HomeMy WebLinkAboutRe: sewer/assessment � Ra�hel Dod e
From: Adam Edwards � � �,`b � �
- Sent: Tuesday, August 18, 2015 12:58 PM a�
To: Rachel Dodge ,`�.� p,q� � ��
Cc: Scott Oberaigner �r� F�'" ,��i �
Subject: 480 Russell � �,��=�� �� �� �
���al� � �°� �
Rachel, � �►`
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Can you please look up the file on 480 Russel and see if it has ever been assessed for Sewer. �� �
Thanks, ��
Adam � vo
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Adam T. Edwards, P.E.
C3irector of Public Works/City Engineer
City of Orono
(952) 249-4661
aedwards@ci.orona.mn.us
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REQUEST FOR COUNCIL ACTION
DATE: October 11, 1999
ITEM NO.:
Department Approval: Administrator Reviewed: Agenda Section:
Name Gregory A. Gappa Engineer's Report
Title Director of Public Services
Item Description: Request for Sanitary Sewer 480 Russell Avenue
We have received a request from the property owner at 480 Russell Avenue for connection to
sanitary sewer. This properry is located adjacent to the northeast comer of the Minnetonka Bluffs
sewer project. There is an existing sewer in Russell Avenue at the southwest corner of the
property. This property is an existing developed lot with a noncompliant septic system. There
are no septic sites available on the property, as the house is located on a hill surrounded by steep
slopes. This properry meets the criteria for use of one of the 50 sewer units available from the
1996 MUSA expansions comprehensive plan amendment.
The 1999 connection charge for hookup to the Minnetonka Bluffs sewer project is $10,930. There
are two possible options available for sewer connection. One option would be for connection to
the property at the southeast corner, and installation of a sewer service through the southern
portion of the property. The other option would be to extend the sewer north on Russell Avenue
to the property line. This would require extension of an 8" sewer line and a manhole at the end
of the public sewer. We are recommending that City Engineer approval be required for sewer
connection plans and that construction inspection be required for any work in the public right of
way. The property owner will be responsible for all costs associated with the sewer connection.
COUNCIL ACTION REQUESTED:
Motion to approve use of one sewer unit for connection of 480 Russell Avenue to sanitary sewer
with the property owner responsible for all costs associated with hookup, including the
connection fee for the Minnetonka Bluffs sewer project, and City Engineer plan approval
required.
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TO: Greg Gappa, Public Services Director
FROM: Chris Pence, On-Site Systems Manager
DATE: September 23, 1999
SUBJECT: Septic Review for 480 Russell Ave.
The existing septic system on 480 Russell Ave. is a non-compliant septic system and needs to be
repaired by 12/31/2002. The septic sytem failed due to a lack of a state required three foot
sepazation between the ordinary high water table and the bottom of the drainfield.
A site inspection was conducted to determine if there,�re any reasonable sites available for a
septic system. There does not appear to be any available sites for a standard septic system. The
major reason is slope. The slope of the land is too high and is not conducive for a septic system.
The slope is over 6%, which is the maximum slope that city code will a11ow.
Staff recommends allowing this properiy to connect to the city sewer system because there are no
sites due to excessive slope. If more definitive information is needed,the properry owner will
need to hire a state licensed site evaluator to test the soils at this site.
. .
._ .. SEPTIC SYSTEMINVENTORY
- ' � Address: 480 Russell Ave. PID: 02-117-23 31 0003
Building Type residence #BRs/GPD: 4 #Systems 1 Units Billed 1
� Pernut#: 2475 . Date of Permit: 7/20/70 Installer: Sullivan
System Type standard trench Experimental: no Appliances lndry,dshw,dspl
SYSTEM CONDITION
Conformity: 3 Tank Condition: 10 DF condition: 11 Failure Pot: medium
SEPTIC TAN%S
Material: Capacity:
Setback to Bldg: Cesspool: yes
DRAINFIELD
Length of Lines #Lines: Trench Width:
Treatment Area: Type of Filter Soil Boring: no
Tile Size: Under Tile Perc Rate:
Setback DF-Bldg: DF Ht above Wt:
Soil Type: Limitations: water table
WELL DATA
Setbacks -Well-Tanks: Well-DF: Report in File
Pump Type: Depth: Diameter: Method:
INSPECTIONRECORD PUMPOUT RECORD
DATE DESCRIPTION COMPLIANCE DATE GALLONS
6/6/79 no surfacing 2 _ 5/12/87 500
7/22/87 no surfacing 2 6/19/91 500
5/3/91 no surfacing-bafIle missing,pump tank 2 7/24/95 1000
4/22/94 no surfacing 2
11/2/98 non-compliant-repair by 12/31/2008 3
� ORONO CITY COUNCIL MEETING
' MINUTES FOR OCTOBER 11, 1999
(*#8) #2524 W. DUNCAN MACMILLAN, 1700/1820 FOX STREET-CONDITIONAL
USE PERMIT- RESOLUTION NO. 4365
Sansevere moved, Flint seconded, to approve Resolution No. 4365 Granting a
Conditional Use Permit per Municipal Zoning Code Section 10.03,
Subdivisions 19-21, File #2424, 1820 Fox Street. VOTE: Ayes 4, Nays 0.
