954 NORTH PARK DR 2023-10-31 - Laserfiche WebLink

MAJOR DIVISIONS Soil Classification System Uscs GRAPHIC LETTER SYMBOL SYMBOL TYPICAL DESCRIPTIONd'1121 GRAVEL AND CLEAN GRAVEL o._. 6-U., O;P: o :0- GW Well -graded gravel; gravel/sand mixture(s); little or no fines U. o., ti 0..o o.o 9: GP y m GRAVELLY SOIL (Little or no fines) Poorly graded gravel; gravel/sand mixture(s); little or no fines N O m'y GRAVEL WITH FINES GM .� > o (More than 50% of coarse fraction Silty gravel; gravel/sand/silt mixture(s) W E '� Z ° CD retained on No. 4 (Appreciable amount of fines) Clayey gravel; gravel/sand/clay mixture(s) GC Q c N sieve) w OCj OC13 CLEAN SAND $W Well -graded sand; gravelly sand; little or no fines w c SAND AND SP L.2 w SANDY SOIL (Little or no fines) Poorly graded sand; gravelly sand; little or no fines Q< T � 0 SAND WITH FINES SIVI OU m (More than 50% of coarse fraction passed Silty sand; sand/silt mixture(s) SC through No. 4 sieve) (Appreciable amount of fines) Clayey sand; sand/clay mixture(s) NIL Inorganic silt and very fine sand; rock flour; silty or clayey fine _j 0 SILT AND CLAY sand or clayey silt with slight plasticity o O o m N CL Inorganic clay of low to medium plasticity; gravelly clay; sandy 0 E (Liquid limit less than 50) clay; silty clay; lean clay QL z° Lu ° Z o CCUUw N Organic silt; organic, silty clay of low plasticity oLo MH Inorganic silt; micaceous or diatomaceous fine sand (D CUW N SILT AND CLAY Z 20 CH Inorganic clay of high plasticity; fat clay o ° (Liquid limit greater than 50) OH Organic clay of medium to high plasticity; organic silt HIGHLY ORGANIC SOIL PT Peat; humus; swamp soil with high organic content GRAPHIC LETTER OTHER MATERIALS SYMBOL SYMBOL TYPICAL DESCRIPTIONS PAVEMENT AC or PC Asphalt concrete pavement or Portland cement pavement ROCK RK Rock (See Rock Classification) WOOD WD Wood, lumber, wood chips DEBRIS O O O Dg Construction debris, garbage Notes: 1. Soil descriptions are based on the general approach presented in the Standard Practice for Description and Identification of Soils (Visual -Manual Procedure), as outlined in ASTM D 2488. Where laboratory index testing has been conducted, soil classifications are based on the Standard Test Method for Classification of Soils for Engineering Purposes, as outlined in ASTM D 2487. 2. Soil description terminology is based on visual estimates (in the absence of laboratory test data) of the percentages of each soil type and is defined as follows: Primary Constituent: > 50% - "GRAVEL," "SAND," "SILT," "CLAY," etc. Secondary Constituents: > 30% and < 50% - "very gravelly," "very sandy," "very silty," etc. > 12% and < 30% - "gravelly," "sandy," "silty," etc. Additional Constituents: > 5% and < 12% -"slightly gravelly," "slightly sandy," "slightly silty," etc. < 5% - "trace gravel," "trace sand," "trace silt," etc., or not noted. Drilling and Sampling Key Field and Lab Test Data SAMPLE NUMBER & INTERVAL SAMPLER TYPE Code Description Code Description Sample Identification Number a 3.25-inch O.D., 2.42-inch I.D. Split Spoon PP = 1.0 Pocket Penetrometer, tsf b 2.00-inch O.D., 1.50-inch I.D. Split Spoon TV = 0.5 Torvane, tsf Recovery Depth Interval c Shelby Tube PID = 100 Photoionization Detector VOC screening, ppm 4 Sample Depth Interval d Grab Sample W = 10 Moisture Content, % 1= J e Other - See text if applicable D = 120 Dry Density, pcf Portion of Sample Retained 1 300-lb Hammer, 30-inch Drop -200 = 60 Material smaller than No. 200 sieve, % for Archive or Analysis 2 140-lb Hammer, 30-inch Drop GS Grain Size - See separate figure for data 3 Pushed AL Atterberg Limits - See separate figure for data 4 Other - See text if applicable GT CA Other Geotechnical Testing Chemical Analysis Groundwater Cl Approximate water elevation at time of drilling (ATD) or on date noted. Groundwate ATD levels can fluctuate due to precipitation, seasonal conditions, and other factors.