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HomeMy WebLinkAboutPermit Field Test & Inspection Report 1999-12-6 D~c-OB-99 10:34A Mort~er Eng;neer;ng (541)4B4-6B59 'P.02 \ ",~I,'.,,"^~;) '-"I'" ""'"'''''''''~I ",." ')!' -' '/:. ',...,. /. :~..~.~. 1~II'u_.. . he..., ,"s.' . r " rl"; .... ft:I"'I"I-I~I.'11 l C:~_' I~~I ..1', I i'l ..~I I I~;:: :[1111 e,I~I_I;t=+~;I~ '\ 1.( ~1~'.:,.1. ~""''./.'V r.\". ~,;_....,... N,~,,,_.._,..,~,,/.,,,,,,,,,, IORTIER ~NGINEERING, P.c. STRUCTURAL BUILDING DESIGN. FIRE PROTECTION CODE CONSULTANT. PLAN CHECKING CONSTRUCTION INSPECTION 1245 PEARL STREET EUGENE OREGON 97401 PHONE: (541) 484-9080. FAX (541) 481\-6859 December 6, 1999 Wyatt Ledbetter 6316 Aster St Spnngfleld, OR 97478 . _ < RE - 1150 S 69th, SpnnQfleld - Site Inspection ~ W 0 # 12307-RDR , \ As you requested, an Inspection was performed to determine If the Site, as prepared, IS SUitable for the placement of concrete footings for the proposed wood framed reSidence At the time of the In"spectlon the site had been excavated, 2"-3" of crushed rock had been placed and the footing formed and steel reinforcement placed No expansive sOils were observed, although a few "soft" areas were found In the lower footing areas ThIS area appears to be composed of fairly well keyed rock (25# - 100#) and non expansive type soil The area was, fairly wet due to recent rainfall and should "firm" up when not exposed to weather The site IS on top of a small ndge and draInage should not be a problem, but backfill should be sloped away from the foundation for a minimum of 10' - 0" or a sUitable drain line Installed ThiS sOil investIgation IS based on the areas exposed at the time of the InspectIon, and shallow hand shovel excavations Mortier Engineering, P C assumes no responSibility for unseen subsurface conditions that may eXIst, overall slope or site stability or drainage Issues, that may occur at later dates I hope you fInd thIS report adequate for your purposes at thiS time Thank you for thiS opportunity to be ,of service If you have further questIons, please do not heSItate to contact me at 484~9q80 , , Very truly yours, - " 1 Owen Grover, P E OLG/Jn -~ \;;:/