HomeMy WebLinkAboutRS_TIR-2017-12-18
PRELIMINARY TECHNICAL INFORMATION
REPORT
Forest Terrace
2611 Union Avenue N.E.
Renton, Washington
Prepared for:
Pulte Group, Inc.
3535 Factoria BLVD S.E., #110
Bellevue, WA 98006
December 18, 2017
Our Job No. 18396
18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251-6222 (425) 251-8782 FAX
BRANCH OFFICES ¤ TUMWATER, WA ¤ KLAMATH FALLS, OR ¤ LONG BEACH, CA ¤ ROSEVILLE, CA ¤ SAN DIEGO, CA
www.barghausen.com
12/18/17
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18396.003.TIR.doc
TABLE OF CONTENTS
1.0 PROJECT OVERVIEW
Figure 1 – Technical Information Report (TIR) Worksheet
Figure 2 – Vicinity Map
Figure 3 – Predeveloped Drainage Basin Map
Figure 4 – Soils
Figure 5 – Assessor's Map
Figure 6 – FEMA Map
Figure 7 – Sensitive Area Map
Figure 8 – Downstream Basin Map
2.0 CONDITIONS AND REQUIREMENTS SUMMARY
2.1 Analysis of the Core Requirements and Special Requirements
3.0 OFF-SITE ANALYSIS
4.0 FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN
4.1 Existing Site Hydrology
4.2 Developed Site Hydrology
4.3 Performance Standards
4.4 Flow Control System
4.5 Water Quality System
5.0 CONVEYANCE SYSTEM ANALYSIS AND DESIGN
6.0 SPECIAL REPORTS AND STUDIES
6.1 Geotechnical Report for Vandermay prepared by Terra Associates, Inc. dated July 19, 2017
6.2 Arborist Report by Tree Solutions, Inc. dated December 15, 2017
7.0 OTHER PERMITS
8.0 ESC ANALYSIS AND DESIGN
9.0 BOND QUANTITIES AND FACILITY SUMMARIES
10.0 OPERATIONS AND MAINTENANCE MANUAL
Tab 1.0
18396.003.TIR.doc
1.0 PROJECT OVERVIEW
This section contains the following information:
Figure 1 – Technical Information Report (TIR) Worksheet
Figure 2 – Vicinity Map
Figure 3 – Predeveloped Drainage Basin Map
Figure 4 – Soils
Figure 5 – Assessor's Map
Figure 6 – FEMA Map
Figure 7 – Sensitive Area Map
Figure 8 – Downstream Basin Map
18396.003.TIR.doc
1.0 PROJECT OVERVIEW
The Forest Terrace project is a single-family residential project consisting of the development of a
forested area generally located between Union Ave NE to the East, single-family homes to the
North and West, and Sierra Heights Elementary School to the south. More specifically the site is
located at 2611 Union Ave NE Renton, Washington 98059. The project area is approximately
13.4(±) acres in size. The proposed project is to construct 25 single-family lots with associated
roads, utilities, and stormwater facilities. The project site is located within a portion of Section 4,
Township 23 North, Range 5 East, Willamette Meridian, in the City of Renton, Washington.
Developable portions of the project will include areas outside of the existing PSE easements and
the area designated for the Perkins property. The property consists of one existing tax parcel
042305-9142 and portions of a second tax parcel 042305-9114. On-site vegetation consists of
native trees such as fir, cedar, hemlock, and maple ranging in size from saplings up to trunks 64
inches in diameter. Elevations range from 342 to 442 across the site. The site is mostly a steep
hillside with slopes of up to 50 percent on the south side of the site, with some gentler slopes of 5
percent on the northern side of the site.
The King County Soils Conservation Service Soils Map for this area shown in Figure 4 of this
section indicates that the on-site soils are considered Alderwood gravelly sandy loam with 8 to 15
percent slopes, Alderwood gravelly sandy loam with 0 to 8 percent slopes, Everett very gravelly
sandy loam with slopes 0 to 8 percent, and Everett very gravelly sandy loam with 15 to 30 percent
slopes. Please see the Geotechnical Engineering Study included in Section 6.1 of this report.
Please refer to Figure 3 of this section for the predeveloped drainage basin map.
On-site construction will include roadways with vertical curb and sidewalk, landscaping tracts, a
water, and two detention facilities. Additionally, stormwater catch basins and storm pipes as well as
water mains and sewer facilities will be constructed onsite. There will be frontage improvements
along Union Ave NE including stormwater catch basins and storm pipes as well as pavement
overlay, vertical curb and sidewalk. A drainage swale will also be constructed on the west side of
Union Ave NE along the Dalpay Property.
Stormwater runoff generated by the lots, Tracts A and F, Road A and the frontage area will be
routed to a detention vault. Stormwater generated by Road B and Tract B will be routed to a
detention Tank. The outfall from the detention tank and the detention vault discharges into a
StormFilter for basic water quality treatment. The discharge from the StormFilter continues to a pipe
system in Union Ave NE which routes to a drainage swale along Union Ave NE, which finally
connects to an existing catch basin at the intersection of Union Ave NE and SE 95th Way. The
stormwater continues within the existing drainage system outlets onto a hillside on the northern part
of SE 95th Way, which will eventually flow to May Creek.
The project will be mass graded to balance cut and fills so that all lots will be level flat pads ready
for home building. Site drainage designs are based on the 2017 Renton Surface Water Design
Manual (RSWDM). Please refer to Section 4.0 of this TIR for further details regarding the drainage
facility design.
