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- `9$E$KOg' 2150 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
October 28, 1997
Dear Project Area Residents;
Installation of the sanitary sewer lines and lift stations is complete for the Bracketts Point/Bay Ridge
sanitary sewer project. The system will be operational and available for residential corulections as
of Monday, November 3rd. All connections to the system must be completed by a state licensed
plumber. A City permit for connection must be obtained by the licensed plumber who is going to
complete the work. Payment of the Metropolitan Council Environmental Services SAC (Sewer
Availability Charge) must be made when the sewer connection permit is issued. This charge is for
the metropolitan sewer system downstream capacity that has been reserved for new sanitary sewer
connections.
According to Orono City Code, all connections to the sewer system must be made within 16
months of the official date that the system is operational for residential connections. Based on the
availability date of November 3rd 1997, the deadline for connection to the system is March 3rd
1999. Effectively, this means that all connections will need to be completed before the end of the
1998 construction season.
Restoration of the project area is scheduled for this fall with the final surface course of asphalt
pavement scheduled for completion in 1998. Thank you for your assistance in this matter and
patience and understanding during construction of this project. Please contact myself or Tom
Kellog with Boonestro Engineers, Phone 604-4863, should you have any questions or concerns
about the project.
Sincerely
. � ,�Cy
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Gregory A. Gappa
Telephone (612) 473-7357 � FAX 473-0510
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SEPTIC .SYSTEM INVENT�RY
Address: 1501 Bayridge Rd. PID: 10-117-23 34 0007
Building Type: residence #BRs/GPD Systems/unit 1/1
Permit#: 893 Date of Permit: 9/1/65 Installer: Widmer Bros.
System Type: standard trench Appliances: lndry,dshw,dspl
SYSTEM CONDITION
Conformity: 3 Tank Condition: 5 DF condition: 11 Failure Pot: medium
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SEPTIC TANKS
Material: concrete block Capacity: 1000, 750
Setback to Bldg: 13
DRAINFIELD
Length of Lines 175 #Lines: Trench Width: 2
Treatment Area: 350 Type of Filter: rock
Tile Size: Under Tile Perc Rate:
Setback DF-Bldg: 20 DF Ht above Wt: 1
Soil Type: Limitations: water table -
WELL DATA
Setbacks - Well-Tanks: 50 Well-DF: 50 Report in File: n h
Pump Type: subin. Depth: 214 Diameter: 4 Method:
INSPECTION RECORD P UMPO UT RECORD
4
DATE DESCRIPTION COMPLIANCE DATE GALLONS
4/18/80 no surfacing 2 7/16/85 1500
7/3/85 no surfacing 2 5/23/85 12U0
8/4/87 no surfacing 2 8/1/91 1500
7/13/90 no surfacing-need risers 2 12/24/97 2000
7/21/92 no surfacing-need risers 2
4/17/94 non-conforming-repair by 12/31/96 3
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