*** Supplementary Characterization Data ***
Pedon ID: S08PA049008( Erie, Pennsylvania )Print Date: Nov 23 2024 10:39PM

Sampled as on Jun 22, 2008:Harborcreek (T) ; Sandy-skeletal, mixed, mesic Typic Dystrudept
Revised to correlated:Harborcreek ; Loamy-skeletal, mixed, active, mesic Typic Dystrudepts
United States Department of Agriculture
SSL-ProjectC2009USPA038   Erie Co.Natural Resources Conservation Service
-Site IDS2008PA049008   Lat: 42° 13' 50.88" north  Long: 79° 51' 20.15" west  MLRA: 101National Soil Survey Center
-Pedon No. 09N0221Kellogg 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
 
09N014500-20ApS1009999989889806044321710652463935282.000.8230.005>1000.4
09N0145120-36BwS10097959290684529201485325211715137.495.4890.029>10020.8
09N0145236-60C1S10010010099999488943211544333.473.1162.0221.70.9
09N0145360-130C2S1009998969575542710543215118655.774.1410.39214.72.1
09N01454130-170C3S1009998969594938419654265237660.920.7790.2813.31.2
09N01455170-200C4S100100100999995916522653246277661.661.1480.2746.10.7
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
 
09N014500-20ApS404021820604021820601.7712.103
09N0145120-36BwS71711045162971104516292.1412.333
09N0145236-60C1S9191111799911117992.4712.543
09N0145360-130C2S737354127277354127272.1712.353
09N01454130-170C3S16165298416529841.5711.983
09N01455170-200C4S3535182665351826651.7112.063

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: S08PA049008( Erie, Pennsylvania )Print Date: Nov 23 2024 10:39PM
Sampled As:Harborcreek (T)Sandy-skeletal, mixed, mesic Typic Dystrudept
USDA-NRCS-NSSC-Soil Survey Laboratory;Pedon No.  09N0221
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---)
 
09N014500-20ApS27----27112137321154140.241.640.68
09N0145120-36BwS57----5783613431383150.150.900.50
09N0145236-60C1S86----86110751461180.210.710.56
09N0145360-130C2S59----59433224118310.270.970.57
09N01454130-170C3S10----1031590462160.171.240.83
09N01455170-200C4S22----22151778392160.131.270.80
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
 
09N014500-20ApS43434034246151112912212011sl53.037.29.85.0
09N0145120-36BwS7373631710315181289181913cosl55.633.211.25.0
09N0145236-60C1S929291711471396681113cosl72.216.111.75.6
09N0145360-130C2S747469223248151293587lcos81.212.56.35.6
09N01454130-170C3S161611804223511911143cos92.94.22.95.4
09N01455170-200C4S363635614230313121153cos91.45.63.05.1
NSSC SSL Report Creation