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INTRODUCTION <br />The C:_y of Orono has requested this report to determine the best method <br />of handling the storm water runoff from a small watershed along Casco Point <br />Road. During construction of a new house at 3061 Casco Point Road, one of two <br />existing outlet pipes vere removed. The purpose of this study is to determine <br />the size of the replacement o-itlet pipe. <br />The existing outlet pipe at 3055 Casco Point Road is not adequate to <br />handle a significant portion of the runoff. The pipe runs under the existing <br />home and could not be repaired if a problem were to occur. We did not elect <br />to consider the capacity of this pipe when determining the size of the new <br />rea is landlocked with no safe overflow drainageway. The <br />to the garage at 3055 Casco Point Road before reaching a <br />