HomeMy WebLinkAboutItem 08
City of Lakeville
20195 Holyoke Avenue • Lakeville, MN 55044
October 20, 2014
2015 Street
Reconstruction Project
City of Lakeville
Dakota County, Minnesota
City Project No. 15-02
WSB Project No. 2109-491
Feasibility Report
2015 Street Reconstruction Project
City Project No. 15-02
City of Lakeville, MN
WSB Project No. 2109-491
FEASIBILITY REPORT
2015 STREET RECONSTRUCTION PROJECT
CITY PROJECT NO. 15-02
FOR THE
CITY OF LAKEVILLE, MINNESOTA
October 20, 2014
Prepared By:
WSB & Associates, Inc.
701 Xenia Avenue South, Suite 300
Minneapolis, MN 55416
763-541-4800
763-541-1700 (Fax)
engineering planning environmental construction 701 Xenia Avenue South
Suite 300
Minneapolis, MN 55416
Tel: 763-541-4800
Fax: 763-541-1700
St. Cloud Minneapolis St. Paul
Equal Opportunity Employer
wsbeng.com
October 20, 2014
Honorable Mayor and City Council
City of Lakeville
20195 Holyoke Avenue
Lakeville, MN 55044
Re: Feasibility Report
2015 Street Reconstruction Project
City Project No. 15-02
City of Lakeville, MN
WSB Project No. 2109-491
Dear Honorable Mayor and City Council:
Transmitted herewith for your review is a feasibility report which addresses improvements
associated with the 2015 Street Reconstruction Project. This feasibility report describes the
necessary improvements and associated costs for this street reconstruction project.
We are available at your convenience to discuss this report. Please do not hesitate to contact
Krista Anderson at 763-287-7187 or Matt Mohs at 507-218-3752 if you have any questions
regarding this report.
Sincerely,
WSB & Associates, Inc.
Krista Anderson, PE Matthew Mohs, PE
Project Manager Project Manager
Enclosure
Feasibility Report
2015 Street Reconstruction Project
City Project No. 15-02
City of Lakeville, MN
WSB Project No. 2109-491
CERTIFICATION
I hereby certify that this plan, specification, or report was prepared
by me or under my direct supervision and that I am a duly
Licensed Professional Engineer under the laws of the State of
Minnesota.
Krista Anderson, PE
Date: October 20, 2014 Lic. No. 46632
Matthew Mohs, PE
Date: October 20, 2014 Lic. No. 42853
Quality Control Review Completed By:
Tom Kellogg, PE
Date: October 20, 2014 Lic. No. 26917
Feasibility Report
2015 Street Reconstruction Project
City Project No. 15-02
City of Lakeville, MN
WSB Project No. 2109-491
TABLE OF CONTENTS
TITLE SHEET
LETTER OF TRANSMITTAL
CERTIFICATION SHEET
TABLE OF CONTENTS
1. EXECUTIVE SUMMARY ............................................................................................ 4
2. STREET AND UTILITY IMPROVEMENT PROJECT ............................................ 6
2.1 Introduction ......................................................................................................... 6
2.1.1 Authorization ........................................................................................... 6
2.1.2 Scope ....................................................................................................... 6
2.1.3 Data Available .......................................................................................... 6
2.2 General Background ............................................................................................ 7
2.2.1 Project Location ....................................................................................... 7
2.3 Existing Conditions .............................................................................................. 8
2.3.1 Roadway Surface ...................................................................................... 8
2.3.2 Storm Sewer ........................................................................................... 12
2.3.3 Water Main ............................................................................................ 13
2.3.4 Sanitary Sewer ....................................................................................... 14
2.3.5 Wetlands ................................................................................................ 14
2.4 Proposed Improvements ..................................................................................... 15
2.4.1 Project Phasing ....................................................................................... 15
2.4.2 Roadway Surface .................................................................................... 15
2.4.2.1 Griffon Trail Traffic Calming................................................... 16
2.4.2.2 Alternate Street Sections .......................................................... 17
2.4.3 Storm Sewer ........................................................................................... 17
2.4.4 Water Main Improvements ..................................................................... 18
2.4.5 Sanitary Sewer Improvements ................................................................ 18
2.4.6 Street Sign Replacement ......................................................................... 19
2.4.7 Mailbox Replacement ............................................................................. 19
2.4.8 Permits/Approvals .................................................................................. 19
2.4.9 Construction Access/Staging .................................................................. 19
2.4.10 Public Involvement ................................................................................. 19
3. FINANCING ................................................................................................................ 21
3.1 Opinion of Cost .................................................................................................. 21
3.2 Funding.............................................................................................................. 21
4. PROJECT SCHEDULE .............................................................................................. 23
5. FEASIBILITY AND RECOMMENDATION ............................................................ 24
Feasibility Report
2015 Street Reconstruction Project
City Project No. 15-02
City of Lakeville, MN
WSB Project No. 2109-491
TABLE OF CONTENTS (continued)
Appendix A
Figure 1: Location Map
Figure 2: Location Map – Contract Phasing
Figure 3A: Typical Street Section – Residential Streets
Figure 3B: Typical Street Section – Residential Streets – Grove Trail
Figure 4A: Typical Street Section – Collector Streets – Harmony Path
Figure 4B: Typical Street Section – Collector Streets – Griffon Trail
Figure 5A: Concept Griffon Trail Improvements
Figure 5B: Concept Griffon Trail Improvements
Appendix B
Opinion of Probable Cost
Appendix C
Assessment Map ID
Assessment Roll
Appendix D
2015 Geotechnical Report – Log of Test Borings
Appendix E
Neighborhood Informational Meeting Minutes – June 26, 2014
June 26, 2014 Public Comment Summary
Appendix F
Soil Corrosivity Results/Past Project Comparison
Feasibility Report
2015 Street Reconstruction Project
City Project No. 15-02
City of Lakeville, MN
WSB Project No. 2109-491 Page 4
1. EXECUTIVE SUMMARY
The 2015 Street Reconstruction Project, City Project No. 15-02, was initiated based on the City’s
Pavement Management Program. Streets proposed for improvements in 2015 include the
following roadways totaling approximately 44,450 feet (8.42 miles):
Foxborough 1st Addition:
Upper 167th Street West
Glencoe Avenue (Upper 167th Street West to 170th Street West)
Glencoe Court (cul-de-sac located on west side of Glencoe Avenue)
Glenwood Avenue (Upper 167th Street West to 170th Street West)
Greenland Path (Upper 167th Street West to 170th Street West)
Grenadier Avenue (Upper 167th Street West to 170th Street West)
Highview Heights 1st, 2nd, 3rd, 4th, 5th, 6th, and 8th Additions; Foxborough 2nd and 3rd
Additions; Chapel Hills 1st, 2nd and 3rd Additions; Cedarglen 1st, 2nd, 3rd and 4th Additions;
Goodview Estates; Cedar 160 Addition and Carroll 1st Addition:
168th Street West (Highview Avenue to Hamilton Drive)
Hershey Path (168th Street West to 169th Street West)
Hemlock Court (cul-de-sac located on north side of 168th Street West)
Hershey Court (cul-de-sac located on north side of 168th Street West)
169th Street West (Hershey Path to 168th Street West)
169th Court (cul-de-sac located to the west of 169th Street West)
Hamilton Drive (168th Street West to 166th Street West)
166th Street West (Harwell Ave to Grinnell Way)
166th Court West (cul-de-sac located on south side of 166th Street West)
Harwell Court (cul-de-sac located on south side of Harwell Avenue)
Harwell Avenue (Griffon Trail to 166th Street)
Havelock Way (Heath Court to 166th Street)
Havelock Court (cul-de-sac located on the south end of Havelock Way)
Heath Court (cul-de-sac located on the north side of Havelock Way)
Hallmark Path (Havelock Way to Harvard Drive)
Grinnell Way (loop street south of Griffon Trail)
Harvard Drive (Griffon Trail to Grinnell Way)
165th Street West (Grinnell Way to the cul-de-sac east of Greisen Avenue)
Harmony Path (Harvard Drive to 160th Street/CSAH 46)
Griffon Court (cul-de-sac located north of Griffon Trail)
Griffon Trail (Cedar Avenue to Grinnell Avenue)
Grove Trail (Griffon Trail to 160th Street/CSAH 46)
Grinnell Avenue (Harmony Path to Griffon Trail)
Grinnell Circle (cul-de-sac located northeast of Grinnell Avenue)
Grinnell Court East and West
Greenbriar Court (cul-de-sac northwest of Greenbriar Lane to cul-de-sac southeast of
Greenbriar Lane)
Greenbriar Lane (Griffon Trail to Greenbriar Court)
Feasibility Report
2015 Street Reconstruction Project
City Project No. 15-02
City of Lakeville, MN
WSB Project No. 2109-491 Page 5
Greisen Avenue (165th Street West to Griffon Trail)
Godson Drive (Griffon Trail to 162nd Street West)
Goodview Trail (Griffon Trail to Grove Trail)
Grenoble Avenue (Griffon Trail to Goodview Trail)
Grenoble Court (cul-de-sac located east of Grenoble Avenue)
Goodview Way (loop street located west of Grove Trail)
Goodview Court (cul-de-sac located east of Grove Trail)
Goodview Circle (cul-de-sac located northeast of Goodview Trail)
Godson Circle (cul-de-sac located west of Godson Drive)
162nd Street West (Godson Drive to Cedar Avenue)
Glen Oaks Road (Godson Drive north to cul-de-sac)
Glen Oaks Court (cul-de-sac located west of Glen Oaks Road)
The 2015 Street Reconstruction Project includes reconstruction of the existing roadways and
reclaiming the existing pavement to be used as aggregate base. This is a common practice and a
means of reusing existing materials in an effort to lessen waste and be fiscally responsible. The
project also includes pavement subgrade correction, concrete curb and gutter replacement,
structurally deficient concrete sidewalk replacement, and new pavement installation, are
recommended for all streets within the project area.
Replacing portions of the City’s deteriorating utility infrastructure in conjunction with the
proposed street improvements provides an opportunity to minimize the replacement costs and
traffic disruptions associated with the work. Proposed utility improvements include the
following:
Repair or replacement of damaged or deficient sanitary sewer manholes
Replacement of existing water main including hydrants, gate valves, and services
Repair or replacement of structurally deficient storm sewer manholes
Installation of additional storm sewer drainage structures and storm sewer, including
drain tile in areas with poorly draining soils
Replacement of all existing storm sewer and sanitary sewer manhole castings that do not
meet current City Standards
The total estimated project cost for the 2015 Street Reconstruction Project is $23,420,180
which includes a 6.5% contingency and 28% indirect costs for legal, engineering,
administrative, and financing costs. The project is proposed to be funded through special
assessments to benefitting property owners and City funds.
The project is proposed to be split into two separate contracts and phased over two construction
seasons (2015 and 2016). Substantial completion for Phase 1 will be in 2015 and Phase 2 in
2016. The project is feasible, necessary, and cost-effective from an engineering standpoint and
should be constructed as proposed herein.
Feasibility Report
2015 Street Reconstruction Project
City Project No. 15-02
City of Lakeville, MN
WSB Project No. 2109-491 Page 6
2. STREET AND UTILITY IMPROVEMENT PROJECT
2.1 Introduction
2.1.1 Authorization
On July 21, 2014, the Lakeville City Council authorized the preparation of an
engineering feasibility report for the 2015 Street Reconstruction Project. This project is
included in the City’s draft 2015 – 2019 Capital Improvement Plan (CIP) and has been
designated as City Project No. 15-02.
2.1.2 Scope
This report investigates the feasibility of proposed street and utility improvements
identified by the City’s Pavement Management Program and CIP for 2015. Streets
proposed within the 2015 Street Reconstruction Project were initially considered because
of existing pavement conditions and known utility issues. The average Overall Condition
Index (OCI) value for streets within the 2015 Street Reconstruction Project area is 40
using an OCI scale of 0 to 100 (with zero representing a failing street section and 100
representing a new street section free of deficiencies). Streets with OCI values less than
35 are considered to be in failing condition. Streets with OCI values of 40 – 60 are
considered to be in weakened condition and will deteriorate more quickly based on a
typical pavement performance curve.
Improvements outlined within this report include street reconstruction, water main
replacement, sanitary sewer manhole repairs, and storm sewer improvements, including
drain tile.
2.1.3 Data Available
Information and materials used in the preparation of this report include the following:
City of Lakeville Record Plans
City of Lakeville Water Main Repair Records
City of Lakeville Water Resources Management Plan, Barr Engineering, dated
June 2008
Dakota County Topography Maps
FEMA Floodplain Maps, dated December 2, 2011
Field Observations of the Area and Discussions with City Staff
Geotechnical Evaluation Report, Braun Intertec, dated September 2014
Televising Reports for the Sanitary Sewer System (Completed by the City of
Lakeville)
Utility Record Drawings
Water Main Leak Survey (Completed by Water Conservation Services, Inc.)
City of Lakeville Street Reconstruction Assessment Policy
Feasibility Report
2015 Street Reconstruction Project
City Project No. 15-02
City of Lakeville, MN
WSB Project No. 2109-491 Page 7
2.2 General Background
2.2.1 Project Location
The streets proposed for improvements include:
Foxborough 1st Addition:
Upper 167th Street West
Glencoe Avenue (Upper 167th Street West to 170th Street West)
Glencoe Court (cul-de-sac located on west side of Glencoe Avenue)
Glenwood Avenue (Upper 167th Street West to 170th Street West)
Greenland Path (Upper 167th Street West to 170th Street West)
Grenadier Avenue (Upper 167th Street West to 170th Street West)
Highview Heights 1st, 2nd, 3rd, 4th, 5th, 6th, and 8th Additions; Foxborough 2nd and 3rd
Additions; Chapel Hills 1st, 2nd and 3rd Additions; Cedarglen 1st, 2nd, 3rd and 4th
Additions; Goodview Estates; Cedar 160 Addition and Carroll 1st Addition:
168th Street West (Highview Avenue to Hamilton Drive)
Hershey Path (168th Street West to 169th Street West)
Hemlock Court (cul-de-sac located on north side of 168th Street West)
Hershey Court (cul-de-sac located on north side of 168th Street West)
169th Street West (Hershey Path to 168th Street West)
169th Court (cul-de-sac located to the west of 169th Street West)
Hamilton Drive (168th Street West to 166th Street West)
166th Street West (Harwell Ave to Grinnell Way)
166th Court West (cul-de-sac located on south side of 166th Street West)
Harwell Court (cul-de-sac located on south side of Harwell Avenue)
Harwell Avenue (Griffon Trail to 166th Street West)
Havelock Way (Heath Court to 166th Street West)
Havelock Court (cul-de-sac located on the south end of Havelock Way)
Heath Court (cul-de-sac located on the north side of Havelock Way)
Hallmark Path (Havelock Way to Harvard Drive)
Grinnell Way (loop street south of Griffon Trail)
Harvard Drive (Griffon Trail to Grinnell Way)
165th Street West (Grinnell Way to the cul-de-sac east of Greisen Avenue)
Harmony Path (Harvard Drive to 160th Street/CSAH 46)
Griffon Court (cul-de-sac located north of Griffon Trail)
Griffon Trail (Cedar Avenue to Grinnell Avenue)
Grove Trail (Griffon Trail to 160th Street/CSAH 46)
Grinnell Avenue (Harmony Path to Griffon Trail)
Grinnell Circle (cul-de-sac located northeast of Grinnell Avenue)
Grinnell Court East and West
Greenbriar Court (cul-de-sac northwest of Greenbriar Lane to cul-de-sac
southeast of Greenbriar Lane)
Greenbriar Lane (Griffon Trail to Greenbriar Court)
Feasibility Report
2015 Street Reconstruction Project
City Project No. 15-02
City of Lakeville, MN
WSB Project No. 2109-491 Page 8
Greisen Avenue (165th Street West to Griffon Trail)
Godson Drive (Griffon Trail to 162nd Street West)
Goodview Trail (Griffon Trail to Grove Trail)
Grenoble Avenue (Griffon Trail to Goodview Trail)
Grenoble Court (cul-de-sac located east of Grenoble Avenue)
Goodview Way (loop street located west of Grove Trail)
Goodview Court (cul-de-sac located east of Grove Trail)
Goodview Circle (cul-de-sac located northeast of Goodview Trail)
Godson Circle (cul-de-sac located west of Godson Drive)
162nd Street West (Godson Drive to Cedar Avenue)
Glen Oaks Road (Godson Drive north to cul-de-sac)
Glen Oaks Court (cul-de-sac located west of Glen Oaks Road)
The project areas are shown on Figure 1 of Appendix A of this report.
2.3 Existing Conditions
2.3.1 Roadway Surface
Streets within the proposed improvement area are aging and experiencing various
severities of distresses including alligator, block, transverse, and longitudinal cracking,
along with localized drainage issues. All project areas contain landscaping, trees,
irrigation systems, and numerous other private improvements beyond the edge of the
roadway and within City right-of-way. Concrete sidewalks and bituminous trails are
located throughout the project area. Generally speaking, the sidewalks located within the
project area are 60-inches wide and trails are 96-inches wide. The City’s current standard
for sidewalk widths is 60-inches and trail widths between 96 and 120- inches.
Some of the existing sidewalk panels and bituminous trails within the 2015 Street
Reconstruction Project area have heaved due to the proximity of the root systems of
mature trees within close proximity of sidewalks. Additionally, several of the sidewalk
panels within the project area are aging and showing various signs of structural distress,
such as spalling, cracking, and faulted joints. The majority of pedestrian curb ramps
within the project area do not meet current ADA accessible design standards.
Table 1 beginning on the following page provides a summary of existing street
conditions within the 2015 Street Reconstruction Project.
Feasibility Report
2015 Street Reconstruction Project
City Project No. 15-02
City of Lakeville, MN
WSB Project No. 2109-491 Page 9
Table 1 – 2015 Street Reconstruction Project
Summary of Existing Street Conditions
Street Name ROW Street
Width
Curb
Type
Sub-grade Sub-base
(aggregate)
Avg. Bit.
Section
Approx.
Year of
Original
Construction
FOXBOROUGH 1ST ADDITION
Upper 167th Street West
(cul-de-sac) 60' 32' B-B D412 Fill: Silty Sand 4.5” 3.5" - 5.5" 1980
Upper 167th Street West 60' 32' B-B D412 Fill: Silty Sand
No boring
information
available
3” 1980
Glencoe Avenue 60' 32' B-B D412 Lean Clay with
Sand 8” 9” 1980
Glencoe Court (cul-de-sac) 60' 32' B-B D412
No boring
information
available
No boring
information
available
No boring
information
available
1980
Glenwood Avenue 60' 32' B-B D412 Fill: Clayey
Sand >16.5" 4.5" 1980
Greenland Path 60' 32' B-B D412 Fill: Clayey
Sand 7” 3.5” 1980
Grenadier Avenue 60' 34' B-B D412 Fill: Clayey
Sand 6.5” 3” 1980
HIGHVIEW HEIGHTS 1ST, 2ND, 3RD, 4TH, 5TH, 6TH, AND 8TH ADDITIONS; FOXBOROUGH 2ND AND 3RD ADDITIONS;
CHAPEL HILLS 1ST, 2ND, AND 3RD ADDITIONS; CEDARGLEN 1ST, 2ND, 3RD, AND 4TH ADDITIONS; GOODVIEW
ESTATES; CEDAR 160 ADDITION; AND CAROL 1ST ADDITION
168th Street West 60' 32' B-B D412 Sandy lean
clay 5" 4.5" 1988
Hershey Path 60' 32' B-B D412 No boring
information
No boring
information
No boring
information 1988
Hemlock Court (cul-de-
sac) 60' 32' B-B D412 No boring
information
No boring
information
No boring
information 1988
Hershey Court (cul-de-sac) 60' 32' B-B D412
No boring
information
available
No boring
information
available
No boring
information
available
1988
169th Street West (cul-de-
sac and bulbs) 60' 32' B-B D412 Clayey Sand
(Possible Fill) 17" 4.5" 1988
Hamilton Drive 60' 32- B-B D412 Lean clay with
sand 11" 7" 1988
166th Street West 60' 32' B-B D412
Fill: Silty
Sand, and
Sandy lean
clay
6.5” - 17.5" 4.5” - 6.5" 1983
166th Court West (cul-de-
sac) 60' 32' B-B D412
No boring
information
available
No boring
information
available
No boring
information
available
1988
Feasibility Report
2015 Street Reconstruction Project
City Project No. 15-02
City of Lakeville, MN
WSB Project No. 2109-491 Page 10
Table 1 – 2015 Street Reconstruction Project (Continued)
Summary of Existing Street Conditions
Street Name ROW Street
Width
Curb
Type
Sub-grade Sub-base
(aggregate)
Avg. Bit.
Section
Approx.
Year of
Original
Construction
Harwell Court (cul-de-sac) 60' 32' B-B D412
No boring
information
available
No boring
information
available
No boring
information
available
1988
Harwell Avenue 60' 32' B-B D412 Lean clay with
sand 9.5” 9.5” 1988
Havelock Way 60' 32' B-B D412 Sandy lean
clay 5.5" - 10” 4.5" - 7.5” 1988
Heath Court 60’ 32’ B-B D412
No boring
information
available
No boring
information
available
No boring
information
available
1988
Hallmark Path 60' 32' B-B D412 Sandy lean
clay 4" 10.5" 1988
Grinnell Way 60' 32' B-B D412
Fill: Clayey
sand and Silty
sand
9” - 26" 3” - 4" 1983
Grinnell Court East (cul-
de-sac) 60' 32' B-B D412 Fill: Silty Sand 5" 3" 1983
Grinnell Court West (cul-
de-sac) 60’ 32’ B-B D412
No boring
information
available
No boring
information
available
No boring
information
available
1983
Harvard Drive 60' 32' B-B D412
Fill: Poorly
graded sand
with silt
6" 4.5" 1991, 1992
165th Street West (cul-de-
sac) 60' 32' B-B D412
Fill: Silty
sand/Clay sand
mix
6" 3.5" 1983
Harmony Path 66' 46’ B-B D412
Fill: Poorly
graded sand
and silty sand
5.5” - 7" 4" - 5” 1992, 1993
Griffon Trail 80' 46' B-B D412
Fill: Poorly
graded sand,
Clayey sand,
Silty Sand
5.5” - 9” 4.5” - 5.5” 1983, 1990
Griffon Court (cul-de-sac) 60' 32' B-B D412 Sandy lean
clay 16.5” 5.5” 1991
Grove Trail 80' 46' B-B D412
Fill: Poorly
graded sand
with silt, and
silty sand
5.5” - 6" 3.5" - 5” 1987, 1990
Grinnell Avenue 60' 32' B-B D412
Fill: Poorly
graded sand
with silt, and
silty sand
5” - 5.5" 4.5" - 5” 1983, 1990
Feasibility Report
2015 Street Reconstruction Project
City Project No. 15-02
City of Lakeville, MN
WSB Project No. 2109-491 Page 11
Table 1 – 2015 Street Reconstruction Project (Continued)
Summary of Existing Street Conditions
Street Name ROW
Width
Street
Width
Curb
Type
Sub-grade Sub-base
(aggregate)
Avg. Bit.
Section
Approx.
Year of
Original
Construction
Grinnell Circle (cul-de-
sac) 60' 32' B-B D412
No boring
information
available
No boring
information
available
No boring
information
available
1991
Greenbriar Court (cul-de-
sac) 60' 32' B-B D412
No boring
information
available
No boring
information
available
No boring
information
available
1991
Greenbriar Lane 60' 32' B-B D412 Fill: Silty sand 2" 4.5" 1990
Griesen Avenue 60' 32' B-B D412 Fill: Silty Sand 11.5" 5" 1983
Godson Drive 60' 32' B-B D412
Fill: Sandy
lean clay,
Clayey sand
6.5”-7” 4.5” 1988, 1991
Godson Circle 60' 32' B-B D412 Fill: Sandy
lean clay 4” 5.5” 1988
Goodview Trail 60' 32' B-B D412
Fill: Poorly
graded sand
with silt and
clayey sand
5.5-6.5” 4”-5.5” 1988, 1991
Grenoble Avenue 60' 32' B-B D412
Fill: Poorly
graded sand
with silt
5.5” 4.5" 1991
Grenoble Court (cul-de-
sac) 60' 32' B-B D412
Fill: Poorly
graded sand
with silt
10” 5” 1991
Goodview Way 60' 32' B-B D412 Silty sand 5.5” 3.5” 1988
Goodview Court (cul-de-
sac) 60' 32' B-B D412
No boring
information
available
No boring
information
available
No boring
information
available
1992
Goodview Circle (cul-de-
sac) 60' 32' B-B D412 Fill: Silty sand 2” 4” 1987
Godson Circle (cul-de-sac) 60' 32' B-B D412
No boring
information
available
4” 5.5” 1988
162nd Street West 60’ 32’ B-B D412,
B618 Clayey Sand 5” 4.5” 1991
Feasibility Report
2015 Street Reconstruction Project
City Project No. 15-02
City of Lakeville, MN
WSB Project No. 2109-491 Page 12
Table 1 – 2015 Street Reconstruction Project (Continued)
Summary of Existing Street Conditions
Street Name ROW
width
Street
width
Curb
Type
Sub-grade Sub-base
(aggregate)
Avg. Bit.
Section
Approx.
Year of
Original
Construction
Glen Oaks Road 60' 32' B-B D412 Fill: Silty sand 14.5” 3.5” 1987
Glen Oaks Court (cul-de-
sac) 60' 32' B-B D412
No boring
information
available
No boring
information
available
No boring
information
available
1987
* Sub-base not distinguishable from subgrade.
A copy of the geotechnical soil boring logs may be found in Appendix D of this report.
2.3.2 Storm Sewer
City record drawing information indicates that storm sewer facilities exist throughout the
2015 Street Reconstruction Project area. Runoff collected by the existing catch basins
travels through existing storm sewer pipe and outlets into either:
Regional Stormwater Basin NC-35-1, which is located within Foxborough Park
(north of Upper 167th Street West and west of Cedar Ave), collects the majority of
the 2015 Project area’s runoff including Upper 167th Street West, Glencoe
Avenue, Glenwood Avenue, Greenland Path, Grenadier Avenue, 169th Street
West, Hershey Path, Hamilton Drive, Harvard Drive, 166th Street West, Grinnell
Way, Havelock Way, 165th Street West, Godson Drive, Glen Oaks Road,
Grenoble Avenue, the south section of Harmony Path, Greenbriar Lane,
Greenbriar Court, Griffon Trail and connecting project-related streets.
Regional Stormwater Basin WVR-P50, which is located within the Vermillion
River Watershed in the City of Apple Valley, collects runoff from streets in the
northern area of the project site including the northern sections of Grove Trail
(north of Grinnell Avenue) and Harmony Path (north of Grinnell Avenue) as well
as Godson Circle.
The majority of the storm sewer facilities within the proposed 2015 Street Reconstruction
area have proven adequate during smaller rainfall events. At the June, 2014
Neighborhood Meeting, some residents approached City staff with concerns having to do
with drainage issues within the project. These include residents requesting drain tile in
the following locations:
169th Court/169th Street West, west of Hershey Path
16335 Godson Drive
Grove Trail, between Griffon Trail and Grinnell Avenue – request for sump pump
connections
Feasibility Report
2015 Street Reconstruction Project
City Project No. 15-02
City of Lakeville, MN
WSB Project No. 2109-491 Page 13
Other localized drainage issues were identified by residents in the following areas:
Culvert underneath Hamilton Drive
16309 Grove Trail, 6187 Grinnell Ave, 6201 Grinnell Ave, and 16483 Havelock
Way
Intersection of Cedar Avenue and Upper 164th Street West
Intersection of Grinnell Way and Griffon Trail
Intersection of 168th Street West and Highview Avenue
Intersection of Glenwood Avenue and Upper 167th Street West
Intersection of Greisen Avenue and 165th Street West
Glencoe Avenue
Upper 167th Street West cul-de-sac
165th Street West cul-de-sac catch basin
Griffon Trail between Grinnell Way and Grinnell Way (at the bend in Griffon
Trail)
North end of Godson Drive
2.3.3 Water Main
The majority of the existing water main located within the 2015 Street Reconstruction
Project is ductile iron pipe (DIP) with the remainder being cast iron pipe (CIP). Six-inch
diameter water main pipe exists within the majority of the project area; however, the
following roadways have been identified as having water main pipe diameters larger than
6-inches:
8-inch Water Main (DIP):
168th Street West
Hamilton Drive
166th Street West between Harwell Avenue and Havelock Way
Harwell Avenue between 166th Street West and Griffon Trail
Harmony Path between Griffon Trail and 160th Street West (CSAH 46)
Grinnell Avenue between Grove Trail and Griffon Trail
Goodview Trail between Glen Oaks Road and Grenoble Avenue
Glen Oaks Road between Goodview Trail and Godson Drive
Godson Drive between Glen Oaks Road and Cedar Avenue
Godson Circle
12-inch Water Main (DIP):
166th Street West between Havelock Way and Grinnell Way (at the
Foxborough Park trail access)
Havelock Court
Havelock Way between 166th Street West and Hallmark Path
Hallmark Path
Harvard Drive between Hallmark Path and Grinnell Way
Feasibility Report
2015 Street Reconstruction Project
City Project No. 15-02
City of Lakeville, MN
WSB Project No. 2109-491 Page 14
Grinnell Way between Grinnell Court East/West and Griffon Trail
Grove Trail
Goodview Way between Grove Trail and Grenoble Avenue
Goodview Circle
City maintenance records indicate a total of ten (10) recorded water main breaks along
Upper 167th Street West, eight (8) along 166th Street West generally between Hamilton
Drive and Grinnell Way, four (4) along Grinnell Way between Griffon Trail and 165th
Street West, three (3) along Goodview Court and Goodview Way, two (2) along each of
the following: Hamilton Drive, Glencoe Avenue, and at the intersection of Harmony Path
and Griffon Trail, and fourteen (14) within the remaining project area since 1997.
The quantity and frequency of water main breaks in this area has led to long-term and
costly maintenance issues for the City. The age of the existing pipe in this area would not
suggest that the water main breaks are simply the result of an aging infrastructure. Soil
samples were collected with the geotechnical borings earlier this fall to test for
corrosivity in the soils (pH, oxidation-reduction, electrical resistivity, chloride content,
and sulfate content) to determine if the native soils were contributing to failure, or future
failure, of water main pipe in this area. The results of the corrosivity testing indicate that
the soils are similar to the corrosive soils encountered within the 2012, 2013, and 2014
Street Reconstruction Projects, where more extensive break histories had been recorded
for the older pipes. A summary of the corrosivity testing results can be found in
Appendix F. The City also conducted a leak detection survey and evaluated all of the
water main valves and hydrants within the project during the fall of 2014.
2.3.4 Sanitary Sewer
The majority of the existing sanitary sewer located within the 2015 Street Reconstruction
Project consists of 8-inch polyvinylchloride pipe (PVC) within the project area; however,
the following roadways have been identified as having sanitary sewer pipe diameters
larger than 8-inches:
12-inch Sanitary Sewer (PVC):
Hamilton Drive, between 169th Street West and Outlot B of Highview
Heights 3rd Addition
169th Street West between 168th Street West and the northeastern most
cul-de-sac along 169th Street West.
In the summer of 2014, the City’s Public Works Department televised the sanitary sewer
and inspected all of the sanitary sewer manholes. Nearly all of the sanitary sewer
manholes were identified as needing new rings and/or castings and are proposed to be
repaired as a part of this project.
2.3.5 Wetlands
No wetland impacts are anticipated with the proposed improvement project.
Feasibility Report
2015 Street Reconstruction Project
City Project No. 15-02
City of Lakeville, MN
WSB Project No. 2109-491 Page 15
2.4 Proposed Improvements
2.4.1 Project Phasing
Braun Intertec, the geotechnical engineering consultant for the City, recommends full
street reconstruction and noted high corrosivity in the soils. The magnitude of the project,
when considering full street reconstruction, water main, and partial storm sewer
replacement, is such that the impact on the affected property owners could be substantial.
It is proposed to phase the project over two-year construction season, to minimize the
neighborhood impact, and allow for the most cost-effective bidding of the project.
Griffon Trail offers a logical dividing line between the phases that also keeps the projects
similarly sized. Figure 2 illustrates the proposed phasing option for the project.
It is recommended to construct half of Contracts 1 and 2 in 2015 and half of Contracts 1
and 2 in 2016. It is further recommended that Contracts 1 and 2 be written such that
completion dates are as follows:
· 2015 Partial Completion:
o Contract 1, Phase 1
o Contract 2, Phase 1
· 2016 Substantial Completion:
o Contract 1, Phase 2
o Contract 2, Phase 2
· 2017 Punch-list and Final Completion:
o Contract 1
o Contract 2
This scenario will allow the City to construct the entire project over a two-year period to
facilitate a timely completion of each contract within the construction seasons.
2.4.2 Roadway Surface
Surface improvements proposed with the 2015 Street Reconstruction Project include the
reconstruction of all roadways. All roadways are showing varying degrees of pavement
distress, and due to the nature of the underlying soils found in this area, complete
roadway reconstruction was recommended.
Reconstruction of the existing roadways includes reclaiming the existing pavement to be
used as aggregate base. Reclamation is the process by which the existing deteriorating
roadway surface is reused as aggregate roadway base for the new street section. Street
grades are proposed to very closely match the existing grades so as to minimize
construction impacts to adjacent properties. Minor adjustments to select roadway vertical
profiles will be proposed to improve drainage conditions.
Feasibility Report
2015 Street Reconstruction Project
City Project No. 15-02
City of Lakeville, MN
WSB Project No. 2109-491 Page 16
The City design standards for local residential streets consists of the following section:
1½-inches of bituminous wearing course, 2-inches of bituminous base course, 6-inches of
reclaimed aggregate base, and 24-inches of select granular borrow over 12-inches of an
acceptable, compacted subgrade. Figure 3A and 3B of Appendix A illustrate the
proposed roadway sections.
All local streets, with the exception of Grenadier Avenue and Grove Trail, currently
measure 32-feet in width, as measured from back-to-back of curb. These streets are
proposed to be reconstructed to the City’s current standard of 32-feet in width, as
measured from back-to-back of curb. Grenadier Avenue is currently 34-feet as measured
from back-to-back of curb. It will be determined during the final design of the project if
this street can be narrowed to 32-feet and Grove Trail to 40-feet as measured from face-
to-face of curb, if the new street section would satisfactorily match existing features such
as driveways. Grove Trail is currently 46-feet as measured from back-to-back of curb and
is planned to be replaced to 40-feet as measured from face-to-face of curb. Local
residential streets within the project area will be re-established to include a 6-inch crown,
further promoting drainage within the roadway.
The City design standards for collector roadways consist of the following minimum
section: 2-inches of bituminous wearing course, 2-inches of bituminous base course, 6-
inches of reclaimed aggregate base, and 24-inches of select granular borrow over 12-
inches of an acceptable, compacted subgrade. Figures 4A and 4B of Appendix A
illustrate these proposed collector roadway sections. Additional pavement analysis,
including road specific flexible pavement designs, for the collector roadways will be
completed with the final design of the project. Collector roadways within the project area
will be reconstructed to match the existing roadway widths, which currently exist as 46-
feet (as measured from back-to-back of curb).
All existing concrete curb and gutter within the project area is proposed to be completely
removed and replaced in-kind. This means that surmountable curb will be installed along
all roadways with the exception of 162nd Street West, where barrier style curb will be
reinstalled.
All existing pedestrian curb ramps within the project area will be brought up to current
ADA accessibility design standards as a part of the 2015 Street Reconstruction Project.
2.4.2.1 Griffon Trail Traffic Calming
Due to on-going resident concerns regarding traffic volumes and vehicle speeds
along that portion of Griffon Trail within the project area, it is proposed that
construction of traffic calming nodes (curb bumpouts) be installed in conjunction
with the 2015 Street Reconstruction Project. Traffic calming nodes, or bumpouts,
are proposed at all street intersections along Griffon Trail including: Grinnell
Avenue/Grinnell Way, Grenoble Avenue, Greisen Avenue, Goodview Trail and
the western half of Godson Drive. Construction of the nodes will narrow the
travel lanes and the perceived overall roadway width, which has proven effective
in reducing average vehicle speeds. Strategically locating these bumpouts will
Feasibility Report
2015 Street Reconstruction Project
City Project No. 15-02
City of Lakeville, MN
WSB Project No. 2109-491 Page 17
also allow area residents to continue to use Griffon Trail for on-street parking, as
the roadway will be striped to define parking areas outside of bumpout locations.