(#9) #2541 PAUL PHILLIPS, 2140 SIXTH AVENUE NORTH, FINAL PLAT OF
PHILLIPS WOODLAND TERRACE THIRD ADDITION
Peterson moved, Flint seconded, to table Item #2541, 2140 Sixth Avenue
North, Final
Plat of Phillips Woodland Terrace Third Addition, until October 25, 1999.
VOTE:
Ayes 4, Nays 0.
ENGINEER REPORT
('`#10) REQUEST FOR SANITARY SEWER - 480 RUSSELL AVENUE
Sansevere moved, Flint seconded, to approve use of one sewer unit for
connection of 480 Russell Avenue to sanitary sewer with the property owner
responsible for all costs associated with hookup, including the connection fee
for the Minnetonka Bluffs sewer project, and City Engineer plan approval
required. VOTE: Ayes 4, Nays 0.
(*#11) REQUEST FOR SANITARY SEWER - 925 BROWN ROAD NORTH
Sansevere moved, Flint seconded, to approve use of one sewer unit for
connection of 925 Brown Road North to sanitary sewer with the property
owner responsible for all costs associated with hookup, including the
connection fee for the North Long Lake sewer project, and City Engineer plan
approval required. VOTE: Ayes 4, Nays 0.
(*#12) AWARD CONTRACT FOR WELL #1 REPAIRS
Sansevere moved, Flint seconded, to award the contract for well number 1
repair to Alberg Water Services, Elk River, Minnesota, for a total base bid of
$29,765. VOTE: Ayes 4, Nays 0.
(*#13) REQUEST FOR PAYMENT #2 - EDGEWOOD HILLS SANITARY SEWER
PROJECT
Page 6
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ALL SANITARY SEWER AND MUNICIPAL WATER CONNECTION CHARGES(If not previously assessed or if an improvement project is not deemed to be required in
the sole discretion of the City. If an improvement is required,the connection charge may be in addition to any assessment.)
The connection charge for properties wishing to connect to the sewer or water but which are located outside the delineated boundaries of the affected project area shall be charged•
the connection fee for that area. Such connections are subject to City Council approval.
SEWER PROJECTS
1980-1 Minnetonka Bluffs $14,510.00 I
1980-1 West Ferndale/Count Road 15 $33,700.00 1
1980-1 Orono Lane $26,970.00 1
1980-1 Coun Road 15/Marinas $11,290.00 1
1980-2 North Shore Drive/Scotch Pine Lane $33,700.00 1
1981-1 North Shore Drive/Hi hwood $17,350.00 1
1982-1A Navarre Utilities $3,690.00 Trunk Area (1)
$1,508.00
1982-1B Navarre Utilities Northern Avenue $600.00 $3,990.00 (1)
(trunk unit Per Acre
acre/unit
1985-1 C stal Ba $17,540.00 1
1983-1 Hi hwa 12 Orono-Lon Lake-Medina $ 1 730.00 1
1989 Hi hwa 12 $6 330/acre l
1992 Stubbs Bay Sewer
I Stubbs Bay NE/NW-Bayside East $19,750.00 �l�
❑ Bederwood $30,580.00 �i�
III Bayside North $25,900.00 �l�
IV Oxford $36,550.00 �l�
V Cygnet and Leaf $29,540.00 �>>
CREDIT TO AREA:
(1) 602-37691 Sewer Operating (6) 317-37691 1997 Improvements
(2) 406-37691 PIR Fund#7 LS&Forcemain (7) 313-37691 1998-1999 Sewer Improvements
(3) 316-37691 1992 Improve Stubbs Bay (8) 314-37691 2000 Sewer Improvements
ALL SANITARY SEWER AND MUNICIPAL WATER CONNECTION CHARGES (If not previously assessed or if an improvement project is not deemed to be required in
the sole discretion of the City. If an improvement is required,the connection charge may be in addition to any assessment.)
201 S Fee Schedule-Page 11
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