***   P R I M A R Y   C H A R A C T E R I Z A T I O N   D A T A   ***                                  
S91MA-023-009                            (PLYMOUTH COUNTY, MASSACHUSETTS                  )                                          
                                                                                                                PRINT DATE 10/13/98  
SAMPLED AS    : SCIO                 ; COARSE-SILTY, MIXED, MESIC AQUIC DYSTROCHREPT                                                 
REVISED TO    :                      ; COARSE-SILTY, MIXED, MESIC AQUIC DYSTROCHREPT                                                 
                                                                                            UNITED STATES DEPARTMENT OF AGRICULTURE  
SSL - PROJECT 91P 137, (CP91MA185) PLYMOUTH CO                                              NATURAL RESOURCES CONSERVATION SERVICE   
    - PEDON   91P 796, SAMPLES 91P 4662- 4670                                               NATIONAL SOIL SURVEY CENTER              
    - GENERAL METHODS  1B1A, 2A1, 2B                                                        SOIL SURVEY LABORATORY                   
                                                                                            LINCOLN, NEBRASKA 68508-3866             
                                                                                                                                     
            -1--  -2--  -3--  -4--  -5--  -6--  -7--  -8--  -9--  -10-  -11-  -12-  -13-  -14-  -15-  -16-  -17-  -18-  -19-  -20-   
                                                                                                                                     
--------- -------------------------------------------------------------------------------------------------------------------------  
                             (- - -TOTAL - - -)(- -CLAY- -)(- -SILT- -)(- - - -  - -SAND- -  - - - -)(-COARSE FRACTIONS(MM)-)(2MM)  
                              CLAY  SILT  SAND  FINE   CO3  FINE COARSE  VF     F     M     C    VC   - - - - WEIGHT - - - -   WT    
SAMPLE     DEPTH   HORIZON     LT   .002  .05    LT    LT   .002  .02   .05   .10   .25    .5     1    2    5     20     .1- PCT OF  
  NO.      (CM)               .002  -.05   -2  .0002  .002  -.02  -.05  -.10  -.25  -.50   -1     -2   -5   -20   -75    75  WHOLE   
                              <- PCT OF><2MM  (3A1) - - - - - - - - - - - - -  <- PCT OF><75MM(3B1)-  SOIL   
                                                                                                                                     
91P4662H   0-  4   OE                                                                                 --    --    --V         --     
91P4663S   4- 10   AP1         3.3  43.7  53.0              24.1  19.6  25.2  15.1   8.9   3.2   0.6  TR    TR     2V     29   2     
91P4664S  10- 28   AP2         3.3  43.7  53.0              22.8  20.9  22.4  15.4   8.9   4.2   2.1   2     3     4V     37   9     
91P4665S  28- 41   BW1         0.3  49.5  50.2              23.2  26.3  35.0   9.4   3.4   1.6   0.8   1     1     2V     19   4     
91P4666S  41- 60   BW2         0.6  52.5  46.9              29.5  23.0  37.8   4.2   2.6   1.3   1.0   1     1     2V     13   4     
91P4667S  60- 79   BC          1.8  47.4  50.8              23.0  24.4  42.0   6.0   1.8   0.5   0.5  TR     1    --      10   1     
91P4668S  79- 95   CG1         3.5  67.9  28.6              48.6  19.3  23.8   3.5   0.9   0.3   0.1  --    --    --       5  --     
91P4669S  95-160   CG2         2.2  56.8  41.0              32.7  24.1  36.0   3.9   0.8   0.3    --  --    --    --       5  --     
91P4670S 160-185   CG3         5.2  88.4   6.4              71.0  17.4   5.0   0.9   0.3   0.2    --   1    TR    --       2   1     
                                                                                                                                     
--------- -------------------------------------------------------------------------------------------------------------------------  
            ORGN TOTAL  EXTR TOTAL (- - DITH-CIT - -)(RATIO/CLAY)(ATTERBERG )(- BULK DENSITY -) COLE (- - -WATER CONTENT - -)  WRD   
             C     N      P    S       EXTRACTABLE           15   - LIMITS -  FIELD  1/3  OVEN WHOLE FIELD  1/10   1/3   15  WHOLE   
 DEPTH                               FE    AL    MN    CEC   BAR   LL    PI   MOIST  BAR  DRY   SOIL MOIST   BAR   BAR   BAR  SOIL   
  (CM)      6A1c  6B3a  6S3   6R3a  6C2b  6G7a  6D2a   8D1   8D1  4F1    4F   4A3a  4A1d  4A1h  4D1   4B4   4B1c  4B1c  4B2a  4C1    
            PCT   <2MM   PPM <- PERCENT OF><2MM --             PCT <0.4MM  <- G/CC> CM/CM  <- PCT OF><2MM - - CM/CM   
                                                                                                                                     
