WAPANUCKET S91-MA-023-010
*** 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-023-010 (PLYMOUTH COUNTY, MASSACHUSETTS ) PRINT DATE 08/07/02 SAMPLED AS : WINDSOR-SILTY ; MIXED, MESIC TYPIC UDIPSAMMENT REVISED TO : WAPANUCKET ; MIXED, MESIC TYPIC UDIPSAMMENT UNITED STATES DEPARTMENT OF AGRICULTURE SSL - PROJECT 91P 137, (CP91MA185) PLYMOUTH COUNTY NATURAL RESOURCES CONSERVATION SERVICE - PEDON 91P 797, SAMPLES 91P 4671- 4676 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 91P4671S 0- 28 AP 3.6 19.8 76.6 11.7 8.1 8.2 21.1 30.1 13.0 4.2 4 5 -- 71 9 91P4672S 28- 56 BW1 2.4 18.1 79.5 9.2 8.9 6.2 20.0 29.2 15.7 8.4 9 8 -- 78 17 91P4673S 56- 79 BW2 1.2 13.5 85.3 6.1 7.4 3.8 17.4 35.6 19.6 8.9 9 10 -- 85 19 91P4674S 79-122 C 0.8 6.3 92.9 3.1 3.2 7.5 28.9 39.1 13.3 4.1 7 9 -- 88 16 91P4675S 122-147 2C1 0.4 94.6 5.0 65.1 29.5 3.5 0.8 0.5 0.1 0.1 -- -- -- 1 -- 91P4676S 147-241 2C2 0.8 86.7 12.5 51.7 35.0 11.4 1.0 0.1 TR -- -- -- -- 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 6R3b 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- 28 1.34 0.7 0.2 1.56 1.06 3.8 28- 56 0.30 0.5 0.1 0.79 0.79 1.9 56- 79 0.14 0.4 0.1 1.00 0.92 1.1 79-122 0.05 0.3 TR 0.8 122-147 0.08 0.6 0.1 1.3 147-241 0.08 0.6 0.1 1.5 --------- ------------------------------------------------------------------------------------------------------------------------- AVERAGES, DEPTH 25-100: PCT CLAY 2 PCT .1-75MM 83
*** 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-023-010 PRINT DATE 08/07/02 SAMPLED AS : WINDSOR-SILTY ; MIXED, MESIC TYPIC UDIPSAMMENT USDA-NRCS-NSSC-SOIL SURVEY LABORATORY ; PEDON 91P 797, SAMPLE 91P 4671- 4676 -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- 28 7.2 0.4 TR -- 7.6 3.2 10.8 5.6 70 100 6.2 6.5 28- 56 1.4 0.1 TR -- 1.5 1.4 2.9 1.9 52 79 6.0 6.6 56- 79 TR 0.1 -- -- 0.1 1.4 1.5 1.2 7 8 5.9 6.6 79-122 0.2 TR 0.1 -- 0.3 0.6 0.9 0.6 33 50 5.5 6.5 122-147 0.4 0.1 TR -- 0.5 1.9 2.4 1.0 21 50 5.6 6.2 147-241 0.3 0.1 0.1 -- 0.5 1.8 2.3 0.9 22 56 5.6 6.2 --------- ------------------------------------------------------------------------------------------------------------------------- (- -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- 28 0.1 0.2 0.3 0.1 28- 56 0.1 0.2 0.5 0.1 56- 79 TR 0.1 0.2 0.1 79-122 TR 0.1 0.3 0.1 122-147 147-241 --------- ------------------------------------------------------------------------------------------------------------------------- ANALYSES: S= ALL ON SIEVED <2mm BASIS

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