***   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   ***                                  
S94MA-023-004                            (PLYMOUTH COUNTY, MASSACHUSETTS                  )                                          
                                                                                                                PRINT DATE 11/03/99  
SAMPLED AS    : AMOSTOWN             ; Coarse-Loamy, mixed, nonacid, mesic Typic Udorthent                                           
REVISED TO    :                      ;                                                                                               
                                                                                            UNITED STATES DEPARTMENT OF AGRICULTURE  
SSL - PROJECT 95P   2, (CP95MA005) PLYMOUTH CO                                              NATURAL RESOURCES CONSERVATION SERVICE   
    - PEDON   95P   7, SAMPLES 95P   47-   52                                               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   
                                                                                                                                     
95P  47S   0- 26   Ap          1.5  29.8  68.7              16.4  13.4  19.8  33.5  10.7   3.6   1.1   1     1    --      50   2     
95P  48S  26- 52   Bw          0.3  34.6  65.1              17.9  16.7  21.5  31.0   9.0   2.8   0.8   1    TR    --      44   1     
95P  49S  52- 74   C1           TR  10.3  89.7               5.4   4.9  25.4  52.2   9.7   2.2   0.2  TR    --    --      64  --     
95P  50S  74- 97   C2           TR  11.7  88.3               7.6   4.1  22.3  50.8  11.1   3.2   0.9   1     1    --      67   2     
95P  51S  97-132  2C1           TR  99.3   0.7              65.7  33.6   0.3   0.3   0.1    --    --  TR     3    --       3   3     
95P  52S 132-188  2C2           TR  99.2   0.8              71.2   2.8   0.5   0.2   0.1    --    --  --    TR    --      TR  --     
                                                                                                                                     
--------- -------------------------------------------------------------------------------------------------------------------------  
            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  6B4a  6S3   6R3c  6C2b  6G7a  6D2a   8D1   8D1  4F1    4F   4A5   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- 26     2.28 0.185   220         0.7   0.3    --  6.53  4.13                    1.38  1.41 0.007        23.6  22.0   6.2  0.22   
 26- 52     0.49 0.066   151         0.5   0.2    --                                1.48  1.58 0.022        25.0  23.5   3.0  0.30   
 52- 74     0.09 0.021               0.1   0.1    --                                1.67  1.75 0.016         8.9   8.2   0.9  0.12   
 74- 97     0.09 0.013               0.4   0.1    --                                1.60  1.61 0.002        15.2  13.7   0.7  0.21   
 97-132     0.28 0.022               0.3   0.1    --                                1.54  1.54    --        29.0  27.7   1.2  0.40   
132-188     0.10                     0.3   0.1    TR                                                                     0.8         
                                                                                                                                     
--------- -------------------------------------------------------------------------------------------------------------------------  

***   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   ***                                  
                                                                                                                                     
                                                                                                                                     
S94MA-023-004                                                                                                   PRINT DATE 11/03/99  
SAMPLED AS    : AMOSTOWN              ; Coarse-Loamy, mixed, nonacid, mesic Typic Udorthent                                          
USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 95P   7, SAMPLE 95P   47-   52                                                         
                                                                                                                                     
            -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  6G9d  5A3a  5A8c  5A3b   5G1   5C3   5C1  6E1g  8E1          8I         8C1f  8C1f   
            <- - - - - - - - - - - -MEQ / 100 G - - - - - - - - - - ->  <- - - - -PCT - - - ->                           1:2  1:1    
                                                                                                                                     
  0- 26      7.5   0.4   0.1    TR   8.0   7.4    --  15.4   9.8                52    82                                 5.7   5.9   
 26- 52      1.2   0.1   0.1    TR   1.4   4.1    TR   5.5   3.8                25    37                                 5.5   6.0   
 52- 74      0.3    TR    TR    --   0.3   1.0    --   1.3   0.8                23    37                                 5.5   6.2   
 74- 97      0.3    TR    TR    --   0.3   1.0    --   1.3   0.6                23    50                                 5.5   6.2   
 97-132            0.1    TR    --         1.2    TR         1.4                      29     1                           5.4   6.0   
132-188      0.2   0.1   0.1    TR   0.4   1.5   0.1   1.9   1.2   0.5    20    21    33    TR                           5.1   5.6   
                                                                                                                                     
--------- -------------------------------------------------------------------------------------------------------------------------  
           (- -NA PYROPHOSPHATE EXTRACTABLE- -)(-  -)                                                                                
                                                INDEX                                                                                
              C    FE    AL  FE+AL FE+AL  AL+C   OF                                                                                  
 DEPTH                       (- -DIVIDED BY- -) ACCUM                                                                                
  (CM)      6A4a  6C8a  6G10  DI-CI PCT   PCT                                                                                        
           <- PCT OF <2MM ->  FE+AL CLAY  CLAY                                                                                       
                                                                                                                                     
  0- 26            0.3   0.2   0.5   0.3         198                                                                                 
 26- 52            0.2   0.2   0.6   1.3         139                                                                                 
 52- 74            0.1   0.1   1.0                                                                                                   
 74- 97            0.1    TR   0.2                                                                                                   
 97-132             TR   0.1   0.3                                                                                                   
132-188             TR   0.1   0.3                                                                                                   
                                                                                                                                     
--------- -------------------------------------------------------------------------------------------------------------------------  
                                                                                                                                     
                                                                                                                                     
        ANALYSES:  S= ALL ON SIEVED <2mm BASIS                                                                                       

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