4701 W GLENHAVEN DR 2016-01-01 MF Import

October 15. 1980 Pro�ect No. 8010-1 gi-win Homes Page 9 drainage gradient ie eatablished� and directed into the drain syatem by tight line. Due to the nature of the fine grained soile occupying portione oY the building area, we would recommend great care be taken when working during rainy weather or saturated aoil conditione. 'Phe high ailt content oY these soile may promote a rapidly deteriorating condition when worked under such conditiona. If euch conditions are noted the geotechnical conaultant should be notified. Appropriate recommendationa may then be given as required. Winter conatruction may necessitate the use of apecial materials or supplementary methods. REPORT I,IMITATIONS The conclusions and recommendations contained in this report are based on site conditions as they preaently exist, antici- pated future earthwork activity, and the expectation that the exploratory test pits and observations adequately define the subaurface conditiona throughout the site. In the event that the scope of the pro3ect should change, or subsurface condi- tions different from those encountered during our field test- ing be observed or auspected, we should be advised. At that time a review of the changed condition will be made and alter- native or remedial recommendations given as required. � Thia report has been prepared for the exclusive use of Ki-Win homes, for specific application to the sub�ect reaidential construction, in accordance with generally accepted geological and soils engineering practices. No other warranty, expressed