HomeMy WebLinkAboutSUB202100178 Assessment - Environmental 2021-10-22 (3)v«.)< t OF-6-
Soil Profile
Ashcroft West
Lot 11 z6 /
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 (1 OR 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 (I OR 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 (1OR 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 (1 OR 4/8) silty clay
4
84-120
Bt2
Red (2.5YR 5/8) silty clay loam
3
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STE HEN P. u��`
c LIC. NO. 106
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Soil Information Summary
Lot I
Ashcroft West
1) Position on slope information — Position satisfactory, side slope
2) Slope — 22%
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"
Comments: Reserve drain field will be an engineered (alternative) septic system.
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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 11
Ashcroft West
Primary Reserve
75 @ 96" 75 @ 96"
596 254
page iof 5
*Ecoflo or AdvanTex
Treatment System
4 4
100
100
100
100
3
3
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8
4
Q
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SOs�'P.
10
10
o LIC. NO. 106 02
•
73
33
°NSITE SO'\'
75
35
2384 1016
2400 1200
Yes, reserve site available within area investigated
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Scale 1 "=100' • - Soil Profile Hole
House and Drain Field Sites
Lot 11 '
1 111 1 1 I
\ ,1
Ashcroft West
\ Albemarle Coun
g Gooch Engineering & Testing,
Inc.
\'1'l`` 1; "',';; • ',';; 1821 Broadway Street �(
1701\
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
*EALTH Qp
"STEPWEN P"r�CSi
LIC. No. 106
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