*** Supplementary Characterization Data ***
Pedon ID: S2013MI163017( Wayne, Michigan )Print Date: Apr 22 2025 5:57AM

Sampled as on Jul 31, 2013:Mollic Endoaquepts ; Fine, mixed, active, calcareous, mesic Mollic Endoaquepts
Revised to correlated on Oct 30, 2016:Midtown ; Fine-loamy, spolic, mixed, semiactive, calcareous, mesic Anthroportic Udorthents
United States Department of Agriculture
SSL-ProjectC2015USMI025   Detroit initial MLRA 99Natural Resources Conservation Service
-Site IDS2013MI163017   Lat: 42° 24' 47.33" north  Long: 83° 1' 3.90" west  MLRA: 99National Soil Survey Center
-Pedon No. 15N0280Kellogg 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
 
15N016790-20^AuS1001001009999979592834430221790877348380.150.1060.001>1003.3
15N0168020-58^BugS10010010010010010010099955438292398988759470.100.0600.001>1000.6
15N0168158-86AbS1001001001001001009998935137282198968356450.110.0690.001>1000.7
15N0168286-124BgbS1001001001001001009997936550372897968769600.050.021tr>1000.3
15N01683124-132BCS1001001001001001009998935844352998968563520.080.040tr>1000.2
15N01684132-203CS10010010010010010010098968878594698979590860.010.003tr16.50.5

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
 
15N016790-20^AuS88143928143921.5011.933
15N0168020-58^BugS11--tr1991--tr1991.4611.913
15N0168158-86AbS22--11982--11981.4611.913
15N0168286-124BgbS33--12973--12971.4611.913
15N01683124-132BCS22--11982--11981.4611.913
15N01684132-203CS22--tr2982--tr2981.4611.913

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: S2013MI163017( Wayne, Michigan )Print Date: Apr 22 2025 5:57AM
Sampled As:Mollic EndoaqueptsFine, mixed, active, calcareous, mesic Mollic Endoaquepts
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  15N0280

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---)
 
15N016790-20^AuS5----512295311210120.53
15N0168020-58^BugS1----1--tr19929131350.41
15N0168158-86AbS1----1--119930131270.49
15N0168286-124BgbS1----2--119921171650.41
15N01683124-132BCS1----1--119925131640.42
15N01684132-203CS1----1--tr1997222530.40

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
3A1a1a4C1a2a4F2
 
15N016790-20^AuS1010865262125183313111723fsl58.323.018.77.31.61
15N0168020-58^BugS11168313011143616121931scl52.823.823.47.50.38
15N0168158-86AbS33367302711173614102128scl54.024.321.77.10.55
15N0168286-124BgbS44452443911132614153141cl38.332.629.17.00.22
15N01683124-132BCS333653340tr3163216112241scl47.023.729.37.30.20
15N01684132-203CS44422748511598156288sic12.241.046.87.90.30
NSSC SSL Report Creation