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ff04-3007 <br />October 21,2004 <br />Page 2 <br />2.An additional drainage easement shall be required along the route of the ditch, to the 1012' <br />elevation contour. No filling, structures or obstructions may be allowed within the drainage <br />easement. <br />3.All structures shall be set back a minimum of 10' from the drainage easement, to allow for <br />protection of the structures and to allow access to the rear of the house. <br />4.The lot shall also be subject to the standard LR-1A setbacks of 50' front and rear, 30' on the <br />sides. The various setback requirements noted here and above result in a buildablc envelope <br />approximately 50 ’ deep by 75 ’ wide. <br />5.A driveway to access the site shall be located so that it meets the required wetland setbacks <br />and does not encroach the drainage easements. <br />6. <br />7. <br />Lowest habitable floor elevation shall be no lower than elevation 1014'. <br />Prior to Council action on the variance application, applicant shall provide for City Engineer <br />approval a schematic house design and grading plan showing how all of the above conditions <br />can be satisfied. <br />8.Prior to issuance of building permits, applicant shall provide sufficient soils/geotechnical and <br />design information to establish that the proposed improvements will be structurally stable. <br />9. The City will concurrently with the resolution of variance approval adopt an ordinance <br />amending the City ’s wetland map. <br />10. Applicant shall gram an casement and construct stormwater rate and quality control ponding <br />in the area west of the existing ditch. Applicant shall panicipate in the costs of replacement <br />of the culvert under Lakeview Terrace. <br />The applicant has expressed an objection to Condition 10 which requires the property owner or <br />developer of this lot to grant an easement west of the ditch and construct ponding, as well as pay for <br />a portion of the road culvert replacement. The culvert replacement is part of a stormwater system <br />upgrade for this sub-watershed as spelled out in the Orono Surface Water Management Plan. This <br />culvert upgrade is necessary regardless whether this lot is developed, so there is a basis to eliminate <br />this approval condition. <br />Also in relation to Condition 10, the construction of ponding along the west property boundary is <br />suggested by the City Engineer as a potential City project, although it would be relatively <br />inexpensive to construct if such ponding became part of the required site grading plan rather than <br />done by the City at a later date. Such ponding may reduce the overall size of any future upstream <br />ponding needs. As a minimum, staff feels