*** 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-023-005 (PLYMOUTH COUNTY, MASSACHUSETTS ) PRINT DATE 10/13/98 SAMPLED AS : HINESBURG ; Sandy over 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 8, SAMPLES 95P 53- 57 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 53S 0- 19 Ap TR 30.2 69.8 14.5 15.7 19.0 27.1 15.9 5.8 2.0 3 4 4 56 11 95P 54S 19- 35 Bw1 1.9 29.9 68.2 11.2 18.7 16.7 25.2 17.7 6.7 1.9 2 6 2 56 12 95P 55S 35- 55 Bw2 0.8 27.4 71.8 10.3 17.1 14.1 26.8 22.4 6.0 2.5 2 3 -- 60 7 95P 56S 55- 84 C 0.6 9.8 89.6 3.0 6.8 8.3 40.9 36.1 3.0 1.3 1 TR -- 81 1 95P 57S 84-180 2C 0.5 94.0 5.5 63.0 31.0 2.4 2.3 0.7 0.1 TR TR -- -- 3 -- --------- ------------------------------------------------------------------------------------------------------------------------- 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- 19 1.28 0.110 87 0.6 0.2 -- 1.29 1.33 0.010 23.4 22.1 3.2 0.23 19- 35 0.29 0.030 0.6 0.1 -- 1.05 0.89 1.21 1.59 0.089 11.4 8.5 1.7 0.08 35- 55 0.24 0.026 0.4 0.1 TR 1.57 1.57 -- 13.3 13.0 1.3 0.18 55- 84 0.08 0.018 0.3 TR TR 0.4 84-180 0.12 0.040 0.4 0.1 TR 1.32 1.33 0.003 34.7 31.1 1.3 0.39 --------- ------------------------------------------------------------------------------------------------------------------------- *** 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-023-005 PRINT DATE 10/13/98 SAMPLED AS : HINESBURG ; Sandy over Loamy, mixed, Nonacid, mesic Typic Udorthent USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 95P 8, SAMPLE 95P 53- 57 -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- 19 0.4 0.2 0.1 0.1 0.8 7.3 1.2 8.1 4.9 2.0 60 10 16 3.9 3.9 19- 35 0.1 TR 0.1 TR 0.2 6.9 0.4 7.1 2.0 0.6 67 3 10 4.3 4.5 35- 55 0.1 TR TR TR 0.1 1.7 0.3 1.8 1.7 0.4 75 6 6 4.4 4.6 55- 84 0.1 TR TR -- 0.1 2.4 TR 2.5 0.7 4 14 4.8 5.1 84-180 0.2 0.1 0.1 -- 0.4 10.7 0.3 11.1 2.1 0.7 43 4 19 TR 4.8 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- 19 0.1 0.1 0.3 19- 35 0.1 0.1 0.3 0.1 35- 55 0.1 0.1 0.4 0.3 55- 84 -- TR 84-180 TR 0.1 0.2 0.2 --------- ------------------------------------------------------------------------------------------------------------------------- ANALYSES: S= ALL ON SIEVED <2mm BASIS |
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