TIR WorksheetFigure 1
-1- 18396.004.Wkst.doc
King County Department of Development and Environmental Services
TECHNICAL INFORMATION REPORT (TIR) WORKSHEET
Part 1 PROJECT OWNER AND PROJECT ENGINEER Part 2 PROJECT LOCATION AND DESCRIPTION
Project Owner
Pulte Group, Inc
Kyle Lublin Project Name
Address 3535 Factoria BLVD S.E., #110 Forest Terrace
Bellevue, WA 98006 Location 2611 Union Ave NE Renton, WA 98059
Phone (425) 216-3466 Township 23 N
Project Engineer Barry Talkington Range 5E
Company Barghausen Consulting Engineers, Inc. Section 4
Address/Phone 18215 – 72nd Avenue South Section
Kent, WA 98032 / (425) 251-6222
Part 3 TYPE OF PERMIT APPLICATION Part 4 OTHER REVIEWS AND PERMITS
Subdivision DFW HPA Shoreline Management
Short Subdivision COE 404 Rockery
Grading DOE Dam Safety Structural Vaults
Commercial FEMA Floodplain
Other Lock and
Load Wall
Other COE Wetlands
Part 5 SITE COMMUNITY AND DRAINAGE BASIN
Community
Renton
Drainage Basin
Cedar River/Lake Washington
Part 6 SITE CHARACTERISTICS
River Floodplain
Stream Wetlands
Critical Stream Reach Seeps/Springs
Depressions/Swales High Groundwater Table
Lake Groundwater Recharge
Steep Slopes Other
-2- 18396.004.Wkst.doc
Part 7 SOILS
Soil Type Slopes Erosion Potential Erosive Velocities
Everett gravelly sandy
loam 0 to 30 percent Low
Alderwood gravelly
sandy loam 8 to 30 percent Low
Additional Sheets Attached
Part 8 DEVELOPMENT LIMITATIONS
REFERENCE LIMITATION/SITE CONSTRAINT
Additional Sheets Attached
Part 9 ESC REQUIREMENTS
MINIMUM ESC REQUIREMENTS
DURING CONSTRUCTION
MINIMUM ESC REQUIREMENTS
AFTER CONSTRUCTION
Sedimentation Facilities Stabilize Exposed Surface
Stabilized Construction Entrance Remove and Restore Temporary ESC Facilities
Perimeter Runoff Control Clean and Remove All Silt and Debris
Clearing and Grading Restrictions Ensure Operation of Permanent Facilities
Cover Practices Flag Limits of SAO and Open Space Preservation Areas
Construction Sequence Other
Other
Part 10 SURFACE WATER SYSTEM
Grass Lined Channel Tank Infiltration Method of Analysis
Pipe System Vault Depression WWHM2012
Open Channel Energy Dissipater Flow Dispersal Compensation/Mitigation
Dry Pond Wetland Waiver of Eliminated Site Storage
Wet Pond Stream Regional Detention
Brief Description of System Operation
Stormwater will be conveyed to a Detention vault and Detention Tank, which
will discharge to a stormfilter. From the stormfilter stormwater will flow to an
existing conveyance system on SE 95th Way which empties to May Creek
Facility Related Site Limitations
Reference Facility Limitation
-3- 18396.004.Wkst.doc
Part 11 STRUCTURAL ANALYSIS Part 12 EASEMENTS/TRACTS
Cast in Place Vault Drainage Easement
Retaining Wall Access Easement
Rockery > 4' High Native Growth Protection Easement
Structural on Steep Slope Tract
Other Other
Part 13 SIGNATURE OF PROFESSIONAL ENGINEER
I, or a civil engineer under my supervision, have visited the site. Actual site conditions as observed were incorporated into this
worksheet and the attachments. To the best of my knowledge the information provided here is accurate.
Signed/Dated
12/12/17
12/12/17
Vicinity MapFigure 2
Predeveloped Drainage
Basin Map
Figure 3
FOREST TERRACE
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Soils MapFigure 4
Assessor's MapFigure 5
FEMA MapFigure 6
Sensitive Area MapFigure 7
Downstream Basin
Map
Figure 8
King C ou nty
King C ou nty iMa p
Date: 11/15/2017
Notes:
±The i nfor ma tion inclu ded on thi s map has been c om pil ed by King Cou nty s taff from a vari ety of so urc es a n d is subject to c ha n ge w ith out n otice. King C ountymakes n o r epr e sentations o r w ar ra ntie s, express o r i mp li ed , as to acc ur a cy, co m pl ete ness, tim e line ss, or ri g hts to the use of s uc h i nform a tion . T hi s doc um e n t i snot intended for us e as a su rvey pr odu ct. King C ounty shall not be l iabl e for an y gene r al , spec ia l, in dire ct, inci de n ta l, or conse que ntia l dam a ges i nclu d in g,but n ot li mi ted to, lost reve n ues o r l os t p r ofi ts resulting fro m the use or mi suse of the i nfor ma tion contained on this m ap. An y s al e of this m ap or in form atio n onthis map is prohibited ex cept by wr itten pe r mis sion of King Cou n ty.
Un
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SE 95th PLNew storm System
connects to existing
conveyance system
through a culvert
from the new swale.
Stormwater outlets from
conveyance system
through open pipe
beneath SE 95th PL. Flow
travels down the hillside
over quarry spalls
Mays Creek is now 1/4
mile down stream of initial
outlet. The stream
continues Wests.
Site
Flow Connects
with Mays
Creek.
