comments: Reserve drain field will be an engineered(alternative) septic system. a/ LTHO?*\ VSTE HEIV P GO • % LIC. NO. 106 0� 11541-p (1—PC-0-7 • Nat. SITE SC��' GOOCH ENGINEERING & TESTING page 3of 1821 Broadway Street Charlottesville,Virginia 22902 Abbreviated Design Form Lot 12 Ashcroft West Primary Reserve Design Basis A. Estimated Percolation Rate 75 @ 96" 95 @ 78" B. Trench bottom square feet 596 319 required per bedroom (from Table 4.6 based on * Gravity LPD *other *Ecoflo or AdvanTex Treatment System C. Number of bedrooms 4 4 Area calculations D. Length of trench(ft.) 100 100 Length of available area(ft.) 100 100 olepLTH OF. E. Width of trench(ft.) 3 3 o'' ' .. F. Number of trenches 8 5 °(cqç.?s ��•, 11. •c �• G. Center-to-center spacing (ft.) 10 10 •i LIC. NO. 106 °i H. Width required(ft.) 73 43 °AiSITE s°\\' Width of available area(ft.) 75 45 I. Total square footage required 2384 1276 J. Square footage in design 2400 1500 K. Is a reserve area required? Yes, reserve site available within area investigated Page 5 of 5 Certification Statement County: Albemarle Date: 4/15/07 Property Identification: Ashcroft West—Lot 12 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 �Isfe .TH OF j4.°ST i1EN'P 1 ii }j" LIC. NO. 106 0a a Via''',• QivSITE SCA- Soil Profile ��� l J�� Ashcroft West Lot 13 • Hole Depth(in.) Horizon Material Description Soil Texture Group I A 0-6 A Weak red(2.5YR 4/2) clay loam 3 6-60 Bt Red(10R 4/8) silty clay 4 60 - Quartz B 0-6 A Weak red(2.5YR 4/2) clay loam 3 6-48 Bt Red(10R 4/8) silty clay 4 48-96 Bt2 Red(2.5YR 4/8) silty clay loam 3 96-120 C Yellowish red(5YR 5/8) clay loam 3 C 0-5 A Weak red(2.5YR 4/2) clay loam 3 5-57 Bt Red (10R 4/8) silty clay 4 57-120 Bt2 Red(2.5YR 4/8) silty clay loam 3 D 0-6 A Weak red(2.5YR'4/2) clay loam 3 6-57 Bt Red (10R 4/8) silty clay 4 57-96 Bt2 Red(2.5YR 4/8) silty clay loam 3 ' 96-120 BC Yellowish red(5YR 5/8) clay loam 3 E 0-6 A - Weak red(2.5YR 4/2) clay loam 3 6-60 Bt Red(10R 4/8) silty clay 4 60-120 BC Red(2.5YR 4/8) silty clay loam and yellow(10YR 3 7/8) silt loam F. 0-6 A Weak red(2.5YR 4/2) clay loam 3 ' 6-84 Bt Red(10R 4/8) silty clay 4 84-120 C Yellowish red(5YR 5/8) clay loam 3 / LTHO **:G,9 il S E HEN P. GOOCH ®G LIC. NO. 106 pi •� tis J „‘ , O ONSITE S ON- ., ,„, Fue2e. Z ac c Soil Information Summary Lot 13 Ashcroft West 1) Position on slope information—Position satisfactory, side slope 2) Slope— 19% 3) Depth to rock/impervious strata— 120 inches+ 4) Depth to seasonal water table— 120 inches+ 5) Free water present—No 6) Soil percolation rate estimated—75 @ 96" in vicinity of holes C-F and 105 @ 48" in vicinity of holes A,B and E. Comments: Reserve drain field will be an engineered (alternative) septic system. O��Ep.LTH OF!i9 P OOC vST HEN P. G o LIC. NO. 106 p: S J� ONSITE SOS\' GOOCH ENGINEERING & TESTING page 3of 1821 Broadway Street Charlottesville,Virginia 22902 Abbreviated Design Form Lot 13 Ashcroft West Primary Reserve Design Basis A. Estimated Percolation Rate 75 @ 96" 105 @ 48" B. Trench bottom square feet 596 357 required per bedroom (from Table 4.6 based on * Gravity LPD *other *Ecoflo or AdvanTex Treatment System C. Number of bedrooms 4 4 Area calculations D. Length of trench (ft.) 75 70 Length of available area(ft.) 75 70 E. Width of trench(ft.) 3 3 a�EPLTH pF`f9 0 F. Number of trenches 11 7 so y �l"•4 2 �ST H� F'. GOOCH ® G. Center-to-center spacing (ft.) 9 9 4"› a › LIC. NO. 106 H. Width required(ft.) 93 57 q 7 r ovsrTE so Width of available area(ft.) 95 60 "'`'" ` ' I. Total square footage required 2384 1428 J. Square footage in design 2475 1470 K. Is a reserve area required? Yes, reserve site available within area investigated //// „......„............7 _ ,�'/' -.,i'!,/'i' / f\'I ,- /•'�' - -♦` ;`\\\, , \\\\`,,\`,i,'1\,10,11\I`\` \•`�♦♦ ``• `• _'-- -�- i,/,'-i • /1,,1j_ /,//:',/=_ Ilr' _ _ `\\\ \ \ \ \\ \\ t\ {\ \' 1 ,\ ``♦2 •.. ---_ -'I/-- ,... . _____ , ,..,..,\,\‘‘\‘‘,,,‘„,‘ 0 ....„.,. ..:.,.. ____,___.-ve, 1/,1 • / /l// / //, r/, r_ -./''_`-- , y‘,\\\ \\\\ \\\\\\♦ .. `.. _-- -- -•',...-.-....- - , r 1 i♦-/, ! ! ice♦ _ '. \ \ \ \\\.• ;♦ "♦-♦ ; ` ! /,, ',/ -//,1 ,, / ! 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I 11 /f , 1 / / ,! / I . i%, ,1 ,/ , Ii I ,, , , , , Scale 1 =100 •-Soil Profile Hole .,.. ��\\::::"- �/ I 1 � \ 1 I 1, I ,, 1, ,, , i , , , \I./ 1 House and Drain Field Sites ;'::: �� �`,'1'l l',`\,\,'1`\',`,`I`\`\,', � ��;`;\\� `/ ' Lot 13 ' ��..`�►y. , , 1 , \, \ , ,,1, , ,1 ,, 11 ,i1 ,,11 , I o� ' '\\\ '`, \\;,\I \'11 1 A I i' `' Ashcroft West • -a �/ \,\,\,\ \\ t\,,\,1\ 1\ ,\11, 1I , 1\I ,1\,'1 Albemarle County _ I• , I I , I , \ \,`\ \ `` \`` '` `1 \,`` \ , Gooch Engineering & Testing, Inc. 1 \ \`` ' ; 1`,',‘,\‘', ` \'\\ 1821 Broadway Street \ l f \ t , ,,' \\ \ ,1 ,1\ , \,\\ \ \\ \ \ \\ 1 , , ` \ \ \ `\ '' I I \ 1\ 1 \ \ \\ \ \ Charlottesville Virginia 22902 " Ft 1 t —. Page 5 of 5 Certification Statement County: Albemarle Date: 4/15/07 Property Identification: Ashcroft West—Lot 13 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 AiLTH op ift'e -16 1,,,,, Ocl-� Ric. �v�a. ,�s o$ cto \so Qh1SITE SC)‘‘' Pa 2 Soil Profile Ashcroft West Lot 14 Hole Depth(in.) Horizon Material Description Soil Texture Group A 0-6 A Weak red(2.5YR 4/2) clay loam 3 6-48 Bt Red(10R 4/8) silty clay 4 48-84 BC Red (2.5YR 4/8) silty clay loam and yellow (10YR 3 7/8) silt loam B 0-5 A Weak red(2.5YR 4/2) clay loam 3 5-42 Bt Red(10R 4/8) silty clay 4 42-55 CB Yellow (10YR 7/8) silt loam with red (2.5YR 4/8) 3 silty clay loam, some greenstone fragments 55 Cr 50%+ greenstone C 0-4 A Weak red(2.5YR 4/2) clay loam 3 4-40 Bt Red(10R 4/8) silty clay 4 40-84 C Yellowish red(5YR 5/8) clay loam 3 D 0-4 A Weak red(2.5YR 4/2) clay loam 3 4-36 Bt Red(10R 4/8) silty clay 4 36-84 Bt2 Red(10R 5/8) silty clay loam 3 E 0-4 A Weak red(2.5YR 4/2) clay loam 3 4-48 Bt Red(10R 4/8) silty clay 4 48-84 Bt2 Red(10R 5/8) silty clay loam 3 4. 0%\l\I� T H OF`,9 v STE HET Aa iG OC ®G LIC. NO. 106 ® •�yO"pi 1 P (-11-01 JJ/ ,, ONSITE S U" 2 aED I Soil Information Summary Lot 14 Ashcroft West 1) Position on slope information—Position satisfactory, side slope 2) Slope— 14% 3) Depth to rock/impervious strata—Max. —84 inches+ Min. 55 inches 4) Depth to seasonal water table—84 inches+ ti . 5) Free water present—No 6) Soil percolation rate estimated— 110 @ 42" Comments: Primary and reserve drain fields will be engineered (alternative) septic systems. ONVY' H OF L 49. iliveoe uu ' /1 4, SUGOO H ♦ c LIC. NO. 106 p= op> (1-6-0 ) Qy �o ONSITE SO\\, i GOOCH ENGINEERING & TESTING page 3 ,Qrr 5" 1821 Broadway Street Charlottesville, Virginia 22902 Abbreviated Design Form Lot 14 Ashcroft West Design Basis A. Estimated Percolation Rate 110 @ 42" B. Trench bottom square feet required per bedroom (from Table 4.6 based on x Gravity LPD* 375 *Ecoflo or AdvanTex Treatment System C. Number of bedrooms 3 Area calculations ti D. Length of trench (ft.) 80 Length of available area(ft.) 80 E. Width of trench(ft.) 3 F. Number of trenches 5 (primary) ,oA LTH°N o G. Center-to-center spacing (ft.) 9 `0,4 4. y4F H. Width required(ft.) 39 (primary) «% LIC. NO 106 oa Width of available area(ft.) 90 we) AO' I. Total square footage required 1125 (primary) J. Square footage in design 1200 (primary) K. Is a reserve area required? Yes, reserve available within area investigated. • .i/I , 1, / I / / /�l / ✓\ •, i , ,% .1, .1-E_-- --1 - -' --- - / - I 1 I l ' • / / , .- ' --�1 (":":"" / / / / ,1' if"1 :7.:::�.: 1 , J - _. _ -II I .I I / 1 / \ :' / '.�70 - - _-•--- OF E / / i:IIlI . ,'; ' 11 , I//\+ \ +1_ •' \1• '' 0' -` -DF_IQ - •__ �• --- 1 /'--I111111 I , I II , \,/t/ Ak. �\ __\ %n ',:•C' _ _ /',- -_ �� •D. - I /, 1 I I 1 1 I I'fr 1` \ �/`i,��\ � �_ _.D10 ,,- -' _ -_- I DF. .Q - Q. _- 111 I 111111111 I///! l � ' / / � -- •'' -i _. - I / 1 I1 t / II // '/ ! �\ +•1 f;\1\\ DF , .DEBE Ii 1!/ //-1 I 11 1��l ..`5 c/ I I . 1 Nite \ , ; �' ----� ;-.:A�:;.. 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'•‘•‘• I%\\\\‘‘‘‘\‘‘‘‘‘‘\‘‘ ‘1‘ \\\\\‘•\•-•‘•‘•‘•\\\•• • \\• \\•\•‘,‘• s, •'N\ \ - ..''2.-'.EIFT•fi i: 7 IT.."7....1...-....--- - - -14-.,.: ..:. :...- - . \::‘,\,\.:‘\:‘:\‘‘:\‘‘:\\::,\\::::‘\:,.