HomeMy WebLinkAboutSUB201700072 Approval - Agencies 2017-06-11 Air, Soil, & Water Environmental, LLC '
568 Mayo Creek Lane.Wingina,Virginia 24599
Ida Patterson Estate Page 3 of 6
562 James River Road
T M.#136-28
Albemarle County,Virginia
Lot A Site Evaluation:
Date: 18 April 2017 Well:existing IIIC
Slope: 10% Position in landscape:sideslope
Texture group:HI Estimated perc rate:65 mpi
Depth to seasonal water table:none Free water present:none
Depth to rocknmper vious strata:none
Abbreviated Design:
Projected daily flow:450 gpd(3BR) Trench bottom square feet/BR 496 sq.R
Number of trenches:5(4 EZflow) Width of trench:3'
Length of trench: 100' Length of available area: 100'
Width required:30' Width of available area:50'
Installation depth:24" Center to center spacing:9'
Design square footage: 1500 sq.ft Total square footage required: 1488 sq.&
Pump required:no Reserve area required: 100%available
Soil Profile Descriptions:
SPD Horizon Depth(inches) Color/Tex"ture Texture Group
I A 0- 1 7.5yr 2.5/1 black loam lib
E 1-6 7.5yr 6/2 pinkish gray loam IIb
BE 6-10 7.5yr 6/4 light brown clay loam III
B 10-25 2.5yr 5/6 red clay loam HI
BC 25-36 mixed 2.5yr 5/6 red
and 5yr 6/4 light reddish brown silty clay loam III
C 36-44 10yr 7/3 very pale brown silt loam;auger refusal at 44" III
2 A 0-1 7.5yr 2.5/1 black loam IIb
E 1-6 7.5yr 6/2 pinkish gray loam fib
BE 6-I1 7.5yr 6/4 light brown clay loam III
B 11-26 2.5yr 5/6 red clay loam III
BC 26-48 2.5yr 6/8 light red silt loam
3 A 0-1 7.5yr 2.5/1 black loam fib
E 1 - 13 7.5yr 6/2 pinkish gray loam ' fib
B 13-25 5yr 5/6 yellowish red clay loam III
BC 25-40 mixed 5yr 5/6 yellowish red
and 7.53r 5/6 strong brown silty clay loam III
C 40-48 5yr 4/6 yellowish red silt loam III
Roger C.Nelson,Onsite Soil Evaluator#1940001320,434.221.9000