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INTRODUCTION <br />Thi City of Orono has requested this report to determine the best method <br />of handling the storm water runoff from a small wateushed along Casco Point <br />Road. During construction of a new house at 3061 Casco Point Load, one of two <br />existing outlet pipes were removed. v se of this study is to determine <br />the size of the replacement outlet 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 rune tinder 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 />outlet pipe. <br />drainage area is landlocked with no safe overflow drainageway. The <br />water will flow into the garage at 3055 C.sco Point Road before reaching a <br />natural overflow. <br />3 - <br />01-)91119 <br />