| *** Supplementary Characterization Data *** |
| Pedon ID: S1960NJ007002 | ( Camden, New Jersey ) | Print Date: Nov 21 2024 11:32AM |
| Sampled as on Jul 30, 1960: | UNNAMED |
| Revised to : |
| United States Department of Agriculture | ||||
| SSL | - | Project | NL40001 SSIR SAMPLES | Soil Conservation Service |
| - | Site ID | S1960NJ007002 Lat: 39° 48' 16.05" north Long: 75° 1' 28.58" west | Beltsville Soil Survey Laboratory | |
| - | Pedon No. | 40A0305 | Soil Laboratory | |
| - | General Methods 1B1A, 2A1, 2B | Beltsville, Maryland | ||
| Tier 1 | -1- | -2- | -3- | -4- | -5- | -6- | -7- | -8- | -9- | -10- | -11- | -12- | -13- | -14- | -15- | -16- | -17- | -18- | -19- | -20- | -21- | -22- | -23- | -24- | -25- | |||
| (- - - - - - - - - - - - - - - - - - - - - - Engineering PSDA - - - - - - - - - - - - - - - - - - - - -) | (- - - - - Cumulative Curve Fractions - - - - -) (<75mm) | ( Atter- ) | ( Gradation ) | |||||||||||||||||||||||||
| Percentage Passing Sieve | USDA Less Than Diameters (mm) at | berg | Uni- | Cur- | ||||||||||||||||||||||||
| Depth | 3 | 2 | 3/2 | 1 | 3/4 | 3/8 | 4 | 10 | 40 | 200 | 20 | 5 | 2 | 1. | .5 | .25 | .10 | .05 | 60 | 50 | 10 | LL | PI | fmty | vtur | |||
| Layer | (cm) | Horz | Prep | (-------------------Inches-------------------) | (---------Number---------) | (------Microns----) | (---------Millimeter----------) | (-----Percentile---) | (----%----) | CU | CC | |||||||||||||||||
| 40A02241 | 0-25 | Ap | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 95 | 41 | 11 | 8 | 6 | 99 | 96 | 92 | 56 | 18 | 0.11 | 0.089 | 0.014 | 8.0 | 2.5 | ||
| 40A02242 | 25-46 | E | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 95 | 47 | 11 | 7 | 5 | 99 | 96 | 93 | 63 | 20 | 0.09 | 0.081 | 0.013 | 7.5 | 2.9 | ||
| 40A02243 | 46-56 | Bt1 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 96 | 49 | 18 | 14 | 12 | 99 | 96 | 94 | 65 | 25 | 0.09 | 0.077 | 0.001 | 63.3 | 22.1 | ||
| 40A02244 | 56-71 | Bt2 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 96 | 46 | 16 | 13 | 11 | 99 | 97 | 94 | 61 | 23 | 0.10 | 0.081 | 0.002 | 57.9 | 19.4 | ||
| 40A02245 | 71-84 | Bt3 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 97 | 42 | 16 | 13 | 11 | 99 | 98 | 96 | 56 | 22 | 0.11 | 0.089 | 0.002 | 64.9 | 18.9 | ||
| 40A02246 | 84-109 | C1 | S | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 100 | 32 | 7 | 4 | 2 | 100 | 100 | 100 | 49 | 12 | 0.12 | 0.103 | 0.037 | 3.3 | 1.1 | ||
| Tier 2 | -26- | -27- | -28- | -29- | -30- | -31- | -32- | -33- | -34- | -35- | -36- | -37- | -38- | -39- | -40- | -41- | -42- | -43- | -44- | -45- | -46- | -47- | -48- | -49- | -50- | |||||
