Laserfiche WebLink
SB/MW # MW4 <br /> ING �.C. .s # D- 24909-249_101910 <br /> SOIL DRILL <br /> � c ' Page 1 of 2 <br /> ��llf I J7 GecIO34SL Matt Hanko <br /> SIGNATURE OF GEOLOGIST <br /> PROJECT Neun lller& BeardsleerWWgim LOCATION 4555 North Pershi Stockton California <br /> TOC ELEVATION 7 22 rt. (MSL) DATE(S) 1115/92 TOTAL DEPTH 40 0' <br /> MONITORING DEVICE HNt1 SCREENED INTERVAL 25-40 <br /> SAMPLING METHOD Ca. Modified Split Spoors SUBCONTRACTOR &EQPT Gregg Drillina/B-53 <br /> PERCENTAGE ORDER. (GRAVEL,SAND,SILT,CLAY) MEMO T <br /> MEMO <br /> PaLcuauoA � <br /> m a <br /> Borehole Abandonment/ <br /> Results <br /> o $ > b ¢ S Well CotzsmIcbm <br /> v t3 u Sail Dracnpnon DetsRs <br /> c <br /> Blows w go� a Q a Color.Texture.Mossuur,Etc �� <br /> cn <br /> 6'-6'-6- Q cn :n 0 O v Traffic Rated <br /> Vault Box <br /> 0 -0 5'Asphalt <br /> 0-5' -5 0 SILTY CLAY (0,10 40,50), CL Lockmg well <br /> dark brown(10YR3/3),very plastic,stiff, <br /> slightly moist. <br /> 2-5 <br /> 1219-22 41 <br /> —50 5 0 33 0 CLAYEY SILT (0.5 53,32) ML 2>rr<h diameter <br /> . 0 brown (IOYR4/4),mediwn piasac,stiff to b1nLY sclL 40 <br /> hard,dry to shgbtly MLSL PVC <br /> 7S <br /> 5 8-11 19 <br /> —100 Hydrated <br /> 0 PortLind <br /> Cement <br /> 12.5 <br /> 150 10-33-38 71 <br /> 101873 8 Loch diameter <br /> 101874 0 boreboie <br /> At 17 0' SANDY SILT (0 30.50-20), <br /> 17 5 brown (7 5YR313), non-piastic,very fine <br /> sand soft. 00 D 0F0�( <br /> • SAWLts v <br /> zoo <br /> 10-20-24 as 20o GERf�IAli118 <br /> See Following Page r <br /> zv-.stn+A i 944 <br /> SIGNATURE OF FIELD SUPERVISOEt AND REVIEFVER SIGNATURE OF REVIEWER <br /> 2 A b S o c a,;. C, c.S t L cs r�r � �`C AL•�FO <br /> TITLE TTIZ.E <br />