*** Supplementary Characterization Data ***
Pedon ID: 97VA017001( Bath, Virginia )Print Date: Nov 11 2024 11:39PM

Sampled as on Oct 13, 1997:MAURERTOWN ; Typic Endoaqualfs
Revised to :
United States Department of Agriculture
SSL-ProjectCP98VA066   BATH AND ROCKBRIDGE COUNTYNatural Resources Conservation Service
-Site IDS1997VA017001   National Soil Survey Center
-Pedon No. 98P0281Soil 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
 
98P017050-20ApS10010010010010010010010010097906752100100999896--0.002--10.40.6
98P0170620-41Btg1S1001001001001001001001001009883584210010010099960.010.003--15.80.6
98P0170741-66Btg2S100100100100100100100100100968761451001009998950.010.003--13.90.6
98P0170866-81Btg3S10010010010010010010010099817051381001009583780.010.005--26.60.4
98P0170981-112Btg4S10010010010010010010010097584232241001008962520.090.0410.001>1000.4
98P01710112-150Btg5S10010010010010010010010096402822181001008444350.150.1150.001>1005.8
98P01711150-165Btg6S100100100100100989593845034251993897154450.140.0740.001>1001.2

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
 
98P017050-20ApS--------------100--------1001.451
98P0170620-41Btg1S--------------100--------1001.451
98P0170741-66Btg2S--------------100--------1001.451
98P0170866-81Btg3S--------------100--------1001.451
98P0170981-112Btg4S--------------100--------1001.451
98P01710112-150Btg5S--------------100--------1001.451
98P01711150-165Btg6S7----7--52937--52931.501
98P01712142-150S--2tr

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: 97VA017001( Bath, Virginia )Print Date: Nov 11 2024 11:39PM
Sampled As:MAURERTOWNTypic Endoaqualfs
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  98P0281

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
 
98P017050-20ApS--------------10022428450.390.740.61
98P0170620-41Btg1S--------------10023023450.320.520.44
98P0170741-66Btg2S--------------10032824450.330.530.44
98P0170866-81Btg3S--------------100122221450.290.490.42
98P0170981-112Btg4S--------------100261513450.350.450.45
98P01710112-150Btg5S--------------100361010450.360.500.49
98P01711150-165Btg6S4----4--3196271411430.350.460.52

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
 
98P017050-20ApS892109tr1341378109sic4.043.952.15.6
98P0170620-41Btg1S69472tr114227172sic3.754.541.85.8
98P0170741-66Btg2S99181trtr135157681sic5.050.444.66.5
98P0170866-81Btg3S366461tr8198135261cl22.139.938.06.9
98P0170981-112Btg4S6337321143513132432scl47.827.924.37.0
98P01710112-150Btg5S792121tr20481181321fsl65.017.517.56.9
98P01711150-165Btg6S99960322415232412142026scl51.827.720.57.0
98P01712142-150S6.9
NSSC SSL Report Creation