*** Supplementary Characterization Data ***
Pedon ID: S1996MI019004( Benzie, Michigan )Print Date: Dec 17 2024 10:20PM

Sampled as on Oct 3, 1996:Shavenaugh ; Sandy, mixed, mesic Psammentic Hapludalf
Revised to correlated:Shavenaugh ; Mixed, mesic Psammentic Hapludalfs
United States Department of Agriculture
SSL-ProjectCP97MI031   MANISTEE AND BENZIENatural Resources Conservation Service
-Site IDS1996MI019004   Lat: 44° 41' 42.86" north  Long: 85° 53' 32.89" west  MLRA: 96National Soil Survey Center
-Pedon No. 97P0135Soil 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
 
97P009010-13AS100100100100100999897731485396873014130.360.3180.03111.95.5
97P0090213-20ES1001001001001009997967494219689311090.350.3150.0963.71.7
97P0090320-41Bw1S1001001001001001009998759643979126990.360.3230.1053.41.8
97P0090441-71Bw2S100100100100100999897725222958632540.360.3160.1193.01.3
97P0090571-86Bw3S100100100100100969286506433826215660.480.4170.1483.31.4
97P0090686-112BtS10097959290817260246433532910662.000.9290.2537.90.5
97P00907112-2032CS1009795918975604620421138256434.702.5530.28716.40.3
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
 
97P009010-13AS3----3--21973--21971.471
97P0090213-20ES4----4--31964--31961.481
97P0090320-41Bw1S2----2--11982--11981.461
97P0090441-71Bw2S3----3--21973--21971.471
97P0090571-86Bw3S14----14--868614--86861.541
97P0090686-112BtS40----401018126040101812601.781
97P00907112-2032CS54----541129144654112914461.921

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: S1996MI019004( Benzie, Michigan )Print Date: Dec 17 2024 10:20PM
Sampled As:ShavenaughSandy, mixed, mesic Psammentic Hapludalf
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  97P0135
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
 
97P009010-13AS2----2--119847614583.350.81
97P0090213-20ES2----2--219848414432.700.90
97P0090320-41Bw1S1----1--119949314542.360.61
97P0090441-71Bw2S2----2--119851214523.060.67
97P0090571-86Bw3S8----8--539247224252.000.61
97P0090686-112BtS27----2771287336223360.82
97P00907112-2032CS39----39821106131228
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
 
97P009010-13AS333871031960172563s87.010.42.65.5
97P0090213-20ES44488811761221531s90.98.11.05.4
97P0090320-41Bw1S22292631768181333s91.35.92.85.9
97P0090441-71Bw2S33394322105728tr32s95.42.81.86.2
97P0090571-86Bw3S14141482334245710tr213s93.13.63.36.2
97P0090686-112BtS414131563313413461325cos90.15.44.57.1
97P00907112-2032CS545443433117294251331cos92.56.11.47.7
NSSC SSL Report Creation