***   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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