‘,:::::.\\::\‘ ".\:\‘‘,\\‘‘A,;!+\:,21::kf‘1.•,.\,:E\::\14\\?\\.:0\e‘‘.84.\:\4:\1:.\\*.,:•,\::::\•\:::::\:1,.:‘,..„‘: \\.\ \:•...:::Ni.,•4.:::.i.::::......7"...........:y:„: I_IP::: 3::::.---e\._:;-;:-IT....1,--i-,.:(0...1,1-1.--1,--..-7:11-.__I--11---------1:-.:-.....: \ \‘• •\ •• •• • ‘1'‘••'‘ , , .......\ \ • •I% • • • \ • ‘• \• \ I ):‘,' •;:,1 • • •\•\\\•‘•\•‘•.\\• ‘•‘\A" ‘ \\\_•.,..,\„Ns. `..ts,de, \:•l'.:f4.\\\s\ ' \.,\,.."s-A., '.:Z,ei.,,._.1 --—- " ---- " -- --- "- - - -- 4 _,_ i_--. _et_-.- -, -- -_-----7- - \ , \• \ \ \• \ . -, \\, .\ \ . .F \ \ \ \ \\ \•\ \\ \ \\ . Off" '\•. .`\ \` \ ` >."•'--" - - DE 1 / / \\ ••.\\ \ ` ` \ ,\\\\\ �\ \` Scale 1"=100' ' • - Soil Profile Hole =--- " ' ' '' ` >.n• •\ \\•,•\ \•\ \ •\\ \\ `\•.--\'``',' House and Drain Field Sites -- ---=- ','' ''''/=''- , , , , , , ,_ Lot14 , \1\ \\ \`••\ \ ,\\`\\ \ \ •` - " Ashcroft West ` ' ' \ ' \ - ` Albemarle County -- - ' \; \ \ ,` -\`\- Gooch Engineering & Testing, Inc. ---------- -- _: - `,,�;`; -1'� , . 1821 Broadway Street =----------: . - -- - - -, '\' Charlottesville Virginia 22902 ---- - - ' Page 5 of 5 Certification Statement County: Albemarle Date: 4/15/07 Property Identification: Ashcroft West—Lot 14 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 i 8:1V154free q• S LfC. No. 106 frl' ox e' \coo Q?s17E sod`' Soil Profile Ashcroft West Lot 15 Hole Depth(in.) Horizon Material Description Soil Texture Group A 0-6 A Weak red(2.5YR 4/2) clay loam 3 6-34 Bt Red(10R 5/8) silty clay loam 3 34-84 C Yellowish red(5YR 5/8) clay loam 3 B 0-4 A Weak red(2.5YR 4/2) clay loam 3 4-24 Bt Red(2.5YR 4/8) silty clay 4 24-48 Bt2 Red(10R 5/8) silty clay loam 3 48-84 C Strong brown(7.5YR 5/8) clay loam 3 C 0-4 A Weak red(2.5YR 4/2) clay loam 3 4-39 Bt Red (2.5YR 4/8) silty clay 4 39-66 Bt2 Red(10R 5/8) silty clay loam 3 66-84 C Yellow (10YR 7/8) loam 2 D 0-6 A Weak red(2.5YR 4/2) clay loam 3 6-40 Bt Red(2.5YR 4/8) silty clay 4 40-84 Bt2 Red(10R 5/8) silty clay loam 3 E 0-4 A Weak red(2.5YR 4/2) clay loam 3 4-48 Bt Red(2.5YR 4/8) silty clay 4 48-84 Bt2 Red(10R 5/8) silty clay loam 3 Off. 4‘' H OF//9 �O c / 14 STE EN� G b O H� • ®c LIC. NO. 106 pt ti 't \1/413CpS I TE SO\-((/ Vaye._ 2c. Soil Information Summary Lot 15 Ashcroft West 1) Position on slope information—Position satisfactory, side slope 2) Slope—22% 3) Depth to rock/impervious strata—84 inches+ 4) Depth to seasonal water table—84 inches+ 5) Free water present—No 6) Soil percolation rate estimated—75 @ 60" Comments: Reserve drain field will be an engineered(alternative) septic system. o\4 Ev. H OF 1, Q. • Up h t k e*v STE EN P. GOOCH a • ila o LIC. NO. 106 pi Ntiiitietztekt:-14---01"li J��oSITE SO\- , GOOCH ENGINEERING & TESTING page )of 5 1821 Broadway Street Charlottesville, Virginia 22902 Abbreviated Design Form Lot 15 Ashcroft West Primary Reserve Design Basis A. Estimated Percolation Rate 75 @ 60" 75 @ 60" B. Trench bottom square feet 596 254 required per bedroom (from Table 4.6 based on * Gravity LPD *other *Ecoflo or AdvanTex Treatment System C. Number of bedrooms 4 4 Area calculations D. Length of trench (ft.) 100 100 Length of available area(ft.) 100 100 E. Width of trench (ft.) 3 3 O�IlepLTH pF 171, ii F. Number of trenches 8 4 �`s, 2 �o � Z "s� (�1f p. ooc G. Center-to-center spacing (ft.) 10 10 ♦ LIC. NO. 106 of H. Width required (ft.) 73 33 19$› ce—i .a-.1 _,, • Width of available area(ft.) 75 35 °NSITE sox' I. Total square footage required 2384 1016 J. Square footage in design 2400 1200 K. Is a reserve area required? Yes,reserve site available within area investigated c �/1'Y' 1/ /C/ -'/ / - ' ,/ /C////\ \, / /i'' - - -`v' • _ ----- ---- ---- `� _ -_- - -' ,'•'-` - -- - -- - ' -.III II ' IF,1 ;1 ' \ , �. .' , •. '1 - _,..- -- `" \- - ---' - (f' -✓ --- - - / _. 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'+a, ;• l I l 1 ^, 1 / (�,' .q,`\,..i / r ! 1 1 II / , 1 % 1\1111, II\ I\N,\-1111 1 ( \ 1 Il / '/' / ` ) \ ' ::. l + I I ) 1 I \ 1 1 '\ // - 1 1\ \1 1 I \\ !11 1 1) 1 ' ) 1.�1 1 1 \ - f 1 /) ''i I' .' 441: / •, N. \` ``\ \ 1 1 -• -__- 1II 11 I Il 11. 1 1 I 1 .:.% I / / - ` .. \�y 11\, IIr\1 II ` \\ \11111\I\ •\ `\\ \ \ 0 \ \ 1 F;i` p1 1 l f •,O.. i• l r f / 1 \\\I\ ` // \ 1\\`\ . 11t \ \\ b \ \ \ \ \ 1 \ � \ 1 , , 1 .�..: / / ,Ny I 1 / •-f\ ,>--__ _ __ --::-..---: .... � \ gga�yy \ \ \i, \ �\ \ \ :� 17 F 1 \ 1 1 �._ _ - \ \\\ `\ \ `+ 'eta}\• � \�; \ ,� \\;\\ \\ • \ \ `�• .• .• \\ `\ /\ I\ `\ `\ -- • 49 '�\,\�` 1\\\ \ \ \ � ,ip`\\ \ \\ \ il r ` 1` 6� AL. \ \ - 76- \`,\ \ \ \ \\ , ` \ \ \ A� \�\\\S :'\•:I itlit` \\ \\ \ _ 05 - F.-lig c --":"..- •\ \ \\\, \ 1 1 \I` i \ , .•\` \`\\ \` \ \ \ ` \` \\ `\` :.fir\ - \\ \ ` .'�'",,, ,, ..:1-_-. -.+-J--_` _-•__I_- '-a • \\\\\‘\:\•\•\\\‘‘`\ \\‘'.\ ‘‘‘\. ..%„‘ \\•\\\\•\•\\...,Z\a`‘\3 >.i\,\ , \fis•.fleli$,,,i,,i141,2 4.,\, \rwattbitli • , \ \ \ \ \ \ \ \\ \ \ \ ,\\, \ \ ` 4.0 \LIC♦ {t0. \1�05,` ••,♦ \ _ - -- _- 1--0 2_-�'E•- --- \ \ \ \ ` \ \ ` \\\ 1 \ \ \ A\ \ \ \ \\ \ ♦ \ 0♦ ('\ _f DF• • . \``\ \`;\ \_ • Scale 1"=100' •- Soil Profile Hole ___-• ------ • ,;,' '' 11 \\\•\` \ \ \` \ \ \ \ -\\\._ - House and Drain Field Sites ' ' 1111111,1It1 \\``\\�\\:`;\•\s '• ' u` .; �, Lot 15 _ 111,.\ ,, `\ \ \`\`\• `-\�\ _ � :;; \: Ashcroft 'West -_- - -- \ \ \ \ \ ` ` ` • •., •-' : Albemarle County - - - ' -- •=_ - \•\ Gooch Engineering & Testing, Inc. -- -- - \ \ 1821 Broadway Street ------------- Charlottesville, Virginia 22902 { Page5of5 I. Certification Statement County: Albemarle Date: 4/15/07 Property Identification: Ashcroft West—Lot 15 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 C. Q114 # 3- : STEP N '�a ' ,4 sC LfC. NO. 106 xri Soil Profile Ashcroft West Lot 16 Hole Depth (in.) Horizon Material Description Soil Texture Group A 0-4 A Weak red(2.5YR 4/2) clay loam 3 4-32 Bt Red(10R 4/8) silty clay 4 32-48 BC Red(2.5YR 4/8) silty clay loam and yellow(10YR 3 7/8) loam 48-63 Cl Yellow(2.5YR 7/8) loam with weathered greenstone 2 fragments 63-84 C2 Yellowish red(5YR 5/8) clay loam 3 B 0-6 A Weak red(2.5YR 4/2) clay loam 3 6-36 Bt Red(10R 4/8) silty clay 4 36 Cr Bedrock or boulder C 0-6 A Weak red(2.5YR 4/2) clay loam 3 6-24 Bt Red(10R 4/8) silty clay 4 24-40 BC Red(2.5YR 4/8) silty clay loam and yellow (10YR 3 7/8) loam 40-48 C Olive(5Y 5/4) loam with greenstone fragments 2 48 Cr 50% +greenstone fragments D 0-4 A Weak red(2.5YR 4/2) clay loam 3 4-30 Bt Red(10R 4/8) silty clay 4 30-66 BC Red(2.5YR 4/8) silty clay loam and yellow (10YR 3 • 7/8) loam 66-84 C Reddish yellow(7.5YR 6/8) clay loam 3 E 0-4 A Weak red(2.5YR 4/2) clay loam 3 4-36 Bt Red(10R 4/8) silty clay 4 36-54 BC Red(2.5YR 4/8) silty clay loam and yellow (10YR 3 7/8) loam 54-84 C Reddish yellow (7.5YR 6/8) clay loam with 3 weathered greenstone fragments / LTHO \' 1/6tykea oSTEEN P. GO:CH iC LIC. NO. 106 p� O 9i t{r'I ONSITE 9°' Pa, Soil Information Summary Lot 16 Ashcroft West 1) Position on slope information—Position satisfactory, side slope 2) Slope—20% 3) Depth to rock/impervious strata— 84 inches+in primary drain field (Holes A, D and E) Max— 84 inches+ Min. —36 inches in reserve drain field (Holes B, C and E) 4) Depth to seasonal water table— 84 inches+ 5) Free water present—No 6) Soil percolation rate estimated—60 @ 60" in vicinity of holes A, D and E and 110 @ 18" in vicinity of holes B, C and E. Comments: Reserve drain field will be an engineered(alternative) septic system. 7O�4s" f L�H o9� 1. • STFA° EN P. :• H • e LIC. NO. 106 p® /�F�CNSITE S�\�(<P GOOCH ENGINEERING & TESTING page 3of c 1821 Broadway Street Charlottesville,Virginia 22902 Abbreviated Design Form Lot 16 Ashcroft West Primary Reserve Design Basis A. Estimated Percolation Rate 60 @ 60" 110 @ 18" B. Trench bottom square feet 452 375 required per bedroom (from Table 4.6 based on * Gravity LPD *other *Ecoflo or AdvanTex Treatment System C. Number of bedrooms 4 4 Area calculations D. Length of trench (ft.) 55 45 Length of available area(ft.) 55 45 E. Width of trench(ft.) 3 3 O��Ep LTH pF rij9Ci' F. Number of trenches 11 12 G. Center-to-center spacing (ft.) 10 10 •O o -$ i.;STELIFIcE.N:c CH �H. Width required(ft.) 103 110 . 