5.3. PCSR 08-08-2006 - Laserfiche WebLink

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Alliance Community Church July i i, Zoo6 Page 2 private drive to service the church. An analysis will have to be made to determine whether or not sanitary sewer needs to be extended across the site for serving propertiy on the west side of the church site. Watermain is extended from 186`i' Avenue northerly along the private drive to 185`h Avenue. Waternzain will need to be extended westerly along 185` Avenue ending a hydrant prior to the street being reconstructed. Watermain will also need to be extended on the 186` Avenue corridor westerly across the church property for service of property further to the west. There are two hydrants proposed on the site; one at the southeast corner of the building and one at the northwest corner of the building. These locations will need to be reviewed by the Fire Department. 6. A public easement for utility and drainage purposes will need to be granted by the owner of the private drive to the City of Elk River for the construction and maintenance of public utilities. The owner of the private drive will also have to provide a private easement to the church for access and maintenance of the storm drainage system. 7. The site will need a NPDES permit and a Storm Water Pollution Prevention Plan (SWPPP). The SWPPP needs to be in an 8 lfi"x11" format signed by the owner, developer and contractor. Proof of application for the NPDES permit, together with the SWPPP will need to be submitted, reviewed and approved prior to issuance of a building permit. I have previously met with representatives from Kinghorn Company, Inc. and gone through similar discussion of these general observations of the site plan. There may be more minor comments as we get an opportunity to review the storm drainage calculations and afull-sized grading plan. If you have any questions about any of these initial comments, please contact me. S:\PLANNING\Case Files\2006\CUP\CU 06-19 Kinghom-Alliance Church\07 1106 Engr s memo.doc