LOG OF TEST PIT NUMBER - ${hole_number_and_depth} |
|
OWNER: ${owner} | SURFACE / HOLE TOP ELEVATION: ${surface_elevation_feet} FLOOD PRONE AREA: ${flood_prone_areas} | COUNTY: ${county} |
PRACTICE: ${practice} | PERCHED WATERTABLE ELEVATION: ${perched_water_table_elevation_f} TOP OF PERCHING LAYER ELEVATION: ${top_of_low_permeability_perchin} | LAT/LONG: ${lat_long}, ${type_in_latitude_longitude | appearance:"multiline"} |
EQUIPMENT: ${equipment} | SEASONAL HIGH WATER TABLE ELEV. : ${seasonal_high_water_table_eleva} WETLANDS NEAR SITE: ${wetlands_near_the_site} | LANDSCAPE POSITION: ${landscape_position} SOIL MAP UNIT: ${soil_map_unit} |
LOGGED BY: ${logged_by} | OBSERVED SUBSURFACE SATURATION ELEV. :${observed_significant_subsurface} OBSERVED “FREE” WATER ELEVATION: ${observed_free_water_elevation_f} | NATIONAL MAP BEDROCK: ${national_bedrock_geology} BEDROCK ENCOUNTERED: ${predominate_bedrock_type_encoun} |
DATE: ${date_and_time} | TOP OF WEATHERED BEDROCK ELEVATION: ${top_of_weathered_bedrock_elevat} TOP OF COMPETENT BEDROCK ELEVATION: ${depth_to_competent_bedrock_feet} | KARST TYPE - NATIONAL MAP: ${united_states_karst_map} KARST FEATURES WITHIN 1000 FT: ${are_there_karst_features_sinkho} |
DEPTH | USCS | GRADATION | PLASTICITY | MUNSELL COLOR AND % | MOISTURE | STRUCTURE | GEOLOGY | ADDITIONAL COMMENTS | SAMPLES |
FROM | TO | SYMBOL | GROUP NAME | % B | % C | % G | % S | % FINE | Non, Slightly, Low, Medium, High. | MATRIX | REDOX. | Dry, Slightly Moist, Moist, Very Moist, Wet. | Stratified, Laminated, Fissured, Slicken-sided, Blocky, Pris- matic, Lensed, Massive. | Alluvium, Slope Alluvium, Colluvium, Glacial Till, Glacial Lake Sediment, Outwash, Residuum, Loess, Bedrock. | Dilatancy: None, Slow, Rapid; Odor (mention if unusual); Consistency (Mention if very soft or soft in wet condition); Location of Seepage and Other Items such as caving or sloughing of pit and how the water enters the pit; Description of lenses and / or mixed materials encountered. | FROM | TO | # |
(FT.) | (FT.) | (i.e-ML) | (i.e.-Silt w/Sand) | >12" | 3"-12" | 3"-1/4" | 1/4"-#200 | <#200 | (90% 10YR 4/4) | (10% 10YR 5/2) | (FT) | (FT) |
${beginning_depth_of_layer_1_in_f} | ${ending_depth_of_layer_1_in_feet} | ${layer_1_unified_soil_classifica} | ${layer_1_full_uscs_group_name_wi} | ${layer_1_boulders} | ${layer_1_cobbles} | ${layer_1_gravel} | ${layer_1_sand} | ${layer_1_fines_200_sieve} | ${plasticity_pi_of_layer_1} | ${layer_1_matrix_color_percent_of}% ${field_129} | ${layer_1_concentrated_redoximorp} ${field_75}% ${layer_1_reduced_redoximorphic_f}% ${field_78} | ${layer_1_moisture_estimate} | ${layer_1_soil_structure} | ${geology_of_layer_1} | ${field_10 | appearance:"multiline"} | ${layer_1_sample_is_taken_from} | ${layer_1_sample_is_taken_to} | ${layer_1_sample_name} |
${beginning_depth_of_layer_2_in_f} | ${ending_depth_of_layer_2_in_feet} | ${layer_2_unified_soil_classifica} | ${layer_2_full_uscs_group_name_wi} | ${layer_2_boulders} | ${layer_2_cobbles} | ${layer_2_gravel} | ${layer_2_sand} | ${layer_2_fines_200_sieve} | ${plasticity_pi_of_layer_2} | ${layer_2_matrix_color_percent_of}% ${layer_2_soil_matrix_munsell_col} | ${layer_2_concentrated_redoximorp}% ${field_114} ${layer_2_reduced_redoximorphic_f}% ${field_112} | ${layer_2_moisture_estimate} | ${layer_2_soil_structure} | ${geology_of_layer_2} | ${additional_comments_about_layer | appearance:"multiline"} | ${layer_2_sample_is_taken_from} | ${field_104} | ${layer_2_sample_name} |
${beginning_depth_of_layer_3_in_f} | ${ending_depth_of_layer_3_in_feet} | ${layer_3_unified_soil_classifica} | ${layer_3_full_uscs_group_name_wi} | ${layer_3_boulders} | ${layer_3_cobbles} | ${layer_3_gravel} | ${layer_3_sand} | ${layer_3_fines_200_sieve} | ${plasticity_pi_of_layer_3} | ${layer_3_matrix_color_percent_of}% ${layer_3_soil_matrix_munsell_col} | ${layer_3_concentrated_redoximorp}% ${field_143} ${layer_3_reduced_redoximorphic_f}% ${field_141} | ${layer_3_moisture_estimate} | ${layer_3_soil_structure} | ${geology_of_layer_3} | ${field_135 | appearance:”multiline”} | ${layer_3_sample_is_taken_from} | ${ayla_3_sample_is_taken_to} | ${ayla_3_sample_name} |
${beginning_depth_of_layer_4_in_f} | ${ending_depth_of_layer_4_in_feet} | ${layer_4_unified_soil_classifica} | ${layer_4_full_uscs_group_name_wi} | ${ayla_4_boulders} | ${ayla_4_cobbles} | ${layer_4_gravel} | ${layer_4_sand} | ${layer_4_fines_200_sieve} | ${plasticity_pi_of_layer_4} | ${layer_4_matrix_color_percent_of}% ${layer_4_soil_matrix_munsell_col} | ${field_169} ${layer_4_concentrated_redoximorp} ${field_167} ${layer_4_reduced_redoximorphic_f} | ${layer_4_moisture_estimate} | ${layer_4_soil_structure} | ${geology_of_layer_4} | ${field_163 | appearance:"multiline"} | ${layer_4_sample_is_taken_from} | ${layer_4_sample_is_taken_to} | ${layer_4_sample_name} |
General Comments: ${general_comments | appearance:"multiline"} BORING DEPTH:${depth_to_the_end_of_the_boring} ELEV. :${elevation_of_the_end_of_the_bor} REFUSAL TYPE: ${reason_for_ending_the_boring} |
DISCLAIMER: ALL SOIL CLASSIFICATIONS FIELD CHECKED. IF CONCLUSIVE SOIL CLASSIFICATION RESULTS ARE REQUIRED FOR ENGINEERING PURPOSES THEN SEND A SAMPLE OF IT TO THE LAB. |