106 0� Width of available area(ft.) 110 110 yo9' y-1� 7 ��PJ CNSITE SO\\' I. Total square footage required 1808 1500 J. Square footage in design 1815 1620 K. Is a reserve area required? Yes,reserve site available within area investigated 1/ -�I II III, 1 ,'l''/ ` ( 2' ; 1 , -,' i •F 30-E-~; - - - - - _.. _ - - _, .• • 1, , ,,II,I I l Il 1 / /•/,/\ / .\ - - \1 ,/ ,0 -,• -DF1Q• _ _ •-- -� .. -� •- - • _ ,I / /,- I' Will I , 1.1 I / / •/ !/ \I:4 •` ��\\i\\ . •, :'�,'- .` -- - - --- r 'i' - _'__.-0F ••0- • , ,, , , iii i , , , , , ; , , ), ,, , IN ." / NA. 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AA\ \ \ \ ♦ \N-7. ♦ \\ \ \• \ \ \ \ pp ar. _-• -B ' - . ♦ ` �\ � ' 6'- - i' ' - - • ` Scale 1 100 ' - - - - . \ • \ "_ -Soil Profile Hole ' = P' " House and Drain Field Sites - �� --- ---'_ /, \ \\ - __ . \ ` \\ Lot 16 - _ _--__\ : /' / • \ Ashcroft.West ---- - - --_ -- • `,'1'';',`\\ ,, Albemarle County _______________-=_- = _--=- _ ` Gooch Engineering & Testing Inc. - __ __ __•----_ __-_------ __ " 1821 Broadway Street ♦\ Charlottesville, Virginia 22902 ;==_ -____----- ----- --- _- " , Page 5 of 5 Certification Statement County: Albemarle Date: 4/15/07 Property Identification: Ashcroft West—Lot 16 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 Li , 'N u t/ elNsii‘ ieVitent o SC L.IG. NO, 106 �Oi► P Pay.- tG Soil Profile Ashcroft West Lot 17 Hole Depth(in.) Horizon Material Description Soil Texture Group A 0-6 A Weak red(2.5YR 4/2) clay loam 3 6-29 Bt Red(10R 4/8) silty clay 4 29-60 BC Red(2.5YR 5/8) silty clay loam and yellow (10YR 3 7/8) loam 60 Cr 50%+greenstone fragments B 0-4 A Weak red(2.5YR 4/2) clay loam 3 4-24 Bt Red (10R 4/8) silty clay 4 24-54 BC Red(2.5YR 5/8) silty clay loam and yellow (10YR 3 7/8) loam 54-84 C Yellow(2.5Y 7/8) loam 2 C 0-4 A Weak red(2.5YR 4/2) clay loam 3 4-42 Bt Red(10R 4/8) silty clay 4 42 Cr Bedrock or boulder _ ' D 0-4 A Weak red(2.5YR 4/2) clay loam 3 4-48 Bt Red(10R 4/8) silty clay 4 48-84 Bt2 Red(2.5YR 5/8) silty clay loam 3 E 0-6 A Weak red(2.5YR 4/2) clay loam 3 6-44 Bt Red (10R 4/8) silty clay 4 44-84 BC Red (2.5YR 5/8) silty clay loam and yellow (10YR 3 7/8) loam F 0-6 A Weak red(2.5YR 4/2) clay loam 3 6-34 Bt Red (10R 4/8) silty clay 4 34-84 BC Red(2.5YR 5/8) silty clay loam and yellow(10YR 3 7/8) loam G 0-4 A Weak red(2.5YR 4/2) clay loam 3 4-50 Bt Red(10R 4/8) silty clay 4 50-84 Bt2 Reddish brown(2.5YR 5/4) silty clay loam �(-.) A `i" TN OF e ( STEPHEN�. GOOCH iz.q4LIC. NO. 106 0i 1( q ?1 ` .. ��` 1.. ONSITE S°1- +s Soil Profile varjL 2 6, Summit Ridge Lot 17 cont. Hole Depth(in.) Horizon Material Description Soil Texture Group H 0-4 A Weak red(2.5YR 4/2) clay loam 3 4-40 Bt Red(10R 4/8) silty clay 4 40-68 BC Red(2.5YR 5/8) silty clay loam and yellow (10YR 3 7/8) loam 68-84 C Olive (5Y 5/4) loam 2 1 1 fT \ f -) , • S TE HEN P. GO• ♦ LIC. NO. 106 O® ♦� JQ' yop/ t{ y a-7 ONSITE S ti)u 3 ve-G Soil Information Summary Lot 17 Ashcroft West 1) Position on slope information—Position satisfactory, side slope 2) Slope— 14% 3) Depth to rock/impervious strata—Max. — 84 inches+ Min. 42 inches 4) Depth to seasonal water table—84 inches+ 5) Free water present—No 6) Soil percolation rate estimated— 115 @ 30" Comments: Primary and reserve drain fields will be engineered(alternative) septic systems. o�.,Ep.LTH OF Li 9 igt*eloo.e,46,492STEPEN P. GOOCH 0 iG LIC. NO. 106 pY y f16,p, `(-/1=a7 ��ONSITE 9°' GOOCH ENGINEERING & TESTING page `( JtT 1821 Broadway Street Charlottesville,Virginia 22902 Abbreviated Design Form Lot 17 Ashcroft West Design Basis A. Estimated Percolation Rate 115 @ 30" B. Trench bottom square feet required per bedroom (from Table 4.6 based on x Gravity LPD* 384 *Ecoflo or AdvanTex Treatment System C. Number of bedrooms 4 Area calculations D. Length of trench(ft.) 100 Length of available area(ft.) 100 E. Width of trench(ft.) 3 F. Number of trenches 6 (primary) .ALTN op PG. Center-to-center spacing(ft.) 9 0 H. Width required (ft.) 48 (primary) + , LfC. NO. 106 oa Width of available area(ft.) 100 N.k) �� -O� ti��J� °A srre sox`' I. Total square footage required 1538 (primary) J. Square footage in design 1800 (primary) K. Is a reserve area required? Yes, reserve available within area investigated. 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'i\ \•(9\ , .\ \/. •• • •• • • ‘ • - ‘ ‘ \ • 1 .:,:......:?:.*,- ----1 - : .-.-- - -- -- ::-.7.-7-7-: \\,‘, \ \ , \\\, ..,..k;\, \,\ /\.).\ , , , \ „... ,,,N,\\,,,,,,..:,,‘,...\\,,,..„,..........,`,...N.Ci......,..... .C.4. \ , \ --- _ \\ \ \•\ \\ \ \ , , \ " . `(IVti.F1-,\s I--. - ".__ / -• \ `\\ ' '‘ Scale 1"=100' - Soil Profile Hole \` House and Drain�Field Sites _ - ---- - ;•''; \ t\\\ ,\\ \` . ;\\\•,` ` • Lot 17 _ -• ___ 11,,` \ „ `;\\ `:\•\\\`\ ♦ \\``,-- Ashcroft West _ t. \','I% '_" `; \;`;\\;`;;\ °,\- Albemarle County _=__- _•� ._ __- _�- = ' ''```` \ ` \`\\' ;; —\< Gooch Engineering & Testing, Inc. __- -= _= - _.,, \ \.,.,`; 1821 Broadway Street - -- - - = --- - •\ \' \, ' --- Charlottesville, Virginia 22902 ------ - Page 6 of 6 Certification Statement County: Albemarle Date: 4/15/07 • Property Identification: Ashcroft West—Lot 17 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 .seAt.TH of g -. f qS ht N t� r*� +�c` w L.IC. NO, i o6 ar ,�qi' 15.9,, if —O� • - . P % °*srrE so``' i- Quy_ tac< Soil Profile Ashcroft West Lot 18 Hole Depth(in.) Horizon Material Description Soil Texture Group A 0-6 A Weak red(2.5YR 4/2) clay loam 3 6-24 Bt Red(10R 5/8) silty clay loam 3 24-84 C Yellowish red(5YR 5/8) clay loam 3 B 0-6 A Weak red(2.5YR 4/2) clay loam 3 6-26 Bt Red(10R 4/8) silty clay 4 26-60 Cl Yellowish red(5YR 5/8) silty clay loam 3 60-84 C2 Reddish yellow(7.5YR 6/8) clay loam 3 C 0-6 A Weak red(2.5YR 4/2) clay loam 3 6-44 Bt Red(10R 4/8) silty clay 4 44-72 Bt2 Red(2.5YR 5/8) silty clay loam 3 72-84 CB Olive(5Y 5/4) loam with seams of red (2.5YR 5/8) 3 silty clay loam D 0-6 A Weak red(2.5YR 4/2) clay loam 3 6-26 BC Red(10R 4/8) silty clay with weathered greenstone 4 fragments 26 Cr Bedrock or boulder E 0-6 A Weak red(2.5YR 4/2) clay loam 3 6-30 Bt Red(10R 4/8) silty clay 4 30-72 Bt2 Red(2.5YR 5/8) silty clay loam 3 72-84 CB Olive (5Y 5/4) loam with seams of red(2.5YR 5/8) 3 silty clay loam ® STE HEN P. OC s ®> LIC. NO. 106 gyp= Q.• , 09i Ili.;D7 PJ �H p ON SITE SO\\- Soil Information Summary Lot 18 Ashcroft West 1) Position on slope information—Position satisfactory, side slope 2) Slope— 18% 3) Depth to rock/impervious strata—84 inches+in primary drain field(Holes B, C and E) Max—84 inches+ Min. —26 inches in reserve drain field(Holes A, D and E) 4) Depth to seasonal water table— 84 inches+ 5) Free water present—No 6) Soil percolation rate estimated—65 @ 60" in vicinity of holes B, C and E and 95 @ 14" in vicinity of holes C-E. Comments: Reserve drain field will be an engineered(alternative) septic system. / LT H Op /9 L ® USTTEPHEN P. G•OC • �• ♦ LIC. NO. 106 pA 2 !i, oNSITE SO\\' GOOCH ENGINEERING & TESTING page 3 of 1821 Broadway Street Charlottesville,Virginia 22902 Abbreviated Design Form Lot 18 Ashcroft West Primary Reserve Design Basis A. Estimated Percolation Rate 65 @ 60" 95 @ 14" B. Trench bottom square feet 496 319 required per bedroom (from Table 4.6 based on * Gravity LPD *other *Ecoflo or AdvanTex Treatment System C. Number of bedrooms 4 4 Area calculations D. Length of trench (ft.) 75 55 Length of available area(ft.) 75 55 E. Width of trench(ft.) 3 3 EpLTH p F. Number of trenches 9 8 � o�`N P. F �� G. Center-to-center spacing (ft.) 9 9 c �at�Z STE EN OOC H. Width required(ft.) 75 66 LIC. NO. 106 moo: _ Q Width of available area(ft.) 75 70 `t` oNs,TE so%\' I. Total square footage required 1984 1276 J. Square footage in design 2025 1320 K. Is a reserve area required? Yes, reserve site available within area investigated .',',./. 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M7 -'mod ��.•• i 1 1 I I ! 1 ' l, 1 1 l 1 'I 1I ! , I ! 1 1 ! 1 , t 1 1 1 1 , \ 1 \ \ \ \a Le � r I � ' 1 1 ` ' •1 I ! ! , 1 I I I 1 1 1 I I ! ill 'l i - \ 7 lt! ' - gam' C)'�' '�I 1 I ?, 1 i ' ! , I� I. 1 , I , I 1 11 l 1 1 1 \ \ \ !ii � � t 1 1 I I , 1 1 I t i l 11 l 1 . I '\ \ \ \ �.,•� - ' I , 1 m' ! I 'I��! I , 1//I' . I 1 1 + / , 1 I , 1 I i V,` \ ' \ s\ ��,�,g�! l / I 1 ,� 1 m-+- �' ' , •ti\1 ' / ; i ' 1 ! I , 1 t I t I ! /, , ; i i 1 i , , I 1 ,i ,t \ W \ \ ,. /. . /�1 ,- �'}. - °, In 1♦.. . . III i i i , 1 IW . 