Laserfiche WebLink
vW <br /> SOIL DRILLING LOG S <br /> D # 249 -1 <br /> CLa <br /> Page 1 of 1 <br /> rJ't Gealo t Matt Ha co <br /> • 4�I <br /> SIGNATURE OF GEOLQUIST <br /> PROJECT N&B Stockton LOCATION 4555 North Pershing Avenur,Stockton CA <br /> TOC ELEVATION (MSL) DATE(S) 106/19/93 TOTAL DEPTH 29 0' <br /> MONITORING DEVICE OVM SCREENED INTERVAL <br /> -- SAMPLING METHOD Calif Modified Split Spoon SUBCONTRACTOR&EQPT GreggDrillin obile B-61 <br /> PERCENTAGE ORDER (GRAVEL,SAND,SII.T,CLAY) MEMO =F <br /> mt-3Yatex _ =Static Water — <br /> MEMO,No soil samples were collected For laboratory analysis Static water levels have not been measured in this vadose <br /> well, <br /> Penetration <br /> .. Results G o Borehole Abandonment/ <br /> °Q Well Construction <br /> Soil Description 'S Details <br /> Blows11 m ; a Color,Texture,Moisture,Etc <br /> A 6"-6"-6" � cn O U O Traffic Rated <br /> Vault Box <br /> 0-0 4'Asphalt 04 Lochs <br /> No soil samples collected from surface to g cap <br /> 25 <br /> 25 feet below grade 2 0 Concrete <br /> i <br /> 50 <br /> $entomte chaps <br /> hydrated with a <br /> Portland cement <br /> 75 slurry <br /> ito a 4"dia.blank <br /> srh.40 PVC <br /> casing <br /> i2.5 <br /> 150 <br /> 10"borehole <br /> diameter <br /> 175 <br /> 185 <br /> 190. . #0/30 l onestar <br /> za o 20 0• salad <br /> 225 #3 l.onestar <br /> sand <br /> 250 10-16-25 47 2000 SM 4"do.0 02 slot <br /> 25 0'-26 5'Silty Sand (0,70,30,0),dark <br /> sch 40 PVC <br /> gray(10YR4/1), fine sand,poorly graded, <br /> 9-15-24 46 2000 medium dense, screen <br /> SP we <br /> moist;gasoline odor ll <br /> —27.5 26 5' -28 0'Sand(0,90,10,0),darkgiaY 28 51.:.*. <br /> . <br /> (10YR4/1),poorly graded,loose,moist; TThreaded end <br /> gasoline odor cap <br /> @ 27 0'soil saturated <br /> No samples collected below 28 0' <br /> EERly� <br /> N86J212193AUGP U w ...� <br /> SIGNATURE OF FIELD SUPERVISOR AND REVIEWER SAWAXTURI?95F REVIEWER it NO. 1 64 <br /> TITLE TITLE <br />