Transcription
SITE PLAN - BORING LOCATIONS: NTS
INSTALLATION: STARTEDCOMPLETED:DRILLING COMPANY: Elif's Excavating ServiceB-102/9/19DRILLING EQUIPMENT: Hand DugDRILLING METHOD:USCSGraphicLogTime &Depth(feet)SAMPLING EQUIPMENT: SplitSpoon SamplerPAGE 1 OF 1EASTING (ft):NORTHING (ft):LATITUDE:LONGITUDE:GROUND ELEV (ft):TOC ELEV (ft):INITIAL DTW (ft): NEBOREHOLE DEPTH (ft): 3.0STATIC DTW (ft): NEWELL DEPTH (ft): --WELL CASING DIAMETER (in):BOREHOLE DIAMETER (in):---LOGGED BY: Roni B.CHECKED BY: EBDescriptionEarth Fill (ef); silty sand with gravel, mottled brown and dark brown, dry,loose, sand is very fine to coarse grained (FILL)TimeSample /9/19BlowCountSTARTEDGeotechnicalLab TestingDRILLING:WELL / PROBEHOLE / BOREHOLE NO:NYSamplePROJECT:B2 HouseLOCATION: 324 Pleasant Ave,PROJECT NUMBER: 0000001Natural Soil (Qns); silty sand with gravell brown; dry; loose; sand is veryfine to coarse grained; rootlets (NATIVE)GEO FORM 304 SCHOLL CANYON BORING LOGS.GPJ SECOR INTL.GDT 2/12/16Wilson Quartz Diorite (wqd); quartz diorite; brown and white specked;dry; very hard; medium to large grained; moderately to poorly foliated.Hole terminated at 3 feet.55101015152020
INSTALLATION: STARTEDCOMPLETED:DRILLING COMPANY: Elif's Excavating Service02/9/19DRILLING EQUIPMENT: Hand DugDRILLING METHOD:Spoon SamplerUSCSGraphicLogTime &Depth(feet)SAMPLING EQUIPMENT: SplitB-2PAGE 1 OF 1EASTING (ft):NORTHING (ft):LATITUDE:LONGITUDE:GROUND ELEV (ft):TOC ELEV (ft):INITIAL DTW (ft): NEBOREHOLE DEPTH (ft): 3.0STATIC DTW (ft): NEWELL DEPTH (ft): --WELL CASING DIAMETER (in):BOREHOLE DIAMETER (in):---LOGGED BY: Roni B.CHECKED BY: EBDescriptionTimeSample /19BlowCountSTARTEDGeotechnicalLab TestingDRILLING:WELL / PROBEHOLE / BOREHOLE NO:NYSamplePROJECT:B2 HouseLOCATION: 324 Pleasant Ave,PROJECT NUMBER: 0000001Natural Soil (Qns); silty sand with gravell brown; dry; loose; sand is veryfine to coarse grained; rootlets (NATIVE)Wilson Quartz Diorite (wqd); quartz diorite; brown and white specked;dry; very hard; medium to large grained; moderately to poorly foliated;upper 1.5 feet is weatheredGEO FORM 304 SCHOLL CANYON BORING LOGS.GPJ SECOR INTL.GDT 2/12/16Hole terminated at 3.5 feet.55101015152020
INSTALLATION: STARTEDCOMPLETED:DRILLING COMPANY: Elif's Excavating Service02/9/19DRILLING EQUIPMENT: Hand DugDRILLING METHOD:Spoon SamplerUSCSGraphicLogTime &Depth(feet)SAMPLING EQUIPMENT: SplitB-3PAGE 1 OF 1EASTING (ft):NORTHING (ft):LATITUDE:LONGITUDE:GROUND ELEV (ft):TOC ELEV (ft):INITIAL DTW (ft): NEBOREHOLE DEPTH (ft): 3.0STATIC DTW (ft): NEWELL DEPTH (ft): --WELL CASING DIAMETER (in):BOREHOLE DIAMETER (in):---LOGGED BY: Roni B.CHECKED BY: EBDescriptionNatural Soil (Qns); silty sand with gravell brown; dry; loose; sand is veryfine to coarse grained; rootlets (NATIVE)Wilson Quartz Diorite (wqd); quartz diorite; brown and white specked;dry; very hard; medium to large grained; moderately to poorly foliated;foliation at 1.5 feet; N15E; 64SETimeSample g(ppmv)02/9/19BlowCountSTARTEDGeotechnicalLab TestingDRILLING:WELL / PROBEHOLE / BOREHOLE NO:NYSamplePROJECT:B2 HouseLOCATION: 324 Pleasant Ave,PROJECT NUMBER: 0000001GEO FORM 304 SCHOLL CANYON BORING LOGS.GPJ SECOR INTL.GDT 2/12/16Hole terminated at 3 feet.55101015152020
COMPLETED:02/9/19DRILLING COMPANY: Wythe DrillingDRILLING EQUIPMENT: CME 75USCSGraphicLogStem AugerSAMPLING EQUIPMENT: Split Spoon SamplerTime &Depth(feet)DRILLING METHOD: HollowPAGE 1 OF 1EASTING (ft):NORTHING (ft):LATITUDE:LONGITUDE:GROUND ELEV (ft):TOC ELEV (ft): BOREHOLEINITIAL DTW (ft): NEDEPTH (ft): 11.5STATIC DTW (ft): NEWELL DEPTH (ft): --WELL CASING DIAMETER (in):BOREHOLE DIAMETER (in):---LOGGED BY: Roni B.CHECKED BY: EBDescriptionSILTY SAND WITH GRAVEL ; 2.5Y 4/4 olive brown ; 30% fine tocoarse gravel; 50% fine to coarse grained sand; 20% fines; moist;medium dense; no staining; no odor (deeply weathered bedrock).5TimeSample ID1320B11-2SA,MD1325B11-5WILSON QUARTZ DIORITE (wqd); dark yellowish brown; weathereddioritic-granitic bedrock; dry; very dense; moderately eet)INSTALLATION: tSTARTEDGeotechnicalLab TestingDRILLING:WELL / PROBEHOLE / BOREHOLE NO:NYSamplePROJECT:B2 HouseLOCATION: 324 Pleasant Ave,PROJECT NUMBER: 000000154050-4"102750-4"GEO FORM 304 SCHOLL CANYON BORING LOGS.GPJ SECOR INTL.GDT 2/12/16Hole terminated at 11.5 feet.15152020
Load TypeAllowable Bearing Pressure (psf)Dead Load OnlyDead Plus Live LoadTotal Load, Including Wind and Seismic Loads4,5005,2005,9807.1
SAMPLING EQUIPMENT: Split Spoon Sampler Time & Depth (feet) 5 10 15 20 DRILLING: INSTALLATION: STARTED STARTED WELL / PROBEHOLE / BOREHOLE NO: B4 GEO FORM 304 SCHOLL_CANYON_BORING_LOGS.GPJ SECOR INTL.GDT 2/12/16 Depth (fee t) 5 10 15 20 Sample Time Geotechnical Lab Testing Blow Count Sample ID PID Reading (ppmv) 02/9/19 NORTHING (ft):
