HomeMy WebLinkAboutApplication Files_82693_pg0523 Date: 11111/2009 Operator: Peterson Boring Number: Pit 3
Soil Serie;Udorthents soil Horizon: C Boring Depth(in): 39
Diameter of Hole(in): 2.75 Water Column Height(in): 3 Head Conversion Factor(HCF): 0.50
Boring Conversion Factor(BCF): 2.861 Design Loading Rate=Ksat*14.96*safety factor of 0.05 to 0.5 system dependent
Boring Conversion Factor(BCF)=(rad)squared/5.06 for Aardvark Reservoir F Value Radcliffe and West,2000)
BCF of 4 in auger is 4.25 in diameter boring=1 Borehole diameter
BCF of 3.25 in auger is 3.5 in diameter boring=1.65 Texture 3.512 4.0 in 4.5 in
BCF of.a 2.5 in auger is 2.75 in diameter boring=2,86
Head Conversion Factor(HCF)=Water Column Ht inches/6 inches, or Htcm/150m Sands 0.107 0.124 0.141
Example is 3.5in boring with 7 in water column in boring,0.5 in.head drop over 45 minutes Strubtured loams,and clays 0.082 0.096 0.11
in a str icturaded clay loam soil Unstructured loams and blays 0.048 0.057 0.065
Time TO Time x Time Hours Reservoir Reservoir Reservoir lercolatiojBCF HCF Percolatior F value Ksat Design Loading
2400 hour, 2400 hours Elapsed Elapsed Reading,in Readinq in Chan a tate min/l I Rate from table =F 1/P Rate gdsf
ti t+1 ti+1 -ti dt/60min/h hl h+1 h+1 -hi dt/dh I Ad usted with a 0.10
dt dh P"HCF/BCF Safety Factor
initial next initial next P Adj P of Ksat
min hr in in in min/in min/in in/hr' gdsf
Example 0 8:45 ..:, : ;::;45: ,:;tO.75 ...:14.5:: 14 0:5::.Y: ., :>.90"`.::;! :.:9;65.:.,:< 1s1.7::;:;: 64;.: :;; .::::0.082 Oi08...: ..:.::... ... .Os12 ';13:46:04 13:46:26 0.37 9.0 8.0 1 0.37 2.86' 0.5 0 0.081 75.1 22513,46:26 13:46:49 0.38 8.0 7.0 1 0.38 2.86 0.5 0 0.081 73.2 21913:46:49 13:47:12 0.38 7.0 6.0 1.0 0.38 2.86 0.5 0 0.081 73.2 219 .
13:47:12 13:47:35 0.38 0,006 6.0 &0 1.0 0.38 2.86 0.5 0 0.081 73.2 219
13:47:35 13:47:56 0.35 0.006 5.0 4.0 1.0 0.35 2.86 0.5 0 0.081 7 ..4 238
13:47:56 13:48:17 0.35 0.006 4.0 3.0 1 0.35 2.86 0.5 0 0.081 79.4 238
13.48:17 13:48:38 0.42 0.007 3.0 2.0 1 0.42 2.86 0.5 0 0.081 66.2 198
STEADY STATE ARITHMETIC AVERAGE
Pedon Description
Depth lHorizon Color Texture Structure Horizon Notes
User is responsible for confirmin all Stand Operation Procedures for theirarea and ty e of'' ,
Aardvark Systems International,l.l.0 or third earties do not assume any responsibility for misuse of devices or spreadsheets or calculations
Site Notes Connecticut Studio's site in field south of Admiral Storage. Actual permeability rate may be higher as 3 inch column not maintained.