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r*',. <br />V::'' <br />tT: <br />r <br />L . <br />ll^V. <br />?x-’ <br />&■■■ <br />% • <br />[;.%■■■ <br />tt <br />f - <br />V-^'- <br />S:- <br />t^*-‘ <br />i-H • •■ <br />, <br />. ’• ■- <br />vV V- •■’' <br />.'-if- <br />.V., . <br />> <br />1 <br />:j»" • <br />^t?S:P'- <br />F <br />■i-'P" . : <br />s <br />i'ASi"^•y; <br />c.Proposed improvements will have no negative inpact <br />on the historic drainage patterns of the <br />neighborhood. <br />4.The City Council finds that granting a conditional use <br />permit to allow the proposed land alteration and <br />installation of a 4' high retaining wall will not be be <br />detrimental to the health, safety or general welfare of <br />the public, would not adversely affect light, air nor <br />pose a fire hazard or other danger to neighboring <br />properties, nor will its use depreciate surrounding <br />property values and that the proposed level of use of <br />the property will be in keeping with the intent and <br />objectives of the Zoning Code and Comprehensive Plan of <br />the City. <br />3 .The City Council has considered this application <br />including the findings and recommendations of the <br />Planning Commission, reports by staff and comments of <br />the applicant and the affect of the proposed use on the <br />health, safety, and welfare of the community. <br />CONCLOSIOHS, ORDER AND CONDITIONS <br />Based upon one or more of the above findings, the Orono <br />City Council hereby grants a conditional use permit per Municipal <br />Zoning Code Section ir 03, Subdivision 19 to permit land <br />alteration improvements as shown on topographic detail by Mark S. <br />Gronberg of Coffin and Gronberg, Inc. dated May 19, 1992, subject <br />to the following conditions: <br />1.The timbers from the retaining walls to be removed <br />shall be disposed at an approved disposal site. <br />2.Final elevations at 2.5 to 1 slopes must be restored <br />with groundcover of a type of vegetation that will not <br />require maintenance. <br />3.Granular material and drain tile to be installed behind <br />3 — 4' retention wall at base of fill site to minimize <br />hydrostatic pressure at the base of the wall. <br />4.Slopes should be graded to allow a small drainage swale <br />running along the top of the wall. Such swale would <br />divert surface runoff to the sides and minimize amounts <br />of runoff flowing over wall. <br />... <br />Page 2 of 4