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I I <br /> GROENDW :R <br /> IF_JF ( TECHNOLO�x; LNC. <br /> ''� ctLRE—1I1RYV=VAS Soil Boring i Drilling Log <br /> isc Winer", :'Ile Heverare SRux�� . ske[eh MAD <br /> Protect _ ......__..—___Cwner _...—__— <br /> t_ocatlon — Lodi,-CA_�. .__--___Prolec:'iumoer LO-ZOM-501 - <br /> Data[l,rillea 3�t9�88__--Total Demn of Hole 4 s FtDiameter_�ln_.__ _ <br /> Surace E!evalicn ___Water Level.Initial 39.5 f .2a•hrs. w—. 5EE SITE PIAN <br /> Screen:Dia _ __Lengsn ____—_Stat Size <br /> Casing.Ola, --_-----..Lengtn ------^---_Type <br /> Drilling Company _--a—� . .----Dlling �e[tadHollow s e L3T� _ Notes <br /> Driller __ C__Pruner _-- •- _Loa oy <br /> ' ° PID n <br /> 0 <br /> a^ u Descrlplion/Scil Classiiicalion <br /> E G - <br /> - N i7 7 G <br /> a 3 (PPM) 0.4 <br /> 0 �,;.-. 6 in. asphalt over 6 in. base <br /> Goo qo <br /> Q o,'.. Brown clayey sand (dry, no product odor) <br /> 2 L?0. <br /> A %S <br /> o: ' 0 4 <br /> 6 0.Go $ <br /> n"-ca ' (grades loose) <br /> O. • uil sand r r <br /> 8 ;.,�.,� Brown Pine-meth (loose moist no <br /> 'o•� product odor) <br /> _10- ...a. i35 (grades medium dense) <br /> �,... o <br /> 1 <br /> 99 ::gip:; (grades gray) <br /> -12- po <br /> -14- Gray pebbly coarse sand (dense, moist, no <br /> p.. product odor) <br /> ;OcO C5 <br /> ocz- o 25 <br /> 16 �.ao 25 .S <br /> 1 �. <br /> 0 Gray-brown fine-medium sand (dense, moist, <br /> o.a. <br /> -20-10 pQo no product odor) <br /> o, 0 <br /> 2Q <br /> -22 <br /> a Q :;SPi'•ii; <br /> • <br /> a <br /> 0 <br /> Q$ Brown fine sandy clay (stiffr moistr no product <br /> 2 odor) <br /> n�,rniae <br /> Page-1- of�J 2 <br /> ! 1 <br />