***   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   ***                                  
S93MA-023-003                            (PLYMOUTH COUNTY, MASSACHUSETTS                  )                                          
                                                                                                                PRINT DATE 10/05/98  
SAMPLED AS    : BIRCHWOOD            ; SANDY OVER LOAMY, MIXED, NONACID MESIC AQUIC UDORTHENT                                        
REVISED TO    :                      ;                                                                                               
                                                                                            UNITED STATES DEPARTMENT OF AGRICULTURE  
SSL - PROJECT 93P 122, (CP93MA192) PLYMOUTH CO.                                             NATURAL RESOURCES CONSERVATION SERVICE   
    - PEDON   93P 706, SAMPLES 93P 4885- 4893                                               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   
                                                                                                                                     
93P4885S   0-  3   OI                                                                                 --    --    --          --     
93P4886A   3-  9   OE                                                                                 --    --    --          --     
93P4887S  11- 21   AP          0.2  19.8  80.0               8.9  10.9   7.2  27.1  31.6  11.7   2.4   1    TR    --      73   1     
93P4888S  21- 32   BS          1.7  17.4  80.9               7.9   9.5   6.5  26.3  33.1  13.0   2.0   1     1    --      75   2     
93P4889S  32- 49   BW1         2.2  16.6  81.2               7.3   9.3   6.4  28.4  32.5  11.5   2.4   2     2    --      76   4     
93P4890S  49- 73   BW2         2.6  14.7  82.7               5.5   9.2   7.3  30.3  30.6  11.2   3.3   6     2    --      77   8     
93P4891S  73-102   BC           TR  10.4  89.6               4.8   5.6   8.9  34.5  30.2  11.3   4.7   8     2    --      83  10     
93P4892S 102-140  2CD1         0.2  31.3  68.5              15.9  15.4  12.4  19.3  16.9  11.5   8.4  12    18     2      70  32     
93P4893S 140-190  2CD2         0.1  31.3  68.6              15.7  15.6  12.7  20.3  16.0  11.0   8.6  11    13     6      69  30     
                                                                                                                                     
--------- -------------------------------------------------------------------------------------------------------------------------  
            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   6R3b  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-  3     51.5 2.031   121                                                                                            99.0         
  3-  9     50.0 2.128    62                                                                                            69.9         
 11- 21     3.54 0.186    11                                                        1.10  1.14 0.012              12.5   7.5  0.05   
 21- 32     1.95 0.125     7         1.0   0.3    --  4.71  2.76                    1.26  1.28 0.005              11.7   4.7  0.09   
 32- 49     0.84 0.073    13         0.7   0.3    --  1.55  1.64                    1.36  1.40 0.010              12.5   3.6  0.12   
 49- 73     0.19 0.036     4         0.8    TR    --  0.62  0.96                    1.68  1.68    --               5.5   2.5  0.05   
 73-102     0.11 0.021    24         0.5   0.2    --                                1.65  1.61    --               4.5   1.9  0.04   
102-140     0.05                                                                    2.02  2.01    --               6.0   0.8  0.08   
140-190     0.03                                                                    1.93  1.91    --               7.8   0.9  0.10   
                                                                                                                                     
--------- -------------------------------------------------------------------------------------------------------------------------  

                                                                                                                                 
                              ***   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   ***                                  
                                                                                                                                     
                                                                                                                                     
S93MA-023-003                                                                                                   PRINT DATE 10/05/98  
SAMPLED AS    : BIRCHWOOD             ; SANDY OVER LOAMY, MIXED, NONACID MESIC AQUIC UDORTHENT                                       
USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 93P 706, SAMPLE 93P 4885- 4893                                                         
                                                                                                                                     
            -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-  3                                                                                                                  4.1   4.8   
  3-  9      4.3   3.5   1.0   1.4  10.2 102.0   1.9 112.2 101.7  12.1    16     9    10                                 3.1   4.1   
 11- 21      0.1   0.2   0.1   0.1   0.5  19.2   2.4  19.7  13.2   2.9    83     3     4                                 3.6   3.9   
 21- 32       --   0.1   0.1   0.1   0.3  16.1   2.8  16.4   8.0   3.1    90     2     4                                 4.2   4.1   
 32- 49       --    --    TR    --    TR   8.9   1.2   8.9   3.4   1.2   100    TR     1                                 4.5   4.5   
 49- 73       --    --   0.1    --   0.1   3.2   0.7   3.3   1.6   0.8    88     3     6                                 4.5   4.6   
 73-102       --    --    TR    --    TR  11.5   0.3  11.5   1.0   0.3   100    TR     2                                 4.8   4.8   
102-140       --    TR    TR    --    TR   1.3   0.1   1.3   0.8   0.1   100     2     2                                 4.9   4.8   
140-190       --    TR    TR    TR    TR   1.9   0.1   1.9   0.7   0.1   100     1     3                                 4.9   4.8   
                                                                                                                                     
