HomeMy WebLinkAboutSUB202100178 Assessment - Environmental 2021-10-22 (5)Soil Profile° l v�
Ashcroft West
Lot 13 /60
Hole Depth (in.) Horizon Material Description Soil Texture
Group
A 0-6 A Weak red (2.5YR 4/2) clay loam 3
6-60 Bt Red (I OR 4/8) silty clay 4
60 - Quartz
B
0-6
A
Weak red (2.5YR 4/2) clay loam
3
6-48
Bt
Red (I OR 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 (1 OR 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 (1 OR 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 (1 OR 4/8) silty clay
4
60-120
BC
Red (2.5YR 4/8) silty clay loam and yellow (1 OYR
3
7/8) silt loam
F
0-6
A
Weak red (2.5YR 4/2) clay loam
3
6-84
Bt
Red (1 OR 4/8) silty clay
4
84-120
C
Yellowish red (5YR 5/8) clay loam
3
w �Oa�EPLTH pF `'9
c�
e S E HEN P. GOOCH �
LIC. NO. 106 p�
�sc9 y y i -0? ve
so"-
Qu.2� Z k —
Soil Information Summary
Lot 13 �L3
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.
EpLTH Op I9
i
oJjL�y��/'N P
OSTgPHEN P. GOOC y
LIC. NO. 106
'-I-( i -a-)
PNSITE S0�7
GOOCH ENGINEERING & TESTING
1821 Broadway Street
Charlottesville, Virginia 22902
Design Basis
A. Estimated Percolation Rate
B. Trench bottom square feet
required per bedroom
(from Table 4.6 based on
* Gravity LPD *other
C. Number of bedrooms
Area calculations
D. Length of trench (ft.)
Length of available area (ft.)
E. Width of trench (ft.)
F. Number of trenches
G. Center -to -center spacing (ft.)
H. Width required (ft.)
Width of available area (ft.)
I. Total square footage required
J. Square footage in design
K. Is a reserve area required?
Abbreviated Design Form
Lot 13
Ashcroft West
Primary
75 @ 96"
596
Ell
75
75
3
11
9
93
95
2384
page3of
Reserve
105 @ 48"
357
*Ecoflo or AdvanTex
Treatment System
2
70
70
3
7
01
.,
fM]
Ep,LTH OF ry
oar
0$e/P. GOO
C L1C, NO. SOB
o; `!7j-C7
nTFSITE S(�t
2475 1470
Yes, reserve site available within area investigated
�,//'.�,-ry,ll,! / ,' - --. - _ .. \\\`\; \t •\\1\\\\,\\,l lll',1111.\�\\\',11♦\` _ _ •.
I//1 �' , �-"/ ,, i' '-_-!'_--'-._' \ \\\\\\\\\1\\'\'III. J��♦ ��`� `�-.`.. "` /, �-��
11 Ill , �/l /1, / / / '/',' _ __- \\ ♦\ \V .`�;.♦ _ _ _/ ''
It
If
It
Z.
I it
\�SfCL�EI- ---�
ill, /I' //y't "Ill/ , ___-________- ------_-__---___--
fv
rift
:.�7 Ae_ ------------ ------ -
" Y Q _ of - - -- - - - -_ _ -- -- - - --
• ! +, / ill /,,, - ll/,/, ,�/li � /,' -
lit 11 ;,-,'-. /iI; ', \.
, ,,/, /•
IlI1-f,/III � t Fd(�' 'i'�fly-� �\'� __1=-=__._.....__-_�--- �-- - •
1ja
Op
'`iV
t'
I,II /I /111 II ll I+I'1111,
1'1I'I III I, I„ I I Olt, -.I11,1„
Ill I IIII I ll II „I ,' ,1,1 O-A --
I
,II,I ,,,1 IIII, I IIII '/ - II 1'l,/ I I / F;:.'.}„: R_:';:. / , c r�-'-.. -•-'
I; I I II;,'l,j '1'' I' �I'I''1ll /- I. 1 ::;1:::::j J`�•--%__--..-OF.-1?�-
I / \r a �'�`l:::iR::. '\ _• .� _ _. _
I I l l r I , �}jV ►►►///���(� �p� I :: F.::: ,':.F "...; r _
1
ll, /„ 111 11 ,I,I--
I--'-�
_�,Q
;/\ i ii I Ii1I1 iil'gi : ii;l I I \.\+yf
ler
/ r I / \ r 1 / ' l I ' 1 l 1 1 . I I l - ° / \ / / I 1 'iYr:. • $ - _. -_
11, /� ''I111t'r'�p/,, I�,�, ,' ,I .rYl l�'♦ I11�, .I„ ,�'LI �i�1:f:; ' r P',\ --__ -_
If 1, i�.11l iI','y �� II 1,1�'t I„ II 1 , I 1 , I ` O
1 I .`:ASS. A
I; i i;; /;i,,,; ,; ,1 I, III+„_-/t11�111,), 'I/pp ?�• / / I : i. l I\'-
If
AC
it
IN
I ; ill Y�\� I\\, 1, 1 Ill Ill / I / /G .15.1-I Gl,+ , / / I ' I•�.: '� ,%% _
IiiI; ,I;i ;I1�1�1-\�\I\I I�I,I 1111I// /`•,I, II ,,I,II .' / I ,/,�`I .:::I:'. \ ',' -, ,`
1 1; I I 1;l I I',l ' f 1 11\I , >' 1\\I I I 1 S
4 f7_
, I , , y\ 1I Scale 1 100 •-Soil Profile Hole I
House and Drain Field Siest
��1\',1,
,111, 11„%kill 1'^1,\\1 ,1 Lot 13
1\1, ,111 1 1 1, I
It '��� 1 Ashcroft West
1; �',111,� 11�', Albemarle County
Gooch En ; i
` Engineering &Testing, Inc.
1821 Broadway Street
1' ' 11.,1 1' ` \\ C'har1ottecvi11a �Tirmn�o 'i70(1'1 17 CI /
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
HEALTH OF
�•rga�a//��/� /n yi,9
STEPWt<N c
3 LIC. NO. Joe
11 -y i -07