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Li� GROU-N-DW ;R <br /> TECHNOLOGY, LNC. <br /> i---= Driliing Log <br /> CILaE---rt:-I"e Sy5'-C- <br /> . S Soil Boring 5 <br /> P B@Vera e S Sketch Man <br /> ISC :din=r�� pwner ��"l.Y-_..-..��.'-Qui?-.'-- <br /> Lodi Cry _Praicc:.`�um5er 2027°m=aQ3Q—�• SEB 5E1i PL?��I <br /> Location -___ -----w------ <br /> '/'0/88 7.0 in. <br /> Date Gnued �_= -- <br /> _7nsa1 flepin as Hole 41_7;tpiameter ._-...-...--- <br /> Surface E.eration ...____Water Water Levet•Initial 3x•75 f_=a•hrs __�------ <br /> Screen:Oia _- Lengsn.__ -_- _Slot Size <br /> Casing:Dia _ Length -.------Type Notes <br /> Drilling Company -KVilhauy__ ^-_Drilling Neshod �i4uaS�=zr- <br /> G <br /> paper ?tuner _Log by _P!Ful�e --•-_--_-__ <br /> _� - _.._ ._ --�_ -•- <br /> cn <br /> o <br /> PID S ° Descripiion/Soil Classifiration <br /> U 1 V <br /> L w h 7 C` <br /> (PPM) Z co <br /> 0 5 in. asphalt over 6 in. base coarse <br /> Brown clayey fine sand (loose. Moist, no <br /> 2 c.C° .Q product odor) <br /> :as:aQ <br /> ;0;.G <br /> Brown fine-medium sand (medium denser moist, <br /> no product odor) <br /> �Qo 9 iSP;: <br /> 6 <br /> Light brown fine-:medium sand (riedium dense, <br /> moist, do product odor) <br /> •oo, <br /> 1 9 <br /> e• <br /> •'-0�:0• a 12 <br /> 12 o D..a <br /> a:0 Od SPI. <br /> 14-1nQQ <br /> U° <br /> 'o a` C co <br /> 0 16 <br /> -16- 0:c� 18 (grades dense) <br /> :.o <br /> 18 o:q.<O <br /> 49.00 Light brovn fine sand (dense, :joist, no <br /> as pproduct odor) <br /> 2 �G� <br /> o o o I2 <br /> ar. 22 <br /> d Q:0 <br /> ` 22 °0 <br /> Qn•�' Page�.-, at ` <br /> n>>npsaa <br />