Bumpouts installed at intersections will be restored with concrete. Graphic
renderings of the traffic calming bumpouts can be seen in Figures 5.1 and 5.2 of
Appendix A.
2.4.2.2 Alternate Street Sections
The typical street section for a residential street within the City of Lakeville
includes 3 ½-inches of bituminous, 6-inches of aggregate base, and 24-inches of
select granular borrow. This section was also recommended by Braun Intertec
and is consistent with the City’s current residential street typical section. The
standard residential street section was considered for the preliminary planning of
this project.
As an alternative, a section containing 8-inches of reclaimed material and 18-
inches of select granular borrow is planned to be used for the reconstruction of the
roadway. This section closely mirrors the design strength of the city’s standard
section. Furthermore, the alternate section also reduces the street section by 4-
inches, and re-uses a commodity created on site (reclaimed pavement), which will
reduce the overall cost of street reconstruction. An initial review of the project’s
available reclaimed material indicates that there will be a sufficient quantity for
the 8-inch section. However, this will need to be evaluated more closely with
final design and the ultimate phasing plan for the project. Braun Intertec was
solicited for comment on the alternate section, and they support the
recommendation as noted in their report. A detailed review of the traffic loading
and final section determinations will occur during final design.
The City of Lakeville typical street section for a collector street includes 4-inches
of bituminous, 6-inches of aggregate base, and 24-inches of select granular
borrow. This section was recommended by Braun Intertec and is consistent with
the City’s current collector street typical section. A similar alternate cross section
for collector roadways is proposed for the project, which includes the 4-inches of
bituminous over 8-inches of reclaimed material and18-inches of select granular
borrow. Braun Intertec was also solicited for comment on the alternate collector
roadway section, and they support that recommendation as well as noted in their
report.
2.4.3 Storm Sewer
Reconstruction of the streets also provides a timely opportunity to improve drainage
conditions and increase the longevity of the streets within the project area by installing
additional storm sewer facilities. Potential drainage improvements to be evaluated with
final design of the project include: supplementing existing storm sewer facilities with the
installation of additional catch basins throughout the project area, draintile installation in
areas with poorly draining soils, and replacement of damaged or deteriorated
infrastructure. Portions of the existing storm sewer system do not meet current design
Feasibility Report
2015 Street Reconstruction Project
City Project No. 15-02
City of Lakeville, MN
WSB Project No. 2109-491 Page 18
standards and will be replaced as a part of the project. In addition, there are several
drainage issues in the project area that were brought to the City’s attention at the
neighborhood meeting on June 26, 2014.
Many properties are already connected to the City’s public draintile system. A new larger
diameter pipe draintile system with services is proposed to be installed throughout the
project to improve drainage from adjacent lots and/or sump pump discharges.
Manholes, manhole castings, and catch basin castings are also proposed to be
repaired/replaced to meet current City storm sewer standards as a part of the 2015 Street
Reconstruction Project.
Special Assessments to benefitting properties are proposed to fund 40% of the storm
sewer improvements identified for the project with the remaining 60% funded using City
Street and Utility Funds.
2.4.4 Water Main Improvements
The geotechnical investigation performed by Braun Intertec in September, 2014 included
a collection of soil samples from within the 2015 Street Reconstruction Project area to
measure the corrosivity of the soils within the project. The results of the corrosivity
testing indicate that the project area contains corrosive soils that impact iron water main
pipe. It is proposed that in conjunction with the street improvements identified, all
existing water main be replaced with pipe not susceptible to corrosive soils due to the
corrosive nature of the soils.
Replacing the existing water main facilities in the 2015 Street Reconstruction Project
provides a timely and cost-effective solution to what has been a long-term maintenance
issue within the area. It is proposed that the existing ductile iron water main facilities
within the project be replaced with PVC water main pipe to withstand the corrosive
nature of the soils, reducing the potential for future water main repairs in the area.
2.4.5 Sanitary Sewer Improvements
Sanitary sewer manholes within the project area have been identified as needing new
rings and/or castings, and will be repaired as a part of this project. Additionally, all
sanitary sewer manholes within the street reconstruction area will receive external
chimney seals as a part of the project to reduce the potential for inflow and infiltration (I
& I) issues and reduce the frequency of maintenance repairs.
The proposed improvements are considered routine maintenance, and therefore, the costs
associated with the sanitary sewer manhole ring/casting replacements are included in the
surface improvement costs, which are proposed to be funded using a combination of
Special Assessments to benefitting property owners (40%) and City Funds (60%).
Feasibility Report
2015 Street Reconstruction Project
City Project No. 15-02
City of Lakeville, MN
WSB Project No. 2109-491 Page 19
2.4.6 Street Sign Replacement
All existing street signs within the project will be replaced with new street signs that meet
the Federal Highway Administration’s (FHWA) requirements for retro-reflectivity.
2.4.7 Mailbox Replacement
It is the City’s intent to salvage and reinstall all existing mailboxes and mailbox supports
that will be impacted with construction. In the event the condition of the existing
mailbox support warrants replacement prior to reinstallation, the City is proposing to
salvage the existing mailbox and install a new mailbox support that will meet both City
Standards and United States Postal Service (USPS) requirements.
2.4.8 Permits/Approvals
An NPDES permit for construction activity will be required since more than one (1) acre
will be disturbed by construction activities with the project.
A permit from the Minnesota Department of Health (MDH) will also be required for the
replacement of water main facilities within the project.
A Dakota County Work in Right-of-Way permit will be required for any work within
County rights-of-way, including: Cedar Avenue (CSAH 23) and 160th Street (CSAH 46).
2.4.9 Construction Access/Staging
The contractor will be responsible for providing access to all properties throughout the
project. Adequately signed detours will be identified to direct traffic around the
construction zones and notify users of the increased truck and construction activity.
Construction will be phased so as to reconstruct the streets located at the center of the
project first, such that construction truck traffic will not need to access newly
reconstructed streets to complete the project. Detailed construction phasing plans will be
developed with final design of the project.
2.4.10 Public Involvement
One public informational meeting was held for the project to discuss the proposed
improvements. The neighborhood meeting was conducted on June 26, 2014, for a
majority of all property owners within the proposed project area. Preliminary
information was presented to approximately 100 attendees at the neighborhood meeting
and included information regarding the proposed improvements, costs, funding, schedule,
and impacts associated with the project. Comment cards were made available to
attendees at the meetings. Summaries of the correspondence received and questions and
answers provided at the informational meetings are included in Appendix E.
Feasibility Report
2015 Street Reconstruction Project
City Project No. 15-02
City of Lakeville, MN
WSB Project No. 2109-491 Page 20
After the initial public informational meeting, Heath Court was added to the scope of the
2015 Street Reconstruction Project due to current pavement conditions. In addition, the
City re-evaluated the pavement conditions of Hearthside Way, Hearthside Court, Gunflint
Trail, and Gunflint Court, and it was determined to remove those streets from the 2015
Street Reconstruction Project as the condition of the pavement did not warrant complete
replacements at this time.
Feasibility Report
2015 Street Reconstruction Project
City Project No. 15-02
City of Lakeville, MN
WSB Project No. 2109-491 Page 21
3. FINANCING
3.1 Opinion of Cost
Detailed opinions of cost for the various project areas can be found in Appendix B of this report.
The opinions of cost incorporate estimated 2015 construction costs and include a 6.5%
contingency factor. Indirect costs are projected at 28% of the construction cost and include
engineering, legal, financing, and administrative costs.
The cost estimate was prepared using the alternate street section identified in section 2.4.2.2 of
this report, which reduced the overall project costs by $647,656.00 and the single family unit
assessment amount by $329.60 versus using the City’s typical street section.
Table 2 below provides a summary of the opinions of probable cost for the 2015 Street
Reconstruction Project.
Table 2 – 2015 Street and Utility Improvement Project
Summary of Cost
Schedule Amount
Schedule A – Surface Improvements $14,274,720
Schedule B – Water Main Improvements $6,103,590
Schedule C – Sanitary Sewer Improvements $143,270
Schedule D – Storm Sewer Improvements $2,898,600
TOTAL $23,420,180
3.2 Funding
Financing for the 2015 Street Reconstruction Project will come from City Funds and Special
Assessments.
The water main repairs are proposed to be financed by the City’s Water Operating Fund. The
sanitary sewer repairs are proposed to be financed by the City’s Sanitary Sewer Operating Fund.
Special Assessments to benefitting properties are proposed to fund 40% of the roadway surface
and storm sewer improvements identified to be reconstructed for the project, with the remaining
60% funded using City Funds. Assessments for this project were calculated on a per parcel
(unit) basis for residential properties and on a front footage basis for the commercial property as
identified in the City’s Assessment Policy.
The funding level anticipated through the levy of Special Assessments to benefitting property
owners for street improvements is $6,379,540.17 with the following proposed assessments:
Single Family Unit Assessment Rate .................................................... $8,116.46 per unit
Feasibility Report
2015 Street Reconstruction Project
City Project No. 15-02
City of Lakeville, MN
WSB Project No. 2109-491 Page 22
The proposed assessment roll is included in Appendix C of this report, along with an Assessment
Map ID highlighting the benefitting properties and the assessment calculations for benefitting
property owners.
Table 3 – 2015 Street Improvement Project
Funding Summary
Funding Source Amount
Street and Storm Sewer Assessments $6,379,540
City CIP Funds $9,848,535
City Water Funds $7,048,835
City Sanitary Sewer Funds $143,270
TOTAL $23,420,180*
*The estimated costs indicated are for the entire project over a two-year period.
Griffon Trail is listed as a major collector street and per the current assessment policy, costs to
oversize the street beyond 40-feet are considered non-assessable. Griffon Trail is 46-feet wide
so project costs associated with 6-feet of street width will be absorbed by the City CIP funds.
Project costs that are considered include excavation, geotextile fabric, select granular borrow,
reclaimed aggregate base material, pavement, contingencies, and associated indirect costs.
Feasibility Report
2015 Street Reconstruction Project
City Project No. 15-02
City of Lakeville, MN
WSB Project No. 2109-491 Page 23
4. PROJECT SCHEDULE
The proposed project schedule for the 2015 Street Reconstruction Project is as follows:
Neighborhood Meeting ............................................................................... June 24, 2014
Accept Feasibility Report / Set Improvement Hearing ............................ October 20, 2014
Public Hearing.................................................................................... November 17, 2014
Open Bids / Compute Assessments ............................................................. March 6, 2015
Declare Costs / Set Assessment Hearing… ............................................... March 16, 2015
Assessment Hearing & Award Construction Contract ................................... April 6, 2015
Begin Construction ................................................................................. April / May 2015
2015 Partial Completion… ....................................................................... November 2015
2016 Substantial Completion… ................................................................ November 2016
Final Completion… ............................................................................................ July 2017
Feasibility Report
2015 Street Reconstruction Project
City Project No. 15-02
City of Lakeville, MN
WSB Project No. 2109-491 Page 24
5. FEASIBILITY AND RECOMMENDATION
The 2015 Street Reconstruction Project includes roadway reclamation, street reconstruction,
water main improvements, storm sewer improvements (including draintile installation) complete
curb and gutter replacement, and spot sidewalk and bituminous trail replacements. Storm sewer
enhancements are planned to be completed along Upper 167th Street West, Glencoe Avenue,
Glencoe Court, Glenwood Avenue, Greenland Path, and Grenadier Avenue. Grenadier Avenue
will be reconstructed to meet the City’s current standard of 32-feet in width, as measured from
back-to-back of curb. Structurally deficient storm and sanitary sewer manholes and storm sewer
structures identified by the City’s Public Works Department will also be replaced as a part of this
project.
The total estimated cost for the 2015 Street Reconstruction Project including roadway, sidewalk,
trail, storm sewer, sanitary sewer, and water main improvements is $23,420,180. This estimate
does reflect the costs associated with using the proposed alternate street section, as identified in
section 2.4.2.2 of this report. Proposed funding for the project is provided through a combination
of Special Assessments and City Funds. Construction costs are based on anticipated construction
costs for 2015.
This project is feasible, necessary, and cost-effective from an engineering standpoint. The
project feasibility is subject to financial review by the City. Based on the information contained
in this report, it is recommended to proceed with the improvements as outlined in this report.
Feasibility Report
2015 Street Reconstruction Project
City Project No. 15-02
City of Lakeville, MN
WSB Project No. 2109-491
APPENDIX A
Figure 1: Location Map
Figure 2A: Location Map – Contract Areas
Figure 2B: Location Map – Contract Phasing Plan
Figure 3A: Typical Section – Residential Streets
Figure 3B: Typical Section – Residential Streets – Grove Trail
Figure 4A: Typical Section – Collector Streets – Harmony Path
Figure 4B: Typical Section – Collector Streets – Griffon Trail
Figure 5: Concept Griffon Trail Improvements
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0 500250Feet ±
2015 Street Reconstruction ProjectLakeville, MN
FIGURE 1: PROJECT LOCATION
Project Location
Lakeville Parks
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0 500250Feet ±
2015 Street Reconstruction ProjectLakeville, MN
FIGURE 2: PHASING PLAN
Project Location
Contract 1, Phase 1
Contract 1, Phase 2
Contract 2, Phase 1
Contract 2, Phase 2
Lakeville Parks
TYPICAL SECTION
3A
RESIDENTIAL STREETS
701 Xenia Avenue South, Suite 300
Minneapolis, MN 55416
TITLE
TITLE
LAKEVILLE, MINNESOTA
FIGURE
RECONSTRUCTION PROJECT
2015 STREET
WSB NO. 2109-491
INSET A
3B
INSET A
701 Xenia Avenue South, Suite 300
Minneapolis, MN 55416
TITLE
TITLE
LAKEVILLE, MINNESOTA
FIGURE
RECONSTRUCTION PROJECT
2015 STREET
WSB NO. 2109-491
TYPICAL SECTION
RESIDENTIAL STREETS
GROVE TRAIL
4A
INSET A
701 Xenia Avenue South, Suite 300
Minneapolis, MN 55416
TITLE
TITLE
LAKEVILLE, MINNESOTA
FIGURE
RECONSTRUCTION PROJECT
2015 STREET
WSB NO. 2109-491
TYPICAL SECTION
COLLECTOR STREETS
HARMONY PATH
4B
INSET A
701 Xenia Avenue South, Suite 300
Minneapolis, MN 55416
TITLE
TITLE
LAKEVILLE, MINNESOTA
FIGURE
RECONSTRUCTION PROJECT
2015 STREET
WSB NO. 2109-491
TYPICAL SECTION
COLLECTOR STREETS
GRIFFON TRAIL
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Feasibility Report
2015 Street Reconstruction Project
City Project No. 15-02
City of Lakeville, MN
WSB Project No. 2109-491
APPENDIX B
Opinion of Probable Cost
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Date:10/13/2014
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WS
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$2
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$61,080.31 $279,224.26$0.00 $204,830.00 $13,313.95 $218,143.95 Page 5
Feasibility Report
2015 Street Reconstruction Project
City Project No. 15-02
City of Lakeville, MN
WSB Project No. 2109-491
APPENDIX C
Assessment Map ID
Assessment Roll
CE
D
A
R
A
V
E
(
C
S
A
H
2
3
)
Lakeville
Ce
d
a
r
A
v
e
162nd St W
161st St W
U p p e r 1 6 7 t h S t W
167th
St
W
1 7 0 t h St W
Upper 167th Ct W
I n t e r l a c h e n B l v d
Upper 164th St W
Gladio
l
a
Ave W
Gla
d
i
o
l
a
Av
e
W
GannonAve
W
Gannon
Ave W
Gann
o
n
Ave W
16
6
t
h
C
t
W
165th St W
Griffon T
r
l
G l e n w o o d
A v e
165th St W
G
a
n
n
o
n
A
v
e
W
Garner CtW
G
r
e
e
n
b
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V
I
L
L
E
MN
5
5
0
4
4
1
6
7
8
5
HERSHEY CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
19
2
2
3
2
9
0
0
0
1
1
9
0
CH
R
Y
S
T
E
L
L
M SL
E
P
I
C
A
16
7
9
5
HE
R
S
H
E
Y
CT
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
1
6
7
9
5
HERSHEY CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
20
2
2
3
2
9
0
0
0
1
2
0
0
AR
T
H
U
R
ST
E
I
N
K
E
84
4
5
16
8
T
H
ST
LA
K
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V
I
L
L
E
MN
5
5
0
4
4
‐62
3
1
8
4
4
5
168TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
21
2
2
3
2
9
0
0
0
1
2
1
0
CH
R
I
S
T
O
P
H
E
R
R JO
H
N
S
O
N
84
5
5
16
8
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
3
1
8
4
5
5
168TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
22
2
2
3
2
9
0
0
0
1
2
2
0
DA
V
I
D
& MI
C
H
E
L
L
E
BI
G
G
S
84
7
5
16
8
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
8
4
7
5
168TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
23
2
2
3
2
9
0
0
0
1
2
3
0
RI
T
C
H
I
E
E & LI
N
D
A
L EA
R
H
A
R
T
84
9
5
16
8
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
3
1
8
4
9
5
168TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
24
2
2
3
2
9
0
0
0
2
0
1
0
AU
D
R
E
Y
M KE
N
D
A
L
L
84
9
6
16
8
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐79
0
5
8
4
9
6
168TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
25
2
2
3
2
9
0
0
0
2
0
2
0
PA
U
L
S & SU
S
A
N
S BR
O
U
S
S
E
A
U
84
7
6
16
8
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
8
4
7
6
168TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
26
2
2
3
2
9
0
0
0
2
0
3
0
BR
I
A
N
P CL
A
R
K
I
N
84
7
0
16
8
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
2
8
8
4
7
0
168TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
27
2
2
3
2
9
0
0
0
2
0
4
0
SH
A
N
E
F & RO
B
Y
N
R GR
I
F
F
I
N
84
5
0
16
8
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
2
8
8
4
5
0
168TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
28
2
2
3
2
9
0
0
0
2
0
5
0
EL
I
Z
A
B
E
T
H
A GU
N
N
84
4
2
16
8
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
55
0
4
4
8
4
4
2
168TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
29
2
2
3
2
9
0
0
0
4
0
9
0
PH
I
L
I
P
TO
D
D
& ME
G
A
N
KI
N
G
84
1
0
16
8
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
8
4
1
0
168TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
30
2
2
3
2
9
0
0
0
4
1
0
0
TH
O
M
A
S
& OR
V
A
VO
T
H
83
5
9
16
8
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
8
3
9
0
168TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
31
2
2
3
2
9
0
0
0
4
1
1
0
LO
R
I
A MY
S
Z
K
A
83
8
6
16
8
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
2
7
8
3
8
6
168TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
32
2
2
3
2
9
0
0
0
4
1
2
0
D
A
R
R
E
L
L
W & MI
C
H
E
L
L
E
WE
I
S
S
E
R
83
6
6
16
8
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
2
7
8
3
6
6
168TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
33
2
2
3
2
9
0
0
0
4
1
3
0
BR
I
A
N
D RO
Z
M
A
R
I
N
83
5
2
16
8
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
2
7
8
3
5
2
168TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
34
2
2
3
2
9
0
0
0
4
1
4
0
DA
R
R
Y
L
J WH
E
A
T
O
N
83
4
6
16
8
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
2
7
8
3
4
6
168TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
35
2
2
3
2
9
0
0
0
4
0
1
0
SA
R
A
H
TE
R
E
S
E
KL
E
I
N
82
5
1
16
9
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
8
2
5
1
169TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
36
22
3
2
9
0
0
0
4
0
2
0
TO
D
D
L & JO
N
I
A PR
E
U
S
S
82
6
1
16
9
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
8
2
6
1
169TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
37
2
2
3
2
9
0
0
0
4
0
3
0
SC
O
T
T
P & KA
T
R
I
N
A
R RO
W
E
83
1
5
16
9
T
H
ST
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
3
4
8
3
1
5
169TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
38
2
2
3
2
9
0
0
0
4
0
4
0
JA
C
O
B
J & SE
L
I
N
A
M VA
I
T
H
83
3
5
16
9
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
3
4
8
3
3
5
169TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
39
2
2
3
2
9
0
0
0
4
0
5
0
DA
R
I
N
T & KE
R
R
I
E
M HE
F
F
E
L
E
83
4
7
16
9
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
3
4
8
3
4
7
169TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
40
2
2
3
2
9
0
0
0
4
0
6
0
JO
H
N
W & JU
L
I
E
A VA
N
O
S
D
E
L
83
5
5
16
9
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
3
4
8
3
5
5
169TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
41
2
2
3
2
9
0
0
0
4
0
7
0
RO
B
E
R
T
& DE
B
R
A
KI
R
K
83
7
5
16
9
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
3
4
8
3
7
5
169TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
42
2
2
3
2
9
0
0
0
4
0
8
0
MI
C
H
A
E
L
E & KI
M
D PE
T
E
R
S
O
N
83
8
5
16
9
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
55
0
4
4
‐62
3
4
8385 169TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
43
2
2
3
2
9
0
0
0
2
0
6
0
CA
R
O
L
Y
N
A ES
S
M
A
N
N
84
0
5
16
9
T
H
CT
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
3
2
8
4
0
5
169TH CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
44
2
2
3
2
9
0
0
0
2
0
7
0
CH
A
D
P CH
R
I
S
T
E
N
S
O
N
84
2
5
16
9
T
H
CT
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
3
2
8
4
2
5
169TH CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
45
2
2
3
2
9
0
0
0
2
0
8
0
KE
L
L
Y
A CL
A
R
K
84
3
5
16
9
T
H
CT
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
8
4
3
5
169TH CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
46
2
2
3
2
9
0
0
0
2
0
9
0
MA
R
K
R FO
S
S
84
6
1
16
9
T
H
CT
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
3
2
8461 169TH CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
47
2
2
3
2
9
0
0
0
2
1
0
0
RY
A
N
& JU
L
I
A
N
N
E
KI
N
N
E
Y
84
7
3
16
9
T
H
CT
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
3
2
8
4
7
3
169TH CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
48
2
2
3
2
9
0
0
0
2
1
1
0
AM
Y
M JO
H
N
S
O
N
84
8
0
16
9
T
H
CT
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
3
2
8
4
8
0
169TH CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
49
2
2
3
2
9
0
0
0
2
1
2
0
ME
L
I
S
S
A
N NO
R
D
84
7
0
16
9
T
H
CT
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
3
2
8
4
7
0
169TH CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
50
2
2
3
2
9
0
0
0
2
1
3
0
TR
O
Y
MO
O
R
E
84
6
0
16
9
T
H
CT
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
8
4
6
0
169TH CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
51
22
3
2
9
0
0
0
2
1
4
0
JU
S
T
I
N
P & ME
L
I
S
S
A
S SH
O
R
T
84
4
4
16
9
T
H
CT
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
3
2
8
4
4
4
169TH CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
52
2
2
3
2
9
0
0
0
2
1
5
0
LE
O
N
& CH
A
R
A
N
MA
N
G
R
U
84
3
0
16
9
T
H
CT
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
8
4
3
0
169TH CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
53
2
2
3
2
9
0
0
0
2
1
6
0
JA
M
E
S
A & LO
R
R
A
I
N
E
L BR
U
M
M
84
2
0
16
9
T
H
CT
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
3
2
8
4
2
0
169TH CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
54
2
2
3
2
9
0
0
0
2
1
7
0
JE
F
F
DA
L
S
T
E
D
84
0
6
16
9
T
H
CT
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
3
2
8
4
0
6
169TH CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
55
2
2
3
2
9
0
0
0
3
1
2
0
MI
C
H
E
L
L
E
RE
N
E
E
BA
R
T
Z
83
9
0
16
9
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
3
3
8
3
9
0
169TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
56
2
2
3
2
9
0
0
0
3
1
1
0
G
R
E
G
G
M & DE
B
O
R
A
H
L HE
L
L
A
N
D
83
7
6
16
9
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
3
3
8
3
7
6
169TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
57
2
2
3
2
9
0
0
0
3
1
0
0
D
E
N
I
S
E
V HE
N
R
Y
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V
O
C
A
B
L
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FA
M
I
L
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TR
U
S
T
D
E
N
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S
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V HE
N
R
Y
RE
V
FA
M
I
L
Y
TR
U
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T
83
6
0
16
9
T
H
ST
R
E
E
T
WE
S
T
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
8
3
6
0
169TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
58
2
2
3
2
9
0
0
0
3
0
9
0
CH
R
I
S
T
O
P
H
E
R
J FO
L
L
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S
E
51
2
4
ME
R
R
I
M
A
C
LN
N
PL
Y
M
O
U
T
H
MN
5
5
4
4
6
8
3
5
0
169TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
59
2
2
3
2
9
0
0
0
3
0
8
0
ST
E
V
E
N
A & KI
M
LU
N
D
Q
U
I
S
T
83
3
6
16
9
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
3
3
8
3
3
6
169TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
60
2
2
3
2
9
0
0
0
3
0
7
0
HI
M
LY
83
2
0
16
9
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
8
3
2
0
169TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
MA
P
I
D
FE
E
O
W
N
E
R
A
D
D
R
E
S
S
2
PROPERTY NUMBER USE DESCRIPTION
Pr
e
l
i
m
i
n
a
r
y
A
s
s
e
s
s
m
e
n
t
R
o
l
l
Pr
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20
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0
1
HA
M
I
L
T
O
N
DR
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
4
2
1
6
7
0
1
HAMILTON DR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
83
2
2
3
2
9
0
1
0
2
1
4
0
AL
L
E
N
G & TA
M
A
R
A
R PE
S
O
L
A
16
7
1
0
HA
M
I
L
T
O
N
DR
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
4
1
1
6
7
1
0
HAMILTON DR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
84
2
2
3
2
9
0
1
0
2
1
3
0
A
R
T
H
U
R
W & SH
A
R
O
N
L AA
S
L
A
N
D
16
6
9
8
HA
M
I
L
T
O
N
DR
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
4
1
1
6
6
9
8
HAMILTON DR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
85
2
2
3
2
9
0
1
0
2
1
2
0
SC
O
T
T
A & RA
C
H
A
E
L
A BO
N
D
16
6
8
8
HA
M
I
L
T
O
N
DR
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
4
1
1
6
6
8
8
HAMILTON DR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
86
2
2
3
2
9
0
1
0
2
1
1
0
R
Y
A
N
J & TR
I
C
I
A
L HA
T
Z
E
N
B
U
H
L
E
R
16
6
6
0
HA
M
I
L
T
O
N
DR
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
1
6
6
6
0
HAMILTON DR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
87
2
2
3
2
9
0
1
0
2
1
0
0
NA
T
H
A
N
R & JE
S
S
I
C
A
J MI
L
L
E
R
16
6
2
0
HA
M
I
L
T
O
N
DR
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
1
6
6
2
0
HAMILTON DR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
88
2
2
3
2
9
0
1
0
2
0
9
0
AS
H
L
E
Y
JA
C
O
B
S
O
N
82
1
8
16
6
T
H
CT
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
3
5
8
2
1
8
166TH CT W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
89
2
2
3
2
9
0
1
0
2
0
8
0
H
E
R
B
E
R
T
G & AN
N
M KU
L
E
N
K
A
M
P
82
1
4
16
6
T
H
CT
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
3
5
8
2
1
4
166TH CT W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
90
2
2
3
2
9
0
1
0
2
0
7
0
PE
T
E
R
SC
H
U
L
T
E
82
1
0
16
6
T
H
CT
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
3
5
8
2
1
0
166TH CT W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
91
2
2
3
2
9
0
1
0
2
0
6
0
GR
E
G
G
J CA
R
L
S
O
N
82
0
6
16
6
T
H
CT
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
3
5
8
2
0
6
166TH CT W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
92
2
2
3
2
9
0
1
0
2
0
5
0
KY
L
E
A & JE
A
N
M KO
O
I
M
A
N
82
0
2
16
6
T
H
CT
W
LA
K
E
V
I
L
L
E
MN
55
0
4
4
‐62
3
5
8202 166TH CT W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
93
2
2
3
2
9
0
1
0
2
0
4
0
DU
A
N
E
R & AN
N
M CO
O
K
81
9
8
16
6
T
H
ST
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
3
9
8
1
9
8
166TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
94
2
2
3
2
9
0
1
0
2
0
3
0
BR
Y
A
N
PL
A
S
Z
C
Z
81
9
4
16
6
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
8
1
9
4
166TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
95
2
2
3
2
9
0
1
0
2
0
2
0
GA
B
R
I
E
L
N & ME
L
I
S
S
A
MA
R
T
I
N
E
Z
81
9
0
16
6
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
8
1
9
0
166TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
96
2
2
3
2
9
0
1
0
2
0
1
0
AN
D
R
E
W
D & KR
I
S
T
I
L HA
S
T
I
N
G
S
81
8
8
16
6
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
3
6
8
1
8
8
166TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
97
2
2
3
2
9
0
1
0
4
1
1
0
RO
L
A
N
D
K & CH
E
R
Y
L
A LO
T
T
16
5
9
7
HA
R
W
E
L
L
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
4
7
1
6
5
9
7
HARWELL AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
98
2
2
3
2
9
0
1
0
4
1
2
0
JO
N
A
T
H
A
N
L AM
E
T
E
R
82
0
1
16
6
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
3
9
8
2
0
1
166TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
99
2
2
3
2
9
0
1
0
4
1
3
0
JI
L
L
L NI
E
M
A
N
82
1
1
16
6
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
3
7
8
2
1
1
166TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
10
0
2
2
3
2
9
0
1
0
4
1
4
0
ME
L
I
S
S
A
HA
N
S
O
N
82
1
5
16
6
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
8
2
1
5
166TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
10
1
2
2
3
2
9
0
1
0
4
1
5
0
TI
M
O
T
H
Y
A LU
N
D
A
H
L
82
2
1
16
6
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
3
7
8
2
2
1
166TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
10
2
2
2
3
2
9
0
1
0
4
1
6
0
KE
V
I
N
& JU
L
I
E
DR
A
Y
82
2
5
16
6
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
3
8
8
2
2
5
166TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
10
3
2
2
3
2
9
0
1
0
4
1
7
0
SH
A
N
N
O
N
C & TA
S
H
A
M ER
I
K
S
E
N
82
3
3
16
6
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
55
0
4
4
‐62
3
8
8233 166TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
10
4
2
2
3
2
9
0
1
0
4
1
8
0
TE
R
E
S
A
M LI
B
R
O
82
3
5
16
6
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
3
8
8
2
3
5
166TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
10
5
2
2
3
2
9
0
1
0
4
1
9
0
PA
U
L
& CO
Z
E
T
T
E
WI
T
T
M
A
N
82
4
5
16
6
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
3
8
8
2
4
5
166TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
10
6
2
2
3
2
9
0
1
0
4
2
0
0
LE
S
L
I
E
L LI
E
N
E
M
A
N
N
82
5
1
16
6
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
3
8
8
2
5
1
166TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
10
7
2
2
3
2
9
0
1
0
4
2
1
0
ER
I
C
LA
M
P
E
R
T
82
5
5
16
6
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
55
0
4
4
8
2
5
5
166TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
10
8
2
2
3
2
9
0
1
0
4
0
1
0
MI
C
H
E
L
E
M CA
R
R
O
L
L
16
5
3
1
HA
R
W
E
L
L
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
4
5
1
6
5
3
1
HARWELL AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
10
9
2
2
3
2
9
0
1
0
4
0
2
0
MA
R
Y
TH
A
O
CH
U
N
G
16
5
4
1
HA
R
W
E
L
L
CT
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
1
6
5
4
1
HARWELL CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
11
0
2
2
3
2
9
0
1
0
4
0
3
0
IG
N
A
C
I
O
MA
N
C
E
R
A
CE
N
T
E
N
O
16
5
4
5
HA
R
W
E
L
L
CT
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
1
6
5
4
5
HARWELL CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
11
1
2
2
3
2
9
0
1
0
4
0
4
0
TR
I
KH
A
I
& TU
O
I
LA
M
DA
N
G
16
5
4
9
HA
R
W
E
L
L
CT
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
4
4
1
6
5
4
9
HARWELL CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
11
2
2
2
3
2
9
0
1
0
4
0
5
0
LU
I
S
M GU
E
R
R
E
R
O
16
5
5
3
HA
R
W
E
L
L
CT
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
4
4
1
6
5
5
3
HARWELL CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
11
3
2
2
3
2
9
0
1
0
4
0
6
0
ST
E
V
E
N
R & TR
A
C
I
A PE
N
N
E
R
16
5
5
7
HA
R
W
E
L
L
CT
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
4
4
1
6
5
5
7
HARWELL CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
11
4
2
2
3
2
9
0
1
0
4
0
7
0
JA
S
O
N
S KO
R
M
A
N
I
K
16
5
6
1
HA
R
W
E
L
L
CT
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
1
6
5
6
1
HARWELL CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
11
5
2
2
3
2
9
0
1
0
4
0
8
0
TR
O
Y
A & SH
A
R
O
N
A BE
L
L
O
W
S
16
5
6
5
HA
R
W
E
L
L
CT
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
4
4
1
6
5
6
5
HARWELL CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
11
6
2
2
3
2
9
0
1
0
4
0
9
0
MI
C
H
A
E
L
& CO
R
R
I
N
E
CA
R
N
E
V
A
L
E
16
5
9
1
HA
R
W
E
L
L
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
4
7
1
6
5
9
1
HARWELL AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
11
7
2
2
3
2
9
0
1
0
4
1
0
0
DA
N
I
E
L
R BR
U
N
S
16
5
9
5
HA
R
W
E
L
L
AV
E
S
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
4
7
1
6
5
9
5
HARWELL AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
11
8
2
2
3
2
9
0
1
0
5
0
1
0
GE
O
R
G
E
S CO
N
N
O
L
L
E
Y
16
5
9
8
HA
R
W
E
L
L
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
4
7
1
6
5
9
8
HARWELL AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
11
9
2
2
3
2
9
0
1
0
5
0
2
0
JE
F
F
R
E
Y
J & JU
L
I
E
A PE
R
K
I
N
S
16
5
9
6
HA
R
W
E
L
L
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
4
7
1
6
5
9
6
HARWELL AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
12
0
22
3
2
9
0
1
0
5
0
3
0
JO
A
N
N
MA
R
I
E
HA
L
L
16
5
9
2
HA
R
W
E
L
L
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
4
7
1
6
5
9
2
HARWELL AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $ Page 2
20
1
5
S
t
r
e
e
t
&
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t
i
l
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t
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R
e
c
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n
s
t
r
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c
t
i
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n
P
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e
c
t
Date: 10/1/2014
Ci
t
y
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f
L
a
k
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v
i
l
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Re
c
o
n
s
t
r
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:
8
,
1
1
6
.
4
6
$ Revised: 10/14/2014
WS
B
P
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N
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.
