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4D, 2011 PMP Feasibility Report
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4D, 2011 PMP Feasibility Report
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, <br />, <br />' <br />, <br />' <br />�I <br />u <br />i <br />' <br />I� <br />� <br />u <br />LI <br />1 <br />1 <br />1 <br />, <br />' <br />� <br />Projact No. TCiU04356P LOG OF BORING NO. A-6 Sheet 1 o�f 1 <br />CUEM ARCHITECTlENGINEER <br />City of Arden Hiils <br />51TE PROJECT <br />Ardsn Nilis, Minnesofa 2011 PMP & OEd Sneiling Avenue Reconstructlon <br />Wyncrest Ct, 7' Left of centerline SAMPLES TESTS <br />w ui <br />� � a e � Q. <br />-� f= T W � z w rn r ADDIifONAL <br />= v in � w p> � � w� DATA/ <br />a x ¢ m w a � p RENiARKS <br />rt,r, �p>0 � a �� � }u.. Y3a <br />Surface Elev_: 968.9 ft. � o m z a � r�- ?? �� a c's c�i <br />FfLL, 6" of biturninous pavement at ths 2 1 ss z4 <br />surface underlain by 5" of sand and gravel <br />aggregate base then sandy lean ciay with a <br />2_0� tittle gravel, brown moftied, moist, very soR � 9Gfi 9 <br />73 2 SS 24 <br />��(Fill�--------- ------� <br />FII.L, sandy lean clay, wiih a littie gravel, <br />brown to reddish bmwn, moisF, firm <br />29' 3 SS 24 ' N-value may <br />Fil1 have been <br />�_a 963.9 Influenced by <br />-s-�-------------------�--- 5 <br />FILL, siffy sand with gravel, fine grained, �v�� <br />6•0 brown to recfdish brown, moist, medium 982-9 9 <br />dense <br />Fili <br />End of Boring. <br />0 <br />� <br />� <br />� <br />� <br />z <br />� <br />a <br />a <br />J <br />'a <br />� <br />� WATER �EVEL OBSERVATIONS Stork Twin City Testing Corp. sT�rEo 9/1l14 FIIViSNED �(111U <br />Z�„e CCZ Ct'Ot71W8I1 AV@, pRILLCO. StorkTCT flRILtR1G 367 <br />� Si. Paul, MN 55114 <br />� Telephone: 651-645-3601 DRlLLER 7A ASSTORILLEF2 ML <br />< <br />o Fax: 651-659-7348 LOGGED BY GW APPR011ED MAS <br />J <br />' <br />
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