May's Creek
May's Creek
Tab 2.0
18396.003.TIR.doc
2.0 CONDITIONS AND REQUIREMENTS SUMMARY
This section contains the following information:
2.1 Analysis of the Core Requirements and Special Requirements
18396.003.TIR.doc
2.1 Analysis of the Core Requirements and Special Requirements
CORE REQUIREMENTS HOW PROJECT HAS ADDRESSED REQUIREMENT
No. 1: Discharge at Natural
Location
Stormwater from the western site will be detained within one of two
drainage facilities and treated within a single drainage facility prior
to being discharged May Creek, its natural location.
No. 2: Off-Site Analysis The off-site analysis has been included within Section 3.0 of this
Technical Information Report.
No. 3: Flow Control The Detention Vault and Detention Tank have been designed for
Level 2 flow control and released matching predeveloped conditions
for 50% of the 2 year to the 50-year flow.
No. 4: Conveyance System The conveyance and backwater analysis will be designed per the
2017 RSWDM for the proposed storm drainage system, and will be
included in Section 5.0 of this Technical Information Report at final
engineering.
No. 5: Erosion and Sediment
Control
Temporary erosion control measures for this project will include:
stabilized construction entrances, perimeter runoff control, cover
practices, sedimentation facilities, and construction sequencing.
No. 6: Maintenance and
Operations
The City will own and maintain the public drainage facility for this
project. An Operations and Maintenance Manual, if required, will be
provided in Section 10.0 of this Technical Information Report.
No. 7: Bonds and Liability Bonding will be completed as required by the City of Renton using
the city’s Bond Quantity Worksheet.
No. 8: Water Quality The project is proposing a StormFilter for basic water quality in
accordance with the 2017 RSWDM.
No. 9: Flow Control BMPs Roadside Bioretention swales will be included wherever possible
within the planter along Road A. Individual lot BMP's will be
addressed during the Building Permit stage. See section 4.0 of this
Technical Information Report for further details. All disturbed onsite
soils will be amended per 2017 RSWDM requirements.
SPECIAL REQUIREMENTS HOW PROJECT HAS ADDRESSED REQUIREMENT
No. 1: Other Adopted Area
Specific Requirements
This special requirement does not apply to this project.
No. 2: Floodplain/Floodway
Delineation
The proposed development is not located within the 100-year
floodplain.
No. 3: Flood Protection
Facilities
This project does not rely on an existing flood protection facility, nor
propose to modify or construct a new flood protection facility;
therefore this special requirement does not apply.
No. 4: Source Controls
Source controls, such as covered dumpsters, will be applied to the
project as applicable.
No. 5: Oil Control
This site is not classified as a high-use site given the criteria found
in the 2017 RSWDM, therefore no special oil control treatment is
necessary.
Tab 3.0
18396.003.TIR.doc
3.0 OFF-SITE ANALYSIS
This section contains the following information:
Task 1 – Study Area Definitions and Maps
Task 2 – Resource Review
Task 3 – Field Inspection
3.1 Conveyance System Nuisance Problems (Type 1)
3.2 Severe Erosion Problems (Type 2)
Task 4 – Drainage System Description and Problem Descriptions
18396.003.TIR.doc
TASK 1 – STUDY AREA DEFINITION AND MAPS
The proposed Plat of Forest Terrace is a single-family residential project consisting of 25 lots
zoned R-4. The project is 13(±) acres in size containing one tax parcel: 042305-9142 and
portions of a second tax parcel 042305-9114. The site is located at 2611 Union Ave NE Renton,
Washington 98059 in a portion of Section 4, Township 23 North, Range 5 East, Willamette
Meridian, in the City of Renton, Washington.
The developed portion of the site consists of two single-family homes with driveways and a PSE
easement. Development will take place outside of the PSE Easement and the portion of the site
that will be deeded to the Perkins property.
The site is bordered by single family homes to the North and West, Union Ave NE to the East and
Sierra Heights Elementary School to the South. Onsite soils were found to be a majority classified
as Everett very gravelly sandy loam and Alderwood gravelly sandy loam filling in the edges.
Please refer to the soils map in Section 1, Figure 4. All drainage calculations were modeled as till
soils.
The topography on site is a very steep hillside with slopes of up to 50 percent in some areas. The
site generally slopes to the North with elevations ranging from 342 to 442 across the site. The
project will be mass graded with cuts and fill balanced on site. There is a 100-foot wide PSE
easement that runs through the eastern portion of the site. Portions of the site will be undisturbed
in an attempt to retain as many existing trees as possible.
The proposed drainage facilities are required to meet the requirements of the 2017 Renton
Surface Water Design Manual (RSWDM). The drainage design shall meet at a minimum the
Conservation Flow Control (previously known as Level 2) and Basic Water Quality Treatment.
One detention vault is proposed to address a majority of the stormwater needs of the site while a
detention tank is proposed to address the stormwater that flows off of Road B and Tract B.
Following the detention facilities, the controlled stormwater will be conveyed to a StormFilter for
basic water quality treatment before discharging to an existing drainage system which drains to
May Creek. Please refer to Section 4.0 for detailed drainage calculations.
UPSTREAM DRAINAGE ANALYSIS
The property is located on a hillside and bordered by Union Ave NE to the west, Sierra Heights
Elementary School to the South, two large lots to the east and north. Since the property is on the
hillside that falls south to north the only contributing upstream basin is from the school property
and some portion to the west of the school. The school property consists of the main school
building, a large parking lot and several out buildings located on the eastern portion of the school.