:
02
1
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-
4
9
1
MA
P
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FE
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W
N
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R
A
D
D
R
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S
S
2
PROPERTY NUMBER USE DESCRIPTION
Pr
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m
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a
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y
A
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s
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s
s
m
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R
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Pr
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16441 HAVELOCK WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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HAVELOCK WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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HAVELOCK WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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HAVELOCK WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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HAVELOCK CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
15
2
2
2
3
2
9
0
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0
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0
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5
5
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4
4
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4
3
1
6
6
2
0
HAVELOCK CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
15
3
2
2
3
2
9
0
1
0
1
0
1
0
DA
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5
5
0
4
4
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4
3
1
6
6
1
0
HAVELOCK CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
15
4
2
2
3
2
9
0
2
0
6
0
1
0
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MN
5
5
0
4
4
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5
5
1
6
5
9
2
HAVELOCK WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
15
5
2
2
3
2
9
0
2
0
6
0
2
0
ST
E
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5
5
0
4
4
1
6
5
8
6
HAVELOCK WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
15
6
2
2
3
2
9
0
2
0
6
0
3
0
KE
V
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L & LY
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MN
5
5
0
4
4
1
6
5
8
2
HAVELOCK WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
15
7
2
2
3
2
9
0
2
0
6
0
4
0
AN
D
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5
5
0
4
4
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5
5
1
6
5
7
8
HAVELOCK WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
15
8
2
2
3
2
9
0
2
0
6
0
5
0
MI
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5
5
0
4
4
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5
5
1
6
5
7
4
HAVELOCK WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
15
9
2
2
3
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9
0
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6
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5
5
0
4
4
1
6
5
5
6
HAVELOCK WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
16
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2
2
3
2
9
0
2
0
5
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2
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6
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1
6
5
6
5
HALLMARK PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
16
1
2
2
3
2
9
0
2
0
5
0
3
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CA
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5
5
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4
4
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6
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2
HAVELOCK PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
16
2
2
2
3
2
9
0
2
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4
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5
5
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4
4
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5
5
1
6
5
0
8
HAVELOCK WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
16
3
2
2
3
2
9
0
2
0
5
0
5
0
JA
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5
5
0
4
4
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5
8
1
6
4
8
6
HAVELOCK WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
16
4
2
2
3
2
9
0
2
0
5
0
6
0
GR
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5
5
0
4
4
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5
8
1
6
4
7
4
HAVELOCK WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
16
5
2
2
3
2
9
0
2
0
5
0
7
0
MI
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MN
5
5
0
4
4
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5
8
1
6
4
5
0
HAVELOCK WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
16
6
2
2
3
2
9
0
2
0
5
0
8
0
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HAVELOCK WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
16
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22
3
2
9
0
2
0
5
0
9
0
JO
N
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5
5
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4
4
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8
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6
4
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0
HAVELOCK WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
16
8
2
2
3
2
9
0
2
0
5
1
0
0
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5
5
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4
4
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HAVELOCK WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
16
9
2
2
3
2
9
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5
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HAVELOCK WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
17
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HAVELOCK WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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HALLMARK PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $ Page 3
20
1
5
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Date: 10/1/2014
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SF RES. EQUIV. UNITSPROPOSED ASSESSMENT
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5
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4
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7
HALLMARK PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
18
2
2
2
3
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9
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2
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6
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7
0
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5
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6
0
1
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5
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0
HALLMARK PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
18
3
2
2
3
2
9
0
2
0
6
0
8
0
WA
Y
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A JO
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16
5
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MN
5
5
0
4
4
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6
0
1
6
5
0
0
HALLMARK PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
18
4
2
2
3
2
9
0
2
0
6
0
9
0
TH
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S
M JR
TO
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16
4
9
4
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L
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MN
5
5
0
4
4
‐62
6
0
1
6
4
9
4
HALLMARK PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
18
5
2
2
3
2
9
0
3
0
4
0
1
0
JO
H
N
JA
M
E
S
& DE
N
I
S
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DO
M
I
N
A
16
4
7
8
HA
L
L
M
A
R
K
PA
T
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LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
6
0
1
6
4
7
8
HALLMARK PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
18
6
2
2
2
7
6
0
1
1
0
0
1
0
K
E
N
N
E
T
H
B & SU
Z
A
N
N
E
HA
N
D
Z
E
L
79
6
0
GR
I
N
N
E
L
L
WA
Y
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
5
8
7
9
6
0
GRINNELL WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
18
7
2
2
2
7
6
0
1
1
0
0
2
2
JO
E
L
& CA
T
H
E
R
I
N
E
CA
L
L
A
W
A
Y
79
5
2
GR
I
N
N
E
L
L
WA
Y
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
5
8
7
9
5
2
GRINNELL WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
18
8
2
2
2
7
6
0
1
1
0
0
3
2
ST
E
V
E
C & BA
R
B
A
R
A
J ZI
E
M
K
E
79
4
4
GR
I
N
N
E
L
L
WA
Y
LA
K
E
V
I
L
L
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MN
5
5
0
4
4
‐90
5
8
7
9
4
4
GRINNELL WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
18
9
2
2
2
7
6
0
1
1
0
0
4
2
RY
A
N
D MI
X
79
3
6
GR
I
N
N
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L
L
WA
Y
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
7
9
3
6
GRINNELL WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
19
0
2
2
2
7
6
0
1
1
0
0
5
0
DA
N
I
E
L
JO
N
E
S
79
1
9
GR
I
N
N
E
L
L
CT
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
7
9
1
9
GRINNELL CT W RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
19
1
2
2
2
7
6
0
1
1
0
0
6
0
PI
N
K
HO
U
S
E
S
LL
C
13
8
1
0
GL
E
N
D
A
L
E
TR
L
SA
V
A
G
E
MN
5
5
3
7
8
7
9
3
3
GRINNELL CT W RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
19
2
2
2
2
7
6
0
1
1
0
0
7
0
GA
I
L
M CH
R
I
S
T
I
A
N
S
O
N
79
4
5
GR
I
N
N
E
L
L
CT
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
7
9
4
5
GRINNELL CT W RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
19
3
2
2
2
7
6
0
1
1
0
0
8
0
SA
L
E
E
M
RA
Z
A
PO
BO
X
21
1
1
8
5
EA
G
A
N
MN
5
5
1
2
1
7
9
5
5
GRINNELL CT W RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
19
4
2
2
2
7
6
0
1
1
0
0
9
0
AL
A
N
G & KA
T
H
L
E
E
N
R DA
L
E
79
6
1
GR
I
N
N
E
L
L
CT
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
5
3
7
9
6
1
GRINNELL CT RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
19
5
2
2
2
7
6
0
1
1
0
1
0
0
JA
S
O
N
D & TA
M
M
Y
D BA
R
R
79
7
1
GR
I
N
N
E
L
L
CT
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
5
3
7
9
7
1
GRINNELL CT W RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
19
6
2
2
2
7
6
0
1
1
0
1
1
0
GA
R
Y
D & DI
A
N
E
RI
E
K
E
N
79
7
5
GR
I
N
N
E
L
L
CT
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
5
3
7
9
7
5
GRINNELL CT W RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
19
7
2
2
2
7
6
0
1
1
0
1
2
0
PA
U
L
A
K ST
R
O
H
79
7
4
GR
I
N
N
E
L
L
CT
W
LA
K
E
V
I
L
L
E
MN
55
0
4
4
‐90
5
3
7974 GRINNELL CT W RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
19
8
2
2
2
7
6
0
1
1
0
1
3
0
CO
L
L
E
E
N
M MA
C
E
79
7
2
GR
I
N
N
E
L
L
CT
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
5
3
7
9
7
2
GRINNELL CT W RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
19
9
2
2
2
7
6
0
1
1
0
1
4
0
RA
N
D
A
L
W KO
P
I
S
C
H
K
E
79
7
0
GR
I
N
N
E
L
L
CT
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
5
3
7
9
7
0
GRINNELL CT RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
20
0
2
2
2
7
6
0
1
1
0
1
5
0
DA
V
I
D
D & MI
C
H
E
L
E
D NO
R
T
O
N
79
6
2
GR
I
N
N
E
L
L
CT
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
5
3
7
9
6
2
GRINNELL CT W RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
20
1
2
2
2
7
6
0
1
1
0
1
6
0
BR
U
C
E
T AS
L
A
K
S
O
N
79
5
2
GR
I
N
N
E
L
L
CT
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
5
3
7
9
5
2
GRINNELL CT W RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
20
2
2
2
2
7
6
0
1
1
0
1
7
0
JE
N
N
A
HA
U
P
E
R
T
79
4
4
GR
I
N
N
E
L
L
CT
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
7
9
4
4
GRINNELL CT W RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
20
3
2
2
2
7
6
0
1
1
0
1
8
0
DA
N
I
E
L
PO
C
H
70
2
6T
H
ST
NE
ST
E
W
A
R
T
V
I
L
L
E
MN
5
5
9
7
6
7
9
3
2
GRINNELL CT W RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
20
4
2
2
2
7
6
0
1
1
0
1
9
0
MI
C
H
E
L
E
L GU
I
N
D
O
N
79
2
0
GR
I
N
N
E
L
WA
Y
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
5
7
7
9
2
0
GRINNELL WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
20
5
2
2
2
7
6
0
1
1
0
2
0
0
MA
R
K
J & SO
N
I
A
LA
G
E
R
79
1
2
GR
I
N
N
E
L
L
WA
Y
LA
K
E
V
I
L
L
E
MN
55
0
4
4
‐90
5
7
7912 GRINNELL WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
20
6
2
2
2
7
6
0
1
1
0
2
1
0
CA
R
Y
G TA
N
K
S
O
N
79
0
4
GR
I
N
N
E
L
L
WA
Y
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
5
7
7
9
0
4
GRINNELL WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
20
7
2
2
2
7
6
0
1
1
0
2
2
0
KA
R
I
L GR
O
S
S
M
A
N
78
9
6
GR
I
N
E
L
L
WA
Y
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
5
7
7
8
9
6
GRINNELL WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
20
8
2
2
2
7
6
0
1
1
0
2
3
0
CH
R
I
S
T
I
N
E
L PA
R
K
E
R
79
1
5
16
6
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
5
2
7
9
1
5
166TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
20
9
2
2
2
7
6
0
2
0
3
0
1
0
WI
L
L
I
A
M
A HO
W
A
R
D
79
2
5
16
6
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
5
2
7
9
2
5
166TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
21
0
2
2
2
7
6
0
2
0
3
0
2
0
JE
F
F
R
E
Y
M HE
G
N
A
79
4
5
16
6
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
5
2
7
9
4
5
166TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
21
1
2
2
2
7
6
0
2
0
3
0
3
0
T
E
R
R
Y
R & BA
R
B
A
R
A
A SC
H
I
L
L
I
N
G
79
6
1
16
6
T
H
ST
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
5
2
7
9
6
1
166TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
21
2
2
2
2
7
6
0
2
0
3
0
4
0
RA
N
D
Y
L & MA
R
Y
JO
PR
I
N
S
E
N
79
7
5
16
6
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
5
2
7
9
7
5
166TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
21
3
2
2
2
7
6
0
2
0
3
0
5
0
F
E
D
E
R
A
L
NA
T
I
O
N
A
L
MO
R
T
G
A
G
E
AS
S
O
C
I
A
T
I
O
N
FA
N
N
I
E
MA
E
14
2
2
1
DA
L
L
A
S
PK
W
Y
ST
E
10
0
0
DA
L
L
A
S
TX
7
5
2
5
4
‐29
1
6
7
9
9
1
166TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
21
4
2
2
2
7
6
0
2
0
2
0
5
0
CH
A
D
DE
E
G
A
N
79
9
0
16
6
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
5
1
7
9
9
0
166TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
21
5
2
2
2
7
6
0
2
0
2
0
4
0
JO
S
E
P
H
E & CA
R
O
L
E
L BA
R
N
E
S
79
7
6
16
6
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
5
1
7
9
7
6
166TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
21
6
2
2
2
7
6
0
2
0
2
0
3
0
R
I
C
H
A
R
D
R & PA
M
E
L
A
L MA
S
L
O
S
K
I
79
6
0
16
6
T
H
ST
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
5
1
7960 166TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
21
7
2
2
2
7
6
0
2
0
2
0
2
0
M
O
H
A
M
E
D
C & MA
R
L
E
N
E
SH
O
U
M
A
M
79
4
6
16
6
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
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5
1
7
9
4
6
166TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
21
8
2
2
2
7
6
0
2
0
2
0
1
0
DE
R
E
K
A & RE
N
E
E
M DE
R
O
S
I
A
79
3
0
16
6
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
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5
1
7
9
3
0
166TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
21
9
2
2
2
7
6
0
2
0
1
0
9
0
NA
K
I
A
D & HO
L
L
Y
K SH
E
P
P
A
R
D
79
1
0
16
6
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
7
9
1
0
166TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
22
0
22
2
7
6
0
2
0
1
0
8
0
DA
R
C
I
K IS
A
K
S
E
N
78
9
4
16
6
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
7
8
9
4
166TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
22
1
2
2
2
7
6
0
2
0
1
0
7
0
SH
A
N
N
O
N
WE
B
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R
78
8
8
16
6
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
5
1
7
8
8
8
166TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
22
2
2
2
2
7
6
0
2
0
1
0
6
0
JA
I
M
E
J CR
A
I
G
78
7
0
GR
I
N
N
E
L
L
WA
Y
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
5
6
7
8
7
0
GRINNELL WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
22
3
2
2
2
7
6
0
2
0
1
0
5
0
WI
L
L
I
A
M
A & JU
L
I
E
A AN
T
O
N
Y
78
5
6
GR
I
N
N
E
L
L
WA
Y
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
5
6
7
8
5
6
GRINNELL WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
22
4
2
2
2
7
6
0
2
0
1
0
4
0
RE
N
E
E
K TH
O
R
E
S
E
N
78
4
2
GR
I
N
N
E
L
L
WA
Y
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
5
6
7
8
4
2
GRINNELL WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
22
5
2
2
2
7
6
0
2
0
1
0
3
0
JA
M
E
S
P & MO
L
L
Y
HO
L
M
E
S
78
3
0
GR
I
N
N
E
L
L
WA
Y
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
5
6
7
8
3
0
GRINNELL WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
22
6
2
2
2
7
6
0
2
0
1
0
2
0
TH
O
M
A
S
L DU
E
L
L
M
A
N
78
1
8
GR
I
N
N
E
L
L
WA
Y
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
5
6
7
8
1
8
GRINNELL WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
22
7
2
2
2
7
6
0
2
0
1
0
1
0
GR
E
G
O
R
Y
DR
I
L
L
78
1
2
GR
I
N
N
E
L
WA
Y
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
7
8
1
2
GRINNELL WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
22
8
2
2
2
7
6
0
1
0
8
0
2
0
RE
N
E
E
A CR
O
S
S
78
0
8
GR
I
N
N
E
L
L
WA
Y
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
5
6
7
8
0
8
GRINNELL WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
22
9
2
2
2
7
6
0
1
0
8
0
1
0
JA
C
O
B
J DO
Y
L
E
78
0
0
GR
I
N
N
E
L
WA
Y
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
7
8
0
0
GRINNELL WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
23
0
2
2
2
7
6
0
1
0
4
4
7
0
SO
M
PH
A
M
77
3
7
GR
I
N
N
E
L
L
WA
Y
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
5
5
7
7
3
7
GRINNELL WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
23
1
2
2
2
7
6
0
1
0
4
4
6
0
BA
S
S
A
M
BA
N
A
T
77
4
1
GR
I
N
N
E
L
L
WA
Y
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
5
5
7
7
4
1
GRINNELL WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
23
2
2
2
2
7
6
0
1
0
4
4
5
0
CH
R
I
S
M JO
N
E
S
77
4
5
GR
I
N
N
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L
L
WA
Y
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
5
5
7
7
4
5
GRINNELL WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
23
3
2
2
2
7
6
0
1
0
4
4
4
0
BR
A
D
L
E
Y
AF
F
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L
D
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77
4
9
GR
I
N
N
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L
L
WA
Y
LA
K
E
V
I
L
L
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MN
5
5
0
4
4
7
7
4
9
GRINNELL WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
23
4
2
2
2
7
6
0
1
0
4
4
3
0
MA
U
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N
77
5
1
GR
I
N
N
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L
L
WA
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LA
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V
I
L
L
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MN
5
5
0
4
4
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2
1
7
7
5
1
GRINNELL WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
23
5
2
2
2
7
6
0
1
0
4
4
2
0
ST
E
V
E
N
M & RE
N
A
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L
L
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77
6
3
GR
I
N
N
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L
L
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LA
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V
I
L
L
E
MN
5
5
0
4
4
‐77
2
1
7
7
6
3
GRINNELL WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
23
6
2
2
2
7
6
0
1
0
4
4
1
0
RO
B
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77
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L
L
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MN
5
5
0
4
4
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2
1
7
7
7
5
GRINNELL WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
23
7
2
2
2
7
6
0
1
0
4
4
0
0
RI
C
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77
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5
5
0
4
4
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2
1
7
7
8
3
GRINNELL WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
23
8
2
2
2
7
6
0
1
0
4
3
9
0
JE
F
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78
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5
5
0
4
4
7
8
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5
GRINNELL WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
23
9
2
2
2
7
6
0
1
0
4
3
8
0
LA
R
S
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78
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5
5
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2
3
GRINNELL WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
24
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2
2
2
7
6
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GRINNELL WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $ Page 4
20
1
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GRINNELL WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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GRINNELL WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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GRINNELL WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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6
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GRINNELL WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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GRINNELL CT E RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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GRINNELL CT E RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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6
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L
CT
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
5
4
7
8
5
0
GRINNELL CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
25
0
2
2
2
7
6
0
1
0
4
2
7
0
R KE
I
T
H
& JA
N
E
T
L BE
A
C
H
E
M
78
3
0
GR
I
N
N
E
L
CT
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
5
4
7
8
3
0
GRINNELL CT E RESIDENTIAL 1 8,116.46 $ 8,116.46 $
25
1
2
2
2
7
6
0
1
0
4
2
6
0
AN
G
E
L
A
D CH
R
I
S
T
E
N
S
E
N
78
1
0
GR
I
N
N
E
L
L
CT
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
7
8
1
0
GRINNELL CT E RESIDENTIAL 1 8,116.46 $ 8,116.46 $
25
2
2
2
2
7
6
0
1
0
4
2
5
0
ED
I
S
O
N
& LI
L
Y
RO
M
E
R
O
78
0
5
GR
I
N
N
E
L
L
CT
E
LA
K
E
V
I
L
L
E
MN
55
0
4
4
‐90
5
4
7805 GRINNELL CT E RESIDENTIAL 1 8,116.46 $ 8,116.46 $
25
3
2
2
2
7
6
0
1
0
4
2
4
0
MA
R
K
A & TE
R
I
L ER
I
C
K
S
O
N
78
1
5
GR
I
N
N
E
L
L
CT
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
5
4
7
8
1
5
GRINNELL CT E RESIDENTIAL 1 8,116.46 $ 8,116.46 $
25
4
2
2
2
7
6
0
1
0
4
2
3
0
GE
R
A
R
D
R & DE
N
I
S
E
M FR
A
H
E
R
78
2
5
GR
I
N
N
E
L
L
CT
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
5
4
7
8
2
5
GRINNELL CT E RESIDENTIAL 1 8,116.46 $ 8,116.46 $
25
5
2
2
2
7
6
0
1
0
4
2
2
0
RI
C
H
A
R
D
J & EL
O
D
A
HA
N
S
E
N
78
3
5
GR
I
N
N
E
L
L
CT
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
5
4
7
8
3
5
GRINNELL CT E RESIDENTIAL 1 8,116.46 $ 8,116.46 $
25
6
22
2
7
6
0
1
0
4
2
1
0
PA
T
R
I
C
K
& LE
I
G
H
BL
A
N
K
E
N
S
H
I
P
78
4
5
GR
I
N
N
E
L
L
CT
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
5
4
7
8
4
5
GRINNELL CT E RESIDENTIAL 1 8,116.46 $ 8,116.46 $
25
7
2
2
2
7
6
0
1
0
4
2
0
2
DE
N
N
I
S
O & CA
R
O
L
J WA
R
D
78
5
5
GR
I
N
N
E
L
L
CT
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
5
4
7
8
5
5
GRINNELL CT E RESIDENTIAL 1 8,116.46 $ 8,116.46 $
25
8
2
2
2
7
6
0
1
0
4
1
9
2
TH
E
R
E
S
A
M AN
D
E
R
S
O
N
78
6
5
GR
I
N
N
E
L
L
CT
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
5
4
7
8
6
5
GRINNELL CT E RESIDENTIAL 1 8,116.46 $ 8,116.46 $
25
9
2
2
2
7
6
0
1
0
4
1
8
2
CR
A
I
G
A GE
R
K
I
N
35
0
1
BU
R
N
S
V
I
L
L
E
PK
W
Y
E
BU
R
N
S
V
I
L
L
E
MN
55
3
3
7
7
8
7
5
GRINNELL CT E RESIDENTIAL 1 8,116.46 $ 8,116.46 $
26
0
2
2
2
7
6
0
1
0
4
1
7
0
TI
M
O
T
H
Y
& SU
S
A
N
PE
T
E
R
S
E
N
78
8
5
GR
I
N
N
E
L
L
CT
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
5
4
7
8
8
5
GRINNELL CT E RESIDENTIAL 1 8,116.46 $ 8,116.46 $
26
1
2
2
2
7
6
0
1
0
4
1
6
2
MI
C
H
A
E
L
& CY
N
T
H
I
A
MO
N
N
79
3
3
GR
I
N
N
E
L
L
WA
Y
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
6
0
7
9
3
3
GRINNELL WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
26
2
2
2
2
7
6
0
1
0
4
1
5
0
O
M
A
R
A & RA
C
H
E
L
R CA
S
S
A
N
O
V
A
79
3
7
GR
I
N
N
E
L
L
WA
Y
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
7
9
3
7
GRINNELL WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
26
3
2
2
2
7
6
0
1
0
4
1
4
0
JO
E
L
H & PA
T
R
I
C
I
A
L LI
M
O
G
E
S
79
4
5
GR
I
N
N
E
L
L
WA
Y
LA
K
E
V
I
L
L
E
MN
55
0
4
4
‐90
6
0
7945 GRINNELL WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
26
4
2
2
2
7
6
0
1
0
4
1
3
0
JE
N
N
I
F
E
R
K FU
R
R
Y
79
6
1
GR
I
N
N
E
L
L
WA
Y
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
7
9
6
1
GRINNELL WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
26
5
2
2
2
7
6
0
1
0
4
1
2
0
CH
R
I
S
T
O
P
H
E
R
R FU
L
L
E
R
79
7
1
GR
I
N
N
E
L
L
WA
Y
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
6
0
7
9
7
1
GRINNELL WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
26
6
2
2
2
7
6
0
1
0
3
0
5
0
LA
R
R
Y
W & MO
L
L
I
E
A DU
K
E
K
79
6
8
GR
I
N
N
E
L
L
WA
Y
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
5
8
7
9
6
8
GRINNELL WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
26
7
2
2
3
2
9
0
3
0
3
1
2
0
A
N
T
H
O
N
Y
J & KE
L
L
Y
K SC
H
U
E
L
L
E
R
16
4
3
9
HA
R
V
A
R
D
DR
LA
K
E
V
I
L
L
E
MN
55
0
4
4
‐63
0
4
16439 HARVARD DR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
26
8
2
2
3
2
9
0
3
0
3
1
1
0
TI
M
O
T
H
Y
J TR
O
J
E
16
4
2
7
HA
R
V
A
R
D
DR
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐63
0
4
1
6
4
2
7
HARVARD DR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
26
9
2
2
3
2
9
0
3
0
3
1
0
0
MA
R
K
L & PE
N
N
Y
L JO
H
N
S
O
N
16
4
1
7
HA
R
V
A
R
D
DR
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐63
0
4
1
6
4
1
7
HARVARD DR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
27
0
2
2
3
2
9
0
3
0
3
0
9
0
G
A
R
Y
F & RO
X
A
N
N
E
G LU
N
D
G
R
E
N
16
4
0
5
HA
R
V
A
R
D
DR
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐63
0
4
1
6
4
0
5
HARVARD DR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
27
1
2
2
3
2
9
0
3
0
3
0
8
0
KE
N
N
E
T
H
C LE
H
M
A
N
16
3
9
5
HA
R
V
A
R
D
DR
LA
K
E
V
I
L
L
E
MN
55
0
4
4
‐63
0
4
16395 HARVARD DR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
27
2
2
2
3
2
9
0
3
0
2
0
5
0
JA
N
E
A
L
TH
Y
D
E
A
N
16
3
8
3
HA
R
V
A
R
D
DR
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐63
0
3
1
6
3
8
3
HARVARD DR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
27
3
2
2
3
2
9
0
3
0
2
0
6
0
JA
M
I
E
C GA
P
I
N
S
K
I
16
3
7
1
HA
R
V
A
R
D
DR
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐63
0
3
1
6
3
7
1
HARVARD DR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
27
4
2
2
3
2
9
0
3
0
2
0
7
0
RI
C
H
A
R
D
F & JU
D
Y
A KU
K
I
S
H
16
3
6
1
HA
V
A
R
D
DR
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
1
6
3
6
1
HARVARD DR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
27
5
2
2
3
2
9
0
4
0
2
1
3
0
JO
H
N
F & JI
L
L
D SK
A
I
F
E
16
3
0
9
GR
I
F
F
O
N
CT
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐72
3
9
16309 GRIFFON CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
27
6
2
2
3
2
9
0
4
0
2
1
2
0
ST
A
N
T
O
N
II
I
& SU
S
A
N
SM
I
T
H
16
3
0
5
GR
I
F
F
O
N
CT
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐72
3
9
1
6
3
0
5
GRIFFON CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
27
7
2
2
3
2
9
0
4
0
2
1
1
0
DA
V
I
D
G & LI
S
A
J WA
N
G
E
N
16
3
0
1
GR
I
F
F
O
N
CT
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐72
3
9
1
6
3
0
1
GRIFFON CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
27
8
2
2
3
2
9
0
4
0
2
1
0
0
F
E
D
E
R
A
L
HO
M
E
LO
A
N
MO
R
T
G
A
G
E
CO
R
P
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R
A
T
I
O
N
50
0
0
PL
A
N
O
PK
W
Y
CA
R
R
O
L
L
T
O
N
TX
7
5
0
1
0
1
6
2
9
7
GRIFFON CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
27
9
2
2
3
2
9
0
4
0
2
0
9
0
MI
L
T
O
N
M AB
R
A
N
Y
16
2
9
3
GR
I
F
F
O
N
CT
LA
K
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V
I
L
L
E
MN
5
5
0
4
4
‐72
2
4
1
6
2
9
3
GRIFFON CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
28
0
2
2
3
2
9
0
4
0
2
0
8
0
LO
N
M MI
C
K
E
L
S
O
N
16
2
9
4
GR
I
F
F
O
N
CT
LA
K
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V
I
L
L
E
MN
5
5
0
4
4
‐72
2
4
1
6
2
9
4
GRIFFON CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
28
1
2
2
3
2
9
0
4
0
2
0
7
0
ST
E
P
H
E
N
T & AL
M
A
J KR
E
M
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R
16
2
9
8
GR
I
F
F
O
N
CT
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐72
2
4
1
6
2
9
8
GRIFFON CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
28
2
2
2
3
2
9
0
4
0
2
0
6
0
JE
F
F
SC
H
E
L
L
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A
A
S
16
3
0
2
GR
I
F
F
O
N
CT
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐72
3
9
1
6
3
0
2
GRIFFON CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
28
3
2
2
3
2
9
0
4
0
2
0
5
0
ER
I
C
P & CH
E
R
Y
L
D WI
L
L
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A
M
S
16
3
0
6
GR
I
F
F
O
N
CT
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐72
3
9
1
6
3
0
6
GRIFFON CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
28
4
2
2
3
2
9
0
3
0
2
0
1
0
LA
W
R
E
N
C
E
A & JE
A
N
M LI
N
K
I
N
S
16
3
0
9
HA
R
M
O
N
Y
PA
T
H
LA
K
E
V
I
L
L
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MN
5
5
0
4
4
‐63
0
5
1
6
3
0
9
HARMONY PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
28
5
2
2
3
2
9
0
3
0
2
0
2
0
DA
V
I
D
R & AM
Y
L NE
L
S
O
N
16
3
3
1
HA
R
M
O
N
Y
PA
T
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LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐63
0
5
1
6
3
3
1
HARMONY PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
28
6
2
2
3
2
9
0
3
0
2
0
3
0
ST
E
P
H
E
N
R JO
H
N
S
T
O
N
16
3
5
1
HA
R
M
O
N
Y
PA
T
H
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐63
0
5
1
6
3
5
1
HARMONY PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
28
7
2
2
3
2
9
0
3
0
2
0
4
0
LO
T
U
S
L HO
W
L
A
D
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R
16
3
7
1
HA
R
M
O
N
Y
PA
T
H
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
1
6
3
7
1
HARMONY PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
28
8
2
2
3
2
9
0
3
0
3
0
7
0
JE
F
F
R
E
Y
L & TO
N
I
R RA
T
H
M
A
N
16
3
8
8
HA
R
M
O
N
Y
PA
T
H
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐63
0
6
1
6
3
8
8
HARMONY PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
28
9
2
2
3
2
9
0
3
0
3
0
6
0
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5
5
0
4
4
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0
6
1
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3
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4
HARMONY PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
29
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2
2
3
2
9
0
3
0
3
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5
0
BR
A
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HARMONY PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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0
3
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16350 HARMONY PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
29
2
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HARMONY PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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HARMONY PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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HARMONY PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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GREENBRIAR LN RESIDENTIAL 1 8,116.46 $ 8,116.46 $ Page 5
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5
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HARMONY PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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6
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HARMONY PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
31
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HARMONY PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
31
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HARMONY PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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HARMONY PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
31
3
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55
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HARMONY PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
31
4
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3
2
9
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1
6
1
6
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4
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HARMONY PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
31
5
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0
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1
6
1
6
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HARMONY PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
31
6
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2
9
0
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HARMONY PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
31
7
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9
0
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L
L
E
MN
5
5
0
4
4
‐63
1
6
1
6
1
0
1
HARMONY PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
31
8
2
2
3
2
9
0
5
0
4
0
2
0
MA
R
K
A & JU
L
I
E
M LA
W
R
E
N
C
E
16
0
8
5
HA
R
M
O
N
Y
PA
T
H
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
1
6
0
8
5
HARMONY PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
31
9
2
2
3
2
9
0
5
0
4
0
1
0
LA
U
R
A
& JE
F
F
R
E
Y
PA
L
M
E
N
16
0
6
9
HA
R
M
O
N
Y
PA
T
H
LA
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V
I
L
L
E
MN
5
5
0
4
4
‐63
1
8
1
6
0
6
9
HARMONY PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
32
0
2
2
3
2
9
0
6
0
1
0
1
0
M
I
C
H
A
E
L
J & BR
E
N
D
A
J CA
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P
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N
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R
16
0
2
8
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R
M
O
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Y
PA
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LA
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L
L
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MN
5
5
0
4
4
‐63
1
9
1
6
0
2
8
HARMONY PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
32
1
2
2
3
2
9
0
6
0
1
0
2
0
KE
V
I
N
D JE
N
N
I
N
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S
16
0
5
6
HA
R
M
O
N
Y
PA
T
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LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐63
1
9
1
6
0
5
6
HARMONY PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
32
2
2
2
3
2
9
0
6
0
1
0
3
0
SC
O
T
T
W & LI
N
D
A
J PA
L
M
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R
16
0
8
4
HA
R
M
O
N
Y
PA
T
H
LA
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V
I
L
L
E
MN
5
5
0
4
4
‐63
1
9
1
6
0
8
4
HARMONY PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
32
3
2
2
3
2
9
0
7
0
1
0
2
0
CH
U
R
C
H
OF
GO
D
16
0
9
6
HA
R
M
O
N
Y
PA
T
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LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
1
6
0
9
6
HARMONY PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
32
4
2
2
3
2
9
0
7
0
1
0
1
0
CH
U
R
C
H
OF
GO
D
16
0
9
6
HA
R
M
O
N
Y
PA
T
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LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
1
6
1
0
8
HARMONY PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
32
5
2
2
3
2
9
0
7
0
1
0
3
0
SE
A
N
& JE
N
N
I
F
E
R
MC
G
R
E
G
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R
16
1
2
0
HA
R
M
O
N
Y
PA
T
H
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
1
6
1
2
0
HARMONY PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
32
6
2
2
3
2
9
0
5
0
1
0
2
0
IH
2
PR
O
P
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R
T
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L
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LP
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GR
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IN
C
21
0
0
1
N TA
T
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M
BL
V
D
ST
E
16
3
0
‐63
0
PH
O
E
N
I
X
AZ
85
0
5
0
1
6
1
2
8
HARMONY PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
32
7
2
2
3
2
9
0
5
0
1
0
3
0
SE
A
N
P & KI
M
B
E
R
L
Y
ON
E
I
L
16
1
4
4
HA
R
M
O
N
Y
PA
T
H
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐63
1
6
1
6
1
4
4
HARMONY PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
32
8
2
2
3
2
9
0
5
0
1
0
4
0
MI
C
H
A
E
L
J & DE
B
R
A
M LA
F
A
V
E
16
1
6
0
HA
R
M
O
N
Y
PA
T
H
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐63
1
6
1
6
1
6
0
HARMONY PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
32
9
2
2
3
2
9
0
5
0
1
0
5
0
GR
E
G
T & MA
R
Y
E BE
R
G
16
1
7
6
HA
R
M
O
N
Y
PA
T
H
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐63
1
6
1
6
1
7
6
HARMONY PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
33
0
2
2
3
2
9
0
5
0
2
0
1
0
JE
F
F
R
E
Y
M & CA
R
A
S AU
G
E
16
1
9
2
HA
R
M
O
N
Y
PA
T
H
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐63
2
5
1
6
1
9
2
HARMONY PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
33
1
2
2
3
2
9
0
5
0
2
0
2
0
DE
N
N
I
S
C & VI
C
K
I
L FI
S
H
E
R
16
2
0
8
HA
R
M
O
N
Y
PA
T
H
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐63
1
0
1
6
2
0
8
HARMONY PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
33
2
2
2
3
2
9
0
5
0
2
0
3
0
DA
R
Y
L
L & RE
B
E
C
C
A
A OL
S
O
N
16
2
2
4
HA
R
M
O
N
Y
PA
T
H
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐63
1
0
1
6
2
2
4
HARMONY PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
33
3
2
2
3
2
9
0
5
0
2
0
4
0
AL
O
M WI
L
L
E
R
S
16
2
4
0
HA
R
M
O
N
Y
PA
T
H
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
1
6
2
4
0
HARMONY PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
33
4
22
3
2
9
0
4
0
1
0
1
0
MA
R
T
I
N
BR
I
C
H
T
A
16
2
6
2
HA
R
M
O
N
Y
PA
T
H
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐63
1
0
1
6
2
6
2
HARMONY PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
33
5
2
2
3
2
9
0
4
0
1
0
2
0
JO
H
N
M & TI
N
A
M CO
N
I
T
O
16
2
7
4
HA
R
M
O
N
Y
PA
T
H
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐63
1
0
1
6
2
7
4
HARMONY PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
33
6
2
2
3
2
9
0
4
0
1
0
3
0
DA
N
I
E
L
P & JA
M
I
E
L DO
D
D
S
16
2
8
6
HA
R
M
O
N
Y
PA
T
H
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
1
6
2
8
6
HARMONY PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
33
7
2
2
1
7
0
0
1
0
2
0
8
0
AI
M
E
E
MA
R
T
I
N
S
O
N
16
2
9
1
GR
O
V
E
TR
L
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
7
2
1
6
2
9
1
GROVE TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
33
8
2
2
1
7
0
0
1
0
2
0
7
0
TH
O
M
A
S
J & BA
R
B
A
R
A
A RE
I
N
A
N
16
2
7
5
GR
O
V
E
TR
L
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
7
2
1
6
2
7
5
GROVE TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
33
9
2
2
1
7
0
0
1
0
2
0
6
0
JA
N
E
K KO
E
N
I
G
16
2
5
5
GR
O
V
E
TR
L
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
7
2
1
6
2
5
5
GROVE TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
34
0
2
2
1
7
0
0
1
0
2
0
5
0
DT
I
GR
O
V
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LL
C
13
5
5
2
GO
S
S
A
M
E
R
WA
Y
AP
P
L
E
VA
L
L
E
Y
MN
5
5
1
2
4
1
6
2
4
1
GROVE TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
34
1
2
2
1
7
0
0
1
0
2
0
1
0
S
T
E
P
H
E
N
K & BA
R
B
A
R
A
PE
T
E
R
S
E
N
16
2
0
2
GR
I
N
N
E
L
L
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐63
1
2
1
6
2
0
2
GRINNELL AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
34
2
2
2
1
7
0
0
1
0
2
0
2
0
PH
A
T
TG
O
C
BU
I
16
1
8
2
GR
I
N
N
E
L
L
AV
E
LA
K
E
V
I
L
L
E
MN
55
0
4
4
16182 GRINNELL AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
34
3
2
2
1
7
0
0
1
0
2
0
3
0
DA
V
I
D
S & LA
U
R
A
WI
L
L
E
T
T
E
16
1
6
4
GR
I
N
N
E
L
L
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐63
0
8
1
6
1
6
4
GRINNELL AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
34
4
2
2
1
7
0
0
1
0
2
0
4
0
CH
R
I
S
D & KA
R
E
N
M BA
T
Y
16
1
4
6
GR
I
N
N
E
L
L
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐63
0
8
1
6
1
4
6
GRINNELL AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
34
5
2
2
1
7
0
0
1
0
1
0
5
0
J
O
S
E
P
H
E JR
& AN
G
E
L
A
CA
B
A
N
A
W
16
1
4
5
GR
I
N
N
E
L
L
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐63
0
9
1
6
1
4
5
GRINNELL AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
34
6
2
2
1
7
0
0
1
0
1
0
4
0
MA
R
K
C MU
E
N
C
H
O
W
16
1
5
9
GR
I
N
N
E
L
L
AV
E
LA
K
E
V
I
L
L
E
MN
55
0
4
4
1
6
1
5
9
GRINNELL AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
34
7
2
2
1
7
0
0
1
0
1
0
3
0
A
N
T
H
O
N
Y
P & PA
M
E
L
A
A LA
R
S
O
N
16
1
7
3
GR
I
N
N
E
L
L
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐63
0
9
1
6
1
7
3
GRINNELL AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
34
8
2
2
1
7
0
0
1
0
1
0
2
0
G
R
E
G
O
R
Y
& TH
E
R
E
S
A
A KI
N
D
V
A
L
L
16
1
8
7
GR
I
N
N
E
L
L
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐63
0
9
1
6
1
8
7
GRINNELL AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
34
9
2
2
1
7
0
0
1
0
1
0
1
0
O
T
T
O
R & MA
R
Y
M DE
R
O
N
N
E
B
E
C
K
16
2
0
1
GR
I
N
N
E
L
L
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐63
1
3
1
6
2
0
1
GRINNELL AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
35
0
2
2
1
7
0
0
0
0
1
1
8
0
DI
E
T
M
A
R
EN
G
L
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R
16
1
4
9
GO
O
D
V
I
E
W
WA
Y
LA
K
E
V
I
L
L
E
MN
55
0
4
4
‐90
9
3
16149 GOODVIEW WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
35
1
2
2
1
7
0
0
0
0
1
1
7
0
B
R
A
D
L
E
Y
P & SU
S
A
N
M BI
E
R
A
U
G
E
L
16
1
4
1
GO
O
D
V
I
E
W
WA
Y
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
9
3
1
6
1
4
1
GOODVIEW WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
35
2
2
2
1
7
0
0
0
0
1
1
6
0
AL
E
X
A
N
D
E
R
M DO
Y
L
E
16
1
3
5
GO
O
D
V
I
E
W
WA
Y
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
1
6
1
3
5
GOODVIEW WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
35
3
2
2
1
7
0
0
0
0
1
1
5
0
MA
R
I
A
J & ST
E
V
E
N
J RO
S
S
O
N
16
1
2
9
GO
O
D
V
I
E
W
WA
Y
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
9
3
1
6
1
2
9
GOODVIEW WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
35
4
2
2
1
7
0
0
0
0
1
1
4
0
DA
V
I
D
M & DA
N
A
L SN
I
A
D
A
K
16
1
2
3
GO
O
D
V
I
E
W
WA
Y
LA
K
E
V
I
L
L
E
MN
55
0
4
4
‐90
9
3
16123 GOODVIEW WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
35
5
2
2
1
7
0
0
0
0
1
1
3
0
LE
O
N
A
R
D
J & KA
R
E
N
J HU
O
T
A
R
I
16
1
1
7
GO
O
D
V
I
E
W
WA
Y
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
9
3
1
6
1
1
7
GOODVIEW WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
35
6
2
2
1
7
0
0
0
0
1
1
2
0
RO
Y
& LI
N
D
A
FE
R
N
A
N
D
E
Z
16
1
1
1
GO
O
D
V
I
E
W
WA
Y
LA
K
E
V
I
L
L
E
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37
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GOODVIEW WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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GOODVIEW CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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GOODVIEW CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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GOODVIEW CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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GOODVIEW CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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GOODVIEW CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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GOODVIEW CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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GOODVIEW CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
38
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4
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GOODVIEW CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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GOODVIEW CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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GOODVIEW CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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GOODVIEW CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
39
3
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16062 GOODVIEW CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
39
4
2
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4
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GOODVIEW CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
39
5
2
2
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4
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GOODVIEW CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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6
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GROVE TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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16126 GROVE TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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GOODVIEW CIR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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GOODVIEW CIR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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16141 GOODVIEW CIR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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2
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GOODVIEW CIR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
40
3
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GOODVIEW CIR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
40
4
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GOODVIEW CIR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
40
5
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16138 GOODVIEW CIR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
40
6
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1
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GOODVIEW CIR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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GOODVIEW CIR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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8
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GOODVIEW CIR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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9
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16168 GOODVIEW CIR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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GOODVIEW TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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GOODVIEW TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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16228 GOODVIEW TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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GOODVIEW TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $ Page 7
20
1
5
S
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Date: 10/1/2014
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1
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2
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4
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16
2
8
0
GO
D
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DR
LA
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55
0
4
4
1
6
2
8
0
GODSON DR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
