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The number of permits included under Task No. 2 was increased as additional permitting needs were identified during preliminary design of the facility. Additional permits were prepared and submitted that were not included in the original scope of services. These additional permitting efforts include Notice of Intent to Use a General Permit to Construct Wastewater Collection/Transmission System, Notice of Intent to Use a General Permit to Construct Water Main Extension, and Title V air construction permitting determination. The inclusion of additional systems/ equipment as well as the expansion of the Electrical/ Laboratory budding under the design tasks will also result in a longer anticipated construction period and require additional review and processing efforts under Task 5 .0, General Services During Construction. The following describes the modifications to the original Scope of Services in greater detail. SCOPE OF SERVICES CDM will provide additional engineering services related to Preliminary and Final Design and Permitting Services for additional engineering efforts required to complete the design of the dewatering facility at the current revised location within the landfill. The additional services will also include the additional operating equipment and processes not included in the original scope of work. The intent of this Amendment is to provide additional funding for the upper limit of Tasks 1, 2, 3 and 5. The additional services included in this Amendment are described in the following Tasks. Task 1.0 Preliminary Design This task originally provided for the preparation of a Preliminary Design Report including performing topographic survey and geotechnical services, establishing of necessary design criteria, identifying specific permitting requirements, and preparation of a preliminary design level opinion of probable cost. During preliminary design of the facility, several modifications to the design were requested and others were identified as necessary to mitigate for potential phosphorus releases in the biosolids holding tanks. A diffused aeration system and mechanical blowers for holding tank mixing and aeration were added to the design to attenuate this potential and control dissolved phosphorus discharges from the facility. Additionally, the location of the facility within the landfill was changed from a five acre site originally proposed to a smaller site to maximize landfill airspace. The change in location placed the facility farther away from connection points for water and wastewater utilities required for the facility, causing a longer pipeline distance that previously anticipated. The change in location resulted in additional effort for design and drawing preparation as well as cost for additional surveying services for the longer utility piping routes. The modifications to the design during the preliminary design phase resulted in approximately twice the number of drawings originally included in the scope of services and associated budget. The requested budget amendment for Task 1 .0 is presented in Table 1 . The projected project labor disaggregation is provided in Table 2. 2 jb 149 doc