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Correspondence re structural integrity of hse
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Correspondence re structural integrity of hse
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Last modified
8/22/2023 3:53:30 PM
Creation date
3/15/2016 12:39:15 PM
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x Address Old
House Number
2776
Street Name
Casco Point
Street Type
Road
Address
2776 Casco Point Road
Document Type
Correspondence
PIN
2011723230012
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NC� ". '' -- - :w�1r�a BrcG� i ^te `.�� !io O��F �' � <br /> g�a V N braun InioA�c Corpererise I Phc,ne: 959.Vq5 2000 <br /> 1 1C01 Hamoshrce/Lvenue S I Fox: 952.9tiS 2020 <br /> INTERTEC �1�nnccpolia, MN�5438 Web bro�n;nterrec.con, <br /> Novembcr 8, 2002 Projcct BA.BX-02-0672 <br /> Mr.Jeff Cole <br /> 2776 Casco Point Road <br /> Orono,MN 5539I-94I4 <br /> Dear Mr Cole• <br /> Rc' Soil Evaluation, Proposed Multi-Story Addition to Singic-�'amily Residence,277G C�.sco Point <br /> Road,4roaa,Minr�csota <br /> We have completed the soil evaluarion for the mvlti-story addition to the sing'.e-family residenee at <br /> 2776 Casr.o�ovnt�toad in Oxono,Ivlinnesota. Our eva�uation included perfor,ning haad auger borings, <br /> hand penetror�eter tests, dynamio cone per!etrometer tests and visually ciass:fying sc�il obtained from the <br /> boriugs. These services were pravided following coaversations v✓ith you,your dcsi�team and as <br /> required by the City of Orono„ <br /> Situation <br /> Wc uaderstard trat you propos�to cansmu;t a multi-story addition to the existing single-fanu:y residcnce <br /> at 2776 Caseo Point Road;n O�ono. '�'f�e addition will inelude a seco;�d story over portions of thc <br /> existing house as welt as a garage addition <br /> We furthrr understand that t.he City of Orono has rcqu�sted the soil beneath tl:e existing home as�ell as <br /> the soi�beneath tne proposed addition be evaluated priox to issuing constivction permits <br /> Procedures a�ad Observations <br /> On Tuesday,Nove:nber 5, 2002, Mr.Psu? Gion�ddo,project engineer £vr Braun L�tertcc met with you to <br /> obsen•e soil conditions and perform hand auger borings, dynamic conc pe�i�t�ometer{DC'P) tests and <br /> hand penetometer tests. Footings for the groposed addition were excav�ted prinr to arri�•ai on <br /> November 4,2002. !�rcas betwe;en t:7e fooring trenchcs wcrc not excavated. Five(5)h�nd auger borings <br /> were performed in the base of the faotin�excavation. Two hand auger borings were advanced <br /> horizontally into the soil hencath thc cxistin� footings to the house. T�ree of the hand auger borings were <br /> laken along the north footing iine. 'I'o further aid in e��aluating soil stren�th,two pCP tests w•ere <br /> performed in the base of the footing excavation and hand peneLr�rneler tests taken at random locations., <br /> ~ - Prtwiding eng:neerng Qr.�I Cncirpr.mgTttal SU�SLi0113 Slll�e l957 <br />
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