*** Supplementary Characterization Data ***
Pedon ID: 88NC169001( Stokes, North Carolina )Print Date: Nov 23 2024 4:21PM

Sampled as on Apr 29, 1988:Wahee V ; Fine, mixed, thermic Aeric Ochraqualf
Revised to correlated:Hornsboro ; Fine, mixed, semiactive, mesic Aeric Ochraqualfs
United States Department of Agriculture
SSL-ProjectCP88NC162   NORTH CAROLINA 1988 TRIASSIC SOILSNatural Resources Conservation Service
-Site IDS1988NC169001   Lat: 36° 17' 36.01" north  Long: 80° 9' 22.99" west  MLRA: 136National Soil Survey Center
-Pedon No. 88P0668Soil 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
4F14F
 
88P035250-15Ap1S10010010010010010010097906137231596928468530.070.0420.00173.21.5
88P0352615-50Ap2S10010010010010010010099936640251598958772570.060.0340.00164.41.2
88P0352728-56Bt1S1001001001001001001001009570493728100978975630.040.021--382289.60.3
88P0352856-89Bt2S100100100100100100100100957251413499968977660.030.017--422688.30.2
88P0352989-130Bt3S1001001001001001001001009780635346100989484760.010.003--38.50.2
88P03530130-160BtgS1001001001001001001001009567483934100978973610.050.024-->1000.1
88P03531160-218BCgS10010010010010010010099988541312499989588820.030.0250.001301858.81.3
88P03532218-290CgS10010010010010010010099925135262198958156440.120.0710.001>1001.2
88P03533290-3052CS10098979493765839216322312315755.093.2800.14036.31.2
88P03534130-160S10010010010010010010099904223181598947850340.140.1000.001>10010.4
88P03535130-160S1001001001001001001001009677615144100989281710.020.004--52.70.2


*** Supplementary Characterization Data ***
Pedon ID: 88NC169001( Stokes, North Carolina )Print Date: Nov 23 2024 4:21PM
Sampled As:Wahee VFine, mixed, thermic Aeric Ochraqualf
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  88P0668

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
3B13B13B14A1d4A1h
 
88P035250-15Ap1S3----3--tr3973--tr3971.701.761.992.061.671.711.741.962.040.560.59
88P0352615-50Ap2S1----1--tr1991--tr1991.661.701.942.031.651.671.691.932.030.600.61
88P0352728-56Bt1S--------------100--------1001.731.852.042.081.731.771.852.052.080.530.53
88P0352856-89Bt2S--------------100--------1001.521.821.931.951.521.661.821.931.950.740.74
88P0352989-130Bt3Str----------tr100------tr1001.531.811.931.951.531.601.811.931.950.730.73
88P03530130-160BtgS--------------100--------1001.481.801.911.921.481.671.801.911.920.790.79
88P03531160-218BCgS1----1----1991----1991.811.982.122.131.801.871.972.102.120.460.47
88P03532218-290CgS1----1--tr1991--tr1991.461
88P03533290-3052CS61----6173519396173519392.001
88P03534130-160S1----1----1991----1991.461
88P03535130-160Str----------tr100------tr1001.451

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.
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---)
8D14C1
 
88P035250-15Ap1S2----2--tr29828249729120.470.780.490.0900.60.80.160.16
88P0352615-50Ap2S1----1--tr199262610928100.420.740.490.0500.40.40.150.16
88P0352728-56Bt1S--------------10024231843170.540.480.440.0800.80.80.100.10
88P0352856-89Bt2S--------------1002018192410.560.440.440.1803.03.00.180.18
88P0352989-130Bt3Str----------tr1001417272400.560.460.430.1301.51.50.100.10
88P03530130-160BtgS--------------1002215191430.560.530.380.2004.14.10.240.24
88P03531160-218BCgS1----1----1991140171310.500.650.420.1301.31.30.120.12
88P03532218-290CgS1----1--tr199311311450.510.600.41
88P03533290-3052CS46----4652614542621250.690.880.80
88P03534130-160S1----1----19936108450.610.540.40
88P03535130-160Str----------tr100161524450.550.480.46


*** Supplementary Characterization Data ***
Pedon ID: 88NC169001( Stokes, North Carolina )Print Date: Nov 23 2024 4:21PM
Sampled As:Wahee VFine, mixed, thermic Aeric Ochraqualf
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  88P0668

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
 
88P035250-15Ap1S44451451714102018202618l45.139.615.34.8
88P0352615-50Ap2S1114950181491818203018l42.042.415.64.6
88P0352728-56Bt1S51493914112017202939cl36.735.028.34.7
88P0352856-89Bt2S52485114111916212651cl34.431.733.95.3
88P0352989-130Bt3S4555861391915233286c24.329.446.35.9
88P03530130-160BtgS60405113122518202151cl39.526.633.95.8
88P03531160-218BCgS111227732tr14107562232sil16.858.924.36.0
88P03532218-290CgS11170292614173216121827scl55.823.221.06.0
88P03533290-3052CS6262553532232023197445lcos87.47.74.95.4
88P03534130-160S11177221815193419121018fsl66.018.715.35.7
88P03535130-160S514979tr3112116193079c28.727.244.15.8
NSSC SSL Report Creation