45
6
2
2
1
6
6
5
1
0
1
0
6
0
DA
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C & KA
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16
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0
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5
5
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4
4
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8
4
1
6
2
9
0
GODSON DR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
45
7
2
2
1
6
6
5
1
0
1
0
5
0
AL
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4
4
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GODSON DR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
45
8
2
2
1
6
6
5
1
0
1
0
4
0
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5
1
6
3
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GODSON DR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
45
9
2
2
1
6
6
5
1
0
1
0
3
0
DU
S
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5
5
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4
4
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6
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2
0
GODSON DR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
46
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2
2
1
6
6
5
1
0
1
0
2
0
BR
A
D
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16
3
3
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5
5
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4
4
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8
5
1
6
3
3
0
GODSON DR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
46
1
2
2
1
6
6
5
1
0
1
0
1
0
JA
M
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16
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5
5
0
4
4
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8
5
1
6
3
4
0
GODSON DR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
46
2
2
2
1
6
6
5
0
0
2
1
4
0
SU
Z
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N
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16
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1
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MN
5
5
0
4
4
1
6
3
1
1
GLEN OAKS RD RESIDENTIAL 1 8,116.46 $ 8,116.46 $
46
3
2
2
1
6
6
5
0
0
2
1
3
0
SC
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16
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9
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5
5
0
4
4
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7
2
1
6
2
8
9
GLEN OAKS RD RESIDENTIAL 1 8,116.46 $ 8,116.46 $
46
4
2
2
1
6
6
5
0
0
2
1
2
0
SC
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T
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16
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5
5
0
4
4
1
6
2
7
9
GLEN OAKS RD RESIDENTIAL 1 8,116.46 $ 8,116.46 $
46
5
2
2
1
6
6
5
0
0
2
1
1
0
RO
B
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& SH
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30
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MN
5
5
0
6
5
1
6
2
7
5
GLEN OAKS CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
46
6
2
2
1
6
6
5
0
0
2
1
0
0
ME
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16
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5
5
0
4
4
1
6
2
6
9
GLEN OAKS CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
46
7
2
2
1
6
6
5
0
0
2
0
9
0
ST
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V
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16
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5
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5
5
0
4
4
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7
0
1
6
2
6
5
GLEN OAKS CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
46
8
2
2
1
6
6
5
0
0
2
0
8
0
ST
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16
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5
5
0
4
4
1
6
2
5
9
GLEN OAKS CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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9
2
2
1
6
6
5
0
0
2
0
7
0
DW
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5
5
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4
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7
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1
6
2
5
5
GLEN OAKS CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
47
0
2
2
1
6
6
5
0
0
2
0
6
0
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55
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4
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1
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4
9
GLEN OAKS CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
47
1
2
2
1
6
6
5
0
0
2
0
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0
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GLEN OAKS CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
47
2
2
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6
6
5
0
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GLEN OAKS CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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3
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GLEN OAKS CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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GLEN OAKS RD RESIDENTIAL 1 8,116.46 $ 8,116.46 $ Page 8
20
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L
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16
3
2
0
GL
E
N
OA
K
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RD
LA
K
E
V
I
L
L
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MN
55
0
4
4
‐93
7
2
16320 GLEN OAKS RD RESIDENTIAL 1 8,116.46 $ 8,116.46 $
48
5
2
2
1
6
6
5
0
0
1
1
0
0
BR
I
A
N
& LI
S
A
DO
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L
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20
6
5
5
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PL
LA
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V
I
L
L
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MN
5
5
0
4
4
1
6
3
3
4
GLEN OAKS RD RESIDENTIAL 1 8,116.46 $ 8,116.46 $
48
6
2
2
1
6
6
5
0
0
1
1
1
0
LI
A
N
A
E CO
H
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N
16
3
5
0
GL
E
N
OA
K
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RD
LA
K
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V
I
L
L
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MN
5
5
0
4
4
‐93
7
2
1
6
3
5
0
GLEN OAKS RD RESIDENTIAL 1 8,116.46 $ 8,116.46 $
48
7
2
2
1
6
6
5
2
0
1
0
1
0
KO
N
S
T
A
N
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16
3
7
4
GO
D
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DR
LA
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V
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L
L
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MN
5
5
0
4
4
‐62
8
5
1
6
3
7
4
GODSON DR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
48
8
2
2
1
6
6
5
2
0
1
0
2
0
JO
H
N
E & DE
N
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16
3
8
6
GO
D
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N
DR
LA
K
E
V
I
L
L
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MN
55
0
4
4
‐62
8
5
16386 GODSON DR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
48
9
2
2
1
6
6
5
2
0
1
0
3
0
SE
E
T
A
RA
M
N
A
N
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N
16
3
9
8
GO
D
S
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N
DR
LA
K
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V
I
L
L
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MN
5
5
0
4
4
‐62
8
5
1
6
3
9
8
GODSON DR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
49
0
2
2
1
6
6
5
2
0
1
0
4
0
LO
R
I
A & MI
C
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16
4
0
8
GO
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L
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MN
5
5
0
4
4
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9
8
1
6
4
0
8
GODSON DR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
49
1
2
2
1
6
6
5
2
0
1
0
5
0
TE
R
R
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N
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16
4
2
0
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L
L
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MN
5
5
0
4
4
1
6
4
2
0
GODSON DR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
49
2
2
2
1
6
6
5
2
0
1
0
6
0
BR
U
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16
4
3
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V
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L
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MN
5
5
0
4
4
1
6
4
3
2
GODSON DR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
49
3
2
2
1
6
6
5
2
0
1
0
7
0
RU
D
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& CA
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16
4
4
4
GO
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L
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MN
5
5
0
4
4
‐62
9
8
1
6
4
4
4
GODSON RD RESIDENTIAL 1 8,116.46 $ 8,116.46 $
49
4
2
2
1
6
6
5
2
0
1
0
8
0
JA
M
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KI
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16
4
5
6
GO
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L
L
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MN
5
5
0
4
4
‐62
9
8
1
6
4
5
6
GODSON RD RESIDENTIAL 1 8,116.46 $ 8,116.46 $
49
5
2
2
1
6
6
5
2
0
1
0
9
0
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W
A
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D
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16
4
6
8
GO
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L
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MN
5
5
0
4
4
‐62
9
8
1
6
4
6
8
GODSON DR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
49
6
2
2
1
6
6
5
2
0
2
0
8
0
CU
R
T
I
S
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16
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6
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LA
K
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V
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L
L
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MN
5
5
0
4
4
1
6
4
6
7
GODSON DR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
49
7
2
2
1
6
6
5
2
0
2
0
7
0
TE
R
R
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L & LU
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16
4
5
3
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LA
K
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V
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L
L
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MN
5
5
0
4
4
1
6
4
5
3
GODSON DR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
49
8
2
2
1
6
6
5
2
0
2
0
6
0
ST
E
V
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N
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16
4
3
9
GO
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S
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DR
LA
K
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L
L
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MN
5
5
0
4
4
‐62
9
9
1
6
4
3
9
GODSON DR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
49
9
2
2
1
6
6
5
2
0
2
0
5
0
MA
R
I
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N
S
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16
4
2
5
GO
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DR
LA
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L
L
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MN
5
5
0
4
4
‐62
9
9
1
6
4
2
5
GODSON DR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
50
0
2
2
1
6
6
5
2
0
2
0
4
0
AN
D
R
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A
RU
B
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16
4
1
3
GO
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L
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MN
5
5
0
4
4
1
6
4
1
3
GODSON DR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
50
1
2
2
1
6
6
5
2
0
2
0
3
0
KI
M
SH
E
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M
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16
3
9
9
GO
D
S
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DR
LA
K
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V
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L
L
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MN
5
5
0
4
4
‐62
8
7
1
6
3
9
9
GODSON RD RESIDENTIAL 1 8,116.46 $ 8,116.46 $
50
2
2
2
1
6
6
5
2
0
2
0
2
0
PA
U
L
S & LA
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16
3
8
5
GO
D
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DR
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L
L
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MN
5
5
0
4
4
‐62
8
7
1
6
3
8
5
GODSON DR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
50
3
2
2
1
6
6
5
2
0
2
0
1
0
GA
R
Y
L & JO
L
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N
N
M RI
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16
3
7
1
GO
D
S
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DR
LA
K
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V
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L
L
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MN
5
5
0
4
4
‐62
8
7
1
6
3
7
1
GODSON DR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
50
4
2
2
1
6
6
5
3
0
2
0
1
0
JA
M
E
S
E & MI
C
H
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L
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16
3
5
7
GO
D
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DR
LA
K
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V
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L
L
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MN
5
5
0
4
4
‐62
8
7
1
6
3
5
7
GODSON DR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
50
5
2
2
1
6
6
5
3
0
2
0
2
0
ST
E
V
E
N
J & DO
R
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F
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16
3
9
4
GO
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W
TR
L
LA
K
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V
I
L
L
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MN
55
0
4
4
‐62
9
6
16394 GOODVIEW TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
50
6
2
2
1
6
6
5
3
0
2
0
3
0
JE
F
F
R
E
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N
16
4
0
6
GO
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LA
K
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V
I
L
L
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MN
5
5
0
4
4
1
6
4
0
6
GOODVIEW TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
50
7
2
2
1
6
6
5
3
0
2
0
4
0
DE
R
R
I
C
K
M & LO
R
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16
4
1
8
GO
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LA
K
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L
L
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MN
5
5
0
4
4
‐62
9
6
1
6
4
1
8
GOODVIEW TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
50
8
2
2
1
6
6
5
3
0
2
0
5
0
GL
E
N
N
H & SH
A
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16
4
3
0
GO
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L
LA
K
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L
L
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MN
5
5
0
4
4
‐62
9
6
1
6
4
3
0
GOODVIEW TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
50
9
2
2
1
6
6
5
3
0
2
0
6
0
ST
E
P
H
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D & CH
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16
4
4
2
GO
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W
TR
L
LA
K
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V
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L
L
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MN
55
0
4
4
‐62
9
6
16442 GOODVIEW TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
51
0
2
2
1
6
6
5
3
0
2
0
7
0
MI
S
T
Y
SC
H
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16
4
5
4
GO
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LA
K
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V
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L
L
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MN
5
5
0
4
4
1
6
4
5
4
GOODVIEW TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
51
1
2
2
1
6
6
5
2
0
2
0
9
0
KE
L
L
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& AM
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16
4
6
6
GO
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LA
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L
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MN
5
5
0
4
4
1
6
4
6
6
GOODVIEW TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
51
2
2
2
1
6
6
5
2
0
3
0
1
0
DA
V
I
D
& ST
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16
4
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2
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L
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MN
5
5
0
4
4
1
6
4
7
2
GRIFFON TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
51
3
2
2
1
6
6
5
3
0
3
1
2
0
BA
R
B
A
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16
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9
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L
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MN
5
5
0
4
4
‐62
9
7
1
6
4
4
9
GOODVIEW TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
51
4
2
2
1
6
6
5
3
0
3
1
1
0
JE
R
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M
Y
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16
4
3
3
GO
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MN
5
5
0
4
4
‐62
9
7
1
6
4
3
3
GOODVIEW TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
51
5
2
2
1
6
6
5
3
0
3
1
0
0
EL
I
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A
B
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16
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MN
5
5
0
4
4
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9
7
1
6
4
1
5
GOODVIEW TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
51
6
2
2
1
6
6
5
3
0
3
0
9
0
L
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A
I
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F & RO
B
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16
3
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GO
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MN
5
5
0
4
4
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4
8
1
6
3
9
9
GOODVIEW TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
51
7
2
2
1
6
6
5
3
0
3
0
8
0
LE
R
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W & CA
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16
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MN
5
5
0
4
4
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4
8
1
6
3
8
3
GOODVIEW TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
51
8
2
2
1
6
6
5
3
0
3
0
7
0
DA
V
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W & JU
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16
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MN
5
5
0
4
4
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4
8
1
6
3
6
7
GOODVIEW TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
51
9
2
2
1
6
6
5
3
0
3
0
6
0
DO
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5
5
0
4
4
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4
8
1
6
3
5
1
GOODVIEW TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
52
0
2
2
1
6
6
5
3
0
3
0
5
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R
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5
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0
4
4
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4
8
1
6
3
3
5
GOODVIEW TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
52
1
2
2
1
6
6
5
3
0
3
0
4
0
ME
L
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16
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5
5
0
4
4
1
6
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1
9
GOODVIEW TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
52
2
2
2
1
6
6
5
3
0
3
0
3
0
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5
5
0
4
4
1
6
3
0
3
GOODVIEW TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
52
3
2
2
1
6
6
5
3
0
3
0
2
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BO
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5
5
0
4
4
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4
8
1
6
2
8
7
GOODVIEW TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
52
4
2
2
1
6
6
5
3
0
3
0
1
0
NE
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5
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6
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3
GOODVIEW TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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5
2
2
1
6
6
5
3
0
3
2
7
0
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C
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5
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2
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6
3
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6
GRENOBLE AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
52
6
2
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1
6
6
5
3
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3
2
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0
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16338 GRENOBLE AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
52
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2
2
1
6
6
5
3
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0
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4
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1
GRENOBLE CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
52
8
2
2
1
6
6
5
3
0
3
2
4
0
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4
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3
GRENOBLE CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
52
9
2
2
1
6
6
5
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0
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GRENOBLE CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
53
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6
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GRENOBLE CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
53
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GRENOBLE CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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GRENOBLE CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $ Page 9
20
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GRENOBLE AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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GRIFFON TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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GRENOBLE AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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GRENOBLE AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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GRENOBLE AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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GRENOBLE AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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GRENOBLE AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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GRENOBLE AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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5
5
GRENOBLE AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
55
3
2
2
1
6
6
5
3
0
4
0
8
0
HA
PH
A
M
16
3
4
1
GR
E
N
O
B
L
E
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
1
6
3
4
1
GRENOBLE AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
55
4
2
2
1
6
6
5
3
0
4
0
7
0
ST
E
P
H
E
N
D & PA
M
E
L
A
J BA
R
T
Z
16
3
2
7
GR
E
N
O
B
L
E
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐84
5
4
1
6
3
2
7
GRENOBLE AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
55
5
2
2
1
6
6
5
3
0
4
0
6
0
JO
N
A
T
H
A
N
S & NA
N
C
Y
J MO
H
S
16
3
1
3
GR
E
N
O
B
L
E
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐84
5
4
1
6
3
1
3
GRENOBLE AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
55
6
2
2
1
6
6
5
3
0
4
0
5
0
LI
E
N
NG
U
Y
E
N
16
2
9
9
GR
E
N
O
B
L
E
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐84
5
3
1
6
2
9
9
GRENOBLE AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
55
7
2
2
1
6
6
5
3
0
4
0
4
0
KA
R
A
L BO
U
C
H
E
R
16
2
8
5
GR
E
N
O
B
L
E
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐84
5
3
1
6
2
8
5
GRENOBLE AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
55
8
2
2
1
6
6
5
3
0
4
0
3
0
MI
C
H
A
E
L
G & PA
T
R
I
C
I
A
MA
Y
N
E
16
2
5
5
GO
O
D
V
I
E
W
TR
L
LA
K
E
V
I
L
L
E
MN
55
0
4
4
‐89
6
4
16255 GOODVIEW TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
55
9
2
2
1
6
6
5
3
0
4
0
2
0
JA
Y
M & JU
L
I
E
A MA
K
I
16
2
4
7
GO
O
D
V
I
E
W
TR
L
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐89
6
4
1
6
2
4
7
GOODVIEW TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
56
0
2
2
1
6
6
5
3
0
4
0
1
0
PH
I
L
I
P
A & LI
S
A
K HO
E
P
P
N
E
R
16
2
3
9
GO
O
D
V
I
E
W
TR
L
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐89
6
4
1
6
2
3
9
GOODVIEW TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
56
1
2
2
1
7
0
0
0
0
4
0
1
1
RO
B
E
R
T
A BU
C
H
16
2
3
1
GO
O
D
V
I
E
W
TR
L
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐89
6
4
1
6
2
3
1
GOODVIEW TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
56
2
2
2
1
7
0
0
0
0
4
0
2
0
RI
C
H
A
R
D
E & CA
L
L
Y
L PR
I
E
B
E
16
2
2
1
GO
O
D
V
I
E
W
TR
L
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐89
6
4
1
6
2
2
1
GOODVIEW TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
56
3
2
2
1
7
0
0
0
0
4
0
3
0
CH
A
R
L
E
S
S & YV
O
N
N
E
M OL
U
N
D
16
2
1
3
GO
O
D
V
I
E
W
TR
L
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐89
6
4
1
6
2
1
3
GOODVIEW TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
56
4
2
2
1
7
0
0
0
0
4
0
4
0
CL
I
F
T
O
N
H & JE
N
N
I
F
E
R
CA
S
E
Y
16
2
0
7
GO
O
D
V
I
E
W
TR
L
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
1
6
2
0
7
GOODVIEW TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
56
5
2
2
1
7
0
0
0
0
4
0
5
0
MA
R
K
A & RO
B
E
R
T
A
R DA
S
C
A
L
O
S
16
2
0
1
GO
O
D
V
I
E
W
TR
L
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐89
6
4
1
6
2
0
1
GOODVIEW TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
56
6
2
2
1
7
0
0
0
0
4
0
6
0
J
E
F
F
R
E
Y
L & BR
E
N
D
A
GR
U
N
D
S
T
R
O
M
16
1
9
5
GO
O
D
V
I
E
W
TR
L
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐89
6
4
1
6
1
9
5
GOODVIEW TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
56
7
2
2
1
7
0
0
0
0
4
0
7
0
MA
T
T
H
E
W
D SN
E
L
L
16
1
8
9
GO
O
D
V
I
E
W
TR
L
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
1
6
1
8
9
GOODVIEW TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
56
8
2
2
1
7
0
0
0
0
4
0
8
0
DA
N
I
E
L
A & BE
T
H
AN
N
ST
R
O
N
G
16
1
8
1
GO
O
D
V
I
E
W
TR
L
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐89
6
4
1
6
1
8
1
GOODVIEW TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
56
9
2
2
1
7
0
0
0
0
4
0
9
0
RO
N
A
L
D
A & JA
N
E
T
T
E
LA
R
S
O
N
16
1
7
3
GO
O
D
V
I
E
W
TR
L
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐89
6
4
1
6
1
7
3
GOODVIEW TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
57
0
2
2
1
7
0
0
0
0
4
1
0
0
JA
M
E
S
J & KR
I
S
T
I
N
E
M RI
N
A
L
D
I
16
1
6
7
GO
O
D
V
I
E
W
TR
L
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐89
6
4
1
6
1
6
7
GOODVIEW TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
57
1
2
2
1
7
0
0
2
0
1
0
1
0
JE
F
F
R
E
Y
L & MI
C
H
E
L
L
E
RI
T
A
C
C
O
16
2
1
3
GR
I
N
N
E
L
L
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
6
9
1
6
2
1
3
GRINNELL AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
57
2
2
2
1
7
0
0
2
0
1
0
2
0
DO
U
G
A & KA
R
E
N
J SA
U
N
D
E
R
S
16
2
2
7
GR
I
N
E
L
L
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
6
9
1
6
2
2
7
GRINNELL AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
57
3
2
2
1
7
0
0
2
0
1
0
3
0
M
A
T
T
H
E
W
J & LA
U
R
A
K SC
H
W
E
I
M
16
2
4
1
GR
I
N
N
E
L
L
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
6
9
1
6
2
4
1
GRINNELL AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
57
4
2
2
1
7
0
0
2
0
1
0
4
0
RI
C
H
A
R
D
J & CA
R
O
L
L PO
H
L
16
2
5
5
GR
I
N
N
E
L
L
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
6
9
1
6
2
5
5
GRINNELL AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
57
5
2
2
1
7
0
0
2
0
1
0
5
0
GL
E
N
S & EL
I
Z
A
B
E
T
H
S TO
B
I
A
S
16
2
6
7
GR
I
N
N
E
L
L
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
6
9
1
6
2
6
7
GRINNELL AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
57
6
2
2
1
7
0
0
2
0
1
0
6
0
JA
M
E
S
D & CA
R
O
L
L SM
I
T
H
16
2
8
1
GR
I
N
N
E
L
L
AV
E
S
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
6
9
1
6
2
8
1
GRINNELL AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
57
7
2
2
1
7
0
0
2
0
1
0
7
0
BR
I
A
N
L & KR
I
S
T
A
N
FE
R
G
A
S
O
N
16
2
9
5
GR
I
N
N
E
L
L
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
6
9
1
6
2
9
5
GRINNELL AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
57
8
2
2
1
7
0
0
2
0
1
0
8
0
MI
C
H
A
E
L
J HE
I
N
16
3
0
9
GR
I
N
N
E
L
L
CI
R
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐61
0
9
1
6
3
0
9
GRINNELL CIR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
57
9
2
2
1
7
0
0
2
0
1
0
9
0
MA
R
K
J & DI
A
N
N
E
A NO
U
R
I
E
16
3
1
3
GR
I
N
N
E
L
L
CI
R
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐61
0
9
1
6
3
1
3
GRINNELL CIR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
58
0
2
2
1
7
0
0
2
0
1
1
0
0
JO
S
E
P
H
& MA
R
G
A
R
E
T
GL
E
A
S
O
N
16
3
1
7
GR
I
N
N
E
L
L
CI
R
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐61
0
9
1
6
3
1
7
GRINNELL CIR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
58
1
2
2
1
7
0
0
2
0
1
1
1
0
TH
O
M
A
S
P & MA
R
Y
JO
KU
C
H
E
R
A
16
3
2
3
GR
I
N
N
E
L
L
CI
R
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐61
0
9
1
6
3
2
3
GRINNELL CIR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
58
2
2
2
1
7
0
0
2
0
1
1
2
0
LI
N
D
A
L DE
V
I
T
T
16
3
1
8
GR
I
N
N
E
L
L
CI
R
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐61
0
9
1
6
3
1
8
GRINNELL CIR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
58
3
2
2
1
7
0
0
2
0
1
1
3
0
BR
U
C
E
& JU
L
I
E
CL
E
M
E
N
T
16
3
1
4
GR
I
N
N
E
L
L
CI
R
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐61
0
9
1
6
3
1
4
GRINNELL CIR RESIDENTIAL 1 8,116.46 $ 8,116.46 $
58
4
2
2
1
7
0
0
2
0
1
1
4
0
JA
Y
A & ST
E
P
H
A
N
I
E
M LU
N
D
E
16
3
2
1
GR
I
N
N
E
L
L
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
7
0
1
6
3
2
1
GRINNELL AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
58
5
2
2
1
7
0
0
2
0
1
1
5
0
DA
R
R
E
N
D & ST
A
C
E
Y
DR
E
S
H
E
M
16
3
3
5
GR
I
N
N
E
L
L
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
7
0
1
6
3
3
5
GRINNELL AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
58
6
2
2
1
7
0
0
2
0
1
1
6
0
SH
E
L
L
E
Y
L GR
A
V
24
7
3
5
EM
E
R
A
L
D
LN
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
1
6
3
4
5
GRINNELL AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
58
7
2
2
1
7
0
0
2
0
1
1
7
0
K
E
N
T
L & KI
M
B
E
R
L
Y
A WE
N
G
E
N
R
O
T
H
16
3
6
1
GR
I
N
N
E
L
L
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
7
0
1
6
3
6
1
GRINNELL AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
58
8
2
2
1
7
0
0
2
0
1
1
8
0
RA
N
D
A
L
L
E & MA
R
Y
C MA
N
O
R
E
16
3
7
5
GR
I
N
N
E
L
L
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
7
0
1
6
3
7
5
GRINNELL AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
58
9
2
2
1
7
0
0
2
0
1
1
9
0
DO
U
G
L
A
S
G & SU
S
A
N
M SN
O
W
16
3
8
9
GR
I
N
N
E
L
L
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
7
0
1
6
3
8
9
GRINNELL AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
59
0
2
2
1
7
0
0
2
0
1
2
0
0
OK
S
A
N
A
& OL
E
H
HA
N
U
S
H
C
H
A
K
16
4
0
3
GR
I
N
N
E
L
L
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
1
6
4
0
3
GRINNELL AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
59
1
2
2
1
7
0
0
2
0
1
2
1
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5
5
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4
4
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1
6
4
1
5
GRINNELL AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
59
2
2
2
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7
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0
2
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GRINNELL AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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GREENBRIAR CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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GREENBRIAR CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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GREENBRIAR CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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GREENBRIAR CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $ Page 10
20
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2
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GREENBRIAR CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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3
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GREENBRIAR CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
60
4
2
2
1
7
0
0
2
0
2
2
9
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5
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1
3
1
6
3
2
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GREENBRIAR CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
60
5
22
1
7
0
0
2
0
2
3
0
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MI
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5
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4
4
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1
3
1
6
3
0
7
GREENBRIAR CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
60
6
2
2
1
7
0
0
2
0
2
3
1
0
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L
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5
5
0
4
4
1
6
2
9
3
GREENBRIAR CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
60
7
2
2
1
7
0
0
2
0
2
3
2
0
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5
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4
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1
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1
6
2
7
9
GREENBRIAR CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
60
8
2
2
1
7
0
0
2
0
2
3
3
0
DA
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L
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5
5
0
4
4
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1
0
1
6
2
6
5
GREENBRIAR CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
60
9
2
2
1
7
0
0
2
0
2
3
4
0
DA
N
I
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L
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L
L
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MN
5
5
0
4
4
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1
0
1
6
2
6
2
GREENBRIAR CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
61
0
2
2
1
7
0
0
2
0
2
3
5
0
WA
Y
N
E
P & JO
L
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N
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16
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6
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5
5
0
4
4
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1
0
1
6
2
7
6
GREENBRIAR CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
61
1
2
2
1
7
0
0
2
0
2
3
6
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AL
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5
5
0
4
4
‐61
1
2
1
6
3
2
5
GREENBRIAR LN RESIDENTIAL 1 8,116.46 $ 8,116.46 $
61
2
2
2
1
7
0
0
2
0
2
3
7
0
SH
A
R
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N
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MN
5
5
0
4
4
1
6
3
3
5
GREENBRIAR LN RESIDENTIAL 1 8,116.46 $ 8,116.46 $
61
3
2
2
1
7
0
0
1
0
3
0
4
0
CA
R
L
R & MO
L
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2
9
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L
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MN
5
5
0
4
4
1
6
2
9
0
GROVE TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
61
4
2
2
1
7
0
0
1
0
3
0
3
0
DA
V
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D
S & TE
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4
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L
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5
5
0
4
4
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7
1
1
6
2
7
4
GROVE TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
61
5
2
2
1
7
0
0
1
0
3
0
2
0
GW
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D
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5
5
0
4
4
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7
1
1
6
2
5
4
GROVE TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
61
6
2
2
1
7
0
0
1
0
3
0
1
0
JO
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R & MA
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16240 GROVE TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
61
7
2
2
1
7
0
0
2
0
2
0
1
0
GE
R
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L
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MN
5
5
0
4
4
1
6
2
1
2
GRINNELL AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
61
8
2
2
1
7
0
0
2
0
2
0
2
0
RO
B
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5
5
0
4
4
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7
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1
6
2
2
6
GRINNELL AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
61
9
2
2
1
7
0
0
2
0
2
0
3
0
CH
A
R
L
E
S
& SU
S
A
N
C GE
N
T
Z
16
2
4
0
GR
I
N
N
E
L
L
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
7
0
1
6
2
4
0
GRINNELL AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
62
0
2
2
1
7
0
0
2
0
2
0
4
0
RI
C
H
A
R
D
C & JE
A
N
N
E
A RE
I
T
A
N
16
2
5
4
GR
I
N
N
E
L
L
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
7
0
1
6
2
5
4
GRINNELL AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
62
1
2
2
1
7
0
0
2
0
2
0
5
0
MA
R
Y
E UL
R
I
C
H
16
2
6
6
GR
I
N
N
E
L
L
AV
E
LA
K
E
V
I
L
L
E
MN
55
0
4
4
‐62
7
0
16266 GRINNELL AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
62
2
2
2
1
7
0
0
2
0
2
0
6
0
KE
V
I
N
A & CY
N
T
H
I
A
J AN
D
E
R
S
O
N
N1
0
2
W
1
7
6
5
7
ST
O
N
E
R
I
D
G
E
DR
GE
R
M
A
N
T
O
W
N
WI
5
3
0
2
2
1
6
2
8
0
GRINNELL AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
62
3
2
2
1
7
0
0
2
0
2
0
7
0
TA
M
C HU
Y
N
H
16
2
9
4
GR
I
N
N
E
L
L
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
1
6
2
9
4
GRINNELL AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
62
4
2
2
1
7
0
0
2
0
2
0
8
0
LO
R
E
N
D HJ
E
L
M
B
E
R
G
16
3
0
8
GR
I
N
N
E
L
L
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
1
6
3
0
8
GRINNELL AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
62
5
2
2
1
7
0
0
2
0
2
0
9
0
LA
W
R
E
N
C
E
E & KA
R
E
N
L ER
B
16
3
2
0
GR
I
N
N
E
L
L
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
6
9
1
6
3
2
0
GRINNELL AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
62
6
2
2
1
7
0
0
2
0
2
1
0
0
SE
A
N
N & PA
M
E
L
A
M TE
S
K
E
16
3
3
4
GR
I
N
N
E
L
L
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
6
9
1
6
3
3
4
GRINNELL AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
62
7
2
2
1
7
0
0
2
0
2
1
1
0
JE
R
E
M
Y
& SH
E
L
L
E
Y
JO
H
N
S
O
N
16
3
4
4
GR
I
N
N
E
L
L
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
1
6
3
4
4
GRINNELL AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
62
8
2
2
1
7
0
0
2
0
2
1
2
0
BR
A
D
J & TH
E
R
E
S
E
V WA
L
K
E
R
16
3
6
0
GR
I
N
N
E
L
L
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
6
9
1
6
3
6
0
GRINNELL AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
62
9
2
2
1
7
0
0
2
0
2
1
3
0
LA
U
R
I
E
K & KI
R
K
A KN
O
T
T
16
3
7
4
GR
I
N
N
E
L
L
AV
E
LA
K
E
V
I
L
L
E
MN
55
0
4
4
1
6
3
7
4
GRINNELL AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
63
0
2
2
1
7
0
0
2
0
2
1
4
0
KI
M
J
O
L
E
N
E
A DI
E
R
C
K
S
16
3
8
8
GR
I
N
N
E
L
L
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
6
9
1
6
3
8
8
GRINNELL AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
63
1
2
2
1
7
0
0
2
0
2
1
5
0
CA
T
H
E
R
I
N
E
DO
N
G
LI
N
YU
E
D
O
N
G
ME
R
R
I
T
T
81
5
TH
Y
E
PK
W
Y
NO
R
T
H
F
I
E
L
D
MN
5
5
0
5
7
1
6
4
0
2
GRINNELL AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
63
2
2
2
1
7
0
0
2
0
2
1
6
0
CA
R
O
L
A HE
U
P
E
L
16
4
1
4
GR
I
N
N
E
L
L
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
6
1
1
6
4
1
4
GRINNELL AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
63
3
2
2
2
7
6
0
1
0
5
0
9
0
PH
I
L
I
P
T & SA
R
A
H
E ZA
N
D
E
R
77
3
0
GR
I
N
N
E
L
L
WA
Y
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
7
7
3
0
GRINNELL WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
63
4
2
2
2
7
6
0
1
0
5
0
8
2
B
R
A
D
L
E
Y
& CO
N
S
T
A
N
C
E
GU
N
D
E
R
S
O
N
77
3
8
GR
I
N
N
E
L
L
WA
Y
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
5
5
7
7
3
8
GRINNELL WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
63
5
2
2
2
7
6
0
1
0
5
0
7
0
JO
H
N
K FR
I
T
Z
E
77
4
6
GR
I
N
N
E
L
L
WA
Y
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
7
7
4
6
GRINNELL WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
63
6
2
2
1
6
6
5
2
0
5
0
6
0
BR
U
C
E
C & DE
N
I
S
E
J OR
M
B
E
R
G
16
4
4
3
GR
I
F
F
O
N
TR
L
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
1
4
1
6
4
4
3
GRIFFON TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
63
7
2
2
2
7
6
0
1
0
5
0
6
0
JA
M
E
S
& GW
E
N
D
O
L
Y
N
OU
K
R
O
P
77
3
5
16
5
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
4
0
7
7
3
5
165TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
63
8
2
2
1
6
6
5
2
0
5
0
5
0
ME
L
I
S
S
A
M HU
N
T
E
R
16
4
4
5
GR
I
F
F
O
N
TR
L
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
1
6
4
4
5
GRIFFON TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
63
9
2
2
2
7
6
0
1
0
5
0
5
0
ST
E
P
H
E
N
B & AM
B
E
R
L HI
G
G
I
N
S
77
2
1
16
5
T
H
ST
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
4
0
7
7
2
1
165TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
64
0
2
2
1
6
6
5
2
0
5
0
4
0
RO
N
A
L
D
A & LA
U
R
E
T
T
E
PL
A
S
E
K
16
4
4
7
GR
I
F
F
O
N
TR
L
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
1
4
1
6
4
4
7
GRIFFON TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
64
1
2
2
2
7
6
0
1
0
5
0
4
0
AL
A
N
G & JU
L
I
A
A WE
S
T
77
0
7
16
5
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
4
0
7
7
0
7
165TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
64
2
2
2
1
6
6
5
2
0
5
0
3
0
JE
N
N
I
F
E
R
KI
R
S
T
E
N
HO
L
Z
E
R
16
4
5
1
GR
I
F
F
O
N
TR
L
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
1
6
4
5
1
GRIFFON TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
64
3
2
2
2
7
6
0
1
0
5
0
3
0
R
I
C
H
A
R
D
H & AN
D
R
E
A
M SH
E
A
R
M
A
N
76
9
3
16
5
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
2
4
7
6
9
3
165TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
64
4
2
2
1
6
6
5
2
0
5
0
2
0
GE
R
A
L
D
L & MA
R
Y
JO
YA
S
G
A
R
16
4
5
5
GR
I
F
F
O
N
TR
L
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
1
4
1
6
4
5
5
GRIFFON TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
64
5
2
2
2
7
6
0
1
0
5
0
2
0
KU
R
T
& RO
B
Y
N
ME
L
A
N
D
E
R
76
7
9
16
5
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
55
0
4
4
‐62
2
4
7679 165TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
64
6
2
2
1
6
6
5
2
0
5
0
1
0
AD
A
M
& NI
C
O
L
E
M WI
L
S
O
N
16
4
5
9
GR
I
F
F
O
N
TR
L
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
1
6
4
5
9
GRIFFON TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
64
7
2
2
2
7
6
0
1
0
5
0
1
0
AB
B
Y
L FJ
E
L
L
I
N
76
6
3
16
5
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
2
4
7
6
6
3
165TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
64
8
2
2
1
6
6
5
2
0
6
0
8
0
JA
S
O
N
W & RE
N
E
E
A GI
L
M
O
R
E
16
4
6
3
GR
I
F
F
O
N
TR
L
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
8
8
1
6
4
6
3
GRIFFON TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
64
9
2
2
2
7
6
0
1
0
6
0
1
0
MA
R
K
V & MA
R
I
N
A
F RA
D
L
E
76
3
5
16
5
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
55
0
4
4
7635 165TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
65
0
2
2
1
6
6
5
2
0
6
0
7
0
CH
A
D
M & NA
T
A
L
I
E
MS
GI
E
S
E
16
4
6
7
GR
I
F
F
O
N
TR
L
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
1
6
4
6
7
GRIFFON TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
65
1
2
2
2
7
6
0
1
0
6
0
2
0
VI
C
K
Y
L GU
N
D
E
R
S
O
N
76
1
9
16
5
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
7
6
1
9
165TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
65
2
2
2
1
6
6
5
2
0
6
0
6
0
LI
S
A
R LA
Z
A
R
E
T
T
I
16
4
7
1
GR
I
F
F
O
N
TR
L
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
8
8
1
6
4
7
1
GRIFFON TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
65
3
2
2
2
7
6
0
1
0
6
0
3
0
JO
H
N
M & TR
I
N
A
J MA
S
T
L
E
Y
76
0
5
16
5
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
7
6
0
5
165TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
65
4
2
2
1
6
6
5
2
0
6
0
5
0
WE
S
L
E
Y
S BO
A
L
S
16
4
7
5
GR
I
F
F
O
N
TR
L
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
8
8
1
6
4
7
5
GRIFFON TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
65
5
2
2
2
7
6
0
1
0
6
0
4
0
FR
E
D
& NA
N
C
Y
KU
E
N
Z
L
I
75
9
1
16
5
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
5
0
7
5
9
1
165TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
65
6
2
2
1
6
6
5
2
0
6
0
4
0
RY
A
N
& KR
I
S
T
E
N
BU
S
C
H
E
R
T
16
4
7
7
GR
I
F
F
O
N
TR
A
I
L
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
8
8
1
6
4
7
7
GRIFFON TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
65
7
2
2
2
7
6
0
1
0
6
0
5
0
SH
A
U
N
& JE
S
S
I
C
A
RA
U
75
7
9
16
5
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
55
0
4
4
7
5
7
9
165TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
65
8
2
2
1
6
6
5
2
0
6
0
3
0
A
D
A
M
& MA
L
G
O
R
Z
A
T
A
GL
O
W
A
C
K
I
16
4
7
9
GR
I
F
F
O
N
TR
L
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
8
8
1
6
4
7
9
GRIFFON TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $
65
9
2
2
2
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GRIFFON TRL RESIDENTIAL 1 8,116.46 $ 8,116.46 $ Page 11
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7536 165TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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5
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165TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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6
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165TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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7
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165TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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7588 165TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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9
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6
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165TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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165TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
67
1
2
2
2
7
6
0
1
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6
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6
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2
3
7
6
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8
165TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
67
2
2
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6
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5
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4
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3
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6
4
