My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
06-24-1985 Council Packet
Orono
>
City Council
>
1985
>
06-24-1985 Council Packet
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/4/2025 10:14:06 AM
Creation date
12/4/2025 10:08:32 AM
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.
/
229
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
#913 Paul Phillips <br />Page 2 <br />June 21, 1985 <br />The County Highway Department has approved the access location for the <br />future private road. The Comprehensive Plan has classified County <br />Road 6 as a minor arterial road with an 80' right of way width. The City <br />must deny the County's request for an additional 10' of right of way <br />providing for a total 100' right of way. <br />Septic <br />All lots have suitable areas for both principal and alternate on site <br />septic systems. Staff recommends berming, ditching or another <br />approved technique to prevent drainage f rom f uture road being directed <br />to mound areas on Lot 1. Future road construction and drainage from <br />the road if not properly designed will create major problems for the <br />septic system. Staff strongly suggests the berming at the time the <br />septic system is constructed because the existence of the berm during <br />road construction will serve to protect or flay the septic area. If <br />ditching or another means is to be provided at the time of future road <br />construction, the septic area could easily be destroyed by a <br />contractor unfamiliar with the si*uation. The important thing for <br />the developer to realize is that there may not be another suitable <br />septic area on this lot if the tested area is destroyed. <br />Drainage Concerns <br />There are no designated wetlands within the area of the plat. Staff's <br />concerns center within Lot 1. Review Exhibit F. The shared lot line <br />between Lots 1 and 2 has been adjusted to provide Lot 1 more high dry <br />ground within the building envelope. <br />The flat topography, high water table, and soils makeup place <br />restraints on the building envelope. Lot 1 contains a drainage tile <br />that carries runoff to the northeast underground via Lot 3. This tile <br />line must be 1(-gated and designated as a drainage easement on the final <br />plat. The ir'--t of the tile is at the 1005.5 elevation, the first <br />habitable floor " the residence structure must be two feet above the <br />elevation at l .: i.5' . Before final plat i pproval, the City Engineer <br />should determine if there � s a need to also ask for drainage easements <br />around the area of the inlet within Lit 1. Please note Lot 1 already <br />has 2.65 acres in area. The applicant's engineer has also confirmed <br />that drainage from road flows to south side of Highway 12 and does not <br />stav within Lot I. There is a natural berm or hump in the topography <br />that prevents it from flowing over Lot. I to drainage tile. <br />Planning Commission itecommendation <br />To recommend approval of the preliminary plat application of Paul <br />Phill ' f inding all standards of the. RR-lB zoning district and on - <br />site c code havff,bc•t.n satisfied based on the following findings: <br />1. if Lot l is he approved as a . ,jildable site the fallowing <br />condi t ion< <ind controls must be placed on the f ut arr- use of the <br />property: <br />
The URL can be used to link to this page
Your browser does not support the video tag.