| (- - - - - - - - - - - - - - - - - - - - - - Weight Fractions - - - - - - - - - - - - - - - - - - - - -) | (- - - - - - - - - - - Weight Per Unit Volume (g cm-3 )- - - - - - - -) | (- - Void - -) | ||||||||||||||||||||||||||||
| Whole Soil (mm) | <75 mm Fraction | Whole Soil | <2 mm Fraction | Ratios | ||||||||||||||||||||||||||
| >2 | 250 | 250 | 75 | 75 | 20 | 5 | 75 | 75 | 20 | 5 | Soil Sur | Engineering | Soil Survey | Engineering | At 33 kPa | |||||||||||||||
| Depth | -UP | -75 | -2 | -20 | -5 | -2 | <2 | -2 | -20 | -5 | -2 | <2 | 33 | Oven | Moist | Satur | 33 | 1500 | Oven | Moist | Satur | Whole | <2 | |||||||
| Layer | (cm) | Horz | Prep | (------------------- % of Whole Soil ------------------) | (--------- % of <75 mm ---------) | kPa | -dry | -ated | kPa | kPa | -dry | -ated | Soil | mm | ||||||||||||||||
| 3B1 | 3B1 | 3B1 | ||||||||||||||||||||||||||||
| 40A02241 | 0-25 | Ap | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.451 | 1.68 | 1.903 | 1.69 | 1.901 | 0.83 | 0.83 | |||||||
| 40A02242 | 25-46 | E | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.451 | 1.62 | 1.903 | 1.62 | 1.901 | 0.83 | 0.83 | |||||||
| 40A02243 | 46-56 | Bt1 | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.451 | 1.65 | 1.903 | 1.66 | 1.901 | 0.83 | 0.83 | |||||||
| 40A02244 | 56-71 | Bt2 | S | 2 | -- | 2 | -- | -- | -- | -- | 98 | -- | -- | -- | -- | 100 | 1.461 | 1.62 | 1.913 | 1.61 | 1.901 | 0.82 | 0.83 | |||||||
| 40A02245 | 71-84 | Bt3 | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.451 | 1.62 | 1.903 | 1.63 | 1.901 | 0.83 | 0.83 | |||||||
| 40A02246 | 84-109 | C1 | S | -- | -- | -- | -- | -- | -- | -- | 100 | -- | -- | -- | -- | 100 | 1.451 | 1.60 | 1.903 | 1.60 | 1.901 | 0.83 | 0.83 | |||||||
| *** Supplementary Characterization Data *** |
| Pedon ID: S1960NJ007002 | ( Camden, New Jersey ) | Print Date: Nov 21 2024 11:32AM |
| Sampled As | : | UNNAMED | |||
| USDA-SCS-Soil Survey Laboratory | ; | Pedon No. 40A0305 | |||
| Tier 3 | -51- | -52- | -53- | -54- | -55- | -56- | -57- | -58- | -59- | -60- | -61- | -62- | -63- | -64- | -65- | -66- | -67- | -68- | -69- | -70- | -71- | -72- | -73- | -74- | -75- | |||
| (- - - - - - - - - - - - - - - - - Volume Fractions - - - - - - - - - - - - - - - -) | C | (- - - - - - - Ratios To Clay - - - - - -) | (- - Linear Extensiblity - -) | (- - WRD - -) | ||||||||||||||||||||||||
| Whole Soil (mm) At 33 kPa | /N | <2 mm Fraction | Whole Soil | <2 mm | Whole | <2 | ||||||||||||||||||||||
| >2 | 250 | 250 | 75 | 75 | 20 | 5 | 2- | .05- | LT | Pores | Rat | Fine | CEC | 1500 | LEP | 33 kPa | to % | Soil | mm | |||||||||
| Depth | -UP | -75 | -2 | -20 | -5 | -2 | <2 | .05 | .002 | .002 | D | F | -io | Clay | Sum | NH4- | kPa | 33 | 1500 | Oven | 1500 | Oven | ||||||
