HomeMy WebLinkAboutSUB201100021 AOSE-PE Report 2011-03-28 Page 1 of 6
Afton Soil Consulting,LLC
William J.Loth,IV,AOSE#1940000308
222 Sycamore Lane
Afton,Virginia 22920-2425
(540)471-6589
AOSE/PE Report for
Subdivision Review
Location of Property: Lot Section ,Subdiviaiou ,Albemarle County
GPIN or Tax Map#40-9
Latitude/Longitude
Applicant or Client and address: Prepared by:
Joan H.Henley,Trustee Joan H.Henley Revocable Trust William J.Loth,IV,AOSE#1940000308
1917 White Hall Rd. Afton Soil Consulting,LLC
Crozet,VA 22932 222 Sycamore Lane
Afton,Virginia 22920-2425
( ) - (540)471-6589
Date of Report: March 22,2011 Health Department ID.No.:
Revision Date:
Contents/Index of this Report
Cover Page Plat
Application
Soil Summary Report
Soil Profile Descriptions w/Design Basis and Calculations
Soil Borin l Locations and ' .,-. Well Location
I hereby certify that the evaluations and/or designs
contained herein were conducted in accordance with the oo t t r r r r rrir.,
Sewage Handling and Disposal Regulations (12 VACS- ,••` .4•44eal or ,,
610), the Private Well Regulations (12 VACS-615), and .Z 04' ' •2'�'%
other applicable policies of the Virginia Department of • I,
Health. Furthermore, I certify that my evaluation and/or O: 45.% .
design contained herein complies with all applicable laws, ' V: ' 7 _� N ;s0
regulations, and policies implemented by the Virginia 1. 3 .e.z // : M?
Department of Health. d
I recommend a Subdivision be approved. �`z',,0SE CIF; '
Page 2 of 6
Commonwealth of Virginia UD nt HIV
Application for:®Sewage System®Water Supply Due Date:
Owner. Joan H.Henley,Trustee Joan H.Henley Phone: ( ) -
Revocable Trust
Mailing Address: 1917 White Hall Rd. Phone: ( ) -
Crozet,VA 22932 Fax: ( ) -
Agent Marc and Temple Jensen Phone: ( ) _
Mailing Address: 2170 White Hall Rd. Phone: ( ) _
Crozet,VA 22932 Fax: ( ) -
Site Address:
Email:
Directions to Property: West of RI.810,0.1 mile north of Rt.811
Subdivision: Section: I Block: Lot B
Tax Map: 40-9 Other Property Dimension/Acreage 2.19
Identification: of Property:
Sewage System
Type of Approval:Applicants for new construction are advised to apply for a certification letter to determine if land is suitable for a
sewage system and to apply for a construction permit(valid for 18 months)only when ready to build.
For New Construction: ❑ Certification Letter ❑ Construction Permit EI Subdivision Review
For Existing Construction ❑ Repair ® Modification 0 Expansion 0 Replacement
Proposed Use:
Single Family Home(Number of Bedrooms 4) 0 Multi-Family Dwelling(Total Number of Bedrooms
Other describe
Will there be a basement ® Yes ❑ No If yes,will time be fixtures in the Basement? ® Yes ❑ No
Are any conditions !,41,. on this construction , ■ Yes No If - lease check or describe all proposed
Conditions that apply: •I Reduced Water Flow I■ Limited Occupancy 0 Intermittent or seasonal use
-❑ Temporary use not to exceed l year ❑ Other(describe)
Water Supply
Will the water supply be 0 Public or CO Private Is the Water supply 0 Existing or=' Proposed
Ifproposed,is this a replacement well? 0 Yes ® No Will the old well be abandoned❑ Yes 0 No
Have any buildings within 100'of the proposed well been termite treated?0 Yes _4 No
All Applicants
Is this an AOSE/PE application?®Yes ❑ No If yes,is the AOSE/PE package attached? Yes rrNo — —
In order for VDH to process your application you must attach a site sketch aid plat of the property.The site sketch should show your property lines,
actual and/or proposed buildings aid the desired location of your well and/or sewage system.When the site evaluation is conducted the property lines,
building location and the proposed well and sewage system sites must be clearly marked and the property sufficiently visible to see the topography,
otherwise this application will be denied.