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165TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
67
3
2
2
2
7
6
0
1
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1
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5
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2
3
7
6
5
6
165TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
67
4
2
2
2
7
6
0
1
0
6
1
9
0
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R
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5
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4
4
7
6
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165TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
67
5
2
2
2
7
6
0
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5
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2
3
7
6
9
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165TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
67
6
2
2
2
7
6
0
1
0
7
0
2
0
JE
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77
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16
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5
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4
4
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5
7
7
7
0
6
165TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
67
7
2
2
2
7
6
0
1
0
7
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3
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5
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4
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5
7
7
7
1
8
165TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
67
8
2
2
2
7
6
0
1
0
7
0
4
0
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5
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4
7
7
5
2
GRINNELL WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
67
9
2
2
2
7
6
0
1
0
7
0
5
0
CH
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55
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GRINNELL WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
68
0
2
2
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7
6
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1
0
7
0
6
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5
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1
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7
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GRINNELL WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
68
1
2
2
2
7
6
0
1
0
7
0
7
0
GA
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5
5
0
4
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2
1
7
7
7
6
GRINNELL WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
68
2
2
2
2
7
6
0
1
0
7
0
8
0
BR
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5
5
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4
4
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2
1
7
7
8
4
GRINNELL WAY RESIDENTIAL 1 8,116.46 $ 8,116.46 $
68
3
2
2
2
7
6
0
0
0
1
0
1
0
CH
R
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5
5
0
4
4
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3
8
7
5
0
1
UPPER 167TH ST W RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
68
4
2
2
2
7
6
0
0
0
1
0
2
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5
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3
7
2
7
5
1
3
UPPER 167TH ST RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
68
5
2
2
2
7
6
0
0
0
1
0
3
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5
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4
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3
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7
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1
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UPPER 167TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
68
6
2
2
2
7
6
0
0
0
1
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4
0
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5
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4
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UPPER 167TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
68
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22
2
7
6
0
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1
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4
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UPPER 167TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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2
2
2
7
6
0
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4
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UPPER 167TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
68
9
2
2
2
7
6
0
0
0
1
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N
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M PA
H
L
75
6
3
UP
P
E
R
16
7
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐74
3
7
7
5
6
3
UPPER 167TH ST W RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
69
0
2
2
2
7
6
0
0
0
1
0
8
0
TI
N
A
M AM
B
E
R
G
75
7
5
UP
P
E
R
16
7
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
55
0
4
4
‐74
3
7
7575 UPPER 167TH ST RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
69
1
2
2
2
7
6
0
0
0
1
0
9
0
ER
I
C
W & PA
T
R
I
C
I
A
A SC
H
M
I
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T
75
8
7
UP
P
E
R
16
7
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H
ST
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐74
3
7
7
5
8
7
UPPER 167TH ST W RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
69
2
2
2
2
7
6
0
0
0
1
1
0
0
GE
O
R
G
E
S HA
N
N
A
75
9
9
UP
P
E
R
16
7
T
H
ST
R
E
E
T
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐74
3
7
7
5
9
9
UPPER 167TH ST W RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
69
3
2
2
2
7
6
0
0
0
1
1
1
0
JA
M
E
S
R TE
S
T
O
R
76
1
1
UP
P
E
R
16
7
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐91
6
7
7
6
1
1
UPPER 167TH ST W RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
69
4
2
2
2
7
6
0
0
0
1
1
2
0
RO
B
I
N
G HA
L
E
76
2
3
UP
P
E
R
16
7
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐91
6
7
7
6
2
3
UPPER 167TH ST W RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
69
5
2
2
2
7
6
0
0
0
1
1
3
0
IH
3
PR
O
P
E
R
T
Y
MI
N
N
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S
O
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A
LP
AL
T
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S
GR
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P
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IN
C
21
0
0
1
N TA
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M
BL
V
D
ST
E
16
3
0
‐63
0
P
H
O
E
N
I
X
AZ
8
5
0
5
0
7
6
3
5
UPPER 167TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
69
6
2
2
2
7
6
0
0
0
1
1
4
0
JA
M
E
S
H & TR
A
C
Y
A PO
M
A
S
L
76
4
7
UP
P
E
R
16
7
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐91
6
7
7
6
4
7
UPPER 167TH ST RESIDENTIAL 1 8,116.46 $ 8,116.46 $
69
7
2
2
2
7
6
0
0
0
2
0
1
0
IM
O
R & JU
D
I
T
H
A GE
N
Z
L
E
R
76
5
9
UP
P
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R
16
7
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐91
6
7
7
6
5
9
UPPER 167TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
69
8
2
2
2
7
6
0
0
0
2
0
2
0
HO
R
S
T
& SH
E
I
L
A
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N
D
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H
76
7
1
UP
P
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R
16
7
T
H
ST
W
LA
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E
V
I
L
L
E
MN
5
5
0
4
4
‐62
2
2
7
6
7
1
UPPER 167TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
69
9
2
2
2
7
6
0
0
0
2
0
3
0
BR
U
C
E
D & MA
R
I
E
T ME
N
S
I
N
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76
8
3
UP
P
E
R
16
7
T
H
ST
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
2
2
7
6
8
3
UPPER 167TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
70
0
2
2
2
7
6
0
0
0
2
0
4
0
RO
B
I
N
D & DI
A
N
A
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I
R
M
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76
9
5
UP
P
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R
16
7
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
2
2
7
6
9
5
UPPER 167TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
70
1
2
2
2
7
6
0
0
0
2
0
5
0
TR
O
Y
D & LO
R
E
N
D
A
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I
V
I
S
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I
77
0
7
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P
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R
16
7
T
H
ST
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐91
5
8
7
7
0
7
UPPER 167TH ST RESIDENTIAL 1 8,116.46 $ 8,116.46 $
70
2
2
2
2
7
6
0
0
0
2
0
6
0
GU
O
W
E
I
WU
77
1
9
UP
P
E
R
16
7
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐91
5
8
7
7
1
9
UPPER 167TH ST W RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
70
3
22
2
7
6
0
0
0
2
0
7
0
TO
D
D
E FO
S
S
33
9
3
GR
I
G
G
S
ST
SW
PR
I
O
R
LA
K
E
MN
5
5
3
7
2
7
7
3
1
UPPER 167TH ST W RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
70
4
2
2
2
7
6
0
0
0
3
0
1
0
ER
N
E
S
T
SA
M
S
O
N
77
5
5
UP
P
E
R
16
7
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
7
7
5
5
UPPER 167TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
70
5
2
2
2
7
6
0
0
0
3
0
2
0
RO
N
A
L
D
& LA
U
R
E
L
WI
T
T
E
N
B
E
R
G
77
6
7
UP
P
E
R
16
7
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐91
5
9
7
7
6
7
UPPER 167TH ST W RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
70
6
2
2
2
7
6
0
0
0
3
0
3
0
GW
E
N
L EI
S
C
H
E
I
D
77
7
9
UP
P
E
R
16
7
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
55
0
4
4
‐91
5
9
7779 UPPER 167TH ST W RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
70
7
2
2
2
7
6
0
0
0
3
0
4
0
JU
L
I
E
BR
U
L
E
Y
77
9
1
UP
P
E
R
16
7
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
7
7
9
1
UPPER 167TH ST W RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
70
8
2
2
2
7
6
0
0
0
3
0
5
0
SA
M
U
E
L
E GI
L
I
U
S
O
N
78
0
3
UP
P
E
R
16
7
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
7
8
0
3
UPPER 167TH ST W RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
70
9
2
2
2
7
6
0
0
0
3
0
6
0
CA
R
I
S
S
A
M HO
S
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78
1
5
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P
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16
7
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H
ST
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L
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MN
5
5
0
4
4
‐74
3
5
7
8
1
5
UPPER 167TH ST W RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
71
0
2
2
2
7
6
0
0
0
3
0
7
0
LA
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R
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E
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78
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5
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P
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16
7
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L
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5
5
0
4
4
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3
5
7
8
2
5
UPPER 167TH ST RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
71
1
2
2
2
7
6
0
0
0
3
0
8
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55
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UPPER 167TH ST W RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
71
2
2
2
2
7
6
0
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16
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5
5
0
4
4
7
8
4
9
UPPER 167TH ST W RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
71
3
2
2
2
7
6
0
0
0
4
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16
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6
6
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8
6
1
UPPER 167TH ST W RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
71
4
2
2
2
7
6
0
0
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6
6
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3
UPPER 167TH ST W RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
71
5
2
2
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7
6
0
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4
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55
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4
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6
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7885 UPPER 167TH ST W RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
71
6
2
2
2
7
6
0
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0
4
0
4
0
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5
5
0
4
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6
6
7
8
9
7
UPPER 167TH ST W RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
71
7
2
2
2
7
6
0
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4
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6
8
7
9
0
9
UPPER 167TH ST RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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8
2
2
2
7
6
0
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7921 UPPER 167TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
71
9
2
2
2
7
6
0
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4
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7
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5
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4
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0
7
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3
3
UPPER 167TH ST RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
72
0
2
2
2
7
6
0
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4
5
UPPER 167TH ST W RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $ Page 12
20
1
5
S
t
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&
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Date: 10/1/2014
Ci
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$ Revised: 10/14/2014
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SF UNIT ASSESSMENT RATE
FE
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1
2
2
2
7
6
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5
5
0
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4
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6
8
7
9
5
7
UPPER 167TH ST W RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
72
2
2
2
2
7
6
0
0
0
4
1
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& AN
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79
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4
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16
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5
5
0
4
4
7
9
5
4
UPPER 167TH ST W RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
72
3
2
2
2
7
6
0
0
0
4
1
1
0
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M
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79
4
2
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P
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16
7
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L
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MN
5
5
0
4
4
7
9
4
2
UPPER 167TH ST W RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
72
4
2
2
2
7
6
0
0
0
4
1
2
0
CH
R
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S
T
I
N
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79
3
0
UP
P
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R
16
7
T
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ST
W
LA
K
E
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L
L
E
MN
55
0
4
4
7930 UPPER 167TH ST W RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
72
5
2
2
2
7
6
0
0
0
4
1
3
0
WO
L
F
RE
A
L
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T
A
T
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OF
MN
IN
C
16
4
4
0
HO
L
B
R
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AV
E
LA
K
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L
L
E
MN
5
5
0
4
4
7
9
2
6
UPPER 167TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
72
6
2
2
2
7
6
0
0
0
4
1
4
0
JU
D
S
O
N
L & TO
N
I
M MA
N
T
H
E
Y
79
1
2
UP
P
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16
7
T
H
ST
W
LA
K
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V
I
L
L
E
MN
5
5
0
4
4
7
9
1
2
UPPER 167TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
72
7
2
2
2
7
6
0
0
0
4
1
5
0
PR
I
O
R
LA
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LL
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10
4
0
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N
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RO
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42
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BU
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N
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L
L
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MN
5
5
3
3
7
7
8
7
6
UPPER 167TH ST RESIDENTIAL 1 8,116.46 $ 8,116.46 $
72
8
22
2
7
6
0
0
0
4
1
6
0
SU
N
D
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R YI
M
16
9
1
7
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L
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MN
5
5
0
4
4
1
6
9
1
7
GRENADIER AVE RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
72
9
2
2
2
7
6
0
0
0
4
1
7
0
TA
M
I
ST
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16
9
2
7
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L
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MN
5
5
0
4
4
1
6
9
2
7
GRENADIER AVE RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
73
0
2
2
2
7
6
0
0
0
4
1
8
0
B
K
S
PR
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M
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14
9
0
1
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C
H
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DR
BU
R
N
S
V
I
L
L
E
MN
5
5
3
0
6
1
6
9
4
1
GRENADIER AVE RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
73
1
2
2
2
7
6
0
0
0
4
1
9
0
ER
I
C
N & CA
R
O
L
Y
N
J LE
N
T
78
6
10
3
R
D
ST
RO
B
E
R
T
S
WI
5
4
0
2
3
1
6
9
5
5
GRENADIER AVE RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
73
2
2
2
2
7
6
0
0
0
4
2
0
0
BR
U
C
E
A EL
I
A
S
O
N
16
9
7
3
GR
E
N
A
D
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E
R
AV
E
S
LA
K
E
V
I
L
L
E
MN
55
0
4
4
‐90
2
8
16973 GRENADIER AVE S RESIDENTIAL 1 8,116.46 $ 8,116.46 $
73
3
2
2
2
7
6
0
0
0
5
2
0
0
LE
Y
N
A
NG
U
Y
E
N
16
9
7
2
GR
E
N
A
D
I
E
R
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐91
4
9
1
6
9
7
2
GRENADIER AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
73
4
2
2
2
7
6
0
0
0
5
1
9
0
DA
N
I
E
L
& KR
I
S
T
A
R WI
R
T
H
16
9
4
8
GR
E
N
A
D
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E
R
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
1
6
9
4
8
GRENADIER AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
73
5
2
2
2
7
6
0
0
0
5
1
8
0
TO
D
D
HA
R
L
A
N
BO
R
K
A
16
9
2
0
GR
E
N
A
D
I
E
R
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐91
4
9
1
6
9
2
0
GRENADIER AVE RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
73
6
2
2
2
7
6
0
0
0
5
1
7
0
CA
L
L
I
J
E
A
N
L LA
P
O
L
E
16
9
0
0
GR
E
N
A
D
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E
R
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐91
4
9
1
6
9
0
0
GRENADIER AVE S RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
73
7
2
2
2
7
6
0
0
0
5
1
6
0
LA
N
C
E
DI
L
L
O
N
16
8
8
0
GR
E
N
A
D
I
E
R
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
1
6
8
8
0
GRENADIER AVE RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
73
8
2
2
2
7
6
0
0
0
5
1
5
0
AL
A
A JU
D
E
H
16
8
7
5
IN
T
E
R
L
A
C
H
E
N
BL
V
D
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
1
6
8
6
0
GRENADIER AVE RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
73
9
2
2
2
7
6
0
0
0
5
1
4
0
TR
I
TR
U
O
N
G
78
1
6
UP
P
E
R
16
7
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
7
8
1
6
UPPER 167TH ST W RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
74
0
2
2
2
7
6
0
0
0
5
1
3
0
HU
N
G
Q LE
78
0
6
UP
P
E
R
16
7
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
7
8
0
6
UPPER 167TH ST RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
74
1
2
2
2
7
6
0
0
0
5
1
2
0
DA
K
O
T
A
CO
U
N
T
Y
CD
A
12
2
8
TO
W
N
CE
N
T
R
E
DR
EA
G
A
N
MN
55
1
2
3
7800 UPPER 167TH ST W RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
74
2
2
2
2
7
6
0
0
0
5
1
1
0
DA
K
O
T
A
CO
U
N
T
Y
CD
A
12
2
8
TO
W
N
CE
N
T
R
E
DR
EA
G
A
N
MN
5
5
1
2
3
7
7
9
2
UPPER 167TH ST W RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
74
3
2
2
2
7
6
0
0
0
5
1
0
0
ST
E
V
E
N
& AD
R
I
A
M DE
U
T
S
C
H
77
8
2
UP
P
E
R
16
7
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐91
5
9
7
7
8
2
UPPER 167TH ST W RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
74
4
2
2
2
7
6
0
0
0
5
0
9
0
PE
T
E
R
SA
N
D
I
N
77
7
6
UP
P
E
R
16
7
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐91
5
9
7
7
7
6
UPPER 167TH ST RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
74
5
22
2
7
6
0
0
0
5
0
8
0
KA
T
I
E
M & LU
K
E
A VO
L
K
16
8
3
9
GR
E
E
N
L
A
N
D
PA
T
H
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
1
6
8
3
9
GREENLAND PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
74
6
2
2
2
7
6
0
0
0
5
0
7
0
KE
I
T
H
M JO
H
N
S
O
N
16
8
5
5
GR
E
E
N
L
A
N
D
PA
T
H
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
2
7
1
6
8
5
5
GREENLAND PATH RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
74
7
2
2
2
7
6
0
0
0
5
0
6
0
DA
N
I
E
L
PO
C
H
70
2
6T
H
ST
NE
ST
E
W
A
R
T
V
I
L
L
E
MN
5
5
9
7
6
1
6
8
6
1
GREENLAND PATH RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
74
8
2
2
2
7
6
0
0
0
5
0
5
0
CH
A
D
HA
R
R
I
S
O
N
SA
N
D
B
E
R
G
16
8
6
5
GR
E
E
N
L
A
N
D
PA
T
H
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
2
7
1
6
8
6
5
GREENLAND PATH RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
74
9
2
2
2
7
6
0
0
0
5
0
4
0
BE
N
J
A
M
I
N
WE
R
N
I
M
O
N
T
16
8
7
5
GR
E
E
N
L
A
N
D
PA
T
H
LA
K
E
V
I
L
L
E
MN
55
0
4
4
16875 GREENLAND PATH RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
75
0
2
2
2
7
6
0
0
0
5
0
3
0
RE
M
‐ME
T
R
O
SE
R
V
I
C
E
S
IN
C
66
0
0
FR
A
N
C
E
AV
E
S ST
E
50
0
ED
I
N
A
MN
5
5
4
3
5
1
6
9
0
3
GREENLAND PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
75
1
2
2
2
7
6
0
0
0
5
0
2
0
PA
T
R
I
C
K
J & LO
I
S
J HA
L
E
Y
16
9
4
5
GR
E
E
N
L
A
N
D
PA
T
H
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐77
1
8
1
6
9
4
5
GREENLAND PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
75
2
2
2
2
7
6
0
0
0
5
0
1
0
NA
D
Y
I
A
D JA
W
A
H
I
R
16
9
8
9
GR
E
E
N
L
A
N
D
PA
T
H
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐77
1
8
1
6
9
8
9
GREENLAND PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
75
3
2
2
2
7
6
0
0
0
6
2
3
0
RO
B
E
R
T
F & MA
R
Y
T EN
G
S
T
R
O
M
16
9
8
8
GR
E
E
N
L
A
N
D
PA
T
H
LA
K
E
V
I
L
L
E
MN
55
0
4
4
‐77
1
8
16988 GREENLAND PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
75
4
2
2
2
7
6
0
0
0
6
2
2
0
GA
R
Y
DA
V
I
D
BL
E
I
C
H
N
E
R
16
9
6
6
GR
E
E
N
L
A
N
D
PA
T
H
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
1
6
9
6
6
GREENLAND PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
75
5
2
2
2
7
6
0
0
0
6
2
1
0
MA
T
T
H
E
W
T WE
I
G
A
N
D
16
9
3
0
GR
E
E
N
L
A
N
D
PA
T
H
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
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1
8
1
6
9
3
0
GREENLAND PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
75
6
2
2
2
7
6
0
0
0
6
2
0
0
RA
M
O
N
A
S MA
N
K
E
16
8
9
0
GR
E
E
N
L
A
N
D
PA
T
H
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
1
6
8
9
0
GREENLAND PATH RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
75
7
2
2
2
7
6
0
0
0
6
1
9
0
JO
S
E
P
H
R VE
L
N
E
R
16
8
8
6
GR
E
E
N
L
A
N
D
PA
T
H
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
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2
7
1
6
8
8
6
GREENLAND PATH RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
75
8
2
2
2
7
6
0
0
0
6
1
8
0
HA
L
L
I
E
AL
L
E
N
E
SH
I
E
L
D
S
16
8
6
6
GR
E
E
L
A
N
D
PA
T
H
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
1
6
8
6
6
GREENLAND PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
75
9
2
2
2
7
6
0
0
0
6
1
7
0
RI
C
K
G & ST
A
C
Y
A JO
H
N
16
8
5
2
GR
E
E
N
L
A
N
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PA
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H
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
1
6
8
5
2
GREENLAND PATH RESIDENTIAL 1 8,116.46 $ 8,116.46 $
76
0
2
2
2
7
6
0
0
0
6
1
6
0
DO
N
O
V
A
N
J HI
G
G
I
N
S
77
3
2
UP
P
E
R
16
7
T
H
ST
W
LA
K
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I
L
L
E
MN
5
5
0
4
4
7
7
3
2
UPPER 167TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
76
1
2
2
2
7
6
0
0
0
6
1
5
0
NA
I
D
& ED
I
N
A
AH
M
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C
77
0
6
UP
P
E
R
16
7
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐91
5
8
7
7
0
6
UPPER 167TH ST W RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
76
2
22
2
7
6
0
0
0
6
1
4
0
CA
M
E
R
O
N
A & PE
G
G
Y
ED
W
A
R
D
S
77
0
0
UP
P
E
R
16
7
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐91
5
8
7
7
0
0
UPPER 167TH ST W RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
76
3
2
2
2
7
6
0
0
0
6
1
3
0
RO
B
E
R
T
H & NA
N
C
Y
A EL
F
E
R
I
N
G
11
3
5
0
22
5
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H
ST
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐97
7
2
7
6
9
0
UPPER 167TH ST W RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
76
4
2
2
2
7
6
0
0
0
6
1
2
0
HA
Q
U
E
M KA
Z
I
76
8
2
UP
P
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R
16
7
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H
ST
LA
K
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V
I
L
L
E
MN
5
5
0
4
4
‐62
2
2
7
6
8
2
UPPER 167TH ST RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
76
5
2
2
2
7
6
0
0
0
6
1
1
0
CH
A
D
J BE
T
T
E
R
M
A
N
N
76
6
8
UP
P
E
R
16
7
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
2
2
7
6
6
8
UPPER 167TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
76
6
2
2
2
7
6
0
0
0
6
1
0
0
JA
R
E
D
PE
T
E
R
S
O
N
16
8
1
3
GL
E
N
W
O
O
D
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
1
6
8
1
3
GLENWOOD AVE S RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
76
7
2
2
2
7
6
0
0
0
6
0
9
0
JU
L
I
E
A FA
C
T
O
R
16
8
2
1
GL
E
N
W
O
O
D
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
1
6
8
2
1
GLENWOOD AVE RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
76
8
2
2
2
7
6
0
0
0
6
0
8
0
JI
L
L
L GI
B
B
S
16
8
3
9
GL
E
N
W
O
O
D
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐91
5
4
1
6
8
3
9
GLENWOOD AVE RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
76
9
2
2
2
7
6
0
0
0
6
0
7
0
JO
S
E
P
H
GA
D
B
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I
S
16
8
4
9
GL
E
N
W
O
O
D
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐91
5
4
1
6
8
4
9
GLENWOOD AVE RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
77
0
2
2
2
7
6
0
0
0
6
0
6
0
NI
C
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L
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D
16
8
6
5
GL
E
N
W
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LA
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I
L
L
E
MN
5
5
0
4
4
‐91
5
4
1
6
8
6
5
GLENWOOD AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
77
1
2
2
2
7
6
0
0
0
6
0
5
0
J
O
H
N
E & CO
L
L
E
E
N
M CA
R
D
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N
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T
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16
8
8
1
GL
E
N
W
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AV
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LA
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I
L
L
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MN
5
5
0
4
4
‐91
5
4
1
6
8
8
1
GLENWOOD AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
77
2
2
2
2
7
6
0
0
0
6
0
4
0
AA
R
O
N
R & SH
A
N
N
O
N
L BR
O
W
N
16
9
1
5
GL
E
N
W
O
O
D
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LA
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V
I
L
L
E
MN
5
5
0
4
4
1
6
9
1
5
GLENWOOD AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
77
3
2
2
2
7
6
0
0
0
6
0
3
0
JA
M
Y
E
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S
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16
9
5
3
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N
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L
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E
MN
5
5
0
4
4
‐77
1
6
1
6
9
5
3
GLENWOOD AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
77
4
2
2
2
7
6
0
0
0
6
0
2
0
RI
C
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A
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5
5
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1
6
1
6
9
8
1
GLENWOOD AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
77
5
2
2
2
7
6
0
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6
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GLENWOOD AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
77
6
2
2
2
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6
0
0
0
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A
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6
1
6
9
9
8
GLENWOOD AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
77
7
2
2
2
7
6
0
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7
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M
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6
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4
GLENWOOD AVE RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
77
8
2
2
2
7
6
0
0
0
7
2
4
0
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55
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6
16980 GLENWOOD AVE RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
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2
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7
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3
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GLENWOOD AVE RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
78
0
2
2
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GLENWOOD AVE RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $ Page 13
20
1
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Date: 10/1/2014
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2
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GLENWOOD AVE RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
78
2
2
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GLENWOOD AVE RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
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3
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1
6
8
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GLENWOOD AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
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4
2
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7
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1
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1
6
8
6
4
GLENWOOD AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
78
5
2
2
2
7
6
0
0
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7
1
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0
4
4
1
6
8
4
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GLENWOOD AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
78
6
2
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7
6
0
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6
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1
6
GLENWOOD AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
78
7
2
2
2
7
6
0
0
0
7
1
5
0
LO
V
E
L
Y
MA
T
H
E
W
76
4
4
UP
P
E
R
16
7
T
H
ST
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐91
6
7
7
6
4
4
UPPER 167TH ST RESIDENTIAL 1 8,116.46 $ 8,116.46 $
78
8
2
2
2
7
6
0
0
0
7
1
4
0
NO
E
L
& DI
A
N
N
A
SC
H
E
N
K
E
L
76
2
6
UP
P
E
R
16
7
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
7
6
2
6
UPPER 167TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
78
9
2
2
2
7
6
0
0
0
7
1
3
0
AA
R
O
N
J & RI
C
H
E
L
L
E
L BL
O
M
M
E
L
76
0
0
UP
P
E
R
16
7
T
H
ST
LA
K
E
V
I
L
L
E
MN
55
0
4
4
‐91
6
7
7600 UPPER 167TH ST RESIDENTIAL 1 8,116.46 $ 8,116.46 $
79
0
2
2
2
7
6
0
0
0
7
1
2
0
RO
B
E
R
T
L DI
C
U
S
PO
BO
X
12
6
1
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
7
5
7
6
UPPER 167TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
79
1
2
2
2
7
6
0
0
0
7
1
1
0
TU
A
N
VU
75
6
0
UP
P
E
R
16
7
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐91
6
6
7
5
6
0
UPPER 167TH ST W RESIDENTIAL 1 8,116.46 $ 8,116.46 $
79
2
2
2
2
7
6
0
0
0
7
1
0
0
AN
D
R
E
W
PE
T
R
E
E
16
8
1
1
GL
E
N
C
O
E
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
1
6
8
1
1
GLENCOE AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
79
3
2
2
2
7
6
0
0
0
7
0
9
0
GL
E
N
N
NE
W
G
A
A
R
D
16
8
1
5
GL
E
N
C
O
E
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
1
6
8
1
5
GLENCOE AVE RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
79
4
2
2
2
7
6
0
0
0
7
0
8
0
PA
U
L
D BR
A
N
D
T
16
8
2
1
GL
E
N
C
O
E
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
1
6
8
2
1
GLENCOE AVE RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
79
5
2
2
2
7
6
0
0
0
7
0
7
0
ST
E
V
E
N
BR
A
D
L
E
Y
RO
L
16
8
3
1
GL
E
N
C
O
E
CR
T
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
3
7
1
6
8
3
1
GLENCOE CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
79
6
2
2
2
7
6
0
0
0
7
0
6
0
NI
C
H
O
L
A
S
F GO
B
L
I
R
S
C
H
16
8
3
9
GL
E
N
C
O
E
CT
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
3
7
1
6
8
3
9
GLENCOE CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
79
7
2
2
2
7
6
0
0
0
7
0
5
0
KE
I
T
H
A CH
R
I
S
T
E
N
S
E
N
16
8
4
5
GL
E
N
C
O
E
CT
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
3
7
1
6
8
4
5
GLENCOE CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
79
8
2
2
2
7
6
0
0
0
7
0
4
0
MA
R
I
V
I
C
M MA
R
A
N
O
N
16
8
5
9
GL
E
N
C
O
E
CT
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
1
6
8
5
9
GLENCOE CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
79
9
2
2
2
7
6
0
0
0
7
0
3
0
DA
V
I
D
M & DE
N
I
S
E
A PE
L
T
I
E
R
16
9
1
1
GL
E
N
C
O
E
CT
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐90
3
7
1
6
9
1
1
GLENCOE CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
80
0
2
2
2
7
6
0
0
0
7
0
2
0
VI
C
T
O
R
M FL
O
R
E
S
16
9
3
3
GL
E
N
C
O
E
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐91
7
0
1
6
9
3
3
GLENCOE AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
80
1
2
2
2
7
6
0
0
0
8
0
2
1
J
A
Y
L & GR
A
C
E
L NE
U
E
N
S
C
H
W
A
N
D
E
R
16
9
8
4
GL
E
N
C
O
E
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐77
1
4
1
6
9
8
4
GLENCOE AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
80
2
2
2
2
7
6
0
0
0
8
0
4
1
M
I
C
H
A
E
L
L & SH
A
R
O
N
L MO
E
L
L
E
R
16
9
5
4
GL
E
N
C
O
E
AV
E
LA
K
E
V
I
L
L
E
MN
55
0
4
4
‐77
1
4
16954 GLENCOE AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
80
3
2
2
2
7
6
0
0
0
8
0
5
0
JA
S
O
N
SC
H
I
M
E
K
16
9
4
0
GL
E
N
C
O
E
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
1
6
9
4
0
GLENCOE AVE RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
80
4
2
2
2
7
6
0
0
0
8
0
6
0
M
I
C
H
A
E
L
G & LY
N
E
T
T
E
AN
D
E
R
S
O
N
16
9
2
8
GL
E
N
C
O
E
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐77
1
4
1
6
9
2
8
GLENCOE AVE RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
80
5
2
2
2
7
6
0
0
0
8
0
7
0
SH
A
Y
L
A
HE
R
I
N
G
16
9
1
4
GL
E
N
C
O
E
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐81
8
8
1
6
9
1
4
GLENCOE AVE RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
80
6
2
2
2
7
6
0
0
0
8
0
8
0
CH
R
I
S
T
I
N
E
LE
S
C
H
16
9
0
0
GL
E
N
C
O
E
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
1
6
9
0
0
GLENCOE AVE RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
80
7
2
2
2
7
6
0
0
0
8
0
9
0
DA
K
O
T
A
CO
U
N
T
Y
CD
A
12
2
8
TO
W
N
CE
N
T
R
E
DR
EA
G
A
N
MN
55
1
2
3
16884 GLENCOE AVE RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
80
8
2
2
2
7
6
0
0
0
8
1
0
0
DA
K
O
T
A
CO
U
N
T
Y
CD
A
12
2
8
TO
W
N
CE
N
T
R
E
DR
EA
G
A
N
MN
5
5
1
2
3
1
6
8
7
0
GLENCOE AVE RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
80
9
2
2
2
7
6
0
0
0
8
1
1
0
BE
N
J
A
M
I
N
E
FA
R
M
E
R
16
8
5
6
GL
E
N
C
O
E
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
1
6
8
5
6
GLENCOE AVE RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
81
0
2
2
2
7
6
0
0
0
8
1
2
0
MI
C
H
A
E
L
J & JI
L
L
M TR
U
T
W
I
N
16
8
4
2
GL
E
N
C
O
E
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐91
5
5
1
6
8
4
2
GLENCOE AVE RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
81
1
2
2
2
7
6
0
0
0
8
1
3
0
WI
L
L
I
A
M
A & MA
V
I
S
MI
L
L
E
R
16
8
2
8
GL
E
N
C
O
E
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐91
5
5
16828 GLENCOE AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
81
2
2
2
2
7
6
0
0
0
8
1
4
0
LE
HU
U
PH
U
O
C
16
8
1
4
GL
E
N
C
O
E
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐91
5
5
1
6
8
1
4
GLENCOE AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
81
3
2
2
2
7
6
0
0
0
8
1
5
0
SA
N
D
Y
S AN
D
E
R
S
O
N
16
8
0
0
GL
E
N
C
O
E
AV
E
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐91
5
5
1
6
8
0
0
GLENCOE AVE RESIDENTIAL 1 8,116.46 $ 8,116.46 $
81
4
2
2
2
7
6
0
0
0
8
1
6
0
BI
L
L
I
E
BE
C
K
E
R
75
2
0
UP
P
E
R
16
7
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
7
5
2
0
UPPER 167TH ST W RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
81
5
2
2
2
7
6
0
0
0
8
1
7
0
PE
D
R
O
J & JA
N
E
T
MA
R
T
I
N
E
Z
75
1
4
UP
P
E
R
16
7
T
H
ST
W
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
7
5
1
4
UPPER 167TH ST W RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
81
6
2
2
2
7
6
0
0
0
8
1
8
0
DA
K
O
T
A
CO
U
N
T
Y
CD
A
12
2
8
TO
W
N
CE
N
T
R
E
DR
EA
G
A
N
MN
5
5
1
2
3
7
5
1
0
UPPER 167TH ST W RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
81
7
2
2
2
7
6
0
0
0
8
1
9
0
DA
K
O
T
A
CO
U
N
T
Y
CD
A
12
2
8
TO
W
N
CE
N
T
R
E
DR
EA
G
A
N
MN
5
5
1
2
3
UPPER 167TH ST W RESIDENTIAL 0.5 8,116.46 $ 4,058.23 $
81
8
2
2
2
7
6
0
0
0
0
0
1
0
CI
T
Y
OF
LA
K
E
V
I
L
L
E
PO
BO
X
95
7
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐09
5
7
7
7
4
3
UPPER 167TH ST W PARK 1 8,116.46 $ 8,116.46 $
81
9
2
2
3
2
9
0
2
0
1
1
3
0
LO
R
I
GA
I
L
BE
N
D
A
16
3
3
1
HE
A
T
H
CT
LA
K
E
V
I
L
L
E
MN
55
0
4
4
‐62
5
3
16331 HEATH CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
82
0
2
2
3
2
9
0
2
0
1
1
2
0
R
A
N
D
A
L
J & TA
M
M
Y
A BA
R
N
H
A
R
T
16
3
2
1
HE
A
T
H
CT
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
5
3
1
6
3
2
1
HEATH CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
82
1
2
2
3
2
9
0
2
0
1
1
1
0
PH
Y
L
L
I
S
A & RO
G
E
R
A PO
R
K
O
R
N
Y
16
2
9
9
HE
A
T
H
CT
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
5
3
1
6
2
9
9
HEATH CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
82
2
2
2
3
2
9
0
2
0
1
1
0
0
TE
R
E
S
A
M GU
E
M
M
E
R
16
2
8
1
HE
A
T
H
CT
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
5
3
1
6
2
8
1
HEATH CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
82
3
2
2
3
2
9
0
2
0
1
0
9
0
LA
R
R
Y
G TH
O
M
P
S
O
N
16
2
6
1
HE
A
T
H
CT
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
5
3
16261 HEATH CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
82
4
2
2
3
2
9
0
2
0
1
0
8
0
JO
S
E
P
H
S & SH
E
R
R
Y
L BE
N
D
A
16
2
7
0
HE
A
T
H
CT
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
5
3
1
6
2
7
0
HEATH CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
82
5
2
2
3
2
9
0
2
0
1
0
7
0
EU
G
E
N
E
F TR
E
M
L
16
2
8
0
HE
A
T
H
CT
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
5
3
1
6
2
8
0
HEATH CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
82
6
2
2
3
2
9
0
2
0
1
0
6
0
RO
B
E
R
T
W & AM
Y
E MA
N
D
E
L
L
16
3
0
0
HE
A
T
H
CT
LA
K
E
V
I
L
L
E
MN
5
5
0
4
4
‐62
5
3
1
6
3
0
0
HEATH CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
82
7
2
2
3
2
9
0
2
0
1
0
5
0
MI
T
C
H
E
L
L
E & RE
N
E
E
K JO
H
N
S
O
N
16
3
2
0
HE
A
T
H
CT
LA
K
E
V
I
L
L
E
MN
55
0
4
4
‐62
5
3
16320 HEATH CT RESIDENTIAL 1 8,116.46 $ 8,116.46 $
82
8
2
2
3
2
9
0
2
0
1
0
4
0
ST
E
V
E
N
S & LI
N
D
A
C FE
N
L
O
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Feasibility Report
2015 Street Reconstruction Project
City Project No. 15-02
City of Lakeville, MN
WSB Project No. 2109-491
APPENDIX D
2015 Geotechnical Report – Log of Test Borings
Table of Contents
Description Page
A. Introduction......................................................................................................................................1
A.1. Project Description..............................................................................................................1
A.2. Purpose................................................................................................................................1
A.3. Background Information and Reference Documents..........................................................1
A.4. Project Area Conditions.......................................................................................................1
A.5. Scope of Services.................................................................................................................2
B. Results..............................................................................................................................................3
B.1. Exploration Logs..................................................................................................................3
B.1.a. Log of Boring Sheets...............................................................................................3
B.1.b. Geologic Origins .....................................................................................................3
B.2. Geologic Profile...................................................................................................................3
B.2.a. Geologic Materials .................................................................................................3
B.2.b. Groundwater..........................................................................................................6
B.3. Laboratory Test Results.......................................................................................................7
C. Basis for Recommendations.............................................................................................................8
C.1. Design Details......................................................................................................................8
C.1.a. Traffic Loads...........................................................................................................8
C.1.b. Anticipated Grade Changes....................................................................................9
C.1.c. Utility Depths..........................................................................................................9
C.1.d. Precautions Regarding Changed Information........................................................9
C.2. Design and Construction Considerations............................................................................9
C.2.a. Pavement Reclamation..........................................................................................9
C.2.b. Pavements and Drainage .....................................................................................10
C.2.c. Utilities.................................................................................................................10
C.3. Pavements.........................................................................................................................10
C.3.a. Subgrade Preparation and Proof-Rolls.................................................................10
C.3.b. Pavement Reclamation........................................................................................11
C.3.c. Backfill and Material Compaction........................................................................11
C.3.d. Design Sections (Local/Residential Streets).........................................................12
C.3.e. Design Sections (Collector Streets)......................................................................13
C.3.f. Materials and Compaction...................................................................................13
C.4. Utilities ..............................................................................................................................14
C.4.a. Subgrades.............................................................................................................14
C.4.b. Excavation Side Slopes.........................................................................................14
C.4.c. Selection, Placement and Compaction of Backfill................................................15
C.4.d. Excavation Dewatering.........................................................................................15
C.4.e. Corrosion Potential ..............................................................................................15
Table of Contents (continued)
Description Page
C.5. Construction Quality Control ............................................................................................15
C.5.a. Excavation Observations......................................................................................15
C.5.b. Materials Testing..................................................................................................16
C.5.c. Pavement Subgrade Proof-Roll............................................................................16
C.5.d. Cold Weather Precautions ...................................................................................16
D. Procedures......................................................................................................................................16
D.1. Penetration Test Borings...................................................................................................16
D.2. Material Classification and Testing ...................................................................................17
D.2.a. Visual and Manual Classification..........................................................................17
D.2.b. Laboratory Testing ...............................................................................................17
D.3. Groundwater Measurements............................................................................................17
E. Qualifications..................................................................................................................................17
E.1. Variations in Subsurface Conditions..................................................................................17
E.1.a. Material Strata .....................................................................................................17
E.1.b. Groundwater Levels.............................................................................................18
E.2. Continuity of Professional Responsibility..........................................................................18
E.2.a. Plan Review..........................................................................................................18
E.2.b. Construction Observations and Testing...............................................................18
E.3. Use of Report.....................................................................................................................18
E.4. Standard of Care................................................................................................................18
Appendix
Boring Location Sketch
Log of Boring Sheets - (2015) ST-1 through (2015) ST-44
Descriptive Terminology
A. Introduction
A.1. Project Description
This Geotechnical Evaluation Report addresses the proposed 2015 Street Improvement Project in
Lakeville, Minnesota. Total length of street reconstruction proposed for the project is 47,500 linear feet.
