*** Supplementary Characterization Data ***
Pedon ID: REPORT TESTING PEDON( Spokane, Washington )Print Date: Nov 23 2024 7:30AM

Sampled as on Oct 6, 1998:Naff ; Fine-silty, mixed, superactive, mesic Typic Argixeroll
Revised to correlated on Feb 7, 2012:Naff ; Fine-silty, mixed, superactive, mesic Vitrandic Haploxerolls
United States Department of Agriculture
SSL-ProjectCP99WA093   SPOKANE COUNTYNatural Resources Conservation Service
-Site IDREPORT TESTING SITE   Lat: 47° 17' 38.12" north  Long: 117° 13' 40.07" west  MLRA: 1National Soil Survey Center
-Pedon No. 99P0330Soil Survey Laboratory
-General Methods 1B1A, 2A1, 2BLincoln, Nebraska 68508-3866

Tier 1-1--2--3--4--5--6--7--8--9--10--11--12--13--14--15--16--17--18--19--20--21--22--23--24--25-
 
(- - - - - - - - - - - - - - - - - - - - - - Engineering PSDA - - - - - - - - - - - - - - - - - - - - -)(- - - - - Cumulative Curve Fractions - - - - -) (<75mm)( Atter- )( Gradation )
Percentage Passing SieveUSDA Less Than Diameters (mm) at bergUni-Cur-
Depth323/213/43/84104020020521..5.25.10.05605010LLPIfmtyvtur
Layer(cm)HorzPrep(-------------------Inches-------------------)(---------Number---------)(------Microns----)(---------Millimeter----------)(-----Percentile---)(----%----)CUCC
 
99P016810-18ApS1001001001001001001001001009655382610010010099920.020.014--47.70.7
99P0168218-38AS100100100100100100100100100965437261001009998920.020.015--47.80.7
99P0168338-48BAS1001001001001001001001001009656392710010010098930.020.012--47.30.6
99P0168448-76Bt1S1001001001001001001001001009556392810010010098920.020.012--48.80.5
99P0168576-112Bt2S1001001001001001001001001009758413110010010099930.020.010--49.90.4
99P01686112-155Bt3S1001001001001001001001001009657402910010010099930.020.012--48.90.5
99P01687155-165Bt4S10010010010010010010010099955337271001009998910.020.015--49.90.6

Tier 2-26--27--28--29--30--31--32--33--34--35--36--37--38--39--40--41--42--43--44--45--46--47--48--49--50-
 
(- - - - - - - - - - - - - - - - - - - - - - Weight Fractions - - - - - - - - - - - - - - - - - - - - -)(- - - - - - - - - - - Weight Per Unit Volume (g cm-3 )- - - - - - - -)(- - Void - -)
Whole Soil (mm)<75 mm FractionWhole Soil<2 mm FractionRatios
>225025075752057575205Soil SurEngineeringSoil SurveyEngineeringAt 33 kPa
Depth-UP-75-2-20-5-2<2-2-20-5-2<233OvenMoistSatur331500OvenMoistSaturWhole<2
Layer(cm)HorzPrep(------------------- % of Whole Soil ------------------)(--------- % of <75 mm ---------)kPa-dry-ated kPa kPa -dry -ated Soilmm
3B13B13B1
 
99P016810-18ApS--------------100--------1001.451
99P0168218-38AS--------------100--------1001.451
99P0168338-48BAS--------------100--------1001.451
99P0168448-76Bt1S--------------100--------1001.451
99P0168576-112Bt2S--------------100--------1001.451
99P01686112-155Bt3S--------------100--------1001.451
99P01687155-165Bt4S--------------100--------1001.451

1The whole-soil bulk density was not measured. It was calculated using 1.45 g/cc as the 1/3-bar bulk density of the less-than-2-mm fraction for mineral soils.


*** Supplementary Characterization Data ***
Pedon ID: REPORT TESTING PEDON( Spokane, Washington )Print Date: Nov 23 2024 7:30AM
Sampled As:NaffFine-silty, mixed, superactive, mesic Typic Argixeroll
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  99P0330

Tier 3-51--52--53--54--55--56--57--58--59--60--61--62--63--64--65--66--67--68--69--70--71--72--73--74--75-
 
(- - - - - - - - - - - - - - - - - Volume Fractions - - - - - - - - - - - - - - - -)C(- - - - - - - Ratios To Clay - - - - - -)(- - Linear Extensiblity - -)(- - WRD - -)
Whole Soil (mm) At 33 kPa/N<2 mm FractionWhole Soil<2 mmWhole<2
>225025075752052-.05-LTPoresRatFineCEC1500LEP33 kPato %Soilmm
Depth-UP-75-2-20-5-2<2.05.002.002DF-ioClaySumNH4-kPa331500Oven1500Oven
Layer(cm)HorzPrep(----------------------------- % of Whole Soil ---------------------------)CatsOACH2OkPakPa-drykPa-dry(---in3/in3---)
8D1
 
99P016810-18ApS--------------10043614450.700.920.42
99P0168218-38AS--------------10053614450.650.970.42
99P0168338-48BAS--------------10043615450.650.810.45
99P0168448-76Bt1S--------------10053515450.670.780.43
99P0168576-112Bt2S--------------10043417450.650.960.47
99P01686112-155Bt3S--------------10043516450.580.930.50
99P01687155-165Bt4S--------------10053515450.491.020.48

Tier 4-76--77--78--79--80--81--82--83--84--85--86--87--88--89--90--91--92--93--94--95--96--97--98-
 
(- - - - - - - - - - - - - - - - - - - Weight Fractions - Clay Free - - - - - - - - - - - - - - - - - -)TextPSDA (mm)pHElect.Part-
(--------------- Whole Soil ---------------)(------------------- <2 mm Fraction -------------------)-ureSandSiltClayCaRes-Con--icle
>275202-.05-<(------------- Sands -------------)(--- Silts ---)Clby2-.05-<Cl2ist.ductDen-
Depth-20-2.05.002.002VCCMFVFCFayPSDA.05.002.002.01MohmsdS m-1sity
Layer(cm)HorzPrep(- % of >2 mm Sand and Silt -)(------------------% of Sand and Silt -------------)<2 mm(---- % of 2 mm ----)(-------- <2 mm --------)g cm-3
3A1a1a3A1a1a3A1a1a3A1a1a4C1a2a
 
99P016810-18ApS118936trtr19513836sil8.165.526.45.0
99P0168218-38AS118935trtrtr19513835sil8.266.125.75.1
99P0168338-48BAS99138trtr27504038sicl6.865.927.36.1
99P0168448-76Bt1S128839trtr29503939sicl8.463.528.16.3
99P0168576-112Bt2S109044trtr18513944sicl6.762.730.66.6
99P01686112-155Bt3S109040trtr18513940sicl7.064.228.86.7
99P01687155-165Bt4S138737trtr1110513637sil9.363.926.86.7
NSSC SSL Report Creation