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i <br /> 1 � <br /> � <br /> . ' � <br /> ^ } <br /> Dr.Michael Caselnova's Office 4 i <br /> Geohazards Project No.2008674 � <br /> December 9,2008 � <br /> � <br /> s <br /> 8.0 MONITORING BY THE GEOTECHNICAL ENGINEER OR HIS OR HER ; <br /> REPRESENTATIVE � <br /> General <br /> The Geotechnical Engineer or his or her representative will monitor the pressure grouting <br /> operations to document compliance with the specifications outlined above and the duties discussed � <br /> below. All injection pipe installations and grouting operations shall be performed in the presence i <br /> of the Geotechnical Engineer's representative. The Geotechnical Engineer or his or her � <br /> representative shall assume responsibility for verifying the quantity of grout pumped,intervals of ; <br /> grouting and deciding if additional or less grout is necessary. � <br /> Compliance � <br /> The Geotechnical Engineer or his or her representative may stop the grouting operation at any time i <br /> if,in his or her judgment,the operation does not comply with these specifications or the work is I <br /> unsuitable. j <br /> � <br /> Daily Records <br /> The Geotechnical Engineer or his or her representative will malce all measurements of ground , <br /> heave or settlement,installed pipe lengths and grout quantities pumped. Records of each day's <br /> grouting operation will be maintained for the benefit of the insurance company and Contractor. � <br /> The grout and pipe quantities recorded by the Geotechnical Engineer's representative shall be ; <br /> considered the final amounts for pay purposes. ; <br /> � <br /> Ground/House Movement � <br /> During grouting, the Contractor and Geotechnical Engineer or lus or her representative shall ( <br /> observe any vertical movement of the ground and house using a transitJlevel. If a downward <br /> movement of the ground surface is observed,the grouting operation shall cease and observations � <br /> sha11 continue for 30 minutes. Likewise if there is any upward movement of the house, grouting <br /> should be temporarily suspended. If the ground does not return to its original grade,pumping sha11 I <br /> be resumed at a lower rate of injection. If upward movement is observed,the grouting operation � <br /> shall cease. i <br /> Existing Utilities/Structures � <br /> The Contractor shall exercise care when grouting beneath and adjacent to any underground utilities. j <br /> The Contractor is responsible for ensuring the grouting operation does not damage existing utilities, � <br /> wells,septic tariks,etc. j <br /> l <br /> y <br /> ; <br /> � <br /> David Bloomquist,PhD,PE ' <br /> Geotechnical Engineer ! <br /> Florida License Number 37235 � <br /> I <br /> i I <br /> � <br /> I <br /> ; <br />