Laserfiche WebLink
� ' � <br /> HA-1 <br /> � SAMPLE DATA SOIL PROFILE GROUNPWATER <br /> � E � a Exravalion Method: Hand Auger _ , <br /> Z' � �y oi � <br /> � a� n o a N Cround Elevation(k): Not Measured <br /> 6 E C � N q V <br /> � O N tl N f C� � <br /> � SM Bram b reE-born. <br /> sitly,firo to coarsa SNNO <br /> wiM gravel;organic wit�some ioWs(boae lo <br /> meEium tlense.mds111tuPsoi�) GrouMw�ler rot arcantereE. <br /> � 1= O W=Y1 <br /> 2 2= E W=19 I <br /> SM Gray�Gown,sily,fne lo coarse SAND wi�� <br /> � gnvel to 3'diameler(meAium tlerpe,rtaisl) I <br /> I�ul <br /> 3= e w=ie <br /> MarM Atqer Boriig Compktad OSI75q2 R 1 I Y DDie in m 1 <br /> � � TOWt Depth ol HaM Auger Boring=3.511. <br /> I <br /> � 6 <br /> � HA-2 <br /> -1 SAMPLE DATA SOIL PROFILE GROUNDWATER � <br /> J � U <br /> E °� � a ExwvaUon Method: Hand Auger <br /> � �' N <br /> I � m �° �, m u m Ground Elevation(N): Not Measured <br /> , � n� n � t �/1 <br /> �i m= m m � f`/1 <br /> O N.E N F- f�S 7 <br /> � SM Brown,411y SAND wi�h gravBC org2riC wi�h <br /> . r � i im n mi il <br /> .) 1= O W=t t SM ��Y•a�.siM.fine to coarsa SAND wilh GraxWwater not ercan�nrea. <br /> qravN lo yavay.siXy.f�ne to coama SANO <br /> J (matlium Eenze to 0ense.mdat)(RI) <br /> _� . <br /> s p MarM Augar Barinp CompbleE OSl15q2 ReM1isal on p2velcpDOb in Dollom d hole. <br /> � Tolai DeOtli ol HarM Auper BoAng=1.9 f1. a m I 1 <br /> � � 1 <br /> o ! <br /> 0 <br /> 0 4 i <br /> S � <br /> . � <br /> U <br /> � <br /> O <br /> , � -e <br /> __' "e <br /> � I <br /> , Not25: t. Slretig2ptliG COnWCIs are Edsetl On f�eW interyfEtalbns anO are approaimate. <br /> � 2. Reterence lo tM leat ol In'a report is necessary la a Woper un0erslanEing ol suDsurlace wnEilions. <br /> I $ 3. Reler lo'Sd�CUts���catbn System arW Key figure/a explanalion ol grapliics aM symDds. j <br /> —, l <br /> Eastmonl RSU Building Figure <br /> �J � LnrrpAu Addilion Log of Nand Auger Borings 4 <br /> ASSOCIATES Snohomish, Washington <br /> J � '� <br />