The western portion of the school site is made up of a large baseball field and a forested area
that continues west to the Puget Sound Energy power easement.
The eastern portion of the school contains mainly impervious area. Runoff on this portion of the
site is captured through catch basins, which convey the stormwater to its outflow 24-inch pipe that
flows directly on site. The picture below shows the pipe outlet running onto the site.
18396.003.TIR.doc
The western portion of the school consists entirely of pervious land area. This area flows onto the
site to be developed through sheet flow. For further detail, please refer to Section 1.0, Figure 3 -
Predeveloped Drainage Basin.
18396.003.TIR.doc
TASK 2 – RESOURCE REVIEW
Adopted Basin Plans: May Creek is drains to Lake Washington, part of the Cedar River-Lake
Washington Watershed.
Finalized Drainage Studies: This is not applicable.
Basin Reconnaissance Summary Report: This is not applicable.
Critical Drainage Area Maps: This project will discharge into a storm system that discharges to
May Creek, a Class 2 stream, in the Cedar River-Lake Washington Watershed. Prior to
discharge, stormwater shall be released matching historical forested conditions and treated via a
StormFilter. As a result, no critical areas are to be affected.
Floodplain and Floodway FEMA Maps: Please see the attached FEMA Map (Section 1.0) utilized
for this analysis. As indicated on the map, the site is located in Zone X and is outside of the 500-
year flood plain.
Other Off-Site Analysis Reports: A site investigation was conducted in preparation of this Level 1
Off-Site Drainage Analysis. The United States Department of Agriculture Soils Conservation
Service Map is also provided. See Figure 4 – Soils Map in Section 1.0.
Sensitive Areas Folios: This is not applicable
Road Drainage Problems: This is not applicable.
United States Department of Agriculture King County Soils Survey: Based on the Soils Map for
this area (see Figure 4 – Soils Map Section 1.0), the majority of the site is located in the soils
configuration known as Everett very gravelly sandy loam, with Alderwood gravelly sandy loam
filling in the edges.
Wetland Inventory Map: Using the King County iMAP applications, there is no known wetland on
this project site.
Migrating River Studies: This is not applicable.
18396.003.TIR.doc
TASK 3 – FIELD INSPECTION
Level 1 Off-site Drainage Analysis:
The field reconnaissance for an initial Level 1 Off-site Drainage Analysis was conducted on
November 28, 2017. On the day of the site visit, conditions were rainy and cool. The proposed
vault outfall will connect with the existing conveyance system at the intersection of Union Ave NE
and SE 95th Way. The existing conveyance system then outlets from a pipe to a hillside north of
SE 95th Way which eventually flows to meet Mays Creek at the base of the hill. The 1/4-mile
downstream flow path begins at this outlet point to Mays Creek. Stormwater flows out from an
open 24-inch pipe located several feet below SE 95th Way and travels directly down the hillside
towards Mays Creek. The stormwater leaves the 24-inch pipe and follows the hillside through an
armored path down to Mays Creek. There were no discernable adverse erosion impacts seen at
the 24-inch outlet at the time of the site visit. We followed the Creek further along its flow path
until it was 1/4-mile away from the outlet pipe. The gradient of Mays Creek over this 1/4-mile
threshold is about 15 feet. There were no erosion control issues along the length of this portion of
Mays Creek. In our professional opinion, there will be no adverse impacts to the downstream
system as a result of this project.
3.1 Conveyance System Nuisance Problems (Type 1)
Conveyance system nuisance problems are minor but not chronic flooding or erosion problems
that result from the overflow of a constructed conveyance system that is substandard or has
become too small as a result of upstream development. Such problems warrant additional
attention because of their chronic nature and because they result from the failure of a
conveyance system to provide a minimum acceptable level of protection.
There were no conveyance system nuisance problems observed during the November 28, 2017
site visit. This site will match forested durations for 50 percent of the 2-year through 50-year
peaks, and will provide adequate mitigation to prevent any future drainage complaints as a result
of this proposed site development.
3.2 Severe Erosion Problems (Type 2)
Severe erosion problems can be caused by conveyance system overflow or the concentration of
runoff into erosion-sensitive open drainage features. Severe erosion problems warrant additional
attention because they pose a significant threat either to health and safety, or to public or private
property.
There are no defined drainage channels or ditches that leave the site. All runoff sheet flows from
South to North across the site where it is dispersed into the residential lots eventually flowing to
the conveyance systems on SE 95th Way to the north. The run off will be collected and conveyed
to a detention and water quality facility where it will then be discharged into an existing
conveyance system. This existing conveyance system outlets to an armored hillside where it then
flows down to meet with Mays Creek.
Based on our site visit, there was no evidence of, or potential for, erosion/incision sufficient to
pose a sedimentation hazard downstream within the limits of the study. Reviewing the King
County iMap for drainage complaints it appears that there are no drainage complaints along the
1/4-mile study area within the past 10-years.
18396.003.TIR.doc
TASK 4 – DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS
DOWNSTREAM DRAINAGE ANALYSIS (LEVEL 1)
The field reconnaissance for the Downstream Analysis was conducted on November 28, 2017. It
was during a moderately heavy rainstorm. Around 3/4" of rain was estimated to fall at this time for
the City of Renton area. The site inspection began at the 24-inch pipe outfall beneath the
guardrail at SE 95th Way and then follows Mays Creek downstream for 1/4-mile. During the field
inspection there was no evidence of any erosion control issues or adverse flooding impacts, nor
are there any expected within Mays Creek as a result of this project.
