My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
09-09-1996 Council Packet
Orono
>
City Council
>
1996
>
09-09-1996 Council Packet
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
9/5/2023 12:28:35 PM
Creation date
9/5/2023 12:25:41 PM
Metadata
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
334
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
^V. . £ <br />To:Chair Peterson and Orono Planning Commission Members <br />Ron Moorse, City Administrator <br />From:Michael P. Gaffron, Assistant Planning & Zoning Administrator <br />Date:August 16, 1996 <br />Subject:#2167 Waterstreet Builders/Allen and Judy Schefers, "2540" Casco Point Road <br />Variance - Public Hearing <br />Zoning District: LR-IC, Single Family Lakeshore Residential, 1/2 Acre, Sewered <br />Application:Request for 75-250' hardcover variance to construct new home on this <br />vacant lot. Possible request for CUP for fillimportation in excess of 100 <br />cubic yards. <br />List of Exhibits <br />A - Application <br />B - Plat Map <br />C - Property Owners List <br />D - Survey (8-14-96 revision) <br />E - Hardcover Calculations (8-14-96 revision) <br />F - Original Proposal <br />G - Flood Insurance Rate Map <br />H - Area Map from Flood Insurance Study <br />Detailed Study Area Showing Boundary Between 931' and 935' Flood Zones <br />Section 10.08, Subd. 3 <br />Pertinent Code Sections <br />1 <br />2. <br />3. <br />4 <br />Sections 10.22, Subd. 2/10.56, Subd. 16 (L): 75-250' zone hardcover limited to 25% <br />(30.7% proposed). <br />Section 10.55, Subds. 7: The regulatory flood protection ele«^ation for the Floodway <br />and Flood Fringe Districts is 1.0' above the base floodwater surface elevation as defined <br />in the Flood Insurance Study. Base floodwater surface for the drainageway on this site <br />is 934.5', requiring basement floor elevations no lower than 935.5'. <br />Section 10.03 Subd. 21.2: Maximum fill allowed to be imported without CUP is 100 <br />cubic yards. <br />Section 10.08, Subd 3: Variance .standards (Exh. J)
The URL can be used to link to this page
Your browser does not support the video tag.