1 . 1 1 1 1 I I , , I i I I I I .• , ,' ! 1 1 , 1 Q \ \ , \ y •: � .? .- :u '^ i �! `• + 1 I I , ' ' 1 C , lr 1 1 I ! ! l 1 , 1 ! 6 , ' / i•' ' ' I, ' ` ! ' I ' 1 � ' ` ` `•-- , l . / ,_ ,- __-__-e - a ,�I ,,, i , , , I i a, I i ! ' , l , , i I ,A(AL,�'�� . ' , I , l ! I r , , , ! i 1 Page 5 of 5 Certification Statement County: Albemarle Date: 4/15/07 Property Identification: Ashcroft West—Lot 18 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 is � y �, :USTE-ai E ::- :!' • d LIC. NO. 106 �Oi P Q QNSIT E so\- ee47-- ( fir- Soil Profile Ashcroft West i Lot 19 Hole Depth (in.) Horizon Material Description Soil Texture Group A 0-6 A Weak red(2.5YR 4/2) clay loam 3 6-40 Bt Red(10R 4/8) silty clay 4 40-60 Cl Strong brown(7.5YR 5/8) clay loam 3 60-84 C2 Olive(5Y 5/4) loam 2 B 0-4 A Weak red(2.5YR 4/2) clay loam 3 4-24 Bt Red(10R 4/8) silty clay 4 24-84 C Yellowish red(5YR 5/8) clay loam 3 C 0-4 A Weak red(2.5YR 4/2) clay loam 3 4-48 Bt Red(10R 4/8) silty clay 4 48-62 Cl Yellowish red(5YR 5/8) clay loam 3 62-84 C2 Olive(5Y 5/4) loam 2 D 0-6 A Weak red (2.5YR 4/2) clay loam 3 6-40 Bt Red(10R 4/8) silty clay 4 40-84 C Yellowish red(5YR 5/8) clay loam 3 E 0-6 A Weak red(2.5YR 4/2) clay loam 3 6-42 Bt Red(10R 4/8) silty clay 4 42-84 C Yellowish red(5YR 5/8) clay loam 3 ,140.1-TH OF:\ \ I-e )0iii,4A USTE HEN P. GIPOCH s ®� LIC. NO. 106 Ol \ :, o it-er-o7 �Pv %, OjVSITE s°t, fcC 2. Soil Information Summary Lot 19 Ashcroft West 1) Position on slope information—Position satisfactory, side slope 2) Slope— 18% 3) Depth to rock/impervious strata—84 inches+ 4) Depth to seasonal water table— 84 inches+ 5) Free water present—No 6) Soil percolation rate estimated—60 @ 60" Comments: Reserve drain field will be an engineered(alternative) septic system. \tiEpLTH OF 1\ v4AutP i; STEPHEN P. GO.CH 4 • • •>. LIC. NO. 106 g2 c1/4 ONSITE SO��' GOOCH ENGINEERING & TESTING page 3of' 1821 Broadway Street Charlottesville,Virginia 22902 Abbreviated Design Form Lot 19 Ashcroft West Primary Reserve Design Basis A. Estimated Percolation Rate 60 @ 60" 60 @ 60" B. Trench bottom square feet 452 202 required per bedroom (from Table 4.6 based on * Gravity LPD *other *Ecoflo or AdvanTex Treatment System C. Number of bedrooms 4 4 Area calculations D. Length of trench (ft.) 100 100 Length of available area(ft.) 100 100 E. Width of trench(ft.) 3 3 O��EpLTH OF is as / F. Number of trenches 7 3 n ' 90,, VSTE EN R OOCH G. Center-to-center spacing (ft.) 9 9 •D a LIC. NO. 106 H. Width required(ft.) 57 21 °,per to-i U.D PJ Width of available area(ft.) 60 21 �Fo oNSITE SC3\ I. Total square footage required 1808 808 J. Square footage in design 2100 900 K. Is a reserve area required? Yes,reserve site available within area investigated -- - -_------ -:---'-',;--- ------::-----:"-:::::-_ -:::----::z----_-`-.- :--- ----_- --::::-.---..--,--1- A--r.f-0,. - ---,:.-__-,- 49,0 , :.:-:_-_-_-_-_-_-„: .-_-,-...-_-,-"...,."-:- --- --_---:-: --'.. -...:- --.:-.----_-_5-:Z.:2.-.7-•.:•_:. :-';_-,sz-"........-TA". --:_c_l?;'41%** "%-50/,://ic- - - --'-, - •-- -_.----------- :------_-....-'-:-- .....-••-•- :::---_-_-_-- -.,------_ ---_1116, ,-' /--/ ' -• „ ' - - _ — ---- ...OF-a,..ii __TO___ _---- --:I.- -_-. ..........._.,. .. .....r..A.-_,._--___-:..:. 6_ -•. --.-..--..-..__., - .. .,-... _,:.:-...... -/...-- _---.A,_. 17". .,0,../7...-.....,.;,;.:ser ,., . '-- --' •--'- - -- -- -:-_---- ---'-:0E-61-E- - - -- .U i -3a AP . - -.._ , - ,.,,,- \ . -: ,,,,,...„......;...:1. c,,,r - / / DF . /- DFBB DF6.E \ ♦ ♦ -- / / , ri • -- --. . • \ \ „..--% % A • I 1 1 I / / , ' / / / ,• ,, -- -- - - -_ I / / , / / , , / - ,. r \ op�sed House--'..• fie- i "Tv*," ,/,' /' /a.r ' - - -:_- : _ - __- ���]]]- / \ ♦' .\ __ -- - ' / , D - O,' / / / / / ' - _- -- - • • ...A\ I -.Dp_ B A- ' ' " ' ' •.. _ - -.- _- - f' ,,,' ,./.., , -',/ -,', / / / // //// --` _ _ _ / / / / / F lets- _ --- ---P reposed Infield-Sae- - -, -,,,,/,--,-- ,', / // //-_ - ___;-_ - -• -- ---- . ' ----Ill:-- -:--- --_----:--.7.------;- -...--:.------,- ",:.;------1-1,--r,-:•ti-r--0-A-6-. ."-----:-,c;i5-/, ',,iiii„ ';';-,;---;.::.--_,:- .. ___j ._ _DEI -C-_ - - -/J-'- -- - - ---- _ iii', / ;`-�N,5ITE, ,'-%; ,f%-,'i//////// • �'-- / ,�- ./'i _-i- ,;ice-- is - ',%, ,�i, //, , /„,/�G/y11 ' i-J'i , /,/,/ t�-.-/..--.-_-_-_-:-_-_-_-- _ __-' -_i,/l/ , ,i - -, :, ," /- `/. L. � ,-. '' :'it ' �' r .i,i,� , 2 - _ ---- - '' '/ - Scale 1"=100 •-Soil Profile Hole - ' > ''; /'' -_ ' ' '/, House and Drain Field Sites , ', - - -- - -- Lot - -- -----__--.---__` _ _ Ashcroft West ,///, /• -,"/// -- _-___-_- Albemarle County " -- __ =_____ ^_-:. _ Gooch Engineering & Testing, Inc. = ;%;;%%%"'''`= -__-- -__-._ --_- -- 1821 Broadway Street ,,,/,' ;;; '`//;;''/ /,;= - ---------------- - - Charlottesville, Virginia 22902 ; ,;;;;„",,,,;;;/,;;;//,;/•,••,;; •; ;'/,,; Page 5 of 5 Certification Statement County: Albemarle Date: 4/15/07 Property Identification: Ashcroft West—Lot 19 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 • "44444-"ovaTH of : STEP' EN P ( iC LIC. NO. 106 Oi 9 ill j..0') .g so ckisiTE sod`' Pet _ 14r Soil Profile Ashcroft West Lot 20 Hole Depth(in.) Horizon Material Description Soil Texture Group A 0-6 A Weak red(2.5YR 4/2) clay loam 3 6-27 Bt Red(2.5YR 5/8) silty clay loam 3 27-48 C Yellowish red(5YR 5/8) clay loam and olive (5Y 2 5/4) loam with weathered greenstone fragments 48 Cr Greenstone B 0-5 A Weak red(2.5YR 4/2) clay loam 3 5-24 Bt Red(2.5YR 5/8) silty clay loam 3 24-43 Cl Yellowish red(5YR 5/8) clay loam 3 43-84 C2 Yellow (2.5Y 7/8)loam 2 C 0-4 A Weak red(2.5YR 4/2) clay loam 3 4-3'6 Bt Red(10R 4/8) silty clay 4 36-84 C Yellow(2.5Y 7/8) loam 2 D 0-6 A Weak red(2.5YR 4/2) clay loam 3 6-48 Bt Red(10R 4/8) silty clay 4 48-84 C Yellowish red(5YR 5/8) clay loam 3 E 0-6 A Weak red(2.5YR 4/2) clay loam 3 6-42 Bt Red(10R 4/8) silty clay 4 42-84 C Yellow(2.5Y 7/8) loam, some weathered greenstone 2 fragments / LTHOP L49� • °STEPHEN P. GOOC a�G LIC. NO. 106 ®D �O� 7 y0NSITE SC)\-'y, Pa -E -a Soil Information Summary Lot 20 Ashcroft West 1) Position on slope information—Position satisfactory, side slope 2) Slope—20% 3) Depth to rock/impervious strata—84 inches+in primary drain field (Holes C-E) Max— 84 inches+ Min.—64 inches in reserve drain field(Holes A,B and E) 4) Depth to seasonal water table— 84 inches+ 5) Free water present—No 6) Soil percolation rate estimated—50 @ 60" in vicinity of holes C-E and 100 @ 36" in vicinity of holes A, B and E. Comments: Reserve drain field will be an engineered (alternative) septic system. /AVM O �ePLTH9 zSTN P. GOOCH :c LIC. NO. 106 pi '•yo �(_�i=O-1 Jam. p .'/mac` �k0 ONSITE SO��.' GOOCH ENGINEERING & TESTING page 3of 1821 Broadway Street Charlottesville,Virginia 22902 Abbreviated Design Form Lot 20 Ashcroft West Primary Reserve Design Basis A. Estimated Percolation Rate 50 @ 60" 100 @ 36" B. Trench bottom square feet 376 340 required per bedroom (from Table 4.6 based on * Gravity LPD *other *Ecoflo or AdvanTex Treatment System C. Number of bedrooms 4 4 Area calculations D. Length of trench(ft.) 100 100 Length of available area(ft.) 100 100 E. Width of trench(ft.) 3 3 F. Number of trenches 6 5 ��Ep,LTH 0P G'O G. Center-to-center spacing (ft.) 10 10 ? `, p�'� i (")STEPIFIrNP. J H ' • H. Width required(ft.) 53 43 eD �® LIC. NO. 106 °i Width of available area(ft.) 55 45 PJ I. Total square footage required 1504 1363 °°NsITE s°\\� J. Square footage in design 1800 1500 K. Is a reserve area required? Yes,reserve site available within area investigated -::::: ::::-_---,"- -----r----_- ,..... _7' ---- --.- - --- -------::zz-:::::----- ------,--- --1;-...--3-- ilitli1,----,6 13/,',', . - -__-_-_-..-; .-- ---j--------- -.--_-----,-:-OF --A.1:-". :-7::::-====-7-1 -------- -Till* ' - - ' - ' - - -- oprommimma ' , , OF �, DF B B _ �� OF 6.E \ \ \ r iii.ir*,51,-, , --- - __ __ :,.....\--- \ ,\ 1 i \- �•.-.._ -/ ,/ , / / / , , ,',' // 2.2 _---_ OF•22 / rop ,I. 1\, _\\ __ _ , �' . r ' ,A, / / 1 e • /i'�,/- _-- -. -DF 22._f_- \ - - 8G F gyp , , N/ , , / /, ,/ram - - �__ 23.M __ ." _\ } ---I , .4F-v. }--B - - _ �DF ar t' 8' S:a,30.13(� ,/,,/ /r r r f.111-1 ' _ - --.