--------- -------------------------------------------------------------------------------------------------------------------------  
           (- -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-  3                                                                                                                              
  3-  9                                                                                                                              
 11- 21                                                                                                                              
 21- 32            0.5   0.4   0.7   0.5         171                                                                                 
 32- 49            0.2   0.3   0.5   0.2         134                                                                                 
 49- 73            0.2   0.2   0.5   0.2          48                                                                                 
 73-102            0.1   0.1   0.3                                                                                                   
102-140                                                                                                                              
140-190                                                                                                                              
                                                                                                                                     
--------- -------------------------------------------------------------------------------------------------------------------------  
                                                                                                                                     
                                                                                                                                     
        ANALYSES:  S= ALL ON SIEVED <2mm BASIS                                                                                       

                                                                                                                                 
                              ***   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-023-003                            (PLYMOUTH COUNTY, MASSACHUSETTS                  )                                          
                                                                                                                PRINT DATE 10/05/98  
SAMPLED AS    : BIRCHWOOD            ; Sandy over Loamy, mixed Nonacid, mesic Aquic Udorthent                                        
REVISED TO    :                      ;                                                                                               
                                                                                            UNITED STATES DEPARTMENT OF AGRICULTURE  
SSL - PROJECT 95P   2, (CP95MA005) PLYMOUTH CO                                              NATURAL RESOURCES CONSERVATION SERVICE   
    - PEDON   95P   6, SAMPLES 95P   32-   46                                               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  32H   0-  1   L                                                                                  --    --    --          --     
95P  33H   1-  3   Oi                                                                                 --    --    --          --     
95P  34H   3-  5   Oe                                                                                 --    --    --          --     
95P  35H   5-  6   Oa                                                                                 --    --    --          --     
95P  36S   6- 11   A            TR  16.9  83.1              11.4   5.5   8.7  24.0  25.4  16.4   8.6  --    --    --      74  --     
95P  37S  11- 13   Ea           TR  18.7  81.3              11.3   7.4  12.3  33.2  25.2   8.7   1.9  --    --    --      69  --     
95P  38S  13- 19   Bhs         1.9  21.3  76.8              11.5   9.8  14.2  30.5  22.5   8.1   1.5  --    --    --      63  --     
95P  39S  19- 40   Bw1         2.2  20.5  77.3              10.5  10.0  13.9  30.5  22.6   8.0   2.3   1    --    --      64   1     
95P  40S  40- 65   Bw2          TR  11.1  88.9               6.2   4.9  10.3  33.0  30.5  10.9   4.2   2    TR    --      79  10     
95P  41S  65-103   Bw3          TR   4.2  95.8               4.2    TR   8.2  36.4  31.5  15.5   4.6   1    TR    --      88   8     
95P  42S 103-132   C            TR   4.6  95.4               4.6    TR  12.8  46.2  23.5   8.4   5.1   3     2     2      84  22     
95P  43S 132-180  2Cd          0.4  45.8  53.8              31.0  14.8  10.8  16.1  12.2   7.9   6.8  10    17    --      58  36     
                                                                                                                                     
--------- -------------------------------------------------------------------------------------------------------------------------  
            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-  1     58.0 1.375   235   0.1                                                                                      96.6         
  1-  3     56.6 2.538   469   0.3                                                                                     100.0         
  3-  5     52.2 1.937   203   0.2                                                                                      98.9         
  5-  6     48.4 1.613    84   0.2                                                                                      79.4         
  6- 11     29.5 0.886    34   0.1   0.2   0.1    --                                                                    61.5         
 11- 13     4.35 0.155               0.3   0.1    --                                                                     9.1         
 13- 19     2.26 0.100               1.2   0.2    --  2.21  3.89                                                         6.1         
 19- 40     0.91 0.052               1.1   0.4    --  1.82  2.23                    1.16  1.18 0.006         9.5   9.1   3.5  0.05   
 40- 65     0.12 0.013               0.7   0.1    --                                1.66  1.70 0.007         9.1   8.3   1.2  0.11   
 65-103     0.05 0.014               0.3    TR    --                                1.86  1.86    --         4.8   4.5   0.4  0.07   
103-132     0.04                     0.3    TR    --                                                                     0.4         
132-180     0.04                     0.3   0.1    TR                                2.10  2.19 0.010         9.1   8.5   1.2  0.10   
                                                                                                                                     
--------- -------------------------------------------------------------------------------------------------------------------------  

                                                                                                                                 
                              ***   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-023-003                                                                                                   PRINT DATE 10/05/98  
SAMPLED AS    : BIRCHWOOD             ; Sandy over Loamy, mixed Nonacid, mesic Aquic Udorthent                                       
USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 95P   6, SAMPLE 95P   32-   46                                                         
                                                                                                                                     
