*** Supplementary Characterization Data ***
Pedon ID: S2008WA063004( Spokane, Washington )Print Date: Sep 24 2024 5:18AM

Sampled as on Aug 18, 2008:Marble ; Sandy, mixed, mesic Vitrandic Haploxeroll
Revised to correlated:Marble ; Coarse-loamy, mixed, superactive, mesic Entic Ultic Haploxerolls
United States Department of Agriculture
SSL-ProjectR2009USWA046   Update 1968 Survey City of SpokaneNatural Resources Conservation Service
-Site IDS2008WA063004   Lat: 47° 38' 41.93" north  Long: 117° 26' 40.85" west  MLRA: 9National Soil Survey Center
-Pedon No. 09N0249Kellogg Soil 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
 
09N015860-15ApuS100100100100100999892824223151090857449350.150.1040.00273.23.9
09N0158715-30ABS100100100100100100999485412113893887748320.140.1050.00350.44.4
09N0158830-56E&Bt1S100100100100100100999689381812895928247290.140.1090.00345.26.2
09N0158956-117E&Bt2S1009998969592898274301410780776537220.220.1540.00540.34.6
09N01590117-1652BqS10010010010010098968313222157164321.080.8860.3523.11.1
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
 
09N015860-15ApuS88--26928--26921.5011.933
09N0158715-30ABS66--15946--15941.4911.933
09N0158830-56E&Bt1S44--13964--13961.4811.923
09N0158956-117E&Bt2S18185678218567821.5811.983
09N01590117-1652BqS19217--4138117--413831.5911.993

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.
3The saturated 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: S2008WA063004( Spokane, Washington )Print Date: Sep 24 2024 5:18AM
Sampled As:MarbleSandy, mixed, mesic Vitrandic Haploxeroll
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  09N0249
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---)
 
09N015860-15ApuS5----5--139533146130.271.710.73
09N0158715-30ABS3----3--139735145140.201.670.73
09N0158830-56E&Bt1S2----2--129837115110.201.250.54
09N0158956-117E&Bt2S11----1134489359470.301.400.63
09N01590117-1652BqS11--110--288947tr147--2.721.06
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
3A1a1a4C1a2a
 
09N015860-15ApuS99963281135143017151612fsl62.127.210.76.3
09N0158715-30ABS777672692513341913159fsl66.025.58.56.5
09N0158830-56E&Bt1S444732291411402013119fsl70.121.48.56.5
09N0158956-117E&Bt2S191914641682516372011910fsl73.018.38.76.5
09N01590117-1652BqS191717801132511421--12cos97.30.91.86.7
NSSC SSL Report Creation