The scope of the 2015 project will include full-depth reclamation of the streets, including about 13,900
linear feet of water main replacement. New curb and gutter and storm sewer improvements are also
part of the proposed work.
The approximate location of the project streets can be seen on the Boring Location Sketch in the
attached Appendix.
A.2. Purpose
The purpose of this geotechnical evaluation was to characterize subsurface geologic conditions at
selected exploration locations and provide geotechnical recommendations for the design and
construction of the Lakeville 2015 Street Improvement Project.
A.3. Background Information and Reference Documents
To facilitate our evaluation, we were provided with or reviewed the following information or documents:
A base map of the project area provided by WSB & Associates, Inc.
Geologic Atlas of Dakota County available from the Minnesota Geological Survey.
A.4. Project Area Conditions
Based on our referenced documents and past experience in the project area, the site is underlain
primarily with thin till soils of the Des Moines lobe, with pockets of sandy glacial outwash and swaths of
organic deposits. Topography is rolling according to boring location information, with the lowest
elevations near Foxborough Park area and changes of up to 100 feet within the project area.
City of Lakeville
Project B14-04463
October 6, 2014
Page 2
The streets in the 2015 Street Improvement Project are local/residential streets with urban cross-
sections with the exception of collector streets Griffon Trail and Harmony Path. MnDOT traffic counts
(from 2011) for the collector streets indicate average annual daily traffic (AADT) counts of 1,900 and 820
for Griffon Trail and Harmony Path, respectively.
A.5. Scope of Services
Our scope of services for this project was originally submitted as a Proposal to Mr. Chris Petree of the
City of Lakeville, for which we received authorization to proceed on July 2, 2014. Tasks performed in
accordance with our authorized scope of services included:
Clearing exploration locations of underground utilities.
Performing penetration test borings (labeled ST-1 through ST-44) to between 5 and 10 feet
below the existing street surfaces for the 2015 project.
Obtaining bulk samples of the geologic materials encountered at probable utility elevations
in order to obtain material for corrosivity testing, and performing laboratory tests on these
samples.
Performing laboratory moisture content tests and mechanical analyses (#200 sieve only) on
selected penetration test samples.
Preparing this report containing a CAD sketch, exploration logs, a summary of the geologic
materials encountered, results of laboratory tests, and recommendations for subgrade
preparation, pavement reclamation, pavement thickness design and utility placement.
Our proposal also included 2016 project work with a scope similar to that described above. Our report
for that work is provided under separate cover.
Exploration locations and surface elevations were staked and surveyed by WSB & Associates, Inc.
Our scope of services was performed under the terms of our September 1, 2013, General Conditions.
City of Lakeville
Project B14-04463
October 6, 2014
Page 3
B. Results
B.1. Exploration Logs
B.1.a. Log of Boring Sheets
Log of Boring sheets for our penetration test borings are included in the Appendix. The logs identify and
describe the geologic materials that were penetrated, and present the results of penetration resistance
tests, laboratory tests performed on penetration test samples retrieved from them and groundwater
measurements.
Strata boundaries were inferred from changes in the penetration test samples and the auger cuttings.
Because sampling was not performed continuously, the strata boundary depths are only approximate.
The boundary depths likely vary away from the boring locations, and the boundaries themselves may
also occur as gradual rather than abrupt transitions.
B.1.b. Geologic Origins
Geologic origins assigned to the materials shown on the logs and referenced within this report were
based on: (1) a review of the background information and reference documents cited above, (2) visual
classification of the various geologic material samples retrieved during the course of our subsurface
exploration, (3) penetration resistance testing performed for the project, (4) laboratory test results and
(5) available common knowledge of the geologic processes and environments that have impacted the
site and surrounding area in the past.
B.2. Geologic Profile
B.2.a. Geologic Materials
The general geologic profile at the site, proceeding down from the roadway surface, consists of the
following bituminous pavement; aggregate base; various fill soils; and principally glacial till native soils,
with pockets of sandy glacial outwash and various alluvial soils. Thicknesses of pavement materials and
the classifications of underlying soils are presented in Table 1.
City of Lakeville
Project B14-04463
October 6, 2014
Page 4
Table 1. Pavement Thickness and Subgrade Soil Type Summary
Boring
Pavement Thicknesses
(in.)
Subsurface Soil Classification(s)Bituminous Aggregate Base
ST-1 3 6 1/2 SC, SM, SP-SM
ST-2 4 1/2 4 1/2 SM, SC-SM, SP-SM
ST-3 3 1/2 7 SC
ST-4 4 1/2 16 1/2 SC
ST-5 3 *SM, SC, Sandy CL
ST-6 9 8 Sandy CL, SP-SM
ST-7 4 1/2 17 SC, CL w/Sand
ST-8 7 11 Sandy CL
ST-9 9 1/2 9 1/2 Sandy CL
ST-10 4 1/2 5 1/2 Sandy CL, SC
ST-11 4 1/2 6 SP-SM, Sandy CL
ST-12 4 26 Sandy CL, SC, Sandy ML
ST-13 4 1/2 9 SP, SC, Sandy CL, SM
ST-14 4 1/2 5 1/2 SP-SM, SC, Sandy ML, CL w/Sand
ST-15 4 1/2 2 SM, Sandy CL
ST-16 4 7 SP-SM, Sandy CL
ST-17 3 1/2 6 SP-SM, Sandy CL, SC
ST-18 5 1/2 5 1/2 SP-SM, CL w/Sand
ST-19 4 1/2 7 Sandy CL, Sandy ML
ST-20 3 1/2 14 1/2 SM
ST-21 4 1/2 6 1/2 SC, SM
ST-22 4 1/2 9 SC
ST-23 3 1/2 6 SM/SC mix
ST-24 5 11 1/2 SM, Sandy CL
ST-25 4 6 1/2 SP-SM, SC
ST-26 5 10 SP-SM, SC
ST-27 4 1/2 5 1/2 SP-SM, Sandy CL
ST-28 5 1/2 5 1/2 SM, Sandy CL
ST-29 3 5 SM, Sandy CL
ST-30 4 1/2 6 1/2 SM, Sandy CL
ST-31 3 9 SM, Sandy CL
ST-32 10 1/2 4 Sandy CL
ST-33 6 1/2 8 Sandy CL
ST-34 4 1/2 17 1/2 Sandy CL
ST-35 4 1/2 5 Sandy CL
ST-36 7 1/2 10 Sandy CL
ST-37 5 1/2 16 1/2 Sandy CL
ST-38 5 5 1/2 SP-SM, Sandy CL
ST-39 5 5 1/2 SM, SC, Sandy CL
City of Lakeville
Project B14-04463
October 6, 2014
Page 5
Boring
Pavement Thicknesses
(in.)
Subsurface Soil Classification(s)Bituminous Aggregate Base
ST-40 3 1/2 5 1/2 SM
ST-41 4 2 SM, SC
ST-42 5 5 SM, Sandy CL
ST-43 5 1/2 4 Sandy CL, Sandy CL w/SP
ST-44 4 1/2 5 SC
*A distinct aggregate base layer was either not noted by the drillers or was noted as being difficult to distinguish from underlying
materials.
The “aggregate base” was identified by the drillers in the field. The base materials were sometimes
similar to subbase materials, such as in Boring ST-5, and difficult to visually distinguish from underlying
granular soils. There also may be locations where silty sand fills, occasionally with gravel, and aggregate
base materials were similar in color and composition and were classified as single, relatively thick
aggregate base layers.
Please also note the term “aggregate base” does not imply conformance of the materials to a particular
gradation or specification.
Pavement thicknesses from Table 1 are further summarized in Table 2. We have provided a summary of
the average, minimum and maximum for the overall area and separate summaries for the collector
routes.
Table 2. Pavement Thickness Summary
Project Area
Average Pavement Thicknesses
(in.)Minimum
Total Thickness
(inches)
Maximum
Total Thickness
(inches)Bituminous Aggregate
Base Total
2015 All 4.9 8.1 13.0 6 30
Griffon Trail
(3 borings)4.8 7.8 12.7 11 13.5
Harmony
Path
(2 borings)
4.5 6.3 10.8 10.5 11
The fill soils (or possible fill soils) encountered directly beneath pavement layers were primarily a mix of
non-granular and granular soils including poorly graded sand, poorly graded sand with silt, silty sand,
clayey sand, sandy lean clay.
City of Lakeville
Project B14-04463
October 6, 2014
Page 6
In several borings (ST-6, 8, 9; ST-32 though ST-37; ST-44), what appeared to be native clayey soils (glacial
till or alluvium) were encountered directly beneath the observed pavement sections. These locations
tended to have relatively thick bituminous and/or aggregate base sections, averaging 6.9 and 9.5 inches,
respectively.
Penetration resistance data is summarized in Table 3, with comments to qualify the significance of
penetration test results.
Table 3. Penetration Resistance Data
Geologic Material
Soil Classification(s)
Represented
Range of
Penetration
Resistances
(BPF)*Comments
Fill (granular soils)SP, SP-SM 11 to 39 Moderate compaction
Fill (non-granular soils) SC, Sandy CL, mixed 3 to 16 Highly variable and occasionally
poorly compacted
Alluvial Soils (granular)SM 2 to 12 Very loose to medium dense
Alluvial Soils (non-granular)CL-ML; CL w/sand;
ML w/sand 3 to 21 Soft to very stiff
Glacial Outwash (granular) SP-SM 10 to 13 Loose to medium dense
Glacial Till SC; Sandy CL; CL
w/sand;3 to 20 Soft to very stiff; generally medium
*BPF – blows per foot.
B.2.b. Groundwater
Groundwater was observed in two borings (ST-6 and ST-13) during our field evaluation. It appears in ST-6
that groundwater may have been perched in the relatively permeable sand layer encountered between
7 1/2 (elevation 970 1/2) and 12 feet deep in this boring. The water observed in ST-13 was also in a
granular layer, beginning at 9 feet (elevation 954 1/2).
Based on the moisture contents of the geologic materials encountered, it appears that groundwater was
below the depths explored in other cases, although wet soils were encountered locally and it is possible
the borings were not open long enough to allow water to seep into boreholes and rise to its true
hydrostatic level. Piezometers or monitoring wells would be required to monitor water levels long term.
Seasonal and annual fluctuations of groundwater should also be anticipated.
City of Lakeville
Project B14-04463
October 6, 2014
Page 7
B.3. Laboratory Test Results
The glacial till and clayey fill soils had moisture contents ranging from approximately 7 to 30 percent and
generally around 15 percent, indicating the soils to be near to above their optimum moisture contents
for compaction. Soils identified as predominantly silty contained between 19 and 22 percent moisture by
weight,
Our mechanical analyses indicated the glacial till soils contained between 57 and 64 percent silt and clay
by weight, which classifies them as sandy lean clay. A thin layer of glacial till tested in Boring ST-12
(7 1/2 feet) contained 84 percent silt and clay by weight, classifying it as silt with sand.
An Atterberg limits test performed on the alluvial soil at 7 1/2 depth in Boring ST-14 had a liquid limit of
34 and a plasticity index of 11, classifying it as a lean clay (with sand).
We also tested for potentially corrosive soils at water main pipe elevations as shown in Table 4.
Table 4. Laboratory Corrosivity Test Results
Location
Sample
Depth
(ft) Classification
Resistivity
(ohm-cm) pH
Redox
Potential
(mV) Sulfides
Moisture
Condition**
ST-3 6-10 Clayey sand (SC) 900 7.0 134 None WET
ST-4 6-10 Clayey sand (SC) 930 7.4 133 None MOIST
ST-5 7-10 Sandy lean clay
(CL)1,400 7.5 123 None MOIST
ST-7 5-10 Lean clay with sand
(CL)820 7.6 116 None MOIST
ST-8 5-9 Lean clay with sand
(CL)810 8.1 110 None MOIST
ST-9 6-10 Lean clay with sand
(CL)870 7.8 114 None MOIST
ST-10 5-9
Clayey sand
(SC)/sandy lean
clay (CL)
1,300 8.1 94 None MOIST
ST-11 5-10 Sandy lean clay
(CL)1,400 7.8 100 None MOIST
ST-12 5-10
Sandy lean clay
(CL) and sandy silt
(ML)
1,750 7.8 97 None WET
ST-14 5-9
Sandy silt (ML) and
lean clay with sand
(CL)
710 8.8 90 None WET
City of Lakeville
Project B14-04463
October 6, 2014
Page 8
Location
Sample
Depth
(ft) Classification
Resistivity
(ohm-cm) pH
Redox
Potential
(mV) Sulfides
Moisture
Condition**
ST-15 5-9 Sandy lean clay
(CL)1,600 8.0 100 None MOIST
ST-16 5-10 Sandy lean clay
(CL)1,600 8.0 94 None MOIST
ST-17 5-10 Sandy lean clay
(CL)1,100 7.3 143 None MOIST
ST-18 5-9 Lean clay with sand
(CL)1,950 8.4 126 None MOIST
ST-19 5-9 Sandy lean clay
(CL)1,850 7.8 126 None MOIST
*Not measured.
**Based on visual observation and laboratory measurements. “Moist” is considered a default soil condition (representing fair
drainage).
For the majority of samples, the corrosivity tests result in a score of 10 points or greater per ANSI/AWWA
C105/A21.5 system, meaning the soils are considered corrosive to ductile iron pipe (DIP).
Exceptions were the samples tested in ST-15, 16, 18 and 19, which are generally located in the northwest
portion of the 2015 project area. ST-15 and ST-16 have very low resistivity values, implying a high risk of
potential corrosivity to DIP. Resistivity values measured for ST-18 and ST-19 are indicative of a somewhat
lower risk of DIP corrosion (6 points on the 10-point ANSI scale). It should be stressed that samples
nearby these exceptions, including ST-14 and ST-17, are considered corrosive to DIP by the ANSI point
system.
C. Basis for Recommendations
C.1. Design Details
C.1.a. Traffic Loads
The majority of streets of the 2015 Street Improvement Project are residential and no traffic count data
is available. We assume that these streets will experience a maximum of 50,000 Equivalent Single Axle
Loads (ESALs) over a 20-year design period.
City of Lakeville
Project B14-04463
October 6, 2014
Page 9
Traffic on the collector streets is 1,900 and 820 for Griffon Trail and Harmony Path, respectively. Using
the State Aid ESAL Traffic Forecast Calculator - 04/07/2014, we have estimated these roadways will
experience the following ESALs over a 20-year design period:
Griffon Trail: 220,000
Harmony Path: 140,000
C.1.b. Anticipated Grade Changes
Based on the nature of construction, we anticipate grade changes will be minimal.
C.1.c. Utility Depths
Design utility depths were not provided. Based on the maximum requested boring depths, we assume
the water main will generally be less than 10 feet below grade. We assume storm sewer improvements
will be approximately 5 feet below grade.
C.1.d. Precautions Regarding Changed Information
We have attempted to describe our understanding of the proposed construction to the extent it was
reported to us by others. Depending on the extent of available information, assumptions may have been
made based on our experience with similar projects. If we have not correctly recorded or interpreted the
project details, we should be notified. New or changed information could require additional evaluation,
analyses and/or recommendations.
C.2. Design and Construction Considerations
C.2.a. Pavement Reclamation
The City of Lakeville is proposing full-depth reclamation (FDR) of the evaluated streets. Our borings
encountered a bituminous layer averaging approximately 5 inches and an aggregate base layer averaging
slightly over 8 inches. In a limited number of cases the layer identified as aggregate base could not be
distinguished from the underlying soils, though the soils underlying the pavement in such cases were
granular.
Based on the measurements of the borings, it is our opinion that FDR can be performed to depths
between 8 and 10 inches in order to provide recycled aggregate for pavement base materials. This will
nonetheless require adjustments to be made in field, including sieve analyses and other quality control
measures.
City of Lakeville
Project B14-04463
October 6, 2014
Page 10
We also suggest the contractor assume a contingency for importing clean, crushed rock that can be
blended with the reclaimed material to improve the uniformity of the resulting gradation if it appears
that the mix is sandy or excessively fine due to the gradation of the existing aggregate base, penetration
of sandy subgrades and subbase layers or similar factors.
C.2.b. Pavements and Drainage
It appears that the pavement subgrades will generally consist of silty sand or mixed clayey soils (fill). In
some locations, including ST-6, 8, 9, ST-32 though ST-37 and ST-44, native clayey soils may be
encountered directly beneath the roadways. We anticipate the majority of the subgrade soils present
beneath the existing roads will generally be suitable for pavement support in their current condition. The
native clays may require additional work, such as drying or moisture conditioning, if wet or allowed to
become wet as part of excavation.
We recommend placing drain tile about catch basins and at low points behind curb in order to facilitate
drainage of the pavement system. The drain tile should be trenched at least 8 inches below the
aggregate base (or subbase), wrapped in filter fabric and backfilled with highly permeable aggregate.
C.2.c. Utilities
The reuse of the utility trench backfill soils will have potential impacts on the pavement subgrades. If the
backfill is not properly compacted, there is the potential for subgrade instability and settlement (and
premature deterioration) of the pavement surface. We anticipate that most of the trench soils in area
requiring utility repair or replacement will consist of clayey glacial till. Depending on the conditions at the
time of excavation, watering or drying (moisture conditioning) of the soils may be necessary to achieve
the levels of compaction recommended.
This is particularly true in areas where we noted wet conditions and silt soils; see Section C.4.a for a more
detailed list. Clayey and particularly silt-rich trench soils that are exposed to moisture will be more
susceptible to strength loss and may also become unstable, which will require moisture conditioning or
removal and replacement with suitable soils.
C.3. Pavements
C.3.a. Subgrade Preparation and Proof-Rolls
For preparation of any exposed subgrades prior to placement of new pavement sections or reclaimed
aggregate (see below), we recommend the subgrade soils be proofrolled with a loaded tandem-axle truck
and observed by a geotechnical engineer and City personnel. This will assist in identifying any soft or
City of Lakeville
Project B14-04463
October 6, 2014
Page 11
weak areas that will require additional soil correction work. Areas that yield or rut more than 2 inches
due to wheel traffic should be corrected. Failed areas should be compacted, or if too wet, we
recommend that the upper 2 feet of the resulting subgrade be scarified, dried to a moisture content not
more than 1 percentage point above optimum, and compacted to a minimum of 100 percent of its
standard Proctor maximum dry density (ASTM D 698).
If there are areas that still cannot be compacted, we recommend the unstable materials be subexcavated
to a minimum depth of 1 to 2 feet (depending on the replacement material) and be replaced with
suitable materials and compacted as specified for the fill. Depending on the depth of subcut and
underlying material, suitable subcut backfill material may consist of MnDOT Select Granular Borrow,
aggregate base or larger diameter crushed aggregate (“3-inch minus”). We should be consulted
regarding subcut depths and backfill material.
C.3.b. Pavement Reclamation
We recommend a new pavement section consisting of 3 1/2 or 4 inches of bituminous pavement over 6
inches of aggregate base over 24 inches of granular subbase across most of the project area as discussed
below. We recommend performing FDR to the recommended 8 to 10 inches, windrowing or stockpiling
the materials and removing additional subbase, subgrade or aggregate base material as necessary to
install the recommended materials and obtain grades.
The reclaimed material may require multiple passes with the reclaimer, or blending of the stockpiled
materials to achieve acceptable uniformity and quality.
We recommend proofrolling the reclaimed layer following compaction to check for general stability and
to identify areas that may need further removal and replacement.
C.3.c. Backfill and Material Compaction
We recommend compacting soils used as backfill for subcuts or material replacement be compacted to a
minimum of 100 percent of standard Proctor density within 3 feet of the top of the subgrade. For fills
more than 3 feet below final subgrades, 95 percent compaction is sufficient. The moisture content of the
fill and backfill should be as shown in the table below depending on the classification of the backfill soils.
Our compaction requirements are summarized in Table 5.
City of Lakeville
Project B14-04463
October 6, 2014
Page 12
Table 5. Compaction Recommendations Summary
Reference
Relative Compaction, percent
(ASTM D 698 – Standard Proctor)
Moisture Content Variance from
Optimum, percentage Points
Below pavements, within 3 feet of
subgrade elevations 100 -3/+3 (sandy soils)
-2/+1 (clayey soils)
Below pavements, more than 3 feet
below subgrade elevations
Below utilities
95 -3/+3 (sandy soils)
-2/+3 (clayey soils)
C.3.d. Design Sections (Local/Residential Streets)
Laboratory tests to determine an R-value for pavement design were not included in the scope of this
project. Given the prevailing subgrade soil types in the upper portions of the street sections, we
recommend using an R-value of 20 for pavement thickness design.
Also as a result of these soil types, we recommend, per City standards, subcutting at least the upper 24
inches of soils in order to place a subbase consisting of relatively clean granular materials (MnDOT Select
Granular Borrow – Modified to 8 percent or less passing the #200 sieve).
Based upon the assumed traffic loads and R-values, we recommend new pavement sections for the
residential streets per Table 6.
Table 6. Recommended Bituminous Pavement Thickness Design for Residential Streets
Layer
Thickness
(in.)MnDOT Specification/Designation
Bituminous Wear 1 1/2 (1 lift)SPWEB240C
Bituminous Non-wear 2 (1 lift)SPNWB230C
Reclaimed Aggregate Base 6 3138
Select Granular (Modified) Subbase 24 3149.2B2 (modified per City standards)
The above pavement designs are based upon a 20-year performance life. This is the amount of time
before major reconstruction is anticipated. This performance life assumes maintenance such as seal
coating and crack sealing is routinely performed. The actual pavement life will vary depending on
variations in weather, traffic conditions and maintenance.
City of Lakeville
Project B14-04463
October 6, 2014
Page 13
We understand the following alternative to the standard residential pavement section has been
proposed:
3 1/2 inches bituminous
8 inches aggregate base (reclaim)
18 inches Select Granular subbase
Although the above section contains slightly less structure (by the MnDOT GE method) than the City
standard shown in Table 6, it is still considered adequate for the assumed R-value of 20 and 20-year ESAL
count of 50,000.
Please note that the slight reduction in overall pavement thickness, which requires a reduction of the
thickness of non-frost susceptible materials (Select Granular subbase), may result in an increase in
pavement surface damage due to the effects frost heave. However, additional damage as a result of this
change is not likely to be significant given the proposed section depth of 29 1/2 inches.
C.3.e. Design Sections (Collector Streets)
The City standard section (4 inches bituminous pavement; 6 inches aggregate base; 24 inches Select
Granular subbase) appears to be adequate for the calculated traffic on Griffon Trail and Harmony Path
assuming the same R-value of 20. Please see Table 7. These designs are also based on a 20-year
pavement life as described above.
Table 7. Recommended Bituminous Pavement Thickness Design (Collector Streets)
Layer
Thickness
(in.)MnDOT Specification/Designation
Bituminous Wear 2 (1 lift)SPWEB340C
Bituminous Non-wear 2 (1 lift)SPNWB330C
Reclaimed Aggregate Base 6 3138
Select Granular (Modified) Subbase 24 3149.2B2 (modified per City standards)
C.3.f. Materials and Compaction
We recommend specifying pavement materials as recommended in Tables 6 and 7.
City of Lakeville
Project B14-04463
October 6, 2014
Page 14
We recommend compacting the aggregate base to meet the requirements of MnDOT specification
2211.3D.2.c (Penetration Index Method). We recommend compacting bituminous pavements to at least
92 percent of the maximum theoretical Rice density per the Maximum Density Method (specification
2360.6B).
C.4. Utilities
C.4.a. Subgrades
The native and fill soils encountered at likely utility elevations generally appear suitable for pipe and
utility structure support and we anticipate that utilities can be installed per manufacturer bedding
requirements. However, we encountered somewhat wet, clayey or silty soils at likely utility depths in
several borings. We recommend providing a contingency for some subcutting and replacement of these
materials as part of construction. In the event that unstable or organic soils are encountered at pipe
elevations, they should be subcut and replaced with crushed-faced rock that is free of material 1 inch in
diameter or smaller). Suspect soils and conditions encountered near potential pipe bedding elevations
include the following. We recommend reviewing our boring logs for other such possibilities.
ST-3: Clayey sand (high moisture contents).
ST-6: Poorly graded sand with silt and lean clay with sand (water table or perched water
condition encountered at 7 1/2 feet).
ST-12: Sandy silt soil encountered. Silt will be extremely difficult to recompact if disturbed.
ST-13: Silty sand (water table or perched water condition encountered at 9 feet).
ST-14: Alluvial lean clay at 7 feet. High moisture contents and soft conditions.
ST-19: Sandy lean clay and sandy silt below 4 feet; wet conditions and possible instability
from silt soils
We recommend a geotechnical engineer observe all utility trench excavations and subcuts.
C.4.b. Excavation Side Slopes
The project area soils appear to meet OSHA Type A, B and C requirements. We then recommend
constructing excavation side slopes to lie back at a horizontal to vertical slope of 1 1/2 to 1 or flatter.
City of Lakeville
Project B14-04463
October 6, 2014
Page 15
All excavations must comply with the requirements of OSHA 29 CFR, Part 1926, Subpart P, “Excavations
and Trenches.” This document states that excavation safety is the responsibility of the contractor.
Reference to these OSHA requirements should be included in the project specifications.
C.4.c. Selection, Placement and Compaction of Backfill
We recommend compacting backfill placed above and below utilities to a minimum of 95 percent of
standard Proctor density. The exception is within 3 feet vertically of pavement subgrades, where the
minimum compaction level should be increased to 100 percent. The fill should be within 3 percentage
points of its optimum moisture content for sands; clays should only exceed their optimum moisture
contents by 1 percent.
To achieve compaction over wet or waterbearing subgrades, we recommend the use of sands or gravel
with less than 5 percent by weight passing the number 200 sieve and less than 50 percent passing the
number 40 sieve.
C.4.d. Excavation Dewatering
We recommend removing groundwater from the utility excavations if encountered, and removing any
water that seeps into excavations from sidewalls or the adjacent sitework. We understand most deep
utility construction and trenching will be in areas with predominantly clayey soils. Sumps and pumps will
generally be suitable for short-term water removal under such conditions.
C.4.e. Corrosion Potential
We recommend providing corrosion protection for ductile iron pipe in the clayey soils throughout the
project given the overall results of our corrosivity analysis and laboratory tests.
Type I cement may still be used for curb if the curb is bedded on imported materials such as crushed
Class 5 limestone or pavement reclaim.
C.5. Construction Quality Control
C.5.a. Excavation Observations
We recommend having a geotechnical engineer observe all excavations related to subgrade preparation,
utility placement and pavement construction. The purpose of the observations is to evaluate the
competence of the geologic materials exposed in the excavations and the adequacy of required
excavation oversizing.
City of Lakeville
Project B14-04463
October 6, 2014
Page 16
C.5.b. Materials Testing
We recommend density tests be taken in excavation backfill and additional required fill placed below
pavements and utilities.
We recommend Gyratory tests on bituminous mixes to evaluate strength and air voids and density tests
to evaluate compaction.
C.5.c. Pavement Subgrade Proof-Roll
We recommend that proof-rolling of the pavement subgrades be observed by a geotechnical engineer to
determine if the results of the procedure meet project specifications and to delineate the extent of
additional pavement subgrade preparation work that may be necessary.
C.5.d. Cold Weather Precautions
If site grading and construction is anticipated during cold weather, all snow and ice should be removed
from cut and fill areas prior to additional grading. No fill should be placed on frozen subgrades. No frozen
soils should be used as fill.
Concrete delivered to the site should meet the temperature requirements of ASTM C 94. Concrete
should not be placed on frozen subgrades. Concrete should be protected from freezing until the
necessary strength is attained.
