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MINUTES OF THE <br /> ORONO PLANNING COMMISSION MEETING <br /> Tuesday,January 21,2014 <br /> 6:30 o'clock p.m. <br /> Following construction of the new home on the property and the commencement of the activity to <br /> construct the new lakeshore access stair and landscaping within the 75-foot setback area, the applicant <br /> noted a dying/diseased tree and significant erosion lakeward of the tree. The tree can be removed but <br /> reinforcement and restoration of the remaining ravine is needed to stop the erosion. <br /> The applicant has provided an engineered plan which contemplates the installation of sub-grade walls to <br /> support the slope. The area will be graded to result in a more stable slope and vegetated to reinforce the <br /> soil. Once the vegetation is established and matures,the restoration area and the reinforcement should not <br /> be visible. In addition,the applicant is proactively creating an armored overflow swale on the west end of <br /> the lakeshore slope to accommodate the stormwater drainage from the property. This overflow will be <br /> screened with plantings and should not be significantly noticeable once the plantings have matured. <br /> By code, conditionally permitted uses must be reviewed using the criteria found in Section 78-916. Staff <br /> finds that Items 2, 6, 7, 9, 10, and 13 apply in this situation and has found that those items are compliant <br /> with the Code. <br /> Staff finds that the conditional use permit amendment to allow the ravine repair, restoration, and the <br /> overflow swale within the 0-75 foot zone appears to be reasonable and consistent with similar properties <br /> in the neighborhood and the landscape plan offers a natural looking slope. The City Engineer has <br /> conducted a cursory revise of the plans and no significant concerns were noted. A full engineering review <br /> will be conducted at the time of the administrative permit for construction. <br /> The Planning Commission should discuss the issues outlined in Staffs report and determine whether any <br /> conditions are necessary to be imposed in order to mitigate any additional impacts created by the work. <br /> Planning Staff recommends approval of the conditional use permit amendment allowing the earth work <br /> within the 0-75 foot setback area. <br /> Dale Gustafson,Applicant, indicated he is the landscape designer on this project. Gustafson stated when <br /> they were designing this project,they did notice the gully on the east side but discovered, once the work <br /> commenced,that the bank was really piles of debris and branches pushed down there and contained little <br /> soil. Gustafson stated the approach they feel is the most practical in that case is to use a subterrainian <br /> wall made out of timbers to reinforce the entire bank. The wall would then be backfilled with soil,which <br /> would be sloped down the top. Vegetation would then be planted on top of that. Gustafson stated that <br /> method has been one of the most effective methods used on lakeshore erosion projects. <br /> Gustafson stated on the other end of the gully, the idea is to provide a place for additional runoff to go. <br /> The silt fence that was placed there was not able to sustain it during the heavy downpour that occurred <br /> this summer. Gustafson stated in his view there will still be considerable runoff down the bank and that <br /> they would like to slightly adjust the grade prior to sodding the area to allow the water to be diverted to <br /> the rock channel. The channel will be filled with boulders with vegetation planted along the sides. The <br /> plants will eventually grow over the rocks so in time it will not be very noticeable. Gustafson indicated <br /> the water will come down the slope, go through the rocks, and then into the riprap. The additional <br /> vegetation will also allow for even more filtering of the runoff. <br /> Gustafson stated currently the east half of the lot is graded in such a way to allow some of the water to go <br /> to the bank and then down. Gustafson illustrated on the overhead the flow of the runoff Gustafson stated <br /> Page 6 of 26 <br />