*** Supplementary Characterization Data ***
Pedon ID: S2012MD047003( Worcester, Maryland )Print Date: May 19 2024 1:03PM

Sampled as on Dec 1, 2012:Evesboro ; Mesic, coated Lamellic Quartzipsamments
Revised to correlated on Nov 10, 2013:Evesboro ; Mixed, mesic, uncoated Lamellic Udipsamments
United States Department of Agriculture
SSL-ProjectC2013USMD052   MD Benchmarks 12/12Natural Resources Conservation Service
-Site IDS2012MD047003   Lat: 38° 12' 51.43" north  Long: 75° 31' 21.11" west  MLRA: 153DNational Soil Survey Center
-Pedon No. 13N0566Kellogg 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
 
13N026880-6OeS100100100100100100100100
13N026899-22EAS10010010010010010010010074531tr998637730.350.3010.1113.11.1
13N0269022-51BES100100100100100100100100726421998436840.350.3050.1083.31.1
13N0269151-85E1S10010010010010010010010074431tr998737530.350.3010.1153.01.1
13N0269285-123E2S1001001001001001001001006731tr--988027420.380.3370.1273.01.4
13N02693123-200E&BtS1001001001001001001001007131trtr988530410.360.3210.1233.01.4

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
 
13N026880-6OeS----------100--------100
13N026899-22EAS----------100--------1001.4511.903
13N0269022-51BES----------100--------1001.4511.903
13N0269151-85E1S----------100--------1001.4511.903
13N0269285-123E2S----------100--------1001.4511.903
13N02693123-200E&BtS----------100--------1001.4511.903

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: S2012MD047003( Worcester, Maryland )Print Date: May 19 2024 1:03PM
Sampled As:EvesboroMesic, coated Lamellic Quartzipsamments
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  13N0566

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---)
 
13N026880-6OeS--------------10031
13N026899-22EAS--------------100531tr309.002.25
13N0269022-51BES--------------1005221222.171.00
13N0269151-85E1S--------------100531tr112.801.20
13N0269285-123E2S--------------100541--7
13N02693123-200E&BtS--------------100541tr2.00

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
 
13N026880-6OeS3.1
13N026899-22EAS------973tr1134931312trs96.92.70.43.7
13N0269022-51BES------973111449293121s95.63.21.24.5
13N0269151-85E1S------973111350312tr21s96.82.70.54.6
13N0269285-123E2S21853232tr1--s98.31.7--4.5
13N02693123-200E&BtS------991tr2135526311trs98.71.20.14.5
NSSC SSL Report Creation