I give permission to the Virginia Department of Health(VDH)to enter onto the property described during normal business hours for the purpose of
processing this application and to perform quality assurance checks of evaluations and designs certified by an Authorized Onsite Soil Evaluator
(AOSE)or a Professional Engineer(PE)as necessary until the sewage disposal system has been constructed and approved.
/
Signature of Owner/Agej2, Ike S erg/l a/
Page 3 of 6
Landscape Summary Report
General Information
Date:1252011 Submitted to Albemarle County Health Department
Applicant: Marc and Temple Jensen Telephone: ( ) -Address: 2170 White Hall Rd.,Crozet,VA 22932
Owner: Joan H.Henley,Trustee Joan H.Henley Address: 1917 White Hall Rd.,Crozet,VA 22932
Revocable Trust
Location: West of Rt.810,0.1 mile north of Rt.811
Tax Map: 40-9 -- — Subdivision: --_—
Block/Section: Lot: B
Landscape Information Summary
1. Position in landscape satisfactory? Yes ® No 0
Describe: sideslope 2. Slope 16(max)%
3. Depth to Rock or impervious strata: Max. in. Min.72+in.
4. Depth to seasonal water table(gray mottling or gray color): No ® Yes 0 Inches
5. Free water present: No ►�I Yes 0 range in inches -
Yes® Texture Group I ❑ II ❑ III ® IV ❑
6. Soil percolation rate estimated?
No ❑ Estimated rate 75 min/inch
7.Permeability test performed Yes 0 No El
If yes,note type of test performed and attach -- --
®Site Approved Drainfield to be placed at 36"depth at site designated on plat
-Q Site Disapproved
Reason for Rejectionii
1. Position in landscape subject to flooding or periodic saturation —2. Insufficient depth of suitable soil over hard rock
3. Insufficient depth of suitable soil to seasonal water table
4. Rates of absorption too slow. -
5. Insufficient area of acceptable soil for required drainfield,and or reserve area
6. Proposed system too close to well
7. Other Specify 1
Tax Map 40-9 Lot B Page 4 of 6
Albemarle County
Soil Profile
Hole Horizon Depth(in) Material Description TxI
1 Ap 0-2 I0yr4/3 brown Sandy Loam Grp
2
BE 2-5 73yr5/4 brown Sandy Clay Loam 2
BC 5-13 5yr4/6 yellowish red Clay,with few pockets of 7.5yr6 8 reddish yellow,10yr8/1 while Sit Loma saprofee 4
BC 13-32 7.5yr5/6 strong brown light Clay/Clay Loam and 7.5yr6/8 reddish yellow,10yr8/l while Silt Loam 4
=mike
CB 32-72 7.5yr6/8 reddish yellow,10yr8/1 whit Silt Loan saprolite with few pockets of 7.5yr5/6 strong brown Clay 3
than
2 Ap 0-2 10yr32 very dark grayish brown Sandy Loam 2
AE 2-6 10yr4/4 dart yellowish brown Sandy Loam 2
EB 6-9 10yr5/6 yellowish brown Sandy Clay Loom 2
BE 9-13 7.5yr5/6 strong brown Sandy Clay Loam 2
BtC 1 13-24 5yr5/6 yellowish red,10yr6/6 brownish yellow,and 25yr3/6 dark fed mottled Clay Loan 3
BtC2 24-46 2.5yr4/8 red Clay Loam with 10yr5/6 yellowish brown,10y12/1 black,10yr8/1 white Sandy Loam seprolite, 3
rather heavy
CB 46-72 10yr5/6 yellowish brown,10312/1 black,10yr8/1 white Sandy Loan saprolite with few pockets of 2.5yr4/8 3
red Clay Loam
