Laserfiche WebLink
FF- LOG OF TEST PIT: TP-1 <br /> Elevation: Equipment: Case 580E Backhoe, 24" bucket Date: 4-10-95 <br /> Material Description Notes <br /> 1%) ren <br /> Brown sandy SILT (ML), moist to saturated, medium dense, <br /> G top 4" heavy root growth. pi (11=25, pi=7) <br /> '- Brown sandy CLAY (CL), moist, very stiff. <br /> _ Brown sandy SILT (ML), moderately cemented, "hardpan", <br /> moist, dense- <br /> -5- <br /> Test Pit Terminated. <br /> 10 <br /> LOG OF TEST PIT: TP-2 <br /> Elevation: Equipment: Case 580E Backhoe, 24" bucket Date: 4-10-95 <br /> ' Brown sandy SILT (ML), moist to saturated, medium dense, <br /> top 4" heavy root growth. <br /> Brown sandy CLAY (CL), moist, very stiff. <br /> Brown sandy SILT (ML), moderately cemented, "hardpan", <br /> moist, dense. <br /> -5 <br /> - <br /> Test Pit Terminated. <br /> 10 <br /> NEIL O. ANDERSON & ASSOC., INC. SPIESS RANCHO SUBDIVISION <br /> .[: <br /> 22 N Himstim Lm 26414 N. Lower Sacramento Rd <br /> Uxii, Califomia 95240 Acampo, California <br /> Uxli (209) 367 - 3701, Stocknm (209) 472-1091 <br /> ate umber <br />