A series of photographs and descriptions documenting the downstream system as part of this
analysis can be found below.
18396.003.TIR.doc
The above two photos show the 24-inch outlet pipe below the guardrail along SE 95th Way. The
outlet is located several feet below the existing roadway. There is a considerable amount of
vegetation around the outlet. At the time of the site visit there was no visible flow leaving the
outlet pipe.
Above is a photo taken from the 24-inch outlet pipe showing the downhill slope that flows down to
Mays Creek. The slope is heavily vegetated with a path of quarry spalls that leads from the outlet
pipe to protect the slope from erosion. The quarry spalls (pictured below) are scattered along the
hill but are generally concentrated along a flow path down the hillside.
18396.003.TIR.doc
Based on the observations made during this investigation, and the fact that the detention facilities
on site are providing Flow Control Duration Matching Forested Condition Areas and Basic Water
Quality treatment, its determined that this project will have no adverse effects on the downstream
system.
For visual reference of the downstream flow path covered in this Downstream Analysis, please
refer to Figure 8 – Downstream Basin Map located within this section of the report.
Tab 4.0
18396.003.TIR.doc
4.0 FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN
This section contains the following information:
4.1 Existing Site Hydrology
4.2 Developed Site Hydrology
4.3 Performance Standards
4.4 Flow Control System
4.5 Water Quality System
18396.003.TIR.doc
4.1 Existing Site Hydrology
The project site is located on the forested hillside West of Union Ave NE and South of Sierra
Heights Elementary School. A 100' PSE Easement bisects the property on the western portion of
the site. Stormwater generally lands on the site and flows from the South to the North down the
hillside and onto the abutting southern properties. There is a catch basin along Union Ave NE in the
Southeast corner of the site that drains stormwater from the School to the south onto the site. This
forms a small creek that flows down the hill and disperses across the site. The proposed detention
systems will be used to mitigate all the stormwater on site and discharge it downstream on Union
Ave NE. For the purposes of modeling, the existing basin area will be modeled as till forest with
moderate slope totaling 10.64 acres.
18396.003.TIR.doc
4.2 Developed Site Hydrology
When completed the Forest Terrace development will result in 25 new single-family homes. New
impervious surfaces will include roadways, sidewalks, driveways, and roof areas. The project will
be providing landscaped pervious areas, drainage facilities, and tree retention areas. The offsite
stormwater that drains onto the site will be routed around the site down Union Ave NE and will
connect back with the outfall catch basin. Due to the relative onsite elevations the stormwater will
be sent to one of two detention systems located on site.
Stormwater generated by Road B in the center of the site will be routed to a detention tank in
Tract B. A conveyance system consisting of catch basins and storm pipes will be constructed to
collect drainage from the road and route it to the detention tank.
The remaining stormwater generated by the lots and remaining roads will be routed to a detention
vault located in Tract A. A conveyance system consisting of catch basins and storm pipes will be
constructed on the roadways to collect drainage from impervious areas and lots. All rooftop areas
are to be routed to the front of the lots and tight lined to the stormwater conveyance system. The
proposed detention vault has been sized for Conservation Flow Control Areas to mitigate
potential downstream erosion hazards. The detention vault will flow to a control structure that will
match the predeveloped discharge rates from 50 percent of the 2-year peak flow and up to the full
50-year peak flow.
Water quality will be provided for the entire site though a single StormFilter located downstream
of the detention tank and detention vault. Please refer to section 4.5 for further detail regarding
water quality treatment details and sizing information.
This project will be implementing BMP's for individual lots and plat infrastructure improvements in
order to satisfy Core Requirement #9. Due to the poor infiltration capacity of onsite soils the
proposed detention facilities were sized assuming no treatment credit from these BMP's. As there
is no treatment credit assigned to the Individual lot BMP's, further discussion of the type of BMP
and their implementation will be addressed with the acquisition of the Building Permits.
The plat infrastructure BMP's will address runoff from roads and sidewalks within the Right-of-
Way. Due to the size of the proposed roads and sidewalk system, the relative elevation difference
onsite and the lack of viable undeveloped land, full dispersion was deemed not feasible for this
site. Both limited and full infiltration methods were also deemed infeasible per the results of the
geotechnical report, which is included in Section 6.1 of this TIR. Therefore, Bioretention facilities
will be proposed wherever possible in the planters along onsite road systems. Road B slopes
down at 15 percent in order to meet existing grade and therefore cannot support any Bioretention
facility which requires slopes at 8 percent or less. Road A has maximum road slopes of 6 percent
in some areas and can thus support the gentle slopes required for Bioretention swales. The
Bioretention swales will be proposed for wherever they can fit between driveways, street tree,
streetlights, and fire hydrants proposed within the planter. Each swale will receive runoff from
Road A through curb breaks and overflow will be drained into a catch basin which will route
stormwater to the site detention facility.
In addition to these Bioretention BMP's, all lots will provide perforated stub out connections when
tight lined to the proposed stormwater conveyance system.