D. Procedures
D.1. Penetration Test Borings
The penetration test borings were drilled with a truck-mounted core and auger drill equipped with
hollow-stem auger. The borings were performed in accordance with ASTM D 1586. Penetration test
samples were taken at 2 1/2- or 5-foot intervals. Actual sample intervals and corresponding depths are
shown on the boring logs.
City of Lakeville
Project B14-04463
October 6, 2014
Page 17
D.2. Material Classification and Testing
D.2.a. Visual and Manual Classification
The geologic materials encountered were visually and manually classified in accordance with ASTM
Standard Practice D 2488. A chart explaining the classification system is attached. Samples were placed in
jars or bags and returned to our facility for review and storage.
D.2.b. Laboratory Testing
The results of the laboratory tests performed on geologic material samples are noted on or follow the
appropriate attached exploration logs. The tests were performed in accordance with ASTM or AASHTO
procedures.
D.3. Groundwater Measurements
The drillers checked for groundwater as the penetration test borings were advanced, and again after
auger withdrawal. The boreholes were then backfilled as noted on the boring logs.
E. Qualifications
E.1. Variations in Subsurface Conditions
E.1.a. Material Strata
Our evaluation, analyses and recommendations were developed from a limited amount of site and
subsurface information. It is not standard engineering practice to retrieve material samples from
exploration locations continuously with depth, and therefore strata boundaries and thicknesses must be
inferred to some extent. Strata boundaries may also be gradual transitions, and can be expected to vary
in depth, elevation and thickness away from the exploration locations.
Variations in subsurface conditions present between exploration locations may not be revealed until
additional exploration work is completed, or construction commences. If any such variations are
revealed, our recommendations should be re-evaluated. Such variations could increase construction
costs, and a contingency should be provided to accommodate them.
City of Lakeville
Project B14-04463
October 6, 2014
Page 18
E.1.b. Groundwater Levels
Groundwater measurements were made under the conditions reported herein and shown on the
exploration logs, and interpreted in the text of this report. It should be noted that the observation
periods were relatively short, and groundwater can be expected to fluctuate in response to rainfall,
flooding, irrigation, seasonal freezing and thawing, surface drainage modifications and other seasonal
and annual factors.
E.2. Continuity of Professional Responsibility
E.2.a. Plan Review
This report is based on a limited amount of information, and a number of assumptions were necessary to
help us develop our recommendations. It is recommended that our firm review the geotechnical aspects
of the designs and specifications, and evaluate whether the design is as expected, if any design changes
have affected the validity of our recommendations, and if our recommendations have been correctly
interpreted and implemented in the designs and specifications.
E.2.b. Construction Observations and Testing
It is recommended that we be retained to perform observations and tests during construction. This will
allow correlation of the subsurface conditions encountered during construction with those encountered
by the borings, and provide continuity of professional responsibility.
E.3. Use of Report
This report is for the exclusive use of the parties to which it has been addressed. Without written
approval, we assume no responsibility to other parties regarding this report. Our evaluation, analyses
and recommendations may not be appropriate for other parties or projects.
E.4. Standard of Care
In performing its services, Braun Intertec used that degree of care and skill ordinarily exercised under
similar circumstances by reputable members of its profession currently practicing in the same locality. No
warranty, express or implied, is made.
Appendix
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21
13
9
5
PAV
FILL
FILL
FILL
SP-
SM
3 inches of bituminous over 6 1/2 inches of aggregate
base.
FILL: Clayey Sand, fine- to medium-grained, with 6 1/2
inches of aggregate base, brown, moist.
FILL: Silty Sand, fine- to medium-grained, with Gravel,
brown, moist.
FILL: Clayey Sand, fine-grained, brown, moist.
POORLY GRADED SAND with SILT, fine- to
medium-grained, brown, wet, loose.
(Alluvium)
Fine- to coarse-grained and waterbearing at 10 feet.
END OF BORING.
Water not observed to cave-in depth of 7 feet.
Boring then backfilled.
962.2
961.1
959.1
956.1
952.1
0.9
2.0
4.0
7.0
11.0
7/24/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
Braun Intertec Corporation (2015) ST-1 page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
e
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D
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s
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v
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s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
(2015) ST-1
METHOD:
BORING:
BPF
B14-04463LO
G
O
F
B
O
R
I
N
G
N
:
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4
4
6
3
.
G
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G
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T
9
/
1
0
/
1
4
1
1
:
4
0
Braun Project B14-04463
GEOTECHNICAL EVALUATION
2015 and 2016 Street Recon Projects
20195 Holyoke Avenue
Lakeville, Minnesota
Symbol
Elev.
feet
963.1
Depth
feet
0.0
39
27
12
12
PAV
FILL
SC-
SM
SP-
SM
4 1/2 inches of bituminous over 4 1/2 inches of
aggregate base.
FILL: Silty Sand, fine- to medium-grained, with Gravel
and possible cobbles, brown, moist.
SILTY CLAYEY SAND, with silty inclusions, grey, wet,
rather stiff.
(Alluvium)
POORLY GRADED SAND with SILT, fine- to
coarse-grained, gray, waterbearing, medium dense.
(Alluvium)
END OF BORING.
Water not observed to cave-in depth of 7 1/2 feet.
Boring then backfilled.
957.2
951.0
949.0
947.0
0.8
7.0
9.0
11.0
7/24/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
Braun Intertec Corporation (2015) ST-2 page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
e
e
D
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s
c
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i
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t
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T
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i
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a
b
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v
i
a
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i
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n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
(2015) ST-2
METHOD:
BORING:
BPF
B14-04463LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
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2
0
1
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4
4
6
3
.
G
P
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8
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G
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9
/
1
0
/
1
4
1
1
:
4
0
Braun Project B14-04463
GEOTECHNICAL EVALUATION
2015 and 2016 Street Recon Projects
20195 Holyoke Avenue
Lakeville, Minnesota
Symbol
Elev.
feet
958.0
Depth
feet
0.0
14
26
4
5
23
PAV
FILL
SC
3 1/2 inches of bituminous over 7 inches of aggregate
base.
FILL: Clayey Sand, fine- to medium-grained, brown,
moist.
CLAYEY SAND, fine-grained, brown and gray, wet,
rather soft.
(Glacial Till)
END OF BORING.
Water not observed to cave-in depth of 8 feet.
Boring then backfilled.
962.8
956.7
952.7
0.9
7.0
11.0
7/24/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
Braun Intertec Corporation (2015) ST-3 page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
e
e
D
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s
c
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T
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i
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v
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a
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i
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n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
(2015) ST-3
METHOD:
BORING:
BPF
B14-04463LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
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1
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4
4
6
3
.
G
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8
_
C
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G
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9
/
1
0
/
1
4
1
1
:
4
1
Braun Project B14-04463
GEOTECHNICAL EVALUATION
2015 and 2016 Street Recon Projects
20195 Holyoke Avenue
Lakeville, Minnesota
MC
%Symbol
Elev.
feet
963.7
Depth
feet
0.0
11
7
7
15
13
PAV
FILL
SC
4 1/2 inches of bituminous over 16 1/2 inches of
aggregate base.
FILL: Clayey Sand, fine- to medium-grained, brown
and grey, moist.
CLAYEY SAND, fine- to medium-grained, grey, moist,
medium to stiff.
(Glacial Till)
END OF BORING.
Water not observed to cave-in depth of 8 feet.
Boring then backfilled.
954.9
950.5
945.5
1.6
6.0
11.0
7/24/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
Braun Intertec Corporation (2015) ST-4 page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
e
e
D
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s
c
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i
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T
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i
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f
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b
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v
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a
t
i
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n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
(2015) ST-4
METHOD:
BORING:
BPF
B14-04463LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
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\
P
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1
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0
4
4
6
3
.
G
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C
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G
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9
/
1
0
/
1
4
1
1
:
4
2
Braun Project B14-04463
GEOTECHNICAL EVALUATION
2015 and 2016 Street Recon Projects
20195 Holyoke Avenue
Lakeville, Minnesota
MC
%Symbol
Elev.
feet
956.5
Depth
feet
0.0
16
15
8
12
16
BIT
FILL
FILL
CL
3 inches of bituminous.
FILL: Silty Sand, fine- to medium-grained, with Gravel,
brown, moist.
FILL: Clayey Sand, brown, moist.
SANDY LEAN CLAY, brown to grey, moist to wet,
medium to rather stiff.
(Glacial Till)
END OF BORING.
Water not observed to cave-in depth of 8 feet.
Boring then backfilled.
956.9
955.2
951.2
946.2
0.3
2.0
6.0
11.0
7/24/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
Braun Intertec Corporation (2015) ST-5 page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
e
e
D
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s
c
r
i
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t
i
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T
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i
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f
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p
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a
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a
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i
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n
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f
a
b
b
r
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v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
(2015) ST-5
METHOD:
BORING:
BPF
B14-04463LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
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\
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\
A
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P
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\
2
0
1
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\
0
4
4
6
3
.
G
P
J
B
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A
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V
8
_
C
U
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R
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.
G
D
T
9
/
1
0
/
1
4
1
1
:
4
2
Braun Project B14-04463
GEOTECHNICAL EVALUATION
2015 and 2016 Street Recon Projects
20195 Holyoke Avenue
Lakeville, Minnesota
MC
%Symbol
Elev.
feet
957.2
Depth
feet
0.0
3
3
4
2
21
64 15
PAV
CL
SP-
SM
CL
9 inches of bituminous over 8 inches of aggregate
base.
SANDY LEAN CLAY, grey, moist, soft.
(Alluvium)
POORLY GRADED SAND with SILT, fine- to
coarse-grained, brown, waterbearing, very loose.
(Alluvium)
LEAN CLAY with SAND, grey, moist, very stiff.
(Alluvium)
END OF BORING.
Water observed at a depth of 7 1/2 feet while drilling.
Boring then backfilled.
976.7
970.6
966.1
964.1
1.4
7.5
12.0
14.0
7/24/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
Braun Intertec Corporation (2015) ST-6 page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
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f
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p
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i
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f
a
b
b
r
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v
i
a
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i
o
n
s
)
LOCATION: Drilled 7' North of staked location.
See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
(2015) ST-6
METHOD:
BORING:
BPF
B14-04463LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
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T
\
P
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C
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\
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P
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\
2
0
1
4
\
0
4
4
6
3
.
G
P
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B
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A
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V
8
_
C
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R
E
N
T
.
G
D
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9
/
1
0
/
1
4
1
1
:
4
3
Braun Project B14-04463
GEOTECHNICAL EVALUATION
2015 and 2016 Street Recon Projects
20195 Holyoke Avenue
Lakeville, Minnesota
P200
%
MC
%Symbol
Elev.
feet
978.1
Depth
feet
0.0
6
5
11
11
14
PAV
SC
CL
4 1/2 inches of bituminous over 17 inches of aggregate
base.
CLAYEY SAND, fine- to medium-grained, brown,
moist.
(Possible Fill)
LEAN CLAY with SAND, gray, moist, rather soft to
rather stiff.
(Glacial Till)
END OF BORING.
Water not observed to cave-in depth of 7 1/2 feet.
Boring then backfilled.
983.0
980.8
973.8
1.8
4.0
11.0
7/22/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
Braun Intertec Corporation (2015) ST-7 page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
e
e
D
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s
c
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e
T
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m
i
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o
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o
g
y
s
h
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e
t
f
o
r
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x
p
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a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
(2015) ST-7
METHOD:
BORING:
BPF
B14-04463LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
4
4
6
3
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
9
/
1
0
/
1
4
1
1
:
4
3
Braun Project B14-04463
GEOTECHNICAL EVALUATION
2015 and 2016 Street Recon Projects
20195 Holyoke Avenue
Lakeville, Minnesota
MC
%Symbol
Elev.
feet
984.8
Depth
feet
0.0
6
9
12
12
13
PAV
CL
7 inches of bituminous over 11 inches of aggregate
base.
SANDY LEAN CLAY, brown, moist, medium to rather
stiff.
(Glacial Till)
END OF BORING.
Water not observed to cave-in depth of 8 feet.
Boring then backfilled.
973.5
964.0
1.5
11.0
7/23/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
Braun Intertec Corporation (2015) ST-8 page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
e
e
D
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s
c
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i
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T
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i
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o
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o
g
y
s
h
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e
t
f
o
r
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x
p
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a
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a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
(2015) ST-8
METHOD:
BORING:
BPF
B14-04463LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
4
4
6
3
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
9
/
1
0
/
1
4
1
1
:
4
3
Braun Project B14-04463
GEOTECHNICAL EVALUATION
2015 and 2016 Street Recon Projects
20195 Holyoke Avenue
Lakeville, Minnesota
MC
%Symbol
Elev.
feet
975.0
Depth
feet
0.0
6
4
4
13
57 16
PAV
CL
9 1/2 inches of bituminous over 9 1/2 inches of
aggregate base.
SANDY LEAN CLAY, brown, moist, rather soft to stiff.
(Glacial Till)
END OF BORING.
Water not observed to cave-in depth of 8 feet.
Boring then backfilled.
987.5
978.1
1.6
11.0
7/23/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
Braun Intertec Corporation (2015) ST-9 page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
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D
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s
c
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T
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i
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o
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o
g
y
s
h
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t
f
o
r
e
x
p
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a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
(2015) ST-9
METHOD:
BORING:
BPF
B14-04463LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
4
4
6
3
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
9
/
1
0
/
1
4
1
1
:
4
3
Braun Project B14-04463
GEOTECHNICAL EVALUATION
2015 and 2016 Street Recon Projects
20195 Holyoke Avenue
Lakeville, Minnesota
P200
%
MC
%Symbol
Elev.
feet
989.1
Depth
feet
0.0
3
6
12
9
11
PAV
FILL
SC
CL
4 1/2 inches of bituminous over 5 1/2 inches of
aggregate base.
FILL: Sandy Lean Clay, dark green, moist.
CLAYEY SAND, brown, moist, medium.
(Glacial Till)
SANDY LEAN CLAY, brown, moist, rather stiff.
(Glacial Till)
END OF BORING.
Water not observed to cave-in depth of 7 1/2 feet.
Boring then backfilled.
991.1
988.0
985.0
981.0
0.9
4.0
7.0
11.0
7/23/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
Braun Intertec Corporation (2015) ST-10 page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
e
e
D
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s
c
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T
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m
i
n
o
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o
g
y
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h
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f
o
r
e
x
p
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a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
(2015) ST-10
METHOD:
BORING:
BPF
B14-04463LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
4
4
6
3
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
9
/
1
0
/
1
4
1
1
:
4
0
Braun Project B14-04463
GEOTECHNICAL EVALUATION
2015 and 2016 Street Recon Projects
20195 Holyoke Avenue
Lakeville, Minnesota
MC
%Symbol
Elev.
feet
992.0
Depth
feet
0.0
7
7
14
13
7
PAV
FILL
CL
CL
4 1/2 inches of bituminous over 6 inches of aggregate
base.
FILL: Poorly Graded Sand with Silt, fine- to
medium-grained, brown, moist.
SANDY LEAN CLAY, brown, moist, medium to stiff.
(Glacial Till)
SANDY LEAN CLAY, gray, moist, stiff.
(Glacial Till)
END OF BORING.
Water not observed to cave-in depth of 8 feet.
Boring then backfilled.
1014.8
1013.7
1006.7
1004.7
0.9
2.0
9.0
11.0
7/23/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
Braun Intertec Corporation (2015) ST-11 page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
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D
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s
c
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T
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o
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h
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t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
(2015) ST-11
METHOD:
BORING:
BPF
B14-04463LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
4
4
6
3
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
9
/
1
0
/
1
4
1
1
:
4
0
Braun Project B14-04463
GEOTECHNICAL EVALUATION
2015 and 2016 Street Recon Projects
20195 Holyoke Avenue
Lakeville, Minnesota
MC
%Symbol
Elev.
feet
1015.7
Depth
feet
0.0
8
8
12
6
84 19
PAV
FILL
CL
ML
CL
4 inches of bituminous over 26 inches of aggregate
base.
FILL: Clayey Sand, dark brown, moist.
SANDY LEAN CLAY, brown, moist, medium.
(Glacial Till)
SANDY SILT, light brown, wet, rather stiff.
(Glacial Till)
SANDY LEAN CLAY, brown to dark brown, wet,
medium.
(Glacial Till)
END OF BORING.
Water not observed to cave-in depth of 7 1/2 feet.
Boring then backfilled.
955.9
954.4
951.4
949.4
947.4
2.5
4.0
7.0
9.0
11.0
7/23/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
Braun Intertec Corporation (2015) ST-12 page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
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D
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c
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T
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i
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o
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y
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h
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t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
(2015) ST-12
METHOD:
BORING:
BPF
B14-04463LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
4
4
6
3
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
9
/
1
0
/
1
4
1
1
:
4
0
Braun Project B14-04463
GEOTECHNICAL EVALUATION
2015 and 2016 Street Recon Projects
20195 Holyoke Avenue
Lakeville, Minnesota
P200
%
MC
%Symbol
Elev.
feet
958.4
Depth
feet
0.0
9
8
12 10
PAV
FILL
FILL
CL
SM
4 1/2 inches of bituminous over 9 inches of aggregate
base.
FILL: Poorly Graded Sand, fine- to medium-grained,
brown, wet.
FILL: Clayey Sand, with Poorly Graded Sand layers,
brown, moist.
SANDY LEAN CLAY, brown, moist, medium to rather
stiff.
(Glacial Till)
SILTY SAND, fine-grained, brown, waterbearing.
(Glacial Outwash)
END OF BORING.
Water observed at a depth of 9 feet while drilling.
Boring then backfilled.
962.2
961.8
959.3
954.3
952.3
1.1
1.5
4.0
9.0
11.0
7/29/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
Braun Intertec Corporation (2015) ST-13 page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
e
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D
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s
c
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i
p
t
i
v
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T
e
r
m
i
n
o
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o
g
y
s
h
e
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t
f
o
r
e
x
p
l
a
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a
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i
o
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o
f
a
b
b
r
e
v
i
a
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i
o
n
s
)
LOCATION: Drilled 19' North of staked location.
See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
(2015) ST-13
METHOD:
BORING:
BPF
B14-04463LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
4
4
6
3
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
9
/
1
0
/
1
4
1
1
:
4
0
Braun Project B14-04463
GEOTECHNICAL EVALUATION
2015 and 2016 Street Recon Projects
20195 Holyoke Avenue
Lakeville, Minnesota
MC
%Symbol
Elev.
feet
963.3
Depth
feet
0.0
7
5
3
4
8
LL=34
PL=23
PI=11
31
PAV
FILL
FILL
ML
CL
SP-
SM
4 1/2 inches of bituminous over 5 1/2 inches of
aggregate base.
FILL: Poorly Graded Sand with Silt, fine- to
medium-grained, brown, moist.
CLAYEY SAND, fine- to medium-grained, dark brown,
wet.
SANDY SILT, greenish brown, wet, rather soft.
(Alluvium)
LEAN CLAY with SAND, greenish brown, wet, soft to
medium.
(Alluvium)
POORLY GRADED SAND with SILT, fine- to
medium-grained, brown, wet, medium.
(Glacial Outwash)
END OF BORING.
Water not observed to cave-in depth of 10 1/2 feet.
Boring then backfilled.
965.9
964.7
962.7
959.7
954.7
953.2
0.8
2.0
4.0
7.0
12.0
13.5
7/23/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
Braun Intertec Corporation (2015) ST-14 page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
e
e
D
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s
c
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t
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v
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T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
(2015) ST-14
METHOD:
BORING:
BPF
B14-04463LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
4
4
6
3
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
9
/
1
0
/
1
4
1
1
:
4
0
Braun Project B14-04463
GEOTECHNICAL EVALUATION
2015 and 2016 Street Recon Projects
20195 Holyoke Avenue
Lakeville, Minnesota
MC
%Symbol
Elev.
feet
966.7
Depth
feet
0.0
12
12
20
18
15
PAV
FILL
CL
4 1/2 inches of bituminous over 2 inches of aggregate
base.
FILL: Silty Sand, fine- to medium-grained, dark brown,
moist.
SANDY LEAN CLAY, grey, moist, rather stiff to very
stiff.
(Glacial Till)
END OF BORING.
Water not observed to cave-in depth of 8 feet.
Boring then backfilled.
1004.8
1003.3
994.3
0.5
2.0
11.0
7/24/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
Braun Intertec Corporation (2015) ST-15 page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
e
e
D
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s
c
r
i
p
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i
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e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
(2015) ST-15
METHOD:
BORING:
BPF
B14-04463LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
4
4
6
3
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
9
/
1
0
/
1
4
1
1
:
4
0
Braun Project B14-04463
GEOTECHNICAL EVALUATION
2015 and 2016 Street Recon Projects
20195 Holyoke Avenue
Lakeville, Minnesota
MC
%Symbol
Elev.
feet
1005.3
Depth
feet
0.0
9
16
6
11
PAV
FILL
CL
4 inches of bituminous over 7 inches of aggregate
base.
FILL: Poorly Graded Sand with Silt, fine- to
medium-grained, brown, moist.
SANDY LEAN CLAY, brown and grey, moist to wet,
medium to stiff.
(Glacial Till)
END OF BORING.
Water not observed to cave-in depth of 7 1/2 feet.
Boring then backfilled.
1028.5
1027.4
1018.4
0.9
2.0
11.0
7/24/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
Braun Intertec Corporation (2015) ST-16 page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
(2015) ST-16
METHOD:
BORING:
BPF
B14-04463LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
4
4
6
3
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
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E
N
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.
G
D
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9
/
1
0
/
1
4
1
1
:
4
0
Braun Project B14-04463
GEOTECHNICAL EVALUATION
2015 and 2016 Street Recon Projects
20195 Holyoke Avenue
Lakeville, Minnesota
Symbol
Elev.
feet
1029.4
Depth
feet
0.0
5
7
8
12
PAV
FILL
FILL
CL
3 1/2 inches of bituminous over 6 inches of aggregate
base.
FILL: Poorly Graded Sand with Silt, fine- to
medium-grained, with Gravel, brown, moist.
FILL: Sandy Lean Clay, brown and gray, moist.
CLAYEY SAND, gray, moist, medium to rather stiff.
(Glacial Till)
END OF BORING.
Water not observed to cave-in depth of 8 feet.
Boring then backfilled.
1005.7
1004.5
1002.5
995.5
0.8
2.0
4.0
11.0
7/23/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
Braun Intertec Corporation (2015) ST-17 page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
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f
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x
p
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a
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a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
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i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
(2015) ST-17
METHOD:
BORING:
BPF
B14-04463LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
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T
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P
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A
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P
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E
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\
2
0
1
4
\
0
4
4
6
3
.
G
P
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B
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A
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8
_
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G
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/
1
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/
1
4
1
1
:
4
0
Braun Project B14-04463
GEOTECHNICAL EVALUATION
2015 and 2016 Street Recon Projects
20195 Holyoke Avenue
Lakeville, Minnesota
Symbol
Elev.
feet
1006.5
Depth
feet
0.0
3
4
4
5
16
PAV
FILL
CL
5 1/2 inches of bituminous over 5 1/2 inches of
aggregate base.
FILL: Poorly Graded Sand with Silt, fine-grained,
brown, moist.
LEAN CLAY with SAND, brown, moist, soft to rather
soft.
(Glacial Till)
END OF BORING.
Water not observed to cave-in depth of 7 1/2 feet.
Boring then backfilled.
1027.2
1026.1
1017.1
0.9
2.0
11.0
7/23/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
Braun Intertec Corporation (2015) ST-18 page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
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T
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h
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f
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x
p
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a
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a
t
i
o
n
o
f
a
b
b
r
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v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
(2015) ST-18
METHOD:
BORING:
BPF
B14-04463LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
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S
\
A
X
P
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O
J
E
C
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S
\
2
0
1
4
\
0
4
4
6
3
.
G
P
J
B
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A
U
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_
V
8
_
C
U
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E
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.
G
D
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9
/
1
0
/
1
4
1
1
:
4
0
Braun Project B14-04463
GEOTECHNICAL EVALUATION
2015 and 2016 Street Recon Projects
20195 Holyoke Avenue
Lakeville, Minnesota
MC
%Symbol
Elev.
feet
1028.1
Depth
feet
0.0
5
9
9
6
20
22
PAV
FILL
CL
ML
4 1/2 inches of bituminous over 7 inches of aggregate
base.
FILL: Sandy Lean Clay, brown and black, moist.
SANDY LEAN CLAY, brown and green, moist, rather
stiff.
(Glacial Till)
SANDY SILT, brown, wet, medium.
(Glacial Till)
END OF BORING.
Water not observed to cave-in depth of 8 feet.
Boring then backfilled.
968.9
965.9
960.9
958.9
1.0
4.0
9.0
11.0
7/23/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
Braun Intertec Corporation (2015) ST-19 page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
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D
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c
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T
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o
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g
y
s
h
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t
f
o
r
e
x
p
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a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
(2015) ST-19
METHOD:
BORING:
BPF
B14-04463LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
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T
\
P
R
O
J
E
C
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S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
4
4
6
3
.
G
P
J
B
R
A
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_
V
8
_
C
U
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E
N
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.
G
D
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9
/
1
0
/
1
4
1
1
:
4
0
Braun Project B14-04463
GEOTECHNICAL EVALUATION
2015 and 2016 Street Recon Projects
20195 Holyoke Avenue
Lakeville, Minnesota
MC
%Symbol
Elev.
feet
969.9
Depth
feet
0.0
11
15
PAV
FILL
FILL
3 1/2 inches of bituminous over 14 1/2 inches of
aggregate base.
FILL: Silty Sand, fine-grained, dark brown with black,
wet.
FILL: Silty Sand, fine- to medium-grained, with Gravel,
dark brown, moist.
END OF BORING.
Water not observed to cave-in depth of 3 1/2 feet.
Boring then backfilled.
951.3
948.8
946.8
1.5
4.0
6.0
7/29/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
Braun Intertec Corporation (2015) ST-20 page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
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D
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T
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i
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f
o
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x
p
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a
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a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
(2015) ST-20
METHOD:
BORING:
BPF
B14-04463LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
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S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
4
4
6
3
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
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E
N
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.
G
D
T
9
/
1
0
/
1
4
1
1
:
4
0
Braun Project B14-04463
GEOTECHNICAL EVALUATION
2015 and 2016 Street Recon Projects
20195 Holyoke Avenue
Lakeville, Minnesota
Symbol
Elev.
feet
952.8
Depth
feet
0.0
10
13
PAV
FILL
SM
4 1/2 inches of bituminous over 6 1/2 inches of
aggregate base.
FILL: Clayey Sand, fine- to medium-grained, dark
brown, moist.
SILTY SAND, fine- to medium-grained, brown and
grey, moist, loose to medium dense.
(Glacial Outwash)
END OF BORING.
Water not observed to cave-in depth of 4 feet.
Boring then backfilled.
955.3
954.2
950.2
0.9
2.0
6.0
7/29/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
Braun Intertec Corporation (2015) ST-21 page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
e
e
D
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s
c
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p
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T
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r
m
i
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o
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o
g
y
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h
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f
o
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x
p
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a
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a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
(2015) ST-21
METHOD:
BORING:
BPF
B14-04463LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
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S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
4
4
6
3
.
G
P
J
B
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A
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V
8
_
C
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.
G
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9
/
1
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/
1
4
1
1
:
4
1
Braun Project B14-04463
GEOTECHNICAL EVALUATION
2015 and 2016 Street Recon Projects
20195 Holyoke Avenue
Lakeville, Minnesota
Symbol
Elev.
feet
956.2
Depth
feet
0.0
6
8
PAV
FILL
4 1/2 inches of bituminous over 9 inches of aggregate
base.
FILL: Clayey Sand, brown, moist.
END OF BORING.
Water not observed to cave-in depth of 3 1/2 feet.
Boring then backfilled.
952.3
947.4
1.1
6.0
7/29/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
Braun Intertec Corporation (2015) ST-22 page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
e
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D
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s
c
r
i
p
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i
v
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T
e
r
m
i
n
o
l
o
g
y
s
h
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f
o
r
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x
p
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a
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a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
(2015) ST-22
METHOD:
BORING:
BPF
B14-04463LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
4
4
6
3
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
9
/
1
0
/
1
4
1
1
:
4
1
Braun Project B14-04463
GEOTECHNICAL EVALUATION
2015 and 2016 Street Recon Projects
20195 Holyoke Avenue
Lakeville, Minnesota
Symbol
Elev.
feet
953.4
Depth
feet
0.0
9
8
PAV
FILL
3 1/2 inches of bituminous over 6 inches of aggregate
base.
FILL: Silty Sand/Clayey Sand mix, fine- to
medium-grained, brown, moist.
END OF BORING.
Water not observed to cave-in depth of 4 feet.
Boring then backfilled.
957.8
952.6
0.8
6.0
7/24/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
Braun Intertec Corporation (2015) ST-23 page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
e
e
D
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s
c
r
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p
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i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
(2015) ST-23
METHOD:
BORING:
BPF
B14-04463LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
4
4
6
3
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
9
/
1
0
/
1
4
1
1
:
4
1
Braun Project B14-04463
GEOTECHNICAL EVALUATION
2015 and 2016 Street Recon Projects
20195 Holyoke Avenue
Lakeville, Minnesota
Symbol
Elev.
feet
958.6
Depth
feet
0.0
12
6
PAV
FILL
CL
5 inches of bituminous over 11 1/2 inches of
aggregate base.
FILL: Silty Sand, fine- to medium-grained, with Lean
Clay and Gravel, brown and black, moist.
SANDY LEAN CLAY, brown, moist to wet.
(Possible Fill)
END OF BORING.
Water not observed to cave-in depth of 4 feet.
Boring then backfilled.
959.2
956.6
954.6
1.4
4.0
6.0
7/29/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
Braun Intertec Corporation (2015) ST-24 page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
(2015) ST-24
METHOD:
BORING:
BPF
B14-04463LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
4
4
6
3
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
9
/
1
0
/
1
4
1
1
:
4
1
Braun Project B14-04463
GEOTECHNICAL EVALUATION
2015 and 2016 Street Recon Projects
20195 Holyoke Avenue
Lakeville, Minnesota
Symbol
Elev.
feet
960.6
Depth
feet
0.0
12
17
PAV
FILL
FILL
SC
4 inches of bituminous over 6 1/2 inches of aggregate
base.
FILL: Poorly Graded Sand with Silt, fine- to
medium-grained, with Gravel, brown, moist.
FILL: Clayey Sand, brown, moist.
CLAYEY SAND, brown, moist, very stiff.
(Glacial Till)
END OF BORING.
Water not observed to cave-in depth of 4 feet.
Boring then backfilled.
966.0
964.9
962.9
960.9
0.9
2.0
4.0
6.0
7/29/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
Braun Intertec Corporation (2015) ST-25 page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
(2015) ST-25
METHOD:
BORING:
BPF
B14-04463LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
4
4
6
3
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
9
/
1
0
/
1
4
1
1
:
4
1
Braun Project B14-04463
GEOTECHNICAL EVALUATION
2015 and 2016 Street Recon Projects
20195 Holyoke Avenue
Lakeville, Minnesota
Symbol
Elev.
feet
966.9
Depth
feet
0.0
9
10
PAV
FILL
FILL
5 inches of bituminous over 10 inches of aggregate
base.
FILL: Poorly Graded Sand with Silt, fine- to
medium-grained, brown, wet.
FILL: Clayey Sand, brown, moist.
END OF BORING.
Water not observed to cave-in depth of 3 1/2 feet.
Boring then backfilled.
983.4
980.7
978.7
1.3
4.0
6.0
7/29/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
Braun Intertec Corporation (2015) ST-26 page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
e
e
D
e
s
c
r
i
p
t
i
v
e
T
e
r
m
i
n
o
l
o
g
y
s
h
e
e
t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
(2015) ST-26
METHOD:
BORING:
BPF
B14-04463LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
4
4
6
3
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
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9
/
1
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/
1
4
1
1
:
4
1
Braun Project B14-04463
GEOTECHNICAL EVALUATION
2015 and 2016 Street Recon Projects
20195 Holyoke Avenue
Lakeville, Minnesota
Symbol
Elev.
feet
984.7
Depth
feet
0.0
5
11
PAV
FILL
CL
4 1/2 inches of bituminous surfacing over 5 1/2 inches
of aggregate base.
FILL: Poorly Graded Sand with Silt, fine- to
medium-grained, brown, moist.
SANDY LEAN CLAY, brown, moist, medium to rather
stiff.
(Possible Fill)
END OF BORING.
Water not observed to cave-in depth of 4 feet.
Boring then backfilled.
986.7
986.5
982.5
1.8
2.0
6.0
7/29/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
Braun Intertec Corporation (2015) ST-27 page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
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a
t
i
o
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o
f
a
b
b
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v
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a
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i
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n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
(2015) ST-27
METHOD:
BORING:
BPF
B14-04463LO
G
O
F
B
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I
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N
:
\
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2
0
1
4
\
0
4
4
6
3
.
G
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8
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/
1
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1
1
:
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1
Braun Project B14-04463
GEOTECHNICAL EVALUATION
2015 and 2016 Street Recon Projects
20195 Holyoke Avenue
Lakeville, Minnesota
Symbol
Elev.
feet
988.5
Depth
feet
0.0
10
6
PAV
FILL
CL
5 1/2 inches of bituminous over 5 1/2 inches of
aggregate base.
FILL: Silty Sand, fine- to medium-grained, dark brown,
moist.
SANDY LEAN CLAY, brown, moist, medium to rather
stiff.
(Glacial Till)
END OF BORING.
Water not observed to cave-in depth of 4 feet.
Boring then backfilled.
958.8
957.7
953.7
0.9
2.0
6.0
7/24/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
Braun Intertec Corporation (2015) ST-28 page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
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s
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T
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h
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f
o
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x
p
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a
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a
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i
o
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o
f
a
b
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v
i
a
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i
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s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
(2015) ST-28
METHOD:
BORING:
BPF
B14-04463LO
G
O
F
B
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I
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N
:
\
G
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A
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P
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\
2
0
1
4
\
0
4
4
6
3
.
G
P
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B
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A
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_
V
8
_
C
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E
N
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.
G
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9
/
1
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/
1
4
1
1
:
4
1
Braun Project B14-04463
GEOTECHNICAL EVALUATION
2015 and 2016 Street Recon Projects
20195 Holyoke Avenue
Lakeville, Minnesota
Symbol
Elev.
feet
959.7
Depth
feet
0.0
5
5
PAV
FILL
CL
3 inches of bituminous over 5 inches of aggregate
base.
FILL: Silty Sand, fine- to medium-grained, with Gravel,
brown, moist.
SANDY LEAN CLAY, brown, moist, rather soft.
(Glacial Till)
END OF BORING.
Water not observed to cave-in depth of 4 feet.
Boring then backfilled.
989.0
987.7
983.7
0.7
2.0
6.0
7/23/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
Braun Intertec Corporation (2015) ST-29 page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
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f
o
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p
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a
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i
o
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o
f
a
b
b
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v
i
a
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i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
(2015) ST-29
METHOD:
BORING:
BPF
B14-04463LO
G
O
F
B
O
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I
N
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N
:
\
G
I
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P
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\
A
X
P
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J
E
C
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\
2
0
1
4
\
0
4
4
6
3
.
G
P
J
B
R
A
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N
_
V
8
_
C
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E
N
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.
G
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9
/
1
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/
1
4
1
1
:
4
1
Braun Project B14-04463
GEOTECHNICAL EVALUATION
2015 and 2016 Street Recon Projects
20195 Holyoke Avenue
Lakeville, Minnesota
Symbol
Elev.
feet
989.7
Depth
feet
0.0
17
20
PAV
FILL
CL
4 1/2 inches of bituminous over 6 1/2 inches of
aggregate base.
FILL: Silty Sand, fine- to medium-grained, with Gravel,
dark brown, moist.
SANDY LEAN CLAY, brown, moist, very stiff.
(Glacial Till)
END OF BORING.
Water not observed to cave-in depth of 4 feet.
Boring then backfilled.
960.1
957.0
955.0
0.9
4.0
6.0
7/22/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
Braun Intertec Corporation (2015) ST-30 page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
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D
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s
c
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p
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T
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m
i
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o
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o
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y
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f
o
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x
p
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a
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a
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i
o
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f
a
b
b
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v
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a
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i
o
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s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
(2015) ST-30
METHOD:
BORING:
BPF
B14-04463LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
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T
\
P
R
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J
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C
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\
A
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P
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O
J
E
C
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\
2
0
1
4
\
0
4
4
6
3
.