| Layer | (cm) | Horz | Prep | (----------------------------- % of Whole Soil ---------------------------) | Cats | OAC | H2O | kPa | kPa | -dry | kPa | -dry | (---in3/in3---) | |||||||||||||||
| 40A02241 | 0-25 | Ap | S | -- | -- | -- | -- | -- | -- | -- | 100 | 45 | 7 | 4 | 22 | 23 | 9 | 1.05 | 0.52 | 0.19 | ||||||||
| 40A02242 | 25-46 | E | S | -- | -- | -- | -- | -- | -- | -- | 100 | 44 | 8 | 3 | 28 | 17 | 3 | 0.49 | 0.34 | 0.15 | ||||||||
| 40A02243 | 46-56 | Bt1 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 41 | 7 | 6 | 25 | 20 | 0.38 | 0.36 | 0.15 | |||||||||
| 40A02244 | 56-71 | Bt2 | S | 1 | -- | 1 | -- | -- | -- | -- | 99 | 41 | 7 | 6 | 29 | 16 | 0.36 | 0.39 | 0.10 | |||||||||
| 40A02245 | 71-84 | Bt3 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 43 | 6 | 6 | 28 | 17 | 0.34 | 0.38 | 0.12 | |||||||||
| 40A02246 | 84-109 | C1 | S | -- | -- | -- | -- | -- | -- | -- | 100 | 48 | 5 | 1 | 31 | 14 | 0.58 | 0.50 | 0.13 | |||||||||
| Tier 4 | -76- | -77- | -78- | -79- | -80- | -81- | -82- | -83- | -84- | -85- | -86- | -87- | -88- | -89- | -90- | -91- | -92- | -93- | -94- | -95- | -96- | -97- | -98- | |||
| (- - - - - - - - - - - - - - - - - - - Weight Fractions - Clay Free - - - - - - - - - - - - - - - - - -) | Text | PSDA (mm) | pH | Elect. | Part- | |||||||||||||||||||||
| (--------------- Whole Soil ---------------) | (------------------- <2 mm Fraction -------------------) | -ure | Sand | Silt | Clay | Ca | Res- | Con- | -icle | |||||||||||||||||
| >2 | 75 | 20 | 2- | .05- | < | (------------- Sands -------------) | (--- Silts ---) | Cl | by | 2- | .05- | < | Cl2 | ist. | duct | Den- | ||||||||||
| Depth | -20 | -2 | .05 | .002 | .002 | VC | C | M | F | VF | C | F | ay | PSDA | .05 | .002 | .002 | .01M | ohms | dS m-1 | sity | |||||
| Layer | (cm) | Horz | Prep | (- % of >2 mm Sand and Silt -) | (------------------% of Sand and Silt -------------) | <2 mm | (---- % of 2 mm ----) | (-------- <2 mm --------) | g cm-3 | |||||||||||||||||
| 3A1a1a | 3A1a1a | 3A1a1a | 3A1a1a | |||||||||||||||||||||||
| 40A02241 | 0-25 | Ap | S | 87 | 13 | 7 | 1 | 4 | 4 | 38 | 40 | 8 | 5 | 7 | lfs | 81.7 | 11.9 | 6.4 | ||||||||
| 40A02242 | 25-46 | E | S | 84 | 16 | 5 | 1 | 4 | 3 | 31 | 46 | 9 | 7 | 5 | lfs | 80.2 | 15.1 | 4.7 | ||||||||
| 40A02243 | 46-56 | Bt1 | S | 85 | 15 | 13 | 1 | 3 | 3 | 33 | 45 | 9 | 7 | 13 | vfsl | 74.8 | 13.6 | 11.6 | ||||||||
| 40A02244 | 56-71 | Bt2 | S | 2 | 84 | 14 | 12 | 1 | 3 | 3 | 37 | 43 | 8 | 6 | 12 | vfsl | 76.7 | 12.5 | 10.8 | |||||||
| 40A02245 | 71-84 | Bt3 | S | 88 | 12 | 12 | 1 | 2 | 2 | 45 | 38 | 6 | 6 | 12 | fsl | 78.2 | 11.0 | 10.8 | ||||||||
| 40A02246 | 84-109 | C1 | S | 91 | 9 | 2 | tr | tr | 52 | 38 | 5 | 4 | 2 | fs | 88.4 | 9.2 | 2.4 | |||||||||