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SOIL BORING LOG Boring No MW-3 Sheet 1 of 2 <br /> •Client Arco Station#6080 Date 6112100 <br /> Address 85 Louise Ave Driller Westex rig a 861 <br /> Lathrop CA Drilling Foreman Steve Dockre <br /> Project No D000-339-2 Method EISA hole diam 10" <br /> Logged By Scott Bittin er <br /> Well Pack sand 6 ft to 27 ft Well Construction casing PVC screen 7-27 0 <br /> bent 4 ft to 6 ft casing diam 4 screen slot 02 <br /> rout 0 ft to 4 ft Depth to GW 0 ft Time/Date V ft Time/Date <br /> Sam le Blow Sample well Depth Descriptions of Materials FID <br /> Constru LITHO <br /> T No Count Time Recov ct Scale COLUMN and Conditions PpNi <br /> _ ASPHALT D-6 <br /> _____ __________ 1 ROAD BASE GRAVEL 6"-12 <br /> — 2 <br /> ------------------ ----------------------------- _______________________________ <br /> ----------- — ------------------------------------------------ <br /> -------------- <br /> SAND brown fine to medium grained 10-25%fines <br /> -------------------------------------------------- — 3 SW native sod not fill <br /> — --------- - - - - -------------------------------------------------------------------------- --------- <br /> —4 <br /> 45--- <br /> --------------------$--------------- — ------------------------- <br /> -------------------------------------------------------------------------------------- <br /> ---------MW3_-_5 - 6 1905 - _ 6 SP SAND light brown fine to medium grained 20%°fines ---- 0 <br /> -- <br /> _ no mottles poorly graded loose enough fines for cohesion, moist <br /> ----- --------- ---------- --------------- — 7 --------------------------- <br /> ---------- <br /> ------------------ ---------- -------------- — 8 - -------------------------------------------- <br /> -------------------------------------------------------------------- <br /> — <br /> ---------------------------------------------- <br /> 9 <br /> — ----------------------------------------------------------------------------------------------------------------- <br /> ------ ---------------------4 -------------- 1 0 <br /> 5 <br /> ---------MW3-11 71918 - 1 1 IV SP SAND h ht brown fine to medium rained 10-15%fines wet 2 <br /> ---- --------- ---------- -------------- 1 2 <br /> --------------------------------------------------------------------------------------------------------------- <br /> 1 3 <br /> 1 4 <br /> 3 1 5 SP SAND 15'-15 9 light brown fine to medium rained 10-15%fines wet <br /> - - ----- - $ <br /> -------------- — - -- ------------------'-- - - -- - -- -------------------- <br /> ---------------------------------- <br /> MW3-1 24 1 6 ML SANDY SILT 15 9-16 5' light brawn 30 4D%fine sand orange mottles 0 <br /> — ----------- - - - -"------------------- Q:40%--fine- nil-oran---mottles--- - -- ---- -- <br /> 1 7 <br /> ---------- <br /> ------------------- 1 $ --------------- ------ ----------------- <br /> - --------- ---------- -- - 9 ----------------------------------------------------------- <br /> 2 0 <br /> Field Location of Boring Comments Reviewed By <br /> Total depth is 27 'sod sample sent to lab for analysis <br /> ��_ Enviroram�ntatl <br /> CQr't♦su�tants, enc_ <br /> $13L MW 3 061200 <br />