-_':1i- :/P -- --• - _--- -_ -- _ ,' / - - /:' -,- , W:-,")t,; , i• - .. ,-/---_ :-- ---- -f�j�(/ -n.- ---_ _ " /i'/, r i sue/,'. ,'/ , - ,- ,lam,^/ '♦ -• - --_„---;-'-[--•-_!‹,.-Ed--_:,--:•.----:.._."--.---_-;--------__--___-- L,_ j ... ME 1 _c:::::-:„•-:-.1._7,, ,-, .......__-_,_____-_-__-__._......••••••_____,_-.;:•••___-_-__.....:„_-,7,;„-,-„;7, •••„,--,;-.„,-,...--,-,,..4..; ....,..)-.....3• ,,,,,,,,„ . ,_ .-1_--.-_-_-_-.z-_ __- - ,, , „,,,,,....-_-_____-_-__,...-__-___..,.,;-2.-:-_-_-_-___::-;-,.-,--,:,-,,,,,;,;,- ---,40.., --, -,--- - , , , , ...,. . ..„ . . - - , .-„,„,,,„ . ___ __ _-/.{7��'T..-.. _-___ /; ';%;, Scale 1"=100' .- Soil Profile Hole -:�y' -': =: - ' ' %:%, % House and Dram Field Sites - " /'"'' --- - - - --- -- - Lot - • /r„ ---_•:-----== ___ _ -- - Ashcroft West '/'r /,/,,,,,...,,::::..--;--_--,-.-",,„', •, / ,r ;% • . _ /,,,, / /,, ,, //,,, //, _ -_____---__-_ - Albemarle County / ,, -=. _ -_ __________ ____ Gooch Engineering & Testing, Inc. ;; /';,;' ';'/'/ ;///, ; / / ' ' " /' // / / ,-- - ___ __________�___-- 1821BroadwayStreet -____ Charlottesville, Virginia 22902 %% %% ,../... %%%;;'%% Page 5 of 5 Certification Statement County: Albemarle Date: 4/15/07 Property Identification: Ashcroft West—Lot 20 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 4/ene ;I�SEN . to 4 UC. o. 106 /off e \*. °lvsn-E so``' `ry ?u 1ce-C- Soil Profile Ashcroft West Lot 21 Hole Depth(in.) Horizon Material Description Soil Texture Group A 0-4 A Weak red(10R 5/2) clay loam 3 4-36 Bt Yellowish red(5YR 5/8) silty clay loam 3 36-84 C Yellow(10YR 7/8) loam with quartz 2 B 0-4 A Weak red(10R 5/2) clay loam 3 4-28 Bt Red(10R 4/8) silty clay 4 28-48 Bt2 Red(2.5YR 5/8) silty clay loam 3 48-84 C Yellowish red(5YR 5/8) clay loam 3 C 0-4 A Weak red(10R 5/2) clay loam 3 4-30 Bt Red(10R 4/8) silty clay 4 30-66 Bt2 Red(2.5YR 5/8) silty clay loam 3 66-76 C Olive (5Y 5/6) loam with greenstone fragments 2 76 Cr Greenstone D 0-4 A Weak red(10R 5/2) clay loam 3 4-30 Bt Red(10R 4/8) silty clay 4 30-42 BC Red(10R 4/8) silty clay and yellow (10YR 7/8) silt 4/3 loam with greenstone fragments 42 Cr Greenstone E 0-4 A Weak red(10R 5/2) clay loam 3 4-30 Bt Red(10R 4/8) silty clay 4 30-54 Cl Yellowish red(5YR 5/8) silty clay loam 3 54-84 C2 Yellow(10YR 7/8) loam 2 • / LTHO \( téMq o .oc LIC. NO. 106 • 2 i ,-'4,0 GAlBITE SO'- Soil Information Summary Lot 21 Ashcroft West 1) Position on slope information—Position satisfactory, side slope 2) Slope—22% 3) Depth to rock/impervious strata— 84 inches+in primary drain field(Holes A,B and E) Max— 84 inches+ Min.—42 inches in reserve drain field(Holes C-E) 4) Depth to seasonal water table—84 inches+ 5) Free water present—No 6) Soil percolation rate estimated—60 @ 60" in vicinity of holes A,B and E and 110 @ 48"in vicinity of holes C-E. Comments: Reserve drain field will be an engineered(alternative) septic system. ,140,L.T H OF + STEP EN P. G�OCH m 0 29 LIC. HO. 106 0® ♦ y J� ONSITE SO\\' GOOCH ENGINEERING & TESTING page 3of 5 1821 Broadway Street Charlottesville,Virginia 22902 Abbreviated Design Form Lot 21 Ashcroft West Primary Reserve Design Basis A. Estimated Percolation Rate 55 @ 60" 110 @ 48" B. Trench bottom square feet 412 375 required per bedroom (from Table 4.6 based on * Gravity LPD *other *Ecoflo or AdvanTex Treatment System C. Number of bedrooms 4 4 Area calculations D. Length of trench(ft.) 100 100 Length of available area(ft.) 100 100 E. Width of trench(ft.) 3 3 O��e.PLTH OF i9 F. Number of trenches 6 5 iI G. Center-to-center spacing (ft.) 10 10 ® STEPHE P. G.•C LIC. NO. 106 p$ H. Width required(ft.) 53 43 yoli� �j_�� ��PJ� Width of available area(ft.) 55 45 O ONSITE SO\‘' I. Total square footage required 1648 1500 J. Square footage in design 1800 1500 K. Is a reserve area required? Yes, reserve site available within area investigated ti, , .1 . 1 / i 1 i 1 I I I ' 1 I ;:), i I i ; ! . 1 ', I I I I ; k4.0 ....11. 12r...1.1; 1/! ,ID: ,,,''.' ''. 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N.. \ ‘s ‘ ,,,\2 •, ‘ 1 % : Page 5 of 5 c Certification Statement County: Albemarle Date: 4/15/07 Property Identification: Ashcroft West—Lot 21 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 of O L.IC.VPLNO, 106 h+a Irks044. +0 : SI: so"' Soil Profile Ashcroft West Lot 22 Hole Depth(in.) Horizon Material Description Soil Texture Group A 0-3 A Weak red(10R 5/2) clay loam 3 3-36 Bt Red(10R 5/8) silty clay 4 36-84 C Strong brown(7.5YR 5/8) silty clay loam 3 B 0-5 A Weak red(10R 5/2) clay loam 3 5-30 Bt Red(10R 5/8) silty clay 4 30-72 C Olive(5Y 5/6) loam with weathered greenstone 2 fragments 72 Cr 50% + greenstone fragments C 0-4 A Weak red(10R 5/2) clay loam 3 4-40 Bt Red(10R 5/8) silty clay 4 40-48 BC Strong brown(7.5YR 5/8) silty clay loam with 3 greenstone fragments 48 Cr Greenstone D 0-4 A Weak red(10R 5/2) clay loam 3 4-48 Bt Red(10R 5/8) silty clay 4 48-84 Bt2 Reddish brown(2.5YR 5/4) silty clay loam 3 E 0-4 A Weak red(10R 5/2) clay loam 3 4-44 Bt Red(10R 5/8) silty clay 4 44-84 C Strong brown(7.5YR 5/8) silty clay loam 3 F 0-4 A Weak red(10R 5/2) clay loam 3 4-30 Bt Red(10R 5/8) silty clay 4 30-42 BC Red(10R 4/8) silty clay and olive (5Y 5/6) loam 4 with greenstone fragments 42 Cr Greenstone Co . 4) pF 9� • STE HEN P. G(•OCH i •c LIC. NO. 106 0.4 y J ONSITE SC)% 2 o. < Soil Information Summary Lot 22 Ashcroft West 1) Position on slope information—Position satisfactory, side slope 2) Slope— 14% 3) Depth to rock/impervious strata—Max.—84 inches+ Min. 42 inches 4) Depth to seasonal water table—84 inches+ 5) Free water present—No 6) Soil percolation rate estimated— 110 @ 30" Comments: Primary and reserve drain fields will be engineered(alternative) septic systems. cr. LT H OF `4s,® • v STEEN P.GOOC p j � � s LIC. NO. 106 0f �i�FO ONSITE so'��� GOOCH ENGINEERING & TESTING page 3 ar - 1821 Broadway Street Charlottesville, Virginia 22902 Abbreviated Design Form Lot 22 Ashcroft West Design Basis A Estimated Percolation Rate 110 @, 30" B. Trench bottom square feet ,equired per bedroom (from Table 4.6 based on x Gravity LPD* 375 *Ecoflo or AdvanTex Treatment System C. Number of bedrooms 4 Area calculations ( D. Length of trench (ft.) 100 Length of available area (ft.) 100 E. Width of trench (ft.) 3 F. Number of trenches 5 (primary) O Lip G. Center-to-center spacing (ft.) 9 S eitt TEPocHp �nmar 9 oD o H. Width required (ft.) -3 (1 Y) Lic. No io6 Width of available area (ft.) 100 ` soo \y�J 4R NS(rE 50 I Total square footage required 1500 (primary) J Square footage in design 1500 (primary) K. is a reserve area required? Yes, reserve available within area investigated t Page 5 of 5 Certification Statement County: Albemarle Date: 4/15/07 Property Identification: Ashcroft West—Lot 22 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 tosITEN GO CH w LJC. NO. 106 ZOi 9% -1c-D "3" °A/SITE Sp1\- pc€9,2- ILC Soil Profile Ashcroft West Lot 23 Hole Depth(in.) Horizon Material Description Soil Texture Group A 0-4 A Weak red(10R 5/2) clay loam 3 4-30 Bt Red (10R 4/8) silty clay 4 30-45 Bt2 Yellowish red(5YR 5/8) silty clay loam 3 45-84 C Pale olive(5Y 5/4) loam with weathered greenstone 2 B 0-4 A Weak red(10R 5/2) clay loam 3 4-30 Bt Red(10R 4/8) silty clay 4 30-67 C Reddish brown(5YR 5/4) clay loam 3 67 Cr Greenstone C 0-3 A Weak red(10R 5/2) clay loam 3 3-38 Bt Red(10R 4/8) silty clay 4 38-67 BC Red(2.5YR 5/8) silty clay and yellow (10YR 7/8) 3 silty clay loam 67 Cr Greenstone (� 0-4 A Weak red(10R 5/2) clay loam 3 4-30 Bt Red(10R 4/8) silty clay 4 30-84 BC Red(2.5YR 5/8) silty clay and yellow (10YR 7/8) 4/3 silty clay loam E 0-3 A Weak red(10R 5/2) clay loam 3 3-34 Bt Red(10R 4/8) silty clay 4 34-84 BC Red(2.5YR 5/8) silty clay loam and yellow (10YR 3 7/8) loam f'1,7-144 � OF L9 140 eM.