*** Supplementary Characterization Data ***
Pedon ID: 88MI105001( Mason, Michigan )Print Date: Nov 26 2024 11:09PM

Sampled as on Jul 30, 1988:Saugatuck ; Sandy, mixed Typic Haplaquods
Revised to correlated on Jan 1, 2001:(unnamed) ; Sandy, isotic, mesic Typic Duraquod
United States Department of Agriculture
SSL-ProjectRP89MI016   MASON COUNTYNatural Resources Conservation Service
-Site IDS1988MI105001   National Soil Survey Center
-Pedon No. 89P0059Soil 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
 
89P005920-41ES10010010010010010010010086631tr1009848650.300.2580.1092.70.9
89P0059466-102BhsmS1001001001001001001001008753331009951540.280.2450.1112.60.9

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
 
89P005920-41EStr----------tr100------tr1001.451
89P0059341-66Bs1Str----------tr100------tr1001.451
89P0059466-102BhsmS------------100--1001.451
89P00595102-140Bs2Str--------trtr100----trtr1001.451
89P00596140-140BCS--------------100--------1001.451
89P00597206-206CS--------------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: 88MI105001( Mason, Michigan )Print Date: Nov 26 2024 11:09PM
Sampled As:SaugatuckSandy, mixed Typic Haplaquods
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  89P0059

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
 
89P005920-41EStr----------tr1005234510.00
89P0059341-66Bs1Str----------tr10054145
89P0059466-102BhsmS--------------1005212456.001.36
89P00595102-140Bs2Str--------trtr10054145
89P00596140-140BCS--------------1005445
89P00597206-206CS--------------1005445

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
 
89P005920-41ES955tr25141123trs94.85.00.23.7
89P0059341-66Bs1S98214947111s98.21.8--4.2
89P0059466-102BhsmS991314948113
89P0059466-102BhsmGPs95.81.42.84.4
89P00595102-140Bs2S991tr2583811s98.91.1tr4.6
89P00596140-140BCS99117523tr1s99.20.8tr4.7
89P00597206-206CS99147520tr1s99.10.9--4.7
NSSC SSL Report Creation