3 Ap 0-4 10yr32 very dark grayish brown Sandy Loan 2
AE 4-7 , 10yr4/4 dark yellowish brown Sandy Loam 2
EB 7-17 10yr5/6 yellowish brown Sandy Clay Loam 2
BtC 17-44 2.5yr4/8 rod Clay Loam with 10yr5/4 sandy mottling and very few pockets of 10yr5/8 yellowish brown, 3
10yr8/1 white,10yr2/1 black Sandy Loam saprolite
CB 44-59 10yr5/8 yellowish brown,10yr8/l white,10yr2/1 black Sandy Loam saprolite and 2.5yr4/8 red Clay Loam 3
C 59-72 10yr5/8 yellowish brown,10yr8/1 white,10yr2/1 black Sandy Loam saprolite 2
4 Ap 0-3 10yr32 very dark grayish brown Sandy Loam 2
BA 3-12 10yr4/4 dark yellowish brown Sandy Loam 2
Bt 12-30 7.5yr5/6 strong brown Clay Loam/Clay 4
BC 30-48 7.5yr5/6 strong brown Clay Loam and 10yr7/8 yellow,10yr8/1 white Fine Sandy Loam/Silt Loam saprolite 3
B 48-72 10yr7/8 yellow,10yr8/1 white Fine Sandy Loam/Sift Loam saprolite 3
5 Ap 0-5 10yr3/4 dark yellowish brown Sandy Loam 2
Bt/A 5-11 5yr4/4 reddish brown Clay Loam with 10yr3/4 dark yellowish brown Sandy Loan tongues 3
BIC 11-37 5yr5/6 yellowish red Clay Loam with common pockets of 7.5yr7/6 reddish yellow,10yr8/1 white,10yr2/1 3
black Sandy Loam saprolite
C/B 37-72 7.5yr7/6 reddish yellow,10yr8/1 white,10yr2/1 black Sandy Loam saprolite with few wide 5yr5/6 yellowish 3
red Clay Loam tongues
6 AP 0-2 10yr32 very dark grayish brown Sandy Loan 2
AE 2-5 10yr5/4 yellowish brown Sandy Loam 2
BE 5-11 7.5yr5/4 brown Sandy Clay Loam 2
Bt 11-26 5yr5/4 reddish brown Sandy Clay/Sandy Clay Loam 3
BIC 26.63 5yr5/8 yellowish red Clay Loam with 10yr6/4 light yellowish brown mottling and common l0yr7/3 very 3
pale brown,10yr8/1 white Sandy Loam saprolite
C 63-72 10yr7/3 very pale brown,10yr8/1 white Sandy Loam saprolite 2
Note: Low throats colors noted above are mineral in nature and not indicative of redoximorphie conditions.
Design Basis
A. Estimated Percolation Rate 75 @ 48 in. E. Center-to-center spacing(ft.) 9
B. Trench bottom square feet F. Width required(ft.) 66
required per bedroom 596 G. Width of available area(ft.) 135(total)
C. Number of bedrooms 4 H. Total square footage required 2384
I. Square footage in design 2400
Area Calculations J. Is a reserve area required? Yes, a 100%
A. Length of trench(ft.) 100 Reserve Area is included
B Length of available area(ft.) 100
C. Width of trench(ft.) 3
D. Number of trenches 8
Page 5 of 6
DRAINFIELD,SOIL BORINGS,AND PROPOSED WELL LOCATIONS
FOR
TAX MAP 40-9D LOT B,ALBEMARLE COUNTY
T.M.40-9
(RESIDUE)
PARCELX �'' !-�`
ON AC. FOUND EXISTING
I
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LOT A
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D.B.1178-328,330 PLAT
IRON 7 k 18296 SET \ N
a
z PROPOSED , crl•\ REVISED LOT A
2.07 ACRES TOT
a� LOT B �'' \� A'
2.19 ACRES s1s17so1'1s"E NEW 30'PRIVATE
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IRON 136'80' STREET ESMT.
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HEALTH DEPARTMENT COPY
// I/ NOT FOR RECORDATION
//
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