Laserfiche WebLink
A GO �ugo GeoTedinical Services BORING NUMBER SB 1 <br /> ��� 2625 Cedar Ave <br /> . MirmeapoGs,MN 554057 <br /> Telephone: 612-729-2959 � 7 � �) <br /> ) ,�. <br /> CLIENT Finai Grade PROJECT NAME 2807 Casco Point Road <br /> PROJECT NUMBER 16-0978 PROJECT LOGATION Orono.Min�sota <br /> DATE STARTED 91/21/16 COMPLETED 11121/16 GltOUt�EIEVATtON 970 8 FIOLE SIZE 3 1/4 inches <br /> ORILUNG CONTRACTOR HGTS GROUND WATER IEVEL3: <br /> DRILUNG METHOD Hdlaw Stem AugedSDlft SDoon AT 71ME OF�tILLIM(i —Not EncouMered <br /> LOGGED BY MS CFiECKEO BY JC AT END OF DRILLING —Not ErkouMerod <br /> p�p�g �AFTER DRILLlNG 34.00 fl!Elev 93B.00 fl with Cave-In Depth of 35 f t <br /> ' W � Z 5 20 SP�v6�0�80 <br /> � a <br /> w <br /> U �� �., �N� n, �,. <br /> � ��„� �p MATERIAL DESCRIPTION a� 0� m�j Y� �� 20 40�60 � <br /> g � Vr �2 W UZ � � <br /> � � o ❑FINES CONTENT(°�6)❑ <br /> p 20 40 8 <br /> �= ^ Sandy Lean Cla ,bladc,mas�(Topso� � <br /> . <br /> � _...... ...:... .:._ ..: . <br /> � (CL)Lean qay,Uace Fibers,txown,mdst,medium.(Alluvium} : : <br /> ,..._..,__ .:. ;. ,. , <br /> � SS 2-44 - • ' � <br /> 2 8 ..........:.......;.. ..;. ... <br /> � 5 (CL)Sandy Lean Gay.ru�sta�ing,brown�moist�sliff. SS 6-7-8 � : . <br /> � (Glacial lilq : <br /> 3 1 � � <br /> � . ........ . .. ... .. ... ._ <br /> (CL)lean Ciay�fraoe Gravel�brown and tigM brown,mast,sUH. SS 'S.g :� . <br /> cc�ac���m . .;. ; ;: ;.. <br /> ,o ss a-�-� ... <_ _.; :. : <br /> a 5 1 � : _:. . <br /> _. _:...._.. .. _. <br /> !!! <br /> � (SC)Clayey Sand,fine to medium grainad.traoe Gravel,brown to SS 6-8-7 . <br /> daAc brown at 39 feet,mast,medium dense.(paciel Tiq) 6 13 <br /> . .:. ..... :.. ..:.. <br /> 0 15 '�, : SS 3di-7 ..�;..._.._.. ._:_ ... ; . <br /> c� 7 12 . _ <br /> . . ;.. :.. . <br /> � . . . ..:. ._ .:._ ..:. _ _: <br /> � _ <br /> � 20 .� � SS 4-6-8 ; : : <br /> .. .......:.. .... ... ..... <br /> • ' 8 14 ..... :,. : i : <br /> � ..•. _...:.......:... ..�. ... .;..... <br /> J . ...... .......:... . :... ...:...... <br /> � . •� ....... ......:... ..:.......:..... . <br /> � 25 � SS 7-10-14 � : : : <br /> _..... .............: . . <br /> � , : 9 24 � = ......i.......: ... <br /> � :. •. .:. .....:............... ..... . <br /> � �• ......;. .. ..:......:..... .:_ .. <br /> � 30 SS 59-13 �.:.. ..' ..' _ ..� <br /> .. _.. <br /> - .•. � 10 22 : : <br /> � . _ <br /> � ..;. ....;... . ;.. ... ;.__. <br /> � � : : .i_._ <br /> .:.......... .... <br /> � 35 ' SS 6�5-8 ........:... ...i.......c...... <br /> � 11 14 : : � <br /> � . . . .. <br /> a <br /> x ' .. ...:.......:... ..:. .....:..... <br /> m � �''.' SS 3-8-10 ' : <br /> � .. :.... .:... ...;. _..,__. <br /> � 12 18 <br /> Bottom of boretwle at 41.0 feek <br />