% STEPHEN P. GOOCH Ica LIC. NO. 106 kp� 09 Vl c-0-� � _I ONSITE SO1- Puo)e_ 20r Soil Information Summary Lot 23 Ashcroft West 1) Position on slope information—Position satisfactory, side slope 2) Slope— 19% 3) Depth to rock/impervious strata—84 inches+Min. —67 inches 4) Depth to seasonal water table—84 inches+ 5) Free water present—No 6) Soil percolation rate estimated—75 @ 48" in vicinity of holes A, B and E and 75 @ 54" in vicinity of holes C-E. Comments: Reserve drain field will be an engineered(alternative) septic system. ���p.LTH OF L +h o /ICI °STE EN P. o�• LIC. NO. 106 :O� ®G,► JQ \\' °NSITE SO GOOCH ENGINEERING & TESTING page 3of o 1821 Broadway Street Charlottesville,Virginia 22902 Abbreviated Design Form Lot 23 Ashcroft West Primary Reserve Design Basis A. Estimated Percolation Rate 75 @ 48" 75 @ 54" B. Trench bottom square feet 596 254 required per bedroom (from Table 4.6 based on * Gravity LPD *other *Ecoflo or AdvanTex Treatment System C. Number of bedrooms 4 4 Area calculations D. Length of trench(ft.) 100 80 Length of available area(ft.) 100 80 E. Width of trench(ft.) 3 3 ��PLTH OF F. Number of trenches 8 5 o` G/9�, G. Center-to-center spacing (ft.) 9 9 s�r"E HEN P. GO•CHP" Z • sG LIC. NO. 106 p= H. Width required (ft.) 66 39 y6. _ J� Width of available area(ft.) 66 40 �0 ONSITE SO\\'�i. I. Total square footage required 2384 1016 J. Square footage in design 2400 1200 K. Is a reserve area required? 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'• ' 'c' ' "' •' ' ' _- _= --- 1821 Broadway Street / ,,, "' ' ' '/'/ ''1' ' /' ' ' ' ' • - ----=- - Charlottesville Virginia 22902 1 1 '' '/ ' / '/ ' ' ' , ' ' '/ ' �' ' --T- ._ - -__ - _ ///'' ,'/'/ ,\�/,//'PF 5/E,1/'/ 1 / / /' p AC,, -.,"�'/:/I;',Il/ // /1-//1�• 'l'/I1/ /' 'I' //' / / ,/ I1 , / / ' 1 •/O /' / -- _ _.--._ _ --A. • ', , I// / / , /// / 1 / / / / / 1,/ / l / 1 / - _ - - - '•k- 'i' • ' ' /////"1-'4 .ii 1////,//////!I' 1/ I /l1'I if lI/ I 1 I I 1 1 / ! I D/� /� f - _ _ ._ - -' .Ail",' ,$/,Y,I// /J/ // ,h / / 7'` / / / // / / / l I ! J. I f 1 1 1 1 , I I ! 1 \ - ----:."• ---- --- ------2 --- --.- - -------..--A_ -.:---:-,r,---- :- ‘1111‘ ,„ , ,, , , , iiip /1-' / 11 / 1 II I % -- - - : // / / 1 / i 1 / 1 1 1 1 1 I 1 11 1 11 I // // / /-i- l �I 1 ' 1 1 II , ' 1 , 1 1 1 1 1 1 - _ - - -- -_ -- - � ®' �0-.. i'/ ,1 / 1 ( I ( I 1 1 T�I l 5.1C, 1 I\ 1 —\— ` _- �._ - - - ..1' ®`-�.•LJ-, , , , ,, 1/ 1 (I I 11 1 I I I 1 1 1 I , 1 1 Y-' \ \ ��- - /-' / 1 1 I 1 1 1 1 , 1 I I 1 I \ \ \- " '— / / I , 1 I iv.\ - / -- "\-- ox-- - .. .411in'ilililt -- -z=a- 1-FP'- 1;',""-- r-rits:f1A-VI -\--- ......4cc...\ P__-_ __Iiiiiusels$06 \\ \'\\‘'\\- \ ‘\:‘ ....,--e-zs____\- - ,-- ....... ....... . .... ,/, .i., • -OF 6 E \ \� - �. .• -.,,, • \ , , fr s -' ---- - ---- .\ \ ♦bF\ •E \ \ • L i i/ - --- - • ' ,//D,3ie i.0 i ":#/ 1 . \ \\ \\` 4 - / , / '/ / ' /, - - ' /// •,.• - ;♦♦\\\\;\\ ♦ ♦ ♦♦• \ \yam='^•- / , , " / / / / , , //,- -j- - - - _ _ -- / ',/, ," \,-;\\,,, �\ \\,`• , / / • ////. //////// / /, //,///••'/ - ",'.•�'/ --- ,\ .-♦♦•♦- --- \- 32' F o ; / / / / / / ////, - --' _ ' '- - Page 5 of 5 Certification Statement County: Albemarle Date: 4/15/07 Property Identification: Ashcroft West—Lot 23 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 iefi63. I STEP EN P p w••��y'= • G LIG. NO. 106 1 1-, O°9i `1 r—tr) . tool °/VSITE SCA'. ' Pale t4F- Soil Profile Ashcroft West Lot 24 Primary Drain Field Hole Depth(in.) Horizon Material Description Soil Texture Group A 0-4 A Weak red(2.5YR 4/2) clay loam 3 4-24 Bt Red(10R 5/8) silty clay loam 3 24-48 Cl Yellowish red(5YR 5/8) clay loam 3 48-55 C2 Pale yellow (2.5Y 7/4) loam with weathered 2 greenstone fragments 55 • Cr 50% +weathered greenstone fragments B 0-5 A Weak red(2.5YR 4/2) clay loam 3 5-30 Bt Red(10R 4/8) silty clay 4 30-44 BC Red(2.5YR 4/8) silty clay loam and yellow (10YR 3 7/8) loam with greenstone fragments 44 Cr 50%+greenstone fragments C 0-4 A Weak red(2.5YR 4/2) clay loam 3 4-29 Bt Red(10R 4/8) silty clay 4 29-48 Cl Yellowish red(5YR 5/8) clay loam 3 48-60 C2 Pale yellow(2.5Y 7/4) loam with weathered 2 greenstone fragments 0-4 A Weak red(2.5YR 4/2) clay loam 3 4-24 Bt Red(10R 4/8) silty clay 4 24-48 BC Red(2.5YR 4/8) silty clay loam and yellow (10YR 3 7/8) loam with greenstone fragments 48 Cr 50%+ greenstone fragments J 0-4 A Weak red(2.5YR 4/2) clay loam 3 4-24 Bt Red(10R 4/8) silty clay 4 24-48 BC Red(2.5YR 4/8) silty clay loam and yellow (10YR 3 7/8) loam with greenstone fragments 48-60 C Yellowish red(5YR 5/8) clay loam 3 ,0pLTH pF /151# O+ /9�''iLIC. I\1O. 106 Oi Rta()STEP P. GOOCH Z sc'� JQ' S6 —I i-oi JPv 1"\,, UAISITE S P 2 ()F.-) Soil Information Summary Primary Drain Field Lot 24 Ashcroft West 1) Position on slope information—Position satisfactory, side slope 2) Slope— 16% 3) Depth to rock/impervious strata—Max. —60 inches+ Min. 44 inches 4) Depth to seasonal water table—60 inches+ 5) Free water present—No 6) Soil percolation rate estimated— 100 @ 30 inches Comments: Primary drain field will be an engineered(alternative) septic system. ,140.LTH of 41 ♦ U STE HEN P. GOOC vD LIC. NO. 106 04. Ass JQ 9.53 • ONSITE SO\- yx cibj Soil Profile ee Ashcroft West Lot 24 Reserve Drain Field Hole Depth(in.) Horizon Material Description Soil Texture Group D 0-4 A Weak red(2.5YR 4/2) clay loam 3 4-30 Bt Red(10R 4/8) silty clay 4 30-48 Bt2 Reddish brown(2.5YR 5/4) silty clay loam 3 48-84 C Yellowish red (5YR 5/8) clay loam 3 E 0-4 A Weak red(2.5YR 4/2) clay loam 3 4-22 Bt Red(10R 4/8) silty clay 4 22 Cr Hand auger refusal on greenstone ledge or boulder F 0-4 A Weak red(2.5YR 4/2) clay loam 3 4-25 Bt Red(10R 4/8) silty clay 4 25-48 BC Red(2.5YR 4/8) silty clay loam and yellow(10YR 3 7/8) loam 48-60 C Yellow(10YR 7/8) loam 2 G 0-4 A Weak red(2.5YR 4/2) clay loam 3 4-24 Bt Red(10R 4/8) silty clay 4 24-36 Cl Yellowish red(5YR 5/8) clay loam 3 36-40 C2 Yellow(2.5YR 7/8) loam with weathered greenstone 2 fragments 40 Cr 50%+weathered greenstone fragments H 0-4 A Weak red(2.5YR 4/2) clay loam 3 4-30 Bt Red (10R 4/8) silty clay 4 30-60 Bt2 Reddish brown (2.5YR 5/4) silty clay loam 3 / LTHO '\ � a o t,,i 2 °STE HEN R G•�C LIC. NO 106 a \ 41ITE SC\\' Soil Information Summary Reserve Drain Field Lot 24 Ashcroft West 1) Position on slope information—Position satisfactory, side slope 2) Slope—8% 3) Depth to rock/impervious strata—Max.—84 inches+ Min. 22 inches 4) Depth to seasonal water table—84 inches+ 5) Free water present—No 6) Soil percolation rate estimated— 100 @ 10 inches Comments: Reserve drain field will be an engineered(alternative) septic system. �vyEA LTH OF ff l IVS EP iV F. •OCH ' ® LIC. NO. 106 02 U 20 f JP F�ONSITE SO\\& GOOCH ENGINEERING & TESTING page f 1821 Broadway Street Charlottesville,Virginia 22902 Abbreviated Design Form Lot 24 Ashcroft West Primary Reserve Design Basis A. Estimated Percolation Rate 100 @ 30" 100 @ 10" B. Trench bottom square feet 340 473 required per bedroom (from Table 4.6 based on * Gravity LPD *other *Ecoflo or Advantex Drip System Treatment System C. Number of bedrooms 4 4 - Area calculations D. Length of trench (ft.) 65 60 Length of available area(ft.) 65 60 \V"EALTH of\ E. Width of trench(ft.) 3 - %� & � t STE H N GOOCH • F. Number of trenches 7 - 2 LIC. NO. 106 Y iaszsoo G. Center-to-center spacing (ft.) 9 - VZ' Fo Y�� °"SITE so\\' H. Width required(ft.) 57 95 Width of available area(ft.) 70 95 I. Total square footage required 1363 5676 J. Square footage in design 1365 5700 K. Is a reserve area required? Yes,reserve site available within area investigated „i��'.',/' - _ // .„,,,////�/, /%/ .,/ / , /,'' F-1E (. -- -- _ / QF/5/E, // / • , / / 14 / / //' ,<) . D 48 ,/Cj�//,j / //,/ i "-'/ AL ' '> f lI I / I I 1 \ \� F A / , ',/ / //�/ ////�//,////r,fr I I , , , , , ‘ „ , I I I I II I I I 1 I 1 \. / �( f / / , - ..'f / /,/ ,•, , , ,///,,,/ ,, o . 1 II 1 II 1 \ \� \` \\ \♦ / ”` - / E`' CIF 2$ _• ' // /'�/ / ♦/ // , //// ,/�/,//;,,,,, I I I I 1 I 1 1 1 \ \ , ` �� \ . , /EEvo / , / /- - /f//// / // /OF' /// / /,, / I I 1 1 1 1 I \ \ \ -_- \• - - ,/,,' / / // / ' / / / / , /•B / , /,, / / / . I I I _ �A��� i - / • //' / /, / ,' ,/ / / /•/,// ,,, , „ \ -I �� ��' - - / , , / / / / // _ /�/. ./ A. '' / 1, // /, /// // / , \ .` \ \ 'D 24 —: _. ,'/ • // /, , / / • '/ / / / / / / ////// •,, ,,,,,\;. ,„ ..,. , -, -- ....,-- _ - - _ - , -, , - ,, ,, ,, , . ,• , , ,,,,--„,,, .. ,,,. s.,,i, \ \ \\„.\,,\, ..., s.,.. ,.... ....,.... . .• — , -"_ ,--,...,/, "1/ /„///,/, / / / / 2":„„ /14.1,4/ > - / ' / ' ' / / , / / / / / / / / /,1_161 ' 96 //'0. '\ `\ \` \; ♦`\ ` - .