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The following are our estimated costs and qualifiers for professional surveying services for 2003 -2004 : <br /> Estimated Costs. <br /> Project Management, Research, Administrative $ 1 , 860 . 00 <br /> Aerial Photography (performed by others) $ 5 ,400 . 00 <br /> Cross Sections utilizing G.P. S . - (Ground Truthing) $ 11760 . 00 <br /> Import, Process and Adjust G . P. S . Data $ 790 . 00 <br /> Volume computations, Quantity Report and <br /> C . A.D.D. drawings $ 3 , 960 . 00 <br /> Total Estimated Cost $ 13, 770. 00 <br /> Qualifiers. <br /> Carter Associates, Inc . (C .A. I.) will ground truth Segment I and II, the Infill and the Construction and <br /> Debris cell to ensure accuracy of topographic map prepared by sub-consultant . <br /> 1 .) Carter Associates, Inc . will calculate occupied and unoccupied airspace based on the plan <br /> elevations and total permitted volumes provided by C.D. M. and the three-dimension model <br /> of the existing topographic features (surface) provided by the sub-consultant. C . A. I. will <br /> prepare a surveyor' s report certifying to the calculated quantities. <br /> 2 .) Carter Associates, Inc . will provide the following : <br /> Four copies (24"x 36" Bond) of Topographic map prepared by the sub-consultant <br /> ( 1 "=50 ' Contour map of each site) <br /> Four copies (8 - 1 /2"x14" Bond) of Topographic map prepared by the sub-consultant <br /> ( 1 "=200 ' Contour map of each site) <br /> One copy (24"x 36 " Mylar) of Topographic map prepared by the sub-consultant <br /> ( 1 "=50 ' Contour map of each site) <br /> One copy (8 - 1 /2 "x14" Mylar) of Topographic map prepared by the sub-consultant <br /> ( 1 "=200 ' Contour map of each site) <br /> One copy (Mylar) of Cross-sections of each active cell <br /> Electronic AutoCAD files on CD or ZIP disk including ASCII point file <br /> Report of Volumetric survey <br /> Color Spot enlargements of "active" landfill cells <br /> Horizontal data shall be established utilizing the Global Positioning System. The coordinates <br /> furnished will be relative to the North American Datum of 1983 , Adjustment of 1990 . Vertical data <br /> (elevations) will be established using conventional Third order accuracy standards and will be <br /> relative to the National Geodetic Vertical Datum of 1929 . <br /> Note. <br /> S :\P\04-254p\docs\04-254P_Vo]SurveyEst.doc Page 2 of 3 <br /> � <br /> fl titr � iir linri� i, i <br /> tiiiu 'tI , M <br />