My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
02-17-1987 Planning Packet
Orono
>
Planning Commission
>
1987
>
02-17-1987 Planning Packet
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/28/2023 11:27:18 AM
Creation date
12/28/2023 11:21:47 AM
Metadata
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
193
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
J <br />. • <br />2.Rates of runoff from an area will be dependent on the vol <br />ume of storage available in lakes, ponds, or other natural <br />depressions. Reduction of this available volume will <br />generally cause an increase in water elevations in the stor <br />age areas and in runoff rates. <br />The hydrologic analysis considered the effect on marsh water level <br />fluctuations and runoff rates when the proposed landfill is constructed. <br />The 100 year storm event was considered as the design case. Two marsh <br />areas would be influenced by the proposed demolition landfill. <br />The east marsh is located to the east of the present landfill and <br />includes the area to be filled by the proposed demolition landfill. This <br />29 acre marsh receives runoff from a drainage area of approximately 90 <br />acres. The limits of the drainage area are generally Highway 12 on the <br />north, the Burlington Northern Railroad tracks on the south, and Old <br />Crystal Bay Road on the east. The marsh outlet is an open ditch along <br />the south limits of the Eisinger property leading to Lake Classen Creek. <br />With the fill constructed, the marsh will be reduced in area to 18 acres. <br />Ultimate development of the drainage area was assumed as R-lC residential <br />(minimum lot size of one acre). Our analysis indicated that the landfill <br />construction would increase the east marsh levels by less than 0.3 feet <br />for the 100 year storm event. Also, discharges through the open ditch <br />would increase on the order of 1 cubic foot per second (cfs). <br />The second drainage area is that included in the total area incident <br />to the railroad culvert for Lake Classen Creek (shown in Figure 1 as <br />Area A). This area includes 462 total acres of which 156 acres are lake <br />or marsh. The drainage area includes residentially zoned (R-lC) areas <br />and. also Orono High School. Our analysis predicted that the filling <br />proposed at the landfill will cause an increase in lake and marsh levels <br />during a 100 year storm event of less than 0.05 feet. The discharge at <br />the railroad culvert should be increased less than 1 cubic foot per <br />second. <br />The proposed landfill will have an almost negligible hydrologic <br />effect on the remaining marshes and on the ’.00 year flood flows in Lake <br />Classen Creek. This is because of the large area of marsh in the drain <br />age area in comparison to total area. The actual percentage of marsh <br />4 <br />- 5 -
The URL can be used to link to this page
Your browser does not support the video tag.