FOREST TERRACE
F
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18396.003.TIR.doc
The basin areas that are tributary to the detention tank and detention vault are as follows:
Detention Vault
Impervious Pervious Total Area
5.32 Ac(1)5.13 Ac(2)10.45 Ac
Notes:
1. Roads and Sidewalks = 2.14 Ac
Lot Area @ 55% impervious = 3.18 Ac
2. Modeled as till grass = 5.13 Ac
Detention Tank
Impervious Pervious Total Area
0.19 Ac(1)0.00 Ac(2)0.19 Ac
Notes:
3. Roads and Sidewalks = 0.19 Ac
4. There is no contributing pervious area
For detention tank and detention pond WWHM2012 design calculations please refer to section
4.4. For Water Quality facility sizing information, please see section 4.5.
18396.003.TIR.doc
4.3 Performance Standards
Within the property the on-site soils are entirely till soils. A geotechnical analysis revealed that the
delineated basin is unsuitable for infiltration. Please refer to the Geotechnical Report for
Vandermay by Terra Associates, Inc. dated July 19, 2017. The WWHM2012 program was used
to size the detention facilities. The detention facilities were sized for Conservation Flow Control
based on the requirements of the 2017 RSWDM. Please see the WWHM2012 calculations
located in Section 4.4 (Flow Control System) of this report.
Per Core requirement #9 this project will be providing BMP’s for individual lots and on-site roads.
The proposed BMP's will not be used for any sizing or treatment credits for the detention or water
quality facilities proposed. The proposed detention and water quality facilities have been sized for
the full site.
This project is required to provide Basic Water Quality and will do so via a StormFilter designed
following the 2017 RSWDM. See Section 4.5 (Water Quality System) for more detail.
18396.003.TIR.doc
4.4 Flow Control System
Flow control is provided by a Detention Vault that was sized to take in the storm water from all the
onsite lots, all of Road A, the frontage area and Tracts A and F. The Detention Tanks were sized
to take in the storm water runoff from Road B. WWHM2012 was used to size the detention
facilities. Please refer to the WWHM2012 computations included within this section of the report.
The required and provided volumes for the Detention Vault and Detention Tanks are as follows:
Tract A - Detention Vault Volume
Required Provided
102,714 CF 166,530 CF
Tract B - Detention Tank Volume
Required Provided
4,356 CF 4,378 CF
The control structure and riser within the Detention Vault have been sized to overtop the 100-year
unmitigated release rate of 7.25 CFS should the control structure's orifices become plugged or
fail.
Peak design flows for the predeveloped, developed and mitigated developed site area as follows:
Detention Vault - Design Flow Rates (CFS)
Peak Flows Predeveloped Developed Mitigated
Developed
2-year 0.43 3.01 0.23
10-year 0.97 4.74 0.60
100-year 1.93 7.25 1.51
Detention Tanks - Design Flow Rates (CFS)
Peak Flows Predeveloped Developed Mitigated
Developed
2-year 0.008 0.1 0.004
10-year 0.017 0.15 0.01
100-year 0.035 0.21 0.03
18396.003.TIR.doc
4.5 Water Quality System
Water Quality Facilities proposed for the project will be sized in accordance with the 2017
RSWDM for providing Basic Water Quality Treatment. A single water quality facility is being
proposed and is located within Tract A. Basic water quality will be provided with a StormFilter.
StormFilter has been approved for Basin Water Quality through Washington State Department of
Ecology GULD. The StormFilter will be installed directly downstream of the Detention Vault and
Detention Tank. Per the RSWDM the StormFilter has been sized to treat the combined 2-year
release rate from the Detention Vault (0.23 CFS) and Detention Tank (0.004 CFS) of 0.24 CFS.
The StormFilter vault is fitted with a weir to bypass the flows higher than the 2-year flows up to
the unmitigated 100-year release rate of 7.25 CFS. The basin breakdown is as follows:
Detention Vault
Impervious Pervious Total Area
5.32 Ac(1) 5.13 Ac(2) 10.45 Ac
Notes:
1. Roads and Sidewalks = 2.14 Ac
Lot Area @ 55% impervious = 3.18 Ac
2. Modeled as till grass = 5.13 Ac
Detention Tank
Impervious Pervious Total Area
0.19 Ac(1) 0.00 Ac(2) 0.19 Ac
Notes:
3. Roads and Sidewalks = 0.19 Ac
4. There is no contributing pervious area
The GULD sizing information for StormFilter has been included within this section. Detailed
sizing of the StormFilter will be provided during final engineering. Alternative methods of providing
water quality may also be utilized during final engineering if accepted by the City.
Tab 5.0
18396.003.TIR.doc
5.0 CONVEYANCE SYSTEM ANALYSIS AND DESIGN
The on-site conveyance system will be designed in accordance with the 2017 RSWDM. The
proposed conveyance system for this project is curb, gutter, catch basins, and storm drainage
pipe. The storm drainage pipe used will consist of smooth-walled corrugated polyethylene pipe
with a Manning's roughness coefficient of 0.014.
100-year conveyance calculations for the pipes will be completed using the rational method. The
design intent of the conveyance system is to fully accommodate the 100-year storm event flowing
at full condition. Conveyance calculations will be provided during final engineering.
Tab 6.0
18396.003.TIR.doc
6.0 SPECIAL REPORTS AND STUDIES
6.1 Geotechnical Report for Vandermay prepared by Terra Associates, Inc. dated July 19, 2017
6.2 Arborist Report by Tree Solutions, Inc. dated December 15, 2017
SITE
Environmental Earth Sciences
Terra
Associates, Inc.
