Laserfiche WebLink
� <br />� <br />I <br /><y <br />� <br />� <br />1 <br />� <br />(Approzlmate elevatlon B ft) <br />Unifbd Soil <br />GasWHcadon Samqs MWeture <br />�� �� NoAeplh Content <br />{ry) Smibol Dsecrfatlon (R) (%) OthsrTesls <br />0.0-0.9 ML Brown SILT with roots and tna ol Wsy end <br />tine sarW (wlt, mdst fo wet) (IapfWl) <br />0.9-102 OL Moltled {�ray and brown, ory�Nc SILT wMh 1/0.6�8.0 85.9 <br />clay and trace of flns cand (wtl to m�dum 2/B,p.102 <br />stiM, molst to wet) (stronp hydrop�n wllide <br />odo� <br />Teat pil completed to 10.2 fl on Janusry 14, 1997. <br />Repid groundwater seepage encounterod 2 9 ft. <br />TP-10 <br />(Appmximate elevation 8 R) <br />Unitied Soil <br />Classiffcation Semple Moiature <br />Depth Syslem NoJDepth Contsnt <br />_U SYmboi Deeerlptlan (IU (%) Other Tests <br />0-0.9 ML Brown SILT wilh roots and trace ol dey and 1/0.0 - 0.9 <br />fi�e sand (sWt, molst to wat) (topsoiq <br />0.9-52 ML Gray-0rown SILT with Gay, organlc materlal, 2/0.9 • 5.2 53.0 <br />and trece of iine rand (soR to medium stlll, <br />moist to wet) <br />5.2-8.2 ML Gray SILT wllh dey, orpank materlat, frecs 3/52 - B.2 57.6 <br />ol very fine sand, and occasional lersea <br />organb meterial and flne to medum send, <br />and wood frapmenb (aoR lo medlum stlfl, <br />mdst ro wM) <br />82-10.8 ML Oray SILT wIM orpanb mateital, flns to 4/82 - <br />medium sand, and trace ol day (mWlum 10.8 <br />sUH, moist to weq <br />Test pIi completed to 10.8 R on January 14, 1997. <br />No proundwater seepage encouMBred. <br />Nolc SraEQeipAkaaWU�n,OwOmMIdMNpnbtloroW�n�ppctlmM�. Re1�rbMNnlor�nu�IsntllonWwbwMaaonAlN�u. Mlw <br />to Sa/prrdiTntlan 5)s�un Ilpix� lor addtlonY Wonnalkn on symDoh r�d INmYiolOp�. <br />� �/Q � Log ol Test Pits I Figure A-13 <br />�' <br />