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soil observation/testing-1991
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soil observation/testing-1991
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Last modified
8/22/2023 3:47:46 PM
Creation date
11/30/2018 12:50:35 PM
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x Address Old
House Number
3333
Street Name
Shoreline
Street Type
Drive
Address
3333 Shoreline Drive
Document Type
Misc
PIN
2011723110024
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I_�'��E���,,,��11t L� ,�� <br /> ' ! k� <br /> ; „ � <br /> • � SEP 2 3 1991 <br /> p,J, i�7ilier Eiuilders, Inc. rUJlr'1 Clt� te5t1�'1C� <br /> corporat�on <br /> � 662 CROMWELL AVENUE <br /> ST, PAUL, MN 55114 <br /> PHONE 612/645-3601 <br /> TO: Ricks Super Valu DATE: September 11, 1991 <br /> Attn: Rick Bloomquist <br /> 3333 Shoreline Drive PROJECT NO: 4220 91-1427 <br /> Navarre, MN 55392 <br /> PROJECT: ADDITION - RICKS SUPER VALU COPY TO: D. J. Miller Const. <br /> NAVARRE, MINNESOTA Widmer, Inc. <br /> SOIL OBSERVATION AND TESTING <br /> INTRODUCTION <br /> This report concerns our observation and testing of soil conditions for the planned addition to <br /> Rick's Super Valu in Navarre, Minnesota. Our work was requested by Russ Widmer on August <br /> 16, 1991. The scope of work we were authorized to perform was limited to the following items: <br /> 1• Observe the soils exposed within the completed building area excavation. <br /> 2. Put down shallow hand auger borings within the excavated area. <br /> 3. Judge whether tt�e observed soils are suitable for support of fill and structural <br /> loadings. <br /> 4. Perform compaction testing of fill placed to established grade. <br /> CONCLUSIONS <br /> Based on our v,isual observatioii and shallow hand auger borings, it is our opinion that the soils <br /> exposed at completion of excavation within the building area addition consist of naturally deposited <br /> soils similar to those described in tt�e report to the preliminary subsurface exploration (#4220 91- <br /> 1043). These �naturally deposited soils consisted of brown and grey lean clay, sandy lean clay and <br /> clayey sand. The soils in the condition observed, were judged to be suitable for support of fill and <br /> structural loadings. According to offset staking and building elevation information supplied by <br /> others, a suitable lateral excavation oversize of l:l appeared to be maintained around the <br /> perimeter of the excavation. <br /> . AS A MUTU�L PROTECTION TO CUENTS,THE PUDLIC AND OURSFLVES.A�L TWIN C�TY TFSTING CORPOR�TION pEPORTS ARE SU[�MITTED�S THF CONFIDFNTIAL PROPFRTY OF CLIENTS, <br /> �Mfl�ll(I IOf117ATION FpR hUR1.IC:AI ION p{=SINEMENIS.CONCLUSIONS OFl FXTRAC7lpN$FRQM OR REGAfaDING OUR 17EPORTS IS RESERVED PENDING OUR PRIOR WRITTEN APPROVA6, <br />
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