Laserfiche WebLink
, . S: <br /> I <br /> �,,...,,, � <br /> 1.v� w � <br /> i � <br /> . I <br /> � <br /> ��� 1 <br /> d <br /> � �� <br /> � � <br /> �� � ,� , i <br /> � <br /> � � <br /> ��� � � � � <br /> OM i <br /> n <br /> Q`� � Kelvin and Patti Bart�n JN 91322 � <br /> �y� October 2�, 1991 Page 10 <br /> �HyH <br /> � I <br /> g�' Structural fill which is to be placed in wet weather should � <br /> �t�� consist of a granular soil having no more than five (5) <br /> ��, percent silt or clay particles. The percentage of particles <br /> _ y passing the No.200 sieve should be me�sured f;om that portion <br /> of the soil passing th� three-quarte rinch sieve. <br /> LIHITATIONS ', <br /> 7he analyses, conclusions and recomme�dations contained ir� <br /> this report are based on site conditions as they existed at <br /> the time of our exploration and assume thet the soils <br /> encountcred in the test pits are representative of the <br /> subsurface conditions of the site. If the subsurface <br /> conditions encountered during construction are significantly <br /> different from those observed tn the explorations, we should <br /> be advised at once so that we can review these conditions and <br /> \ reconsider our recommendations where necessary. Unanticipated <br /> r/� soil conditions a -e commonly encountered on co�struction sites <br /> ; `, and canr�ot be fully anticipated by merely taking soil samples <br /> .� ! in test pi ::s. Subsurface condittons can also vary between <br /> exploration locations . Such unexpected conditions frequently <br /> � require that additional expenditures be made to attain a <br /> �I ��Q properly constructed project. It is recommended that the <br /> owner consider providing a contingency fund to accommodate <br /> such potential extra costs and risks . <br /> I <br /> �� ��1_� 7he recommendations presented in this report are directed <br /> toward protection of on1Y the structures from damage due to <br /> � slope movement. Landslides and soil movement can occur on <br /> steep slopes . At additional cost, we can provide <br /> recomm�ndations for reducing the risk of future movement on <br /> I �..� tha steep slopes , which could involve installation of <br /> subsurface drains or construction of costly retaining <br /> structures . Alternatively, the owner can accept the <br /> � possibility that �ome of the ground on and above the slope <br /> ' could he lost to slope movement over time. <br /> �� <br /> This report has been i��•epared fur the exclusive use of Kelvin <br /> and Patti Barton and their representatives for specific <br /> ��� apptication to this project and site. Our recommendations and <br /> conclusions are based on the site materials observed . and <br /> -- selective laboratory testing and engineering analyses . 7he <br /> conclusions and recommPndations are professional opinions <br /> derived in accordance with current standards of Nractice <br /> within the scope of our services and wittiin budget end time <br /> constraints . No warranty is expressed or implied . The scope <br /> � �`,,�. of our services does not include services related to <br /> ; = '' .;= <br /> -;�i:;.� ` _ • . <br /> GEOTECH GCNSULTANTS, INC. <br />