�/ - , , /use + / . //; ///// //1 / .•.( ,,,, •A ;' \. : ;_ __ ,, �. •\ \\`,\ . , . :\ \ •`` - /- \//_'/� — / / / , ,, / /,'/,/,,,/c 0, -,/// 1.,, /, /: \ •\' . '\ Dr 4-L._—_ 4 k" - I '• -- // ///,, // // /////-' ' '/,-/, ,//,. • - __- - --' Scale 1"=100' •- Soil Profile Hole ' ;;/- - - -= - '-'/ / - House and Drain Field Sites -/ _-____- _ ' Lot 24 - ----- '=- /'/' Ashcroft West ,,' --- - - - -__' - Albemarle County \ - `- ~- ` --- - _-- -/ Gooch Engineering & Testing, Inc. • - -=-..--- -- -- 1821 Broadway Street /', ,`, - - -_-_-- - - - - . - -____________ _, Charlottesville, Virginia 22902 / • Page 7 of 7 Certification Statement County: Albemarle Date: 4/15/07 Property Identification: Ashcroft West—Lot 24 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 ST ki& 0 4 4> 'Z LIC. No, 106 rso % . °ivsn-E$o1/4ti .. r,;1 Vaae I tr—C Soil Profile Ashcroft West Lot 25 Hole Depth(in.) Horizon Material Description Soil Texture Group A 0-4 A Weak red(2.5YR 4/2) clay loam 3 4-48 Bt Red(10R 4/8) silty clay 4 48-62 Cl Yellowish red(5YR 5/8) clay loam 3 62-72 C2 Yellow (10YR 7/8) loam with weathered greenstone 2 fragments 72 Cr 50%+weathered greenstone B 0-6 A Weak red(2.5YR 4/2) clay loam 3 6-45 Bt Red(10R 4/8) silty clay 4 45-60 Cl Yellowish red(5YR 5/8) clay loam 3 60-67 C2 Olive yellow (2.5Y 6/6) loam with weathered 2 greenstone fragments 67 Cr 50% +weathered greenstone fragments C 0-6 A Weak red(2.5YR 4/2) clay loam 3 - 6-24 Bt Red(10R 4/8) silty clay 4 24-50 Cl Yellowish red(5YR 5/8) clay loam 3 50-68 C2 Olive yellow (2.5Y 6/6) loam with weathered 2 greenstone fragments 68 Cr 50%+weathered greenstone fragments D 0-5 A Weak red(2.5YR 4/2) clay loam 3 5-36 Bt Red(10R 4/8) silty clay • 4 36-72 C Yellowish red(5YR 5/8) clay loam 3 E 0-6 A Weak red(2.5YR 4/2) clay loam 3 6-40 Bt Red(10R 4/8) silty clay 4 • 40-72 BC Red (2.5YR 5/6) silty clay loam and yellowish red 3 (5YR 5/8) clay loam NI oo* LTHOF�i9 STE HEN P. GOO H oa LIC. NO. 106 pi am k0ixt<-,6, ONSITE SO‘�" Pr2,0__ z#34"5 Soil Information Summary Lot 25 Ashcroft West 1) Position on slope information—Position satisfactory, side slope 2) Slope— 12% 3) Depth to rock/impervious strata—Max. —72 inches+ Min. 67 inches 4) Depth to seasonal water table—72 inches+ 5) Free water present—No 6) Soil percolation rate estimated—75 @ 54" Comments: Primary and reserve drain fields will be engineered(alternative) septic systems. oSALTH of la are�C G9 1 Q ZD S .. r. GCH, � • yo LIC. NO. 106 �0: l' Q 9��0 •j���07 �PJs %SITE SO" l GOOCH ENGINEERING & TESTING page 3C 1821 Broadway Street Charlottesville,Virginia 22902 Abbreviated Design Form Lot 25 Ashcroft West Design Basis A. Estimated Percolation Rate 75 @ 54" B. Trench bottom square feet required per bedroom (from Table 4.6 based on x Gravity LPD* 254 *Ecoflo or AdvanTex Treatment System C. Number of bedrooms 4 Area calculations D. Length of trench(ft.) 80 Length of available area(ft.) 80 E. Width of trench(ft.) 3 F. Number of trenches 5 (primary) soNLTH OF tilk (?S /fE'G. Center-to-center spacing (ft.) 9 , H. Width required(ft.) 39 (primary) 40.5. LIC. NO 106 0a Width of available area(ft.) 100Q ? ' °NsiTE sod`-, >. I. Total square footage required 1016 (primary) J. Square footage in design 1200 (primary) K. Is a reserve area required? Yes, reserve available within area investigated. 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X X.,..‘.,....,X,x',X, xa.....::.•... -s x "%/:X.--.-• .„,„.1 =-___.. /AEA, ./, , , , , .,_. , .., .,,„ ,,,,,,•,, „ , , ,// /,•/..,/, ,,.,. /i„ //4, ,/,,/ ,,,/ /, /, ,, /,, /, ,,,,, N•••••„,,,\`', 7.,.... 0.0.,\ ,-.:•,.._....,,,, -...,......,,,...-...-- ...---tor---___t__ ___ AI ,A ,• , , , , ,,,,, ,,,,,,,,,,,-, , , „,,,,• , ,,,,.,,, „,,,,,„, , ,„ ,,„, ,,. ,, ,if/,.'/. /, Ir.', • ` ``• `\``, `..,\•s\. •`• ` \• \tom` \ `_� ` „ —r-1_— -- '— I ,• I /, /•,:/: : ' ; ' ' '// / ' :,/,' .r/ l/• !/ /// / 1 /t,/, /,•' / , -'� : Lam" _ 1 1 1, / 1 .1 !l,'!rl f/ /, 1/I , 1,�!/,, 1./, ,:/, ' . Page 5 of 5 Certification Statement • County: Albemarle Date: 4/15/07 Property Identification: Ashcroft West—Lot 25 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 ha iST I LIC. NO, 106 ice;� °+sire sco- Puy Io C- Soil Profile Ashcroft West Lot 26 Hole Depth(in.) Horizon Material Description Soil Texture Group A 0-4 A Weak red(2.5YR 4/2) clay loam 3 4-24 Bt Red(10R 4/7) silty clay 4 24-60 C Yellowish red(5YR 5/8) clay loam 3 60 Cr Greenstone B 0-4 A Weak red(2.5YR 4/2) clay loam 3 4-30 Bt Red(10R 4/7) silty clay 4 30-66 C Yellowish red(5YR 5/8) silty clay loam 3 C 0-4 A Weak red(2.5YR 4/2) clay loam 3 4-30 Bt Red(10R 4/7) silty clay 4 30-48 Cl Yellowish red(5YR 5/8) clay loam 3 48-72 C2 Yellow(2.5Y 7/8) loam with weathered greenstone 2 fragments D 0-4 A Weak red(2.5YR 4/2) clay loam '3 4-30 Bt Red(10R 4/7) silty clay 4 30-72 C Yellowish red(5YR 5/8) clay loam 3 E 0-6 A Weak red(2.5YR 4/2) clay loam 3 6-36 Bt Red(10R 4/7) silty clay 4 36-48 Cl Yellowish red(5YR 5/8) clay loam 3 48-60 C2 Olive yellow (2.5Y 6/6) loam 2 .0,1.TH CF `9 PC. LIC. O. 106 e J q—1 i 7 �JQv � r0 ONSITE SoAv • l I Pa,c_ z04 Soil Information Summary Lot 26 Ashcroft West 1) Position on slope information—Position satisfactory, side slope 2) Slope— 14% 3) Depth to rock/impervious strata—Max.—72 inches+ Min. 60 inches 4) Depth to seasonal water table—72 inches+ 5) Free water present—No 6) Soil percolation rate estimated—60 @ 48" Comments: Primary and reserve drain fields will be engineered (alternative) septic systems. O 's p.,LT H pF N;.,s1SA �� 2o P e Il: E1: AS7C0. 106 Je6 OAISITE S�\ ' GOOCH ENGINEERING & TESTING page 3 -F 1821 Broadway Street Charlottesville,Virginia 22902 Abbreviated Design Form Lot 26 Ashcroft West Design Basis A. Estimated Percolation Rate 60 @ 48" B. Trench bottom square feet required per bedroom (from Table 4.6 based on x Gravity LPD* 202 *Ecoflo or AdvanTex Treatment System C. Number of bedrooms 4 Area calculations D. Length of trench(ft.) 70 Length of available area(ft.) 70 E. Width of trench(ft.) 3 F. Number of trenches 4 (primary) iel � �LTx 0 �.0 1i,QR G. Center-to-center spacing (ft.) 9 ( S�Nn .o - • ai H. Width required(ft.) 30 (primary) UC. NO 106 oi lo Width of available area(ft.) 85 Q f `,_in +%SITE SW/ I. Total square footage required 810 (primary) J. Square footage in design 840 (primary) K. Is a reserve area required? Yes, reserve available within area investigated. •%--„- - ' - ' - ---- : ' ';� , ' / ,' i,//,', / / , , /, !Al. _ - .. / //',,;,r-/ _ /-/ -�- -- „. ;, ...,./ ...- -..„ ,/ ', /, /, /, / •- ,• / / ,-/ ,' , - " '/ ', / / // '--- -' - - - . -- _..•--•-- - •.-/ // �j// / . / / / V . /•11 - _ ,0 ills" / / , , / , r / / es,/psgF6• r der -, / Deno •/ / , / //,// ' ' / /I :;•;:k::.. 4:41/4, / t 1 �7 1 1 / I j f I I 1 I - �� 1 1/ F A/ - ' Be, F'7 �/ / ,/,/,'r,/ / /,//,,,/,/. ri 4. I I r 1 I I I I 1 1 1 1 I 1 `� /�,.•: I , ,' ' �Z -' // P R'/ / 'i- '' /,///1" //, 1•I I 1 r-- lily iii " `. .. / yp / / / / /• / / I I11. 1 1 I 1 1 t �'i"...' n•• �, k,r�- •••'oo[,.. 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',/), '', .../. / n4 ` ' ---1111....„--'::.::.„:-l_;,:-.::::::1,..---:::-...i.:...-1.---:::_-:._:-...--:-..::: ♦.. ♦, \.. , ♦`. ` --- ! -'- - - / / , / / / / r //• / , , . \ . . `�\ `1.\ �` `- - --.- -- -/ / 'r— _ - --- ' , / / / // /// / // // / , /•,/ .�. 0. ♦ . .` ♦' ,• - ,•' - 'DF24 - ,rr r ' // /, ////// o' ' -/ '/, // , •` `` ``` ,' S`` - ,-L_--- ,' ,',/,' ___ - /'' ,'/ • - , ' / ,,, / ,,/ Scale 1"=100' • - Soil Profile Hole --,/,,-----.' _.-�- - House and Drain Field Sites %/'' � � �= �- Lot 26 '/;;',//, ' • :,, �. = Ashcroft West ,'„ ', ,,/,,/ _ _ =___ -_ Albemarle County =.,___ Gooch Engineering & Testing, Inc ;',; '; ;- _ _-______-- 1821 Broadway Street '' � / ,` �' �_ ____ =- Charlottesville, Virginia 22902 ,, ,, ,, ,, Page 5 of 5 Certification Statement County: Albemarle Date: 4/15/07 Property Identification: Ashcroft West—Lot 26 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 NLTH ois op e - : 'STEP Env P G • s% LIC. NO. 106 gi lissistoeto pi+siTE so\- ee I .