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11i242003 13:41 MINNETONKA � 9522494616 N0.973 D02 <br /> �1/2412003 13:02 FA� 8805883 INSTANTiTE9TING/AL�I�D �001 <br /> � I NST�NT T�STI �1+� C��1 P�f�Y <br /> I '� - <br /> � c� �125126'"Avenue�Sava�o, Minn��sota 55378 <br /> Telep�flne:B62-B80-7390 Fax:962 88�.5883 <br /> Fleld Inspectioh Report <br /> Clfent Narne: ,1ohn Janes �Charlotte <br /> Family Residence � <br /> Date of lnspect`ane: October 1, 2Q03 <br /> Site Lacatlan: 3490 North Shore Drive <br /> Ofa�o, Minn�so'� Tim�: 9:00 AM�3�DD P <br /> Fi�ld Of��e�retians : <br /> (1) At�h�above address in �rono eur site soil ittspec4ons and�v�lua4ions of th�founda�on aoil� <br /> bagan in August develaping a d�si.gn that would be ac,�eptable consldering the hlgF�water tebl�e, <br /> the sand mixed wlth �ome silty soils and�ha need for�tabili�ing r��fc near ths w�tzr surtace. It sa <br /> hepp�n�d�at nne of the fir�'t t�st pits (excavations)wa6 in dne of the weake6t soll areas on s1te. <br /> Hase�d on thfs wat silt�r materlal an e�aborate system of rock, f�briC a�d comp�c��d sand ae <br /> proposed Yor[ha foaifng system, Thls concept w�s set�side wher� more exten5lve excavet�n8 and <br /> surveying ravealed sounder soll at fh��etual footinp d�pths and a waier table that would vary fiom <br /> �'below fhe footi�g fap to 9�abeve tPr�footi�fg elewarion. <br /> (2) The key efements of tho foundatlon system salcaatea and inslalled wer�: <br /> 1. Stebiliaing tho bas�with 1 1/2" roCk(12"to 24" deep). <br /> 2. Ccverfng rock with sand compacted to �r�d�. <br /> 9, Msfalling fiMa #6�ebar In bottom 3"a�concr�te fontin�. <br /> 4.�Qad b�Aon� w�lls ar�only on the perimefar, � stivetural�oo�will b�irastalled(nata <br /> (3� 7wo fin�l inspectiona were c�nduct�d on Octobor 1, �Ap3_ In tha aRarnoQn we were joined by <br /> B�ce from th� Inspe�tlnns Office ir� Orono. Qn e Jolnt trip eround the site, one erea about d' In <br /> foafing length �nd on�foot wlde was discavered to have n� ruck an tha inaide hatf of the foo�ng <br /> forms. Orl the inside svme crggnlc clays and silly sAlls were uncovgred by st�bilizing rock. Th�se <br /> areas will �e condltioned to the statua af th�ohher 98%of'the pr+aject befor� proceeding. <br /> (4) 7his excavation and foundatlan�ails systern Is quite sutrabl�for constructlon ot the proposed <br /> stru�ture, If furtller informabon is r�quest�d Qr if you heve �n�r quastlans, p(ease call. <br /> (5) Rewisod -We did not dlreat(y talk ta the A►cFjltect ar Structurel �n�lneer an tltis ppoJe�!and <br /> th� r�a�uft wa�some communication eRors. �?ur untletstanding wa&�hat a struv�ural slab was <br /> no!n�ede�1.A typographic er►Qr I�ft�utthe word not in Para. (2�#d abave. The clean�s�ndy, <br /> soll in the footptrnt of the house a!3490 Nor�h Shcre Orive wlll ha�e a laad bear�ng capacity oP <br /> 1004 to 150o pounds per cubic foot, <br /> Re rted By, ' Date: October 2,2003 <br /> ', R�vised : O�obar 3,2�03 <br /> . Note Itellcs 1, 2-3,2� <br /> � 211d �9V.;IVOV, 21, 2003 <br /> �ni�el J, qhtc�n, P P��a� S -Alf Bold <br /> Mlnn�so pglm2ro�on No, Zp181 • <br /> Cc � I��M�.�Ir��, ', <br />