            -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-  1     17.1   8.3   0.9   4.3  30.6  60.0   0.2  90.6  66.2  30.8     1    34    46                                 3.7   4.1   
  1-  3     31.6   8.7   0.8   3.6  44.7  68.6   0.1 113.3  94.2  44.8    TR    39    47                                 4.1   4.3   
  3-  5     15.2   5.8   0.8   1.7  23.5  76.5   0.2 100.0 106.3  23.7     1    23    22                                 3.7   4.2   
  5-  6      4.1   2.5   0.2   0.4   7.2  66.4   0.5  73.6  43.5   7.7     6    10    17                                 3.3   4.2   
  6- 11      1.2   1.1   0.2   0.4   2.9  56.6   0.8  59.5  28.0   3.7    22     5    10    TR                           3.1   3.8   
 11- 13      0.5   0.5   0.1   0.1   1.2  85.0   2.2  86.2  14.9   3.4    65     1     8                                 3.0   3.6   
 13- 19      0.2    TR   0.2    TR   0.4  16.9   3.8  17.3   4.2   4.2    90     2    10                                 3.4   3.7   
 19- 40      0.2    --   0.2    TR   0.4   8.5   1.5   8.9   4.0   1.9    79     4    10    --                           4.3   4.3   
 40- 65      0.2    --   0.2    TR   0.4   1.6   0.4   2.0   1.0   0.8    50    20    40                                 4.4   4.7   
 65-103      0.1    --    TR    --   0.1   0.3   0.1   0.4   0.4   0.2    50    25    25                                 4.7   4.9   
103-132      0.1    TR    TR    --   0.1   0.7   0.1   0.8   0.5   0.2    50    12    20                                 4.8   5.0   
132-180      0.1    --    TR    TR   0.1   2.1   0.2   2.2   1.7   0.3    67     5     6    --                           4.9   5.0   
                                                                                                                                     
--------- -------------------------------------------------------------------------------------------------------------------------  
           (- -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-  1                                                                                                                              
  1-  3                                                                                                                              
  3-  5                                                                                                                              
  5-  6                                                                                                                              
  6- 11            0.1   0.1   0.7                                                                                                   
 11- 13            0.1   0.1   0.5                                                                                                   
 13- 19            0.7   0.2   0.6   0.5          98                                                                                 
 19- 40            0.4   0.3   0.5   0.3         166                                                                                 
 40- 65            0.1   0.1   0.3                                                                                                   
 65-103             TR    TR                                                                                                         
103-132             TR    TR                                                                                                         
132-180             --    TR                                                                                                         
                                                                                                                                     
--------- -------------------------------------------------------------------------------------------------------------------------  
                                                                                                                                     
                                                                                                                                     
        ANALYSES:  H= HISTOSOL ANALYSES ON 80 MESH SAMPS= ALL ON SIEVED <2mm BASIS                                                   

                                                                                                                                 
                              ***   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-023-003                            (PLYMOUTH COUNTY, MASSACHUSETTS                  )                                          
                                                                                                                PRINT DATE 10/05/98  
SAMPLED AS    : BIRCHWOOD            ; Sandy over Loamy, mixed Nonacid, mesic Aquic Udorthent                                        
REVISED TO    :                      ;                                                                                               
                                                                                            UNITED STATES DEPARTMENT OF AGRICULTURE  
SSL - PROJECT 95P   2, (CP95MA005) PLYMOUTH CO                                              NATURAL RESOURCES CONSERVATION SERVICE   
    - PEDON   95P   6, SAMPLES 95P   32-   46                                               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  44S  65-103   Bw3 CLODS                                                                          --    --    --          --     
95P  45S   0-  0   Oi                                                                                 --    --    --          --     
95P  46S   0-  0   Oa                                                                                 --    --    --          --     
                                                                                                                                     
--------- -------------------------------------------------------------------------------------------------------------------------  
            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   
                                                                                                                                     
 65-103                                                                             1.73  1.95 0.041        15.4  14.6               
  0-  0     52.3 1.541   175   0.1                                                                                     129.0         
  0-  0     48.7 1.452    67   0.2                                                                                      51.4         
                                                                                                                                     
--------- -------------------------------------------------------------------------------------------------------------------------  

                                                                                                                                 
                              ***   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-023-003                                                                                                   PRINT DATE 10/05/98  
SAMPLED AS    : BIRCHWOOD             ; Sandy over Loamy, mixed Nonacid, mesic Aquic Udorthent                                       
USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 95P   6, SAMPLE 95P   32-   46                                                         
                                                                                                                                     
            -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    
                                                                                                                                     
 65-103                                                                                                                              
  0-  0                                                                                                                              
  0-  0                                                                                                                              
                                                                                                                                     
--------- -------------------------------------------------------------------------------------------------------------------------  
                                                                                                                                     
                                                                                                                                     
        ANALYSES:  S= ALL ON SIEVED <2mm BASIS                                                                                       

                                                                                                                                 
                              ***   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   ***                                  
S56NH-017-001                            (STRAFFORD COUNTY, NEW HAMPSHIRE                 )                                          
                                                                                                                PRINT DATE 10/05/98  
SAMPLED AS    : BIRCHWOOD            ;                                                                                               
REVISED TO    : SCITUATE             ; COARSE-LOAMY, MIXED, MESIC, SHALLOW AQUIC DYSTROCHREPT                                        
                                                                                            UNITED STATES DEPARTMENT OF AGRICULTURE  
SSL - PROJECT 40A   1, (NL40  

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