  0-  4     24.4                                                                                                        23.3         
  4- 10     4.70                                      5.33  1.48          NP        1.09  1.14 0.015              21.5   4.9  0.18   
 10- 28     1.70                                      2.73  2.36                    1.37  1.37    --              22.1   7.8  0.19   
 28- 41     0.50                                                                                                         2.7         
 41- 60     0.37                                                          NP        1.51  1.51    --              17.5   2.7  0.22   
 60- 79     0.23                                      1.44  1.22                                                         2.2         
 79- 95     0.11                                      0.97  0.77                    1.66  1.66    --              21.0   2.7  0.30   
 95-160     0.06                                      1.00  0.91          NP                                             2.0         
160-185     0.10                                      0.71  0.65                                                         3.4         
                                                                                                                                     
--------- -------------------------------------------------------------------------------------------------------------------------  
                                                                                                                                     
        AVERAGES,   DEPTH  25-100:  PCT CLAY    2  PCT  .1-75MM    12                                                                

                                                                                                                                 
                              ***   P R I M A R Y   C H A R A C T E R I Z A T I O N   D A T A   ***                                  
                                                                                                                                     
                                                                                                                                     
S91MA-023-009                                                                                                   PRINT DATE 10/13/98  
SAMPLED AS    : SCIO                  ; COARSE-SILTY, MIXED, MESIC AQUIC DYSTROCHREPT                                                
USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 91P 796, SAMPLE 91P 4662- 4670                                                         
                                                                                                                                     
            -1--  -2--  -3--  -4--  -5--  -6--  -7--  -8--  -9--  -10-  -11-  -12-  -13-  -14-  -15-  -16-  -17-  -18-  -19-  -20-   
                                                                                                                                     
--------- -------------------------------------------------------------------------------------------------------------------------  
           (- NH4OAC EXTRACTABLE BASES -) ACID- EXTR (- - - -CEC - - -)  AL   -BASE SAT- CO3 AS RES.        COND.(- - - -PH - - -)   
             CA    MG    NA     K   SUM    ITY   AL   SUM   NH4-  BASES  SAT   SUM   NH4  CACO3 OHMS        MMHOS      CACL2  H2O    
 DEPTH      5B5a  5B5a  5B5a  5B5a BASES              CATS   OAC  + AL               OAC  <2MM   /CM         /CM        .01M         
  (CM)      6N2e  6O2d  6P2b  6Q2b        6H5a  6G9c  5A3a  5A8b  5A3b   5G1   5C3   5C1  6E1g  8E1          8I         8C1f  8C1f   
            <- MEQ / 100 G>  <- PCT>                           1:2  1:1    
                                                                                                                                     
  0-  4      5.4   1.8   0.2   0.4   7.8  65.2   3.2  73.0   5.1  11.0    29    11   100                                 3.3   3.6   
  4- 10      0.6   0.2   0.1    --   0.9  30.0   4.9  30.9  17.6   5.8    84     3     5                                 3.6   3.8   
 10- 28      0.2    TR    TR    --   0.2  15.0   2.0  15.2   9.0   2.2    91     1     2                                 4.3   4.4   
 28- 41      0.1    --   0.1    --   0.2   6.6   0.9   6.8   3.7   1.1    82     3     5                                 4.6   4.7   
 41- 60       TR    TR   0.1    TR   0.1   5.9   0.8   6.0   3.6   0.9    89     2     3                                 4.6   4.7   
 60- 79       TR    TR    TR    --    TR   4.4   0.4   4.4   2.6   0.4   100    TR     1                                 4.6   4.7   
 79- 95      0.2   0.1   0.1    --   0.4   3.5   0.6   3.9   3.4   1.0    60    10    12                                 4.5   4.8   
 95-160      0.4   0.2   0.1    --   0.7   2.9   0.5   3.6   2.2   1.2    42    19    32                                 4.6   5.0   
160-185      0.5   0.6    --   0.2   1.3   3.7   0.5   5.0   3.7   1.8    28    26    35                                 4.6   5.3   
                                                                                                                                     
--------- -------------------------------------------------------------------------------------------------------------------------  
                                                                                                                                     
                                                                                                                                     
        ANALYSES:  H= HISTOSOL ANALYSES ON 80 MESH SAMPS= ALL ON SIEVED <2mm BASIS         V= 75-20mm FROM VOLUME ESTIMATES          
                                                                                                                                     

 


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