Consultants in Geotechnical Engineering
Geology and Figure 1
VICINITY MAP
0 2000 4000
APPROXIMATE SCALE IN FEET
Proj.No. T-7677 Date: JULY 2017
RENTON, WASHINGTON
VANDERMAY
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REFERENCE:REFERENCE ONLY AND SHOULD NOT BE USED FORDESIGN OR CONSTRUCTION PURPOSES.DIMENSIONS ARE APPROXIMATE. IT IS INTENDED FOR NOTE:THIS SITE PLAN IS SCHEMATIC. ALL LOCATIONS AND
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Proj.No. T-7677 Date: JULY 2017
RENTON, WASHINGTON
VANDERMAY
Environmental Earth Sciences
Terra
Associates, Inc.
Consultants in Geotechnical Engineering
Geology and
TYPICAL SLOPE KEY AND BENCH DETAIL
Figure 3
NOT TO SCALE
6' (MIN.)
2
1
EXISTING
SLOPE TOE
NOTES:
1)STRUCTURAL FILL SHALL BE COMPACTED TO A MINIMUM OF 95%
OF ASTM D 698 MAXIMUM DRY DENSITY VALUE.
TOE OF NEW
FILL EMBANKMENT
KEYWAY
6' (MIN.)
2' (MIN.)
1
1
STRUCTURAL FILL
(SEE NOTE 1)
TYPICAL SLOPE BENCH
CLEARED AND STRIPPED
NATIVE GROUND
1
1
2)DRAINS SHALL CONSIST OF 6" DIA. PERFORATED PVC PIPE ENVELOPED
IN 1 cu ft OF 3/4" WASHED GRAVEL. DRAIN PIPE SHALL BE DIRECTED TO
KEYWAY DRAIN
(SEE NOTE 2)
THE STORM DRAIN SYSTEM OR APPROVED POINT OF DISCHARGE.
(SEE NOTE 3)
3)ADDITIONAL BENCHES AND BENCH DRAINS MAY BE REQUIRED
BASED ON FIELD EVALUATION BY THE GEOTECHNICAL ENGINEER.
12"
COMPACTED
STRUCTURAL FILL
EXCAVATED SLOPE
(SEE REPORT TEXT
FOR APPROPRIATE
INCLINATIONS)
SLOPE TO DRAIN
12" MINIMUM 3/4"
MINUS WASHED
GRAVEL
3" BELOW PIPE
12" OVER PIPE
4" DIAMETER PERFORATED PVC PIPE
SEE NOTE
6"(MIN.)
NOT TO SCALE
NOTE:
MIRADRAIN G100N PREFABRICATED DRAINAGE PANELS OR SIMILAR
PRODUCT CAN BE SUBSTITUTED FOR THE 12-INCH WIDE GRAVEL
DRAIN BEHIND WALL. DRAINAGE PANELS SHOULD EXTEND A MINIMUM
OF SIX INCHES INTO 12-INCH THICK DRAINAGE GRAVEL LAYER
OVER PERFORATED DRAIN PIPE.
Environmental Earth Sciences
Terra
Associates, Inc.
Consultants in Geotechnical Engineering
Geology and
TYPICAL WALL DRAINAGE DETAIL
Figure 4Proj.No. T-7677 Date: JULY 2017
RENTON, WASHINGTON
VANDERMAY
Environmental Earth Sciences
Terra
Associates, Inc.
Consultants in Geotechnical Engineering
Geology and
MAJOR DIVISIONS LETTER
SYMBOL TYPICAL DESCRIPTION
GRAVELS
More than 50%
of coarse fraction
is larger than No.
4 sieve
Clean
Gravels (less
than 5%
fines)
GW Well-graded gravels, gravel-sand mixtures, little or no fines.
GP Poorly-graded gravels, gravel-sand mixtures, little or no fines.
Gravels with
fines
GM Silty gravels, gravel-sand-silt mixtures, non-plastic fines.
GC Clayey gravels, gravel-sand-clay mixtures, plastic fines.
SANDS
More than 50%
of coarse fraction
is smaller than
No. 4 sieve
Clean Sands
(less than
5% fines)
SW Well-graded sands, sands with gravel, little or no fines.
SP Poorly-graded sands, sands with gravel, little or no fines.
Sands with
fines
SM Silty sands, sand-silt mixtures, non-plastic fines.
SC Clayey sands, sand-clay mixtures, plastic fines.
SILTS AND CLAYS
Liquid Limit is less than 50%
ML Inorganic silts, rock flour, clayey silts with slight plasticity.
CL Inorganic clays of low to medium plasticity. (Lean clay)
OL Organic silts and organic clays of low plasticity.
SILTS AND CLAYS
Liquid Limit is greater than 50%
MH Inorganic silts, elastic.
CH Inorganic clays of high plasticity. (Fat clay)
OH Organic clays of high plasticity.
HIGHLY ORGANIC SOILS PT Peat.