G
P
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B
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A
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8
_
C
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/
1
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1
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1
1
:
4
1
Braun Project B14-04463
GEOTECHNICAL EVALUATION
2015 and 2016 Street Recon Projects
20195 Holyoke Avenue
Lakeville, Minnesota
Symbol
Elev.
feet
961.0
Depth
feet
0.0
11
5
PAV
FILL
CL
3 inches of bituminous over 9 inches of aggregate
base.
FILL: Silty Sand, fine- to medium-grained, with Gravel,
dark brown, moist.
SANDY LEAN CLAY, brown, moist, rather soft to rather
stiff.
(Glacial Till)
END OF BORING.
Water not observed to cave-in depth of 4 feet.
Boring then backfilled.
1004.3
1003.3
999.3
1.0
2.0
6.0
7/23/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
Braun Intertec Corporation (2015) ST-31 page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
e
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D
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c
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T
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f
o
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x
p
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a
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a
t
i
o
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f
a
b
b
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v
i
a
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i
o
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s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
(2015) ST-31
METHOD:
BORING:
BPF
B14-04463LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
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S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
4
4
6
3
.
G
P
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B
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A
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8
_
C
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/
1
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1
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1
1
:
4
1
Braun Project B14-04463
GEOTECHNICAL EVALUATION
2015 and 2016 Street Recon Projects
20195 Holyoke Avenue
Lakeville, Minnesota
Symbol
Elev.
feet
1005.3
Depth
feet
0.0
7
7
PAV
CL
10 1/2 inches of bituminous over 4 inches of aggregate
base.
SANDY LEAN CLAY, gray and brown, moist, medium.
(Glacial Till)
END OF BORING.
Water not observed to cave-in depth of 3 1/2 feet.
Boring then backfilled.
1008.6
1003.8
1.2
6.0
7/23/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
Braun Intertec Corporation (2015) ST-32 page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
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T
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i
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o
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h
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f
o
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x
p
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a
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a
t
i
o
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o
f
a
b
b
r
e
v
i
a
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i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
(2015) ST-32
METHOD:
BORING:
BPF
B14-04463LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
N
T
\
P
R
O
J
E
C
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S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
4
4
6
3
.
G
P
J
B
R
A
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N
_
V
8
_
C
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.
G
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9
/
1
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/
1
4
1
1
:
4
1
Braun Project B14-04463
GEOTECHNICAL EVALUATION
2015 and 2016 Street Recon Projects
20195 Holyoke Avenue
Lakeville, Minnesota
Symbol
Elev.
feet
1009.8
Depth
feet
0.0
14
16
PAV
CL
6 1/2 inches of bituminous over 8 inches of aggregate
base.
SANDY LEAN CLAY, brown, moist, stiff.
(Glacial Till)
END OF BORING.
Water not observed to cave-in depth of 4 feet.
Boring then backfilled.
974.0
969.2
1.2
6.0
7/23/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
Braun Intertec Corporation (2015) ST-33 page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
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D
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c
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T
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h
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f
o
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x
p
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a
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a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
(2015) ST-33
METHOD:
BORING:
BPF
B14-04463LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
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T
\
P
R
O
J
E
C
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S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
4
4
6
3
.
G
P
J
B
R
A
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_
V
8
_
C
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E
N
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.
G
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9
/
1
0
/
1
4
1
1
:
4
2
Braun Project B14-04463
GEOTECHNICAL EVALUATION
2015 and 2016 Street Recon Projects
20195 Holyoke Avenue
Lakeville, Minnesota
Symbol
Elev.
feet
975.2
Depth
feet
0.0
13
17
64 15
PAV
CL
4 1/2 inches of bituminous over 17 1/2 inches of
aggregate base.
SANDY LEAN CLAY, brown, moist, stiff to very stiff.
(Glacial Till)
END OF BORING.
Water not observed to cave-in depth of 4 feet.
Boring then backfilled.
1009.5
1005.3
1.8
6.0
7/23/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
Braun Intertec Corporation (2015) ST-34 page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
e
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D
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T
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h
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f
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x
p
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a
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a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
(2015) ST-34
METHOD:
BORING:
BPF
B14-04463LO
G
O
F
B
O
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I
N
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N
:
\
G
I
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P
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\
A
X
P
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O
J
E
C
T
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\
2
0
1
4
\
0
4
4
6
3
.
G
P
J
B
R
A
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_
V
8
_
C
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E
N
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.
G
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9
/
1
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/
1
4
1
1
:
4
2
Braun Project B14-04463
GEOTECHNICAL EVALUATION
2015 and 2016 Street Recon Projects
20195 Holyoke Avenue
Lakeville, Minnesota
P200
%
MC
%Symbol
Elev.
feet
1011.3
Depth
feet
0.0
6
7
PAV
CL
4 1/2 inches of bituminous over 5 inches of aggregate
base.
SANDY LEAN CLAY, brown, moist, medium.
(Glacial Till)
END OF BORING.
Water not observed to cave-in depth of 4 feet.
Boring then backfilled.
1004.8
999.6
0.8
6.0
7/23/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
Braun Intertec Corporation (2015) ST-35 page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
e
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D
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s
c
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T
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m
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o
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g
y
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h
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t
f
o
r
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x
p
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a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
(2015) ST-35
METHOD:
BORING:
BPF
B14-04463LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
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T
\
P
R
O
J
E
C
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S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
4
4
6
3
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
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R
E
N
T
.
G
D
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9
/
1
0
/
1
4
1
1
:
4
2
Braun Project B14-04463
GEOTECHNICAL EVALUATION
2015 and 2016 Street Recon Projects
20195 Holyoke Avenue
Lakeville, Minnesota
Symbol
Elev.
feet
1005.6
Depth
feet
0.0
6
7
PAV
CL
7 1/2 inches of bituminous over 10 inches of aggregate
base.
SANDY LEAN CLAY, brown, moist to wet, medium.
(Glacial Till)
END OF BORING.
Water not observed to cave-in depth of 4 feet.
Boring then backfilled.
1025.1
1020.6
1.5
6.0
7/24/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
Braun Intertec Corporation (2015) ST-36 page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
e
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D
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s
c
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T
e
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m
i
n
o
l
o
g
y
s
h
e
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t
f
o
r
e
x
p
l
a
n
a
t
i
o
n
o
f
a
b
b
r
e
v
i
a
t
i
o
n
s
)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
(2015) ST-36
METHOD:
BORING:
BPF
B14-04463LO
G
O
F
B
O
R
I
N
G
N
:
\
G
I
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T
\
P
R
O
J
E
C
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S
\
A
X
P
R
O
J
E
C
T
S
\
2
0
1
4
\
0
4
4
6
3
.
G
P
J
B
R
A
U
N
_
V
8
_
C
U
R
R
E
N
T
.
G
D
T
9
/
1
0
/
1
4
1
1
:
4
2
Braun Project B14-04463
GEOTECHNICAL EVALUATION
2015 and 2016 Street Recon Projects
20195 Holyoke Avenue
Lakeville, Minnesota
Symbol
Elev.
feet
1026.6
Depth
feet
0.0
8
9
14
PAV
CL
5 1/2 inches of bituminous over 16 1/2 inches of
aggregate base.
SANDY LEAN CLAY, brown, moist, medium to rather
stiff.
(Glacial Till)
END OF BORING.
Water not observed to cave-in depth of 4 feet.
Boring then backfilled.
1042.6
1038.4
1.8
6.0
7/24/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
Braun Intertec Corporation (2015) ST-37 page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
e
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s
c
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T
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)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
(2015) ST-37
METHOD:
BORING:
BPF
B14-04463LO
G
O
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B
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I
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:
\
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Braun Project B14-04463
GEOTECHNICAL EVALUATION
2015 and 2016 Street Recon Projects
20195 Holyoke Avenue
Lakeville, Minnesota
MC
%Symbol
Elev.
feet
1044.4
Depth
feet
0.0
6
12
PAV
FILL
CL
5 inches of bituminous over 5 1/2 inches of aggregate
base.
FILL: Poorly Graded Sand with Silt, fine- to
medium-grained, brown, moist.
SANDY LEAN CLAY, brown, moist, medium to rather
stiff.
(Glacial Till)
END OF BORING.
Water not observed to cave-in depth of 4 feet.
Boring then backfilled.
1027.6
1026.5
1022.5
0.9
2.0
6.0
7/24/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
Braun Intertec Corporation (2015) ST-38 page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
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)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
(2015) ST-38
METHOD:
BORING:
BPF
B14-04463LO
G
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:
\
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Braun Project B14-04463
GEOTECHNICAL EVALUATION
2015 and 2016 Street Recon Projects
20195 Holyoke Avenue
Lakeville, Minnesota
Symbol
Elev.
feet
1028.5
Depth
feet
0.0
6
14
PAV
FILL
FILL
CL
5 inches of bituminous over 5 1/2 inches of aggregate
base.
FILL: Silty Sand, fine- to medium-grained, with Gravel,
brown, moist.
FILL: Clayey Sand, fine- to medium-grained, dark
brown, moist.
SANDY LEAN CLAY, brown, moist, stiff.
(Glacial Till)
END OF BORING.
Water not observed to cave-in depth of 3 1/2 feet.
Boring then backfilled.
1020.3
1019.2
1017.2
1015.2
0.9
2.0
4.0
6.0
7/24/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
Braun Intertec Corporation (2015) ST-39 page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
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)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
(2015) ST-39
METHOD:
BORING:
BPF
B14-04463LO
G
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B
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:
\
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Braun Project B14-04463
GEOTECHNICAL EVALUATION
2015 and 2016 Street Recon Projects
20195 Holyoke Avenue
Lakeville, Minnesota
Symbol
Elev.
feet
1021.2
Depth
feet
0.0
6*
5
*Sample from auger cuttings.
PAV
SC
3 1/2 inches of bituminous over 5 1/2 inches of
aggregate base.
SILTY SAND, fine- to medium-grained, with Gravel,
brown, moist, rather soft to medium.
(Glacial Till)
END OF BORING.
Water not observed to cave-in depth of 3 feet.
Boring then backfilled.
1032.1
1027.0
0.9
6.0
7/23/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
Braun Intertec Corporation (2015) ST-40 page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
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)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
(2015) ST-40
METHOD:
BORING:
BPF
B14-04463LO
G
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:
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Braun Project B14-04463
GEOTECHNICAL EVALUATION
2015 and 2016 Street Recon Projects
20195 Holyoke Avenue
Lakeville, Minnesota
Symbol
Elev.
feet
1033.0
Depth
feet
0.0
11
6
PAV
FILL
SC
4 inches of bituminous over 2 inches of aggregate
base.
FILL: Silty Sand, fine- to medium-grained, brown,
moist.
CLAYEY SAND, brown, moist, medium to rather stiff.
(Glacial Till)
END OF BORING.
Water not observed to cave-in depth of 4 feet.
Boring then backfilled.
1027.9
1026.4
1022.4
0.5
2.0
6.0
7/23/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
Braun Intertec Corporation (2015) ST-41 page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
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)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
(2015) ST-41
METHOD:
BORING:
BPF
B14-04463LO
G
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:
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Braun Project B14-04463
GEOTECHNICAL EVALUATION
2015 and 2016 Street Recon Projects
20195 Holyoke Avenue
Lakeville, Minnesota
Symbol
Elev.
feet
1028.4
Depth
feet
0.0
11
10
11
PAV
FILL
CL
5 inches of bituminous over 5 inches of aggregate
base.
FILL: Silty Sand, fine- to medium-grained, with Gravel,
brown, moist.
SANDY LEAN CLAY, brown, moist, rather stiff.
(Glacial Till)
END OF BORING.
Water not observed to cave-in depth of 4 feet.
Boring then backfilled.
991.9
990.7
986.7
0.8
2.0
6.0
7/24/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
Braun Intertec Corporation (2015) ST-42 page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
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)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
(2015) ST-42
METHOD:
BORING:
BPF
B14-04463LO
G
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:
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Braun Project B14-04463
GEOTECHNICAL EVALUATION
2015 and 2016 Street Recon Projects
20195 Holyoke Avenue
Lakeville, Minnesota
MC
%Symbol
Elev.
feet
992.7
Depth
feet
0.0
4
3*
5
13
*Sample from auger cuttings.
PAV
FILL
CL
CL
5 1/2 inches of bituminous over 4 inches of aggregate
base.
FILL: Sandy Lean Clay, dark brown and brown, moist.
SANDY LEAN CLAY, brown, moist, soft to rather soft.
(Glacial Till)
SANDY LEAN CLAY, with Poorly Graded Sand, gray,
moist, stiff.
(Glacial Till)
END OF BORING.
Water not observed to cave-in depth of 7 1/2 feet.
Boring then backfilled.
1008.6
1007.4
1000.4
997.4
0.8
2.0
9.0
12.0
7/24/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
Braun Intertec Corporation (2015) ST-43 page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
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)
LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
(2015) ST-43
METHOD:
BORING:
BPF
B14-04463LO
G
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:
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Braun Project B14-04463
GEOTECHNICAL EVALUATION
2015 and 2016 Street Recon Projects
20195 Holyoke Avenue
Lakeville, Minnesota
Symbol
Elev.
feet
1009.4
Depth
feet
0.0
8
12
PAV
SC
4 1/2 inches of bituminous over 5 inches of aggregate
base.
CLAYEY SAND, brown, moist to wet, medium to rather
stiff.
(Glacial Till)
END OF BORING.
Water not observed to cave-in depth of 4 feet.
Boring then backfilled.
960.7
955.5
0.8
6.0
7/29/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
Braun Intertec Corporation (2015) ST-44 page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(S
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LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
(2015) ST-44
METHOD:
BORING:
BPF
B14-04463LO
G
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:
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Braun Project B14-04463
GEOTECHNICAL EVALUATION
2015 and 2016 Street Recon Projects
20195 Holyoke Avenue
Lakeville, Minnesota
Symbol
Elev.
feet
961.5
Depth
feet
0.0
Descriptive Terminology of Soil
Standard D 2487 - 00
Classification of Soils for Engineering Purposes
(Unified Soil Classification System)
Rev. 7/07
DD Dry density, pcf
WD Wet density, pcf
MC Natural moisture content, %
LL Liqiuid limit, %
PL Plastic limit, %
PI Plasticity index, %
P200 % passing 200 sieve
OC Organic content, %
S Percent of saturation, %
SG Specific gravity
C Cohesion, psf
Angle of internal friction
qu Unconfined compressive strength, psf
qp Pocket penetrometer strength, tsf
Liquid Limit (LL)
Laboratory Tests
Pl
a
s
t
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t
y
I
n
d
e
x
(
P
I
)
Drilling Notes
Standard penetration test borings were advanced by 3 1/4” or 6 1/4”
ID hollow-stem augers unless noted otherwise, Jetting water was used
to clean out auger prior to sampling only where indicated on logs.
Standard penetration test borings are designated by the prefix “ST”
(Split Tube). All samples were taken with the standard 2” OD split-tube
sampler, except where noted.
Power auger borings were advanced by 4” or 6” diameter continuous-
flight, solid-stem augers. Soil classifications and strata depths were in-
ferred from disturbed samples augered to the surface and are, therefore,
somewhat approximate. Power auger borings are designated by the
prefix “B.”
Hand auger borings were advanced manually with a 1 1/2” or 3 1/4”
diameter auger and were limited to the depth from which the auger could
be manually withdrawn. Hand auger borings are indicated by the prefix
“H.”
BPF: Numbers indicate blows per foot recorded in standard penetration
test, also known as “N” value. The sampler was set 6” into undisturbed
soil below the hollow-stem auger. Driving resistances were then counted
for second and third 6” increments and added to get BPF. Where they
differed significantly, they are reported in the following form: 2/12 for the
second and third 6” increments, respectively.
WH: WH indicates the sampler penetrated soil under weight of hammer
and rods alone; driving not required.
WR: WR indicates the sampler penetrated soil under weight of rods
alone; hammer weight and driving not required.
TW indicates thin-walled (undisturbed) tube sample.
Note: All tests were run in general accordance with applicable ASTM
standards.
Particle Size Identification
Boulders ............................... over 12”
Cobbles ............................... 3” to 12”
Gravel
Coarse ............................ 3/4” to 3”
Fine ................................. No. 4 to 3/4”
Sand
Coarse ............................ No. 4 to No. 10
Medium ........................... No. 10 to No. 40
Fine ................................. No. 40 to No. 200
Silt ....................................... No. 200, PI 4 or
below “A” line
Clay ..................................... No. 200, PI 4 and
on or above “A” line
Relative Density of
Cohesionless Soils
Very loose ................................ 0 to 4 BPF
Loose ....................................... 5 to 10 BPF
Medium dense ......................... 11 to 30 BPF
Dense ...................................... 31 to 50 BPF
Very dense ............................... over 50 BPF
Consistency of Cohesive Soils
Very soft ................................... 0 to 1 BPF
Soft ....................................... 2 to 3 BPF
Rather soft ............................... 4 to 5 BPF
Medium .................................... 6 to 8 BPF
Rather stiff ............................... 9 to 12 BPF
Stiff ....................................... 13 to 16 BPF
Very stiff ................................... 17 to 30 BPF
Hard ....................................... over 30 BPF
a. Based on the material passing the 3-in (75mm) sieve.
b. If field sample contained cobbles or boulders, or both, add “with cobbles or boulders or both” to group name.
c. Cu = D60 / D10 Cc = (D30)2
D10 x D60
d. If soil contains 15% sand, add “with sand” to group name.
e. Gravels with 5 to 12% fines require dual symbols:
GW-GM well-graded gravel with silt
GW-GC well-graded gravel with clay
GP-GM poorly graded gravel with silt
GP-GC poorly graded gravel with clay
f. If fines classify as CL-ML, use dual symbol GC-GM or SC-SM.
g. If fines are organic, add “with organic fines” to group name.
h. If soil contains 15% gravel, add “with gravel” to group name.
i. Sands with 5 to 12% fines require dual symbols:
SW-SM well-graded sand with silt
SW-SC well-graded sand with clay
SP-SM poorly graded sand with silt
SP-SC poorly graded sand with clay
j. If Atterberg limits plot in hatched area, soil is a CL-ML, silty clay.
k. If soil contains 10 to 29% plus No. 200, add “with sand” or “with gravel” whichever is predominant.
l. If soil contains 30% plus No. 200, predominantly sand, add “sandy” to group name.
m. If soil contains 30% plus No. 200 predominantly gravel, add “gravelly” to group name.
n. PI 4 and plots on or above “A” line.
o. PI 4 or plots below “A” line.
p. PI plots on or above “A” line.
q. PI plots below “A” line.
Poorly graded sand h
Peat
Well-graded gravel d
PI plots on or above “A” line
PI 7 and plots on or above “A” line j
PI 4 or plots below “A” line j
Fi
n
e
-
g
r
a
i
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e
d
S
o
i
l
s
50
%
o
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m
o
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e
p
a
s
s
e
d
t
h
e
No
.
2
0
0
s
i
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v
e
Co
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s
e
-
g
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a
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d
S
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0
%
r
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t
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d
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n
No
.
2
0
0
s
i
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v
e
Soils Classification
Gravels
More than 50% of
coarse fraction
retained on
No. 4 sieve
Sands
50% or more of
coarse fraction
passes
No. 4 sieve
Silts and Clays
Liquid limit
less than 50
Highly Organic Soils
Silts and clays
Liquid limit
50 or more
Primarily organic matter, dark in color and organic odor
Group
Symbol
Criteria for Assigning Group Symbols and
Group Names Using Laboratory Tests a
Group Name b
GW
GP
GM
GC
SW
SP
SM
CL
ML
OL
OL
SC
Poorly graded gravel d
Silty gravel d f g
Clean Gravels
5% or less fines e
Gravels with Fines
More than 12% fines e
Clean Sands
5% or less fines i
Sands with Fines
More than 12% i
Fines classify as ML or MH
Fines classify as CL or CH Clayey gravel d f g
Well-graded sand h
Fines classify as CL or CH
Fines classify as ML or MH Silty sand f g h
Clayey sand f g h
Inorganic
Organic Liquid limit - oven dried
Liquid limit - not dried 0.75
Inorganic
Organic
PI plots below “A” line
Lean clay k l m
Liquid limit - oven dried
Liquid limit - not dried 0.75
CH
MH
OH
OH
Fat clay k l m
Elastic silt k l m
Organic clay k l m n
Organic silt k l m o
Organic clay k l m p
Organic silt k l m q
Cu 6 and 1 Cc 3 C
PT
Cu 4 and 1 Cc 3 C
Cu 4 and/or 1 Cc 3 C
Cu 6 and/or 1 CC 3 C
0 10 16 20 30 40 50 60 70 80 90 100 110
7
“U”
L
i
n
e
“A”
L
i
n
e
10
20
30
40
50
60
4
0
ML or OL
MH or OHCL o
r
O
L
CH
o
r
O
H
CL - ML
Silt k l m
Feasibility Report
2015 Street Reconstruction Project
City Project No. 15-02
City of Lakeville, MN
WSB Project No. 2109-491
APPENDIX E
Neighborhood Informational Meeting Minutes – June 26, 2014
June 26, 2014, Public Comment Summary
Item # Resident Name Resident Address Phone Date Received Comment Response
1 Judy Dathe 8000 Grinnell Way 651-894-3438
We live on the corner of Grinnell Way and Griffon Trail Our next door neighbors put in
a heated driveway a few years ago. It has ruined the street from part of their driveway
and across ours. It melts snow, which makes ice and causes slippery conditions on
our driveway entrance and the street. One year it was so bad the City brought in
trucks and hauled our "tons" of ice. It is a hazard! Can an additional drain be put in?
(Would that solve the problem?) Just going down to get our mail is frightening at
times. Very good meeting - thank you!
2 Theresa Kindvall &
Robert deRonnebeck
16187 Grinnell Ave/
16201 Grinnell Ave
952-215-4760/
952-432-2707
Our backyards and our neighbors above and below us have water drainage issues in
our backyards. Is there anyway to put some kind of drain tile of pipes to keep this
area dry? Would it drain into some kind of piping by the road? Can the City take care
of this?
3 Lynnae Thompson 16290 Griffon Trail 952-891-8007
People whose homes face a street NOT part of this project but have a side of their
property that is in the project still need to be included in the communications. I heard
about this from a neighbor. Good meeting - thanks for the info.
4 Tim Bethke 8304 169th St. W.952-431-6323 Sanitary storm sewer cover on our street (off the end of our driveway) is low and
collects water/ice.
5 Peggy Edwards 7700 Upper 167th St. W. 952-431-1006
Please consider paving Foxborough Park parking lot when Upper 167th St. is done. I
believe it was scheduled to be paved a number of years ago, but for some reason it
didn't happen. We get a lot of dirt in our street from the unpaved parking lot.
6 Kim Whalen 7942 Upper 167th St. W. 952-334-1353 End of cul-de-sac on 167th Street West under streetlight - needs a drain - water pools
after storms and is horrible in spring during the melt.
7 Michelle Kisch 16549 Gunflint Tr.952-953-4847 Please relook at Gunflint Trail/good condition. No need for new curb or road right
now. There are no patches or potholes at all.
8 Dennis Ruff 16595 Gunflint Tr.952-432-6422 We live on Gunflint Trail. We would like to know why it is on this replacement plan
when it seems to be in good shape.
9 Eugenia Anderson 16148 Goodview Way
(and Grove Trail)952-891-8918
Collector streets on Grove Trail to Griffon Trail NOT RESIDENTIALS precludes the 40-
year optimum solid improvement at the "conservative" projected individual cost of
$5150 - $5650. DO A CALMING ON GROVE TRAIL! STOP THE CONSTRUCTION
TRUCKS (LOADED) TEARING UP OUR STREET! YOUR SNOWPLOWS TEAR UP
STREET AND CURBS!
10 Walt Michaels 16785 Hamilton Dr.952-891-3596 168th & Hamilton - culvert by 16775 Hamilton Dr backs up during heavy rain. Once
went OVER the road because culvert couldn't handle volume - then floods backyards.
11 Bruce & Marie
Mensing 7683 Upper 167th St. W. 952-432-9315
1. Can we do something to slow down traffic that goes by our house on Upper 167th
St. W. toward Foxborough Park? Tonight, for example, parents are late for games
and endanger everyone by speeding to the park. 2. Water always gathers and floods
the roads at the intersection of Glenwood and Upper 167th St. W.
12 Jeanne Storlie 16275 Godson Dr.651-245-5894 We replaced a portion of the end of our driveway with concrete, but the majority if
asphalt. Will the portion removed be replaced with cement or asphalt? Thank you!
13 Jeanne Storlie 16275 Godson Dr.651-245-5894 Drainage is an issue between our house and the one to the right of our garage - we
call it Lake Storlie! Is there anything that can be done there? Thanks.
14 John & Trina Mastley 7605 165th St.W. 952-236-0174 There are standing water/ice issues at the intersection of 165th St. W. and Griesen
which leads to the weakened pavement.
15 Erik Anderson 16335 Godson Dr.We have drainage issues in our backyard and our home flooded. We would be
interested in draintile options and sump pump hook ups.
16 Kris Rinaldi 16167 Goodview Tr.651-226-3684
Please reassess the speed and type of traffic on Grove Tr. Heavy construction trucks
have previously used Grove Tr. How are you going to protect it since it is a feeder
road?
17 Jill Gibbs 16039 Glenwood Ave. 612-270-8559
1. Would love consideration of a sidewalk between 170th and Upper 167th on
Glenwood to support the foot traffic to the park. 2. Probably on your radar - but the
drainage down Glenwood to the "T" intersection with Upper 167th Street is terrible.
Frequent flooding and back-ups. Lots of debris as well.
Comment Cards/Letters
June 26, 2014 Neighborhood Meeting
Comment Cards/Letters
June 26, 2014 Neighborhood Meeting
18 Mary Yasgar 16455 Griffon Tr.952-431-5136 Griffon Trail and Cedar Ave. (Hwy 77) both sides of corners on right and left side
collects LARGE amounts of frozen water/ice each winter and spring. It does not drain.
19 Dave Olson 16274 Grove Tr.952-431-1405
Currently the homes on the east side of Grove Trail have sump pumps that empty into
the yards. The homes on the west side are plumbed directly into the City sewer or
water drains. My sump will run for weeks after moderate to heavy rains. My neighbor
to the north sends her water to me. My sump discharge goes to my neighbor or to the
street. Is there any solution for those of us on the east side of Grove Trail?
20 Amee Christenson 8425 169th Ct. W.952-432-3706
We have massive issues with standing water issues and request drain tile be made
available - two connections on the east and west sides if at all possible. We also have
concerns about two trees very close to the road along with a planned driveway
replacement.
21 Amee Christenson 8426 169th Ct. W.952-432-3707
Along with my request of a drain tile access (2 if possible) we have concerns about
Highview & 168th - as you travel west on 168th to Highview, that intersection always
has standing water and ice issues.
Item # Resident Name Resident Address Phone Date Received Comment Response
1 Judy Dathe 8000 Grinnell Way 651-894-3438
We live on the corner of Grinnell Way and Griffon Trail Our next door neighbors put in
a heated driveway a few years ago. It has ruined the street from part of their driveway
and across ours. It melts snow, which makes ice and causes slippery conditions on
our driveway entrance and the street. One year it was so bad the City brought in
trucks and hauled our "tons" of ice. It is a hazard! Can an additional drain be put in?
(Would that solve the problem?) Just going down to get our mail is frightening at
times. Very good meeting - thank you!
2 Theresa Kindvall &
Robert deRonnebeck
16187 Grinnell Ave/
16201 Grinnell Ave
952-215-4760/
952-432-2707
Our backyards and our neighbors above and below us have water drainage issues in
our backyards. Is there anyway to put some kind of drain tile of pipes to keep this
area dry? Would it drain into some kind of piping by the road? Can the City take care
of this?
3 Lynnae Thompson 16290 Griffon Trail 952-891-8007
People whose homes face a street NOT part of this project but have a side of their
property that is in the project still need to be included in the communications. I heard
about this from a neighbor. Good meeting - thanks for the info.
4 Tim Bethke 8304 169th St. W.952-431-6323 Sanitary storm sewer cover on our street (off the end of our driveway) is low and
collects water/ice.
5 Peggy Edwards 7700 Upper 167th St. W. 952-431-1006
Please consider paving Foxborough Park parking lot when Upper 167th St. is done. I
believe it was scheduled to be paved a number of years ago, but for some reason it
didn't happen. We get a lot of dirt in our street from the unpaved parking lot.
6 Kim Whalen 7942 Upper 167th St. W. 952-334-1353 End of cul-de-sac on 167th Street West under streetlight - needs a drain - water pools
after storms and is horrible in spring during the melt.
7 Michelle Kisch 16549 Gunflint Tr.952-953-4847 Please relook at Gunflint Trail/good condition. No need for new curb or road right
now. There are no patches or potholes at all.
8 Dennis Ruff 16595 Gunflint Tr.952-432-6422 We live on Gunflint Trail. We would like to know why it is on this replacement plan
when it seems to be in good shape.
9 Eugenia Anderson 16148 Goodview Way
(and Grove Trail)952-891-8918
Collector streets on Grove Trail to Griffon Trail NOT RESIDENTIALS precludes the 40-
year optimum solid improvement at the "conservative" projected individual cost of
$5150 - $5650. DO A CALMING ON GROVE TRAIL! STOP THE CONSTRUCTION
TRUCKS (LOADED) TEARING UP OUR STREET! YOUR SNOWPLOWS TEAR UP
STREET AND CURBS!
10 Walt Michaels 16785 Hamilton Dr.952-891-3596 168th & Hamilton - culvert by 16775 Hamilton Dr backs up during heavy rain. Once
went OVER the road because culvert couldn't handle volume - then floods backyards.
11 Bruce & Marie
Mensing 7683 Upper 167th St. W. 952-432-9315
1. Can we do something to slow down traffic that goes by our house on Upper 167th
St. W. toward Foxborough Park? Tonight, for example, parents are late for games
and endanger everyone by speeding to the park. 2. Water always gathers and floods
the roads at the intersection of Glenwood and Upper 167th St. W.
12 Jeanne Storlie 16275 Godson Dr.651-245-5894 We replaced a portion of the end of our driveway with concrete, but the majority if
asphalt. Will the portion removed be replaced with cement or asphalt? Thank you!
13 Jeanne Storlie 16275 Godson Dr.651-245-5894 Drainage is an issue between our house and the one to the right of our garage - we
call it Lake Storlie! Is there anything that can be done there? Thanks.
14 John & Trina Mastley 7605 165th St.W. 952-236-0174 There are standing water/ice issues at the intersection of 165th St. W. and Griesen
which leads to the weakened pavement.
15 Erik Anderson 16335 Godson Dr.We have drainage issues in our backyard and our home flooded. We would be
interested in draintile options and sump pump hook ups.
16 Kris Rinaldi 16167 Goodview Tr.651-226-3684
Please reassess the speed and type of traffic on Grove Tr. Heavy construction trucks
have previously used Grove Tr. How are you going to protect it since it is a feeder
road?
17 Jill Gibbs 16039 Glenwood Ave. 612-270-8559
1. Would love consideration of a sidewalk between 170th and Upper 167th on
Glenwood to support the foot traffic to the park. 2. Probably on your radar - but the
drainage down Glenwood to the "T" intersection with Upper 167th Street is terrible.
Frequent flooding and back-ups. Lots of debris as well.
Comment Cards/Letters
June 26, 2014 Neighborhood Meeting
Comment Cards/Letters
June 26, 2014 Neighborhood Meeting
18 Mary Yasgar 16455 Griffon Tr.952-431-5136 Griffon Trail and Cedar Ave. (Hwy 77) both sides of corners on right and left side
collects LARGE amounts of frozen water/ice each winter and spring. It does not drain.
19 Dave Olson 16274 Grove Tr.952-431-1405
Currently the homes on the east side of Grove Trail have sump pumps that empty into
the yards. The homes on the west side are plumbed directly into the City sewer or
water drains. My sump will run for weeks after moderate to heavy rains. My neighbor
to the north sends her water to me. My sump discharge goes to my neighbor or to the
street. Is there any solution for those of us on the east side of Grove Trail?
20 Amee Christenson 8425 169th Ct. W.952-432-3706
We have massive issues with standing water issues and request drain tile be made
available - two connections on the east and west sides if at all possible. We also have
concerns about two trees very close to the road along with a planned driveway
replacement.
21 Amee Christenson 8426 169th Ct. W.952-432-3707
Along with my request of a drain tile access (2 if possible) we have concerns about
Highview & 168th - as you travel west on 168th to Highview, that intersection always
has standing water and ice issues.
Follow-up Inquiries
I live in the area that is set to have street and water main reconstruction beginning in
May. I was initially concerned about the $5,650 that I was told I would be assessed
due to this project I am a single mom with limited access to funds to be able to pay
for such a program. Now I hear through the newspaper, - not the city, that my
assessments are going up to $8,190! How do you expect lower income or single
income families to be able to burden this type of substantial expense? We also know
that most people will move before the 30 year payoff. The original homeowner is then
responsible to pay off this assessment without any additional benefit. If they don't the
value of their home is then decreased so the new homeowner does not have to pay.
Also based upon this news article from This Week, it appears that other
developments may have this same issue in the future. I bought my home 4 years ago
because it keeps me within the Lakeville city limits. It was a foreclosure and bank
owned yet needed a lot of work. I have put much of my money into this home to get it
to a clean and healthy standard of living for my children and I, but it still needs some
work. When I first read the article about the cost going up, my first reaction is - there
goes new windows. How can I afford to replace the already corroding windows when
I now need to come up with more that $8,000 to pay for roads that everyone uses?
I have also been researching this issue. Based upon materials that I have found, the
assessment can not be larger that the increased value of the property due to the
improvements. My property values will not go up because of the work done on the
roads. Again, the value of my home will go down when I sell it because the special
assessments will not be paid off. How is this a benefit to the homeowner? Roads are
used by everyone, not just the people that live on them. I have also been
researching this issue. Based upon materials that I have found, the assessment can
not be larger that the increased value of the property due to the improvements. My
property values will not go up because of the work done on the roads. Again, the
value of my home will go down when I sell it because the special assessments will not
be paid off. How is this a benefit to the homeowner? Roads are used by everyone,
not just the people that live on them. Financial
times are not getting better. Insurance premiums and deductibles are going up.
Homeowner taxes are going up. Benefits through work programs are less and less
each year. Lakeville is building to accommodate the higher income levels. How do
they expect to keep the middle class and lower and single income families within their
city limits if things like this continue. I have considered moving to another area in
Lakeville, but I can afford a home that is within my price range. Because of my
circumstances my kids need to be in the Lakeville school district.
I have considered coming to a city council meeting to share my concerns, but
unfortunately this means spending more money on babysitters that I have not
budgeted for.
1 Becky Miller 16345 Godson Drive 612-387-5937 10/6/2014
Monica Heil explained to Ms. Miller that he City was still in the process in putting
together the project, and that there was still an upcoming Public Hearing and
Assessment Hearing for the project. Ms. Miller's take on the Thie Week's artcile was
that the project had already been ordered, the assessments had been set, and there
was no opportunity for her comment.
Feasibility Report
2015 Street Reconstruction Project
City Project No. 15-02
City of Lakeville, MN
WSB Project No. 2109-491
APPENDIX F
Soil Corrosivity Results/Past Project Comparison
Street Name Score
Gannon Way 12
Gannon Way 12
Gannon Way 12
Gerdine Path 12
Lower 170th Street Court 10
Galaxie Way 12
Galaxie Way 12
Street Name Score
Ixonia Avenue 12
Iteri Avenue 10
208th Street 3
Isle Avenue 2
Iran Avenue 7
Street Name Score
Garcia Way 13
Garcia Way 11
170th Street 13
Georgetown Way 11
170th Street 16
Street Name Score
Greenland Path 12
Glenwood Avenue 11
Upper 167th Street W 11
169th Street W 11
Hamilton Drive 11
Harwell Avenue 11
Havelock Way 11
Harvard Drive 11
Grinnell Way 10
Grinnell Avenue 12
Greenbriar Lane 9
Harmony Path 9
Grove Trail 11
Goodview Trail 6
Godson Drive 6
2012 Street Reconstruction Project
Corrosivity of Soils Based on ANSI/AWWA C105
*Score of 10 points indicates that soil is corrosive to ductile iron pipe and protection is needed
2015 Street Reconstruction Project
2014 Street Reconstruction Project
2013 Street Reconstruction Project