*** Supplementary Characterization Data ***
Pedon ID: S1976ME031004( York, Maine )Print Date: May 20 2024 5:38AM

Sampled as on Oct 3, 1976:PAXTON
Revised to correlated:Marlow ; Coarse-loamy, mixed, superactive, frigid Typic Dystrochrepts
United States Department of Agriculture
SSL-ProjectNL40001   SSIR SAMPLESSoil Conservation Service
-Site IDS1976ME031004   Lat: 43° 12' 46.87" north  Long: 70° 39' 25.00" west  MLRA: 144BLincoln Soil Survey Laboratory
-Pedon No. 40A1207Soil Laboratory
-General Methods 1B1A, 2A1, 2BLincoln, Nebraska

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
 
40A091725-0O1S100100100100100100100100856428171094868069580.060.0390.00228.94.1
40A091735-0O2S100100100100100100100100856428171094868069580.060.0390.00228.94.1
40A091740-8B1S1009998969593908571483318779726654410.160.0810.00362.30.5
40A091758-20B2S1009998969593908572493317780746754420.150.0780.00355.80.6
40A0917620-35B3S1009998969593908573483317681746753400.160.0850.00356.50.6
40A0917735-69Bx1S1009998969593908570433115579726448350.200.1120.00365.60.5
40A0917869-152Bx2S10099989695939085724837211081746753420.150.0820.00275.10.4

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
3B13B13B1NK4A1h
 
40A091725-0O1S--------------100--------100
40A091735-0O2S--------------100--------100
40A091740-8B1S15----155558515555850.870.931.081.540.780.831.001.492.052.40
40A091758-20B2S15----155558515555851.312
40A0917620-35B3S15----155558515555851.391.401.631.871.281.291.531.800.911.07
40A0917735-69Bx1S15----155558515555851.702
40A0917869-152Bx2S15----155558515555851.761.781.972.101.661.681.892.030.510.60

2The whole-soil bulk density and/or <2 mm saturated bulk density was not measured at 1/3-bar. It was estimated from other properties.


*** Supplementary Characterization Data ***
Pedon ID: S1976ME031004( York, Maine )Print Date: May 20 2024 5:38AM
Sampled As:PAXTON
USDA-SCS-Soil Survey Laboratory;Pedon No.  40A1207

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---)
 
40A091725-0O1S--------------1002326645186.284.07
40A091735-0O2S--------------1002326645186.284.07
40A091740-8B1S5----522295141124621132.601.120.140.14
40A091758-20B2S7----7222932117351151.890.91
40A0917620-35B3S8----833392241832424171.030.700.170.19
40A0917735-69Bx1S10----103339032193361.080.75
40A0917869-152Bx2S10----10333902921613210.610.540.120.13

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
3A1a1a3A1a1a3A1a1a3A1a1aNKNK
 
40A091725-0O1S4753117971212332011l41.948.010.13.5
40A091735-0O2S4753117971212332011l41.948.010.13.5
40A091740-8B1S16161147378798161610349l51.240.48.44.1
40A091758-20B2S16161146387688171611349l50.741.38.04.4
40A0917620-35B3S1616114836759918179348fsl53.139.57.44.9
40A0917735-69Bx1S161611533157101019165326fsl58.835.16.15.2
40A0917869-152Bx2S171711483511599191563613l50.937.711.45.00.05
NSSC SSL Report Creation