*** Supplementary Characterization Data ***
Pedon ID: 83AK130050( Ketchikan Gateway Borough, Alaska )Print Date: Nov 23 2024 7:30PM

Sampled as on Jul 1, 1983:Plot No. 150 ; Thixotropic Humic Lithic Cryorthod
Revised to correlated:Sarkar ; Loamy, mixed Lithic Humicryods
United States Department of Agriculture
SSL-ProjectCP83AK250   TONGASS NATL FORESTNatural Resources Conservation Service
-Site IDS1983AK130050   Lat: 55° 45' 50.00" north  Long: 133° 13' 30.02" west  MLRA: 168National Soil Survey Center
-Pedon No. 83P0830Soil 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
 
83P042050-15BhsS1009693888579736251382313657524842341.530.3480.003>1000.3
83P0420615-36B/CS100999998978981715734168365595139280.560.2260.00778.30.8

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
 
83P0420315-11OiS------
83P0420411-0OeS------
83P042050-15BhsS38----381512116238151211621.751
83P0420615-36B/CS29----2931610712931610711.671

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---)
8D1
 
83P0420315-11OiS45
83P0420411-0OeS40
83P042050-15BhsS25----251087751918434287.132.77
83P0420615-36B/CS18----1821068227162372712.494.36


*** Supplementary Characterization Data ***
Pedon ID: 83AK130050( Ketchikan Gateway Borough, Alaska )Print Date: Nov 23 2024 7:30PM
Sampled As:Plot No. 150Thixotropic Humic Lithic Cryorthod
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  83P0830

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
 
83P0420315-11OiS3.7
83P0420411-0OeS3.3
83P042050-15BhsS414125302979871214202911l45.644.310.13.6
83P0420615-36B/CS3030274426381011191618194fsl60.635.53.94.4
NSSC SSL Report Creation