- Soil Profile Ashcroft West Lot 27 Hole Depth(in.) Horizon Material Description Soil Texture Group A 0-4 A Dark reddish gray(10YR 4/1) clay loam 3 4-37 Bt Red(10R 4/8) silty clay loam 3 37-50 Bt2 Yellowish red(5YR 5/8) clay loam 3 50-72 C Yellow(10YR 7/8) loam with weathered greenstone 2 fragments 72 Cr Greenstone (Hand auger refusal) B 0-4 A Dark reddish gray(10YR 4/1) clay loam 3 4-27 Bt Red(10R 4/8) silty clay loam 3 27-40 Bt2 Yellowish red(5YR 5/8) clay loam 3 40-48 C Yellow (10YR 7/8) loam with weathered greenstone 2 fragments 48 Cr Greenstone (Hand auger refusal) C 0-4 A Dark reddish gray(10YR 4/1) clay loam 3 4-48 Bt Red(10R 4/8) silty clay loam 3 48-70 Bt2 Yellowish red(5YR 5/8) clay loam 3 70-84 C Yellow(10YR 7/8) loam 2 D 0-4 A Dark reddish gray(10YR 4/1) clay loam 3 4-30 Bt Red(10R 4/8) silty clay loam 3 30-44 Bt2 Yellowish red(5YR 5/8) clay loam 3 44-84 C Yellow(10YR 7/8) loam 2 E 0-4 A Dark reddish gray(10YR 4/1) clay loam 3 4-40 Bt Red(10R 4/8) silty clay loam 3 40-54 Bt2 Yellowish red(5YR 5/8) clay loam 3 54-84 C Yellow (10YR 7/8) loam 2 F 0-4 A Dark reddish gray(10YR 4/1) clay loam 3 4-24 Bt Red(10R 4/8) silty clay loam 3 24-40 BC Red(10R 4/8) silty clay loam and yellow (10YR 3 7/8) loam �eAL7H 40 Cr Greenstone (Hand auger refusal) ®'��4\0 � v AAAter64 11C ,yf j a. p P � Soil Information Summary Lot 27 Ashcroft West 1) Position on slope information—Position satisfactory, side slope 2) Slope— 18% 3) Depth to rock/impervious strata—84 inches+in primary drain field(Holes C-E) Max—72 inches+ Min.—40 inches in reserve drain field(Holes A, B and F) 4) Depth to seasonal water table—84 inches+ 5) Free water present—No 6) Soil percolation rate estimated—60 @ 60" in vicinity of holes C-E and 90 @ 24" in vicinity of holes A,B and F. Comments: Reserve drain field will be an engineered(alternative) septic system. �a sp.LTH OF /9 STIWHt �� IV P. "' LIC. 1\IO. 106 Oj v% JQ ���ONSITE SO\\' GOOCH ENGINEERING & TESTING page ;1 1821 Broadway Street Charlottesville, Virginia 22902 Abbreviated Design Form Lot 27 Ashcroft West Primary Reserve Design Basis A. Estimated Percolation Rate 60 (:-. 60" 90 t0 24" B. Trench bottom square feet 452 306 required per bedroom (from Table 4.6 based on * Gravity Ll'D *other *Ecoflo or AdvanTe>. Treatment System C. Number of bcdroo.ms 4 4 Area calculations D. Length of trench (ft.) 90 + 45 75 Length of available area (11) 90 75 E. Width of trench (ft.) F. Number of trenches 10 6 G. Center-to-center spacing (IQ9 9 ® 0 o � /` -•• rev,. STEPHEN p FT. Width required (ft.) 84 48 4. Llr` Width of available area (ft.) 90 501) °NS r 1 15 I. Total square footage required 1 808 1224 J. Square footage in design 1890 1350 K. Is a reserve area required? Yes, reserve site available within area Inv est1`aiLJ Primary drain field will he 4 90' trenLhcs and 6 45' trenches - is , ' I / rr'�,!- /,-// ,i-'. .' - -- _____ , , -//,/,,/i/, ' - .: , / , , ,' , ,,' r , /' ' - - . , , p - �I :4, ' ,'/ " 1, r'.''�, --�F 3" J / •./ / / / •,' ,' // /' ' I� llif; II, // / / // / //' -/' ' - _ __— -• / / / ' III ' -r.36- ..-----; ,/". ,.... •"- - F 3 D_ _ / ++ • ' '/ / / / //'/.' / /'/ // / e ...". .„ --. ,........ -" i.- .„,....--———:-. I..:—..1."1: ....•../•••:: ,.. I..... yi 1/ :,v/ / ./,: /, : , , * h -- a,,,,,,',,,,pF,'5/E, ,/,/ , ,, / ,/ /4,,,,,/c, .4 ,. ,.....- , /. it '..•y. 0 ,,- 4101„?. ///, / I / , I / , / / / / i 1 ii. 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'�qe* ��/(' , tea .._ __ _._ . „.. ....„ ........ .. .. ..._..... ........ „ „„ ,, ,, ,4 ,././......, ,........,,, .„ ,.."....... ,/,:, .. ,_ _............ ,, ,, ,.. . :_____ _ „,.,, ,,, ,, ,,,,,,,,e.,,,i0".„,„, ,,,,,.„,, ,, „‘ \ • `.\ `\.;•.� `- -I- - • - r, , ,,',--i ,- ,lip„/ ,- // /'// // /,/////�( ,J�I , ;i-,�//, ♦ - - , - , •' ' / • - - -/ /' // /, ,r:{��fVi�� •/ ' '-: .... ' ' '''' .`•'',:` Scale 1"=100' q - Soil Profile Hole /,,;;'% ,--,-• - -, ` : :.: - - --__= House and Drain Field Sites %'''//'' %''/ ' == --- Lot 27 ,,,, ',/ /,,///,// ,,'; Ashcroft West •'/;'/'',y,y,'''/,'/'' ,� ;; - IT-7- /// // '/, ,// / /,'/ _ =- Albemarle County ,,/ /;',;/;'';'' - - -, ;;; ; __= Gooch Engineering & Testing, Inc. ';`/';' ' ,' ;' '/ ____- 1821 Broadway Street ;'- - _- - - , ` -- ____ Charlottesville, Virginia 22902 •;'/: ;' Page 5 of 5 Certification Statement County: Albemarle Date: 4/15/07 Property Identification: Ashcroft West—Lot 27 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 IlkiNyt Ait 41, ZG LAC. NO. 106 El 1. i- J`r QNSI rE $��� f ct y` 1 &i C Soil Profile Ashcroft West Lot 28 Hole Depth(in.) Horizon Material Description Soil Texture Group A 0-4 A, Dark reddish gray(10R 4/1) clay loam 3 4-36 Bt Red(10R 4/8) silty clay loam 3 36-52 Bt2 Yellowish red(5YR 5/8) clay loam 3 52-84 C Yellow(10YR 7/8) silt loam 3 B 0-6 A Dark reddish gray(10R 4/1) clay loam 3 6-40 Bt Red(10R 4/8) silty clay loam 3 40-54 Bt2 Yellowish red(5YR 5/8) clay loam 3 54-84 C Yellow (10YR 7/8) silt loam 3 C 0-6 A Dark reddish gray(10R 4/1) clay loam 3 6-44 Bt Red(10R 4/8) silty clay loam 3 44-84 Bt2 Yellowish red(5YR 5/8) clay loam 3 D 0-5 A Dark reddish gray(10R 4/1) clay loam 3 5-48 Bt Red(10R 4/8) silty clay loam 3 48-84 Bt2 Yellowish red(5YR 5/8) clay loam 3 E 0-3 A Dark reddish gray(10R 4/1) clay loam 3 3-36 Bt Red (10R 4/8) silty clay loam 3 36-48 Bt2 Yellowish red (5YR 5/8) clay loam 3 48-84 C Light yellowish brown (2.5Y 6/4) loam 2 F 0-4 A Dark reddish gray(10R 4/1) clay loam 3 4-45 Bt Red(10R 4/8) silty clay loam 3 45-84 Bt2 Yellowish red (5YR 5/8) clay loam 3 IL �O���ALTH Op G/9 O : VSTE HEN P.. "•,41 i ` e �c LIC. NO. 106 pg �s Q -Icy) �PJ % ONSITE SON\- Soil Information Summary • Lot 28 Ashcroft West 1) Position on slope information—Position satisfactory, side slope 2) Slope— 16% 3) Depth to rock/impervious strata—84 inches+ 4) Depth to seasonal water table—84 inches+ 5) Free water present—No 6) Soil percolation rate estimated—65 @ 60". Comments: Reserve drain field will be an engineered (alternative) septic system. ��EALTH O,� o � '51 • ��✓ 4f /,S. / Z STE E� P. GOO " • oD 8 LIC. NO. 106o r' 09.E Z/_�r-0 7 v� • O ONSITE s0\\' GOOCH ENGINEERING & TESTING page;of h 1821 Broadway Street Charlottesville,Virginia 22902 Abbreviated Design Form Lot 28 Ashcroft West Primary Reserve Design Basis A. Estimated Percolation Rate 65 @ 60" 65 @ 60" B. Trench bottom square feet 496 220 required per bedroom (from Table 4.6 based on * Gravity LPD *other *Ecoflo or AdvanTex Treatment System C. Number of bedrooms 4 4 Area calculations D. Length of trench(ft.) 70 40 Length of available area(ft.) 70 40 E. Width of trench(ft.) 3 3 F. Number of trenches 10 8 _HEALTH �o F /'P G. Center-to-center spacing (ft.) 9 9 �'� h STUH. Width required(ft.) 84 66 LIC. I�G, 106 Ho$ �y • Width of available area(ft.) 90 120 -;' !r�-D 7 ePJ� I. Total square footage required 1984 880 oNs►rE so J. Square footage in design 2100 960 K.' Is a reserve area required? Yes, reserve site available within area investigated • -'-- - %" --•-_-_---_-_ ii' ./ /// /// '' r ',/ / ' /' F.iA"E c - - %-- - -.,'- --___ _ __- -. -i-ii i%//,,///,''i//// ,' / / // / .1 '37.._�`'y- _ ice!•-J, ','/,•//', : , , ,';/:,FN.-.••r.-._-__-_ _.-p- -- ..--y--- 1 - - -- -- ..-/!,/, / II .DF,2E' / ,' ', , \\ to .. ii - ----- -•-- - - - - /// , ' , ',' / ,' D 2p 1 ' - -.,',- ----,-','1§F-3- - --::...-.- -"_-- --....-...-' ..•/ / / // / // //2,i00,10 - // / ,:;,-„,_.,..:--_ •—_______:',.., 36 :I... , ,P g / ,. 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'� ,cf)Fla-+.G'�i r / / / / / ! ! r / _y-.-- / / / // • / �� -- ; - Scale 1"=100 •-Soil Profile Hole /• •,; , \, -•- "� /, I,, // /,,, -.- - - -' ' ';'/'/ House and Drain Field Sites , /'' '/'/' ' %- Lot 28 /, ' __ - /-,//,' Ashcroft West /';/�''/%', , -- - ' , /// /, // /,'•/ //,/', _- - - Albemarle County ;'''';' " ''', _- __- __ - ;' '-,,; Gooch Engineering & Testing, Inc. , • ,• ; /,;;/ -____=-==-_- ;,' 1821 Broadway Street /;;/,, ,,,///; -- - -- - - - -= Charlottesville, Virginia 22902 / ;'/'' % "/' .. . . . _ - ------------- , , ', , , ,:,.',,,.,'. (7- Page 5 of 5 Certification Statement County: Albemarle Date: 4/15/07 Property Identification: Ashcroft West—Lot 28 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 ,� em.TH op �'S1�EPik 1 . ,a LgC. No. 106 Oi i Q°Nsire so\v P