Laserfiche WebLink
a �I7y1SZ <br /> S1TEILOCATION <br /> H6CUN BORTTtG D1AAdfiTFR ANGL&lBEAItINC BOitiNG NO <br /> rE Serve/Stockton 12/2/93 8 Inches 90 De s MW-8 <br /> UNC CONMULIC`i'OR cabul1:T8D PnW ENCOUNTFRID WATER DEPTH sormM OF BORING <br /> F Dnllin 12/3/93 78 Feet 90 Feet <br /> DRIILMAK&&MODQ OPERATOR LDC,G�BY STATIC WATER DEPTH-DAT& WFILNO <br /> obile 8-51 Chns Fiscus Ton Ramirez 74 09 Feet-12/9/93 MW-8 <br /> MATERIAL S=S= SAMPLING METHOD BOTTOM OF WELL <br /> "SCH 40 PVC 0 020" CA-modified Wilt s on 90 Feet <br /> FII,IFR PACK WF3 L SEAL PLANNED USE <br /> Montere sand#3 Neat cement with 5%bentonite powder over hydrated bentonite 2ellets Momtonn � <br /> Pm <br /> WRONTcR MATERIAL CLASSHEA Acs D� LCONSIL OG IFICATION & PHYSICAL DESCRIPTION <br /> 84 2-2 61 Lean CLAY (CL), medium brown with grey mottling; <br /> 626 <br /> moderate plasticity, 5 to 10% fine sand, moist. <br /> 644 <br /> 65 <br /> ss 2.2 66 <br /> 67 <br /> 68 Same as above <br /> 69 <br /> 70 <br /> 0 7i = Lean CLAY with sand (CL); medium brown with grey <br /> 71 = mottling; moderate plastclty, 20% fine sand, moist. <br /> 72 <br /> 73 =_ <br /> 74 <br /> 75 Fat CLAY (CH); reddish-brown, high plasticity, <br /> t 76 trace fine sand; moist to wet <br /> 70 2.2 <br /> 77 <br /> 1 <br /> 78 � — <br /> 79 <br /> Sandy CLAY (CL), medium brown; low plasticity; <br /> 30% fine sand, wet to saturated <br />' az — <br /> 93 <br /> 84 <br /> ss = <br /> Lean CLAY (CL), medium brown with grey mottling, <br />' <br /> 87 moderate plasticity, 5 to 10% fine sand, saturated <br /> Ba — <br /> 1 � <br /> HYDR - SOIL BORING LOG PLATE <br /> ENVIR NMENTAL AND C�4 <br /> WELL CONSTRUCTION DIAGRAM <br /> TECHN fti LOGIES, INC. MW-8 SHEEr3Of3 <br /> E-Z Serve Location No 100966 JOB NO. <br /> DATE. r7i <br /> 21,1993 2531 Waterloo Road <br /> APPROazkvs B N�ebanck,R G Stockton, California ']'238 <br />