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DEFINITION OF TERMS AND SYMBOLS
CO
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Standard Penetration
Density Resistance in Blows/Foot
Very Loose 0-4
Loose 4-10
Medium Dense 10-30
Dense 30-50
Very Dense >50
Standard Penetration
Consistancy Resistance in Blows/Foot
Very Soft 0-2
Soft 2-4
Medium Stiff 4-8
Stiff 8-16
Very Stiff 16-32
Hard >32
2" OUTSIDE DIAMETER SPILT SPOON SAMPLER
2.4" INSIDE DIAMETER RING SAMPLER OR
SHELBY TUBE SAMPLER
WATER LEVEL (Date)
Tr TORVANE READINGS, tsf
Pp PENETROMETER READING, tsf
DD DRY DENSITY, pounds per cubic foot
LL LIQUID LIMIT, percent
PI PLASTIC INDEX
N STANDARD PENETRATION, blows per foot
UNIFIED SOIL CLASSIFICATION SYSTEM
Figure A-1Proj.No. T-7677 Date: JULY 2017
RENTON, WASHINGTON
VANDERMAY
2940 Westlake Ave. N (Suite #200) · Seattle, WA 98109 · Phone 206.528.4670
www.tr ee solut ion s. net
Project No. TS - 5487
Arborist Report
TO: Pulte Group, Kyle Lublin
SITE: Forest Terrace - 2611 Union Ave NE, Renton, WA 98059
RE: Tree Inventory & Assessment
DATE: December 15, 2017
PROJECT ARBORISTS: Katie Hogan
ISA Certified Arborist #PN-8078A
ISA Qualified Tree Risk Assessor
Katherine Taylor
ISA Certified Arborist #PN-8022A
ISA Qualified Tree Risk Assessor
ATTACHED: Table of Trees; Preliminary Grading Plan: Sheet 7
Summary
One-thousand and twenty-four (1024) significant trees were inventoried and assessed at the above-
addressed site; thirty-three (33) of which meet Landmark status. The city of Renton defines a significant
tree as any tree six (6) inches or greater in diameter at standard height (DSH), except red alder (Alnus
rubra) and black cottonwood (Populus trichocarpa) which must be eight (8) inches or greater. A
Landmark tree is defined as any tree thirty (30) inches DSH or greater.
Twenty-seven (27) trees addressed in this report were not inventoried and assessed by Tree Solutions,
Inc. These trees were collected by the land surveyor after the initial tree inventory. Thirty-two (32) trees
were also assessed that are adjacent to the property and have canopies overhanging the project site.
The site is 584,380 square feet (13.4 acres) and is located in an R-4 Zone within the city of Renton. Based
on the Renton Municipal Code (RMC) 4.4.130, land development in R-4 Zoning is required to retain
thirty (30) percent of viable significant trees on site.
Thirty-nine (39) trees were determined to be potentially nonviable due to being in poor health and/or
structural condition. These trees were not included in the tree retention and replacement calculations
for this project but should be retained if they are in forest settings and do not present risk to the
surrounding area.
One-hundred and thirty-eight (138) trees are proposed for removal as part of a right-of-way (ROW)
improvement requirement requested by the City. Trees removed within areas of mandatory ROW
improvements do not require replacement.
Arborist Report - Pulte Group – Forest Ridge
12.15.2017 page 2 of 12
2940 Westlake Ave. N #200 · Seattle, WA 98109 · Phone 206.528.4670
www.tr ee solut ion s. net
After considering nonviable and ROW trees, the total number of viable site trees within the project area
is eight-hundred and forty-seven (847) trees. Currently, one-hundred and nineteen (119) trees are
proposed for retention which is below the 30 percent requirement for this site.
The majority of the trees proposed for retention are along the southern property boundary. Based on
the proposed plans, a large grove of trees will be preserved south of the slated development. When
considering tree retention, the likelihood of windthrow following adjacent tree removals should be
evaluated. Following tree removal, trees that were previously sheltered within a grove can become
more prone to whole tree failure. Trees that will be the new forest edge should be healthy trees with
good structure and large canopies.
Furthermore, there are several trees proposed for retention where the limits of grading encroaches
slightly within the tree protection area (drip line radius). These trees should be individually evaluated by
the project arborist to determine if the proposed grading activities will impact the long-term viability of
the tree. Tree viability is highly site specific and often depends on soil depth, root characteristics, and
species tolerance to disturbances. All construction activities that will occur with the drip line for
protected trees will be monitored by the project arborist.
When the minimum tree retention is not met, the City may require that protected trees be replaced at a
rate of twelve (12) caliper inches of new trees for each tree removed beyond the minimum requirement
(RMC 4.4.130). Replacement trees must have a minimum caliper size of two (2) inches diameter;
effectively resulting in six (6) new replacement trees for each tree removed on site. Up to fifty (50)
percent of the landscape trees required per RMC 4.4.070 may contribute to replacement trees on site.
Alternatively, if the tree replacement requirements cannot be satisfied on the site due to spatial
constraints, the City may allow payment in-lieu to the City’s Urban Forestry fund. The payment amount
shall be determined by the City.
Based on the current site plans, six-hundred and eighty-two (682) trees are required to replace trees
removed from the project area. This number includes the landscape tree allowance described above.
All trees proposed for retention should have tree protection measures implemented pursuant to the
RMC 4.4.130. This includes the protection of trees adjacent to the site that have drip lines (canopies)
overlapping the development site. Trees should be preserved in continuous groves wherever feasible to
preserve healthy soil conditions.
Arborist Report - Pulte Group – Forest Ridge
12.15.2017 page 3 of 12
2940 Westlake Ave. N #200 · Seattle, WA 98109 · Phone 206.528.4670
www.tr ee solut ion s. net
Assignment & Scope of Report
This report outlines the site inspection by Tree Solutions Inc. in July of 2016. We were asked to visit the
site and inventory the significant trees on site. We were asked to produce an Arborist Report
documenting our findings and recommendations. Kyle Lublin, of Pulte Group, requested these services
to determine project feasibility.
Specifics for each tree can be found in the attached Table of Trees. A Preliminary Grading Plan is also
attached. An aerial view of the site is included in Figure 2. Photographs, a glossary and list of references
follow the report. Limits of assignment can be found in Appendix A. Methods can be found in Appendix
B. Assumptions and limiting conditions can be found in Appendix C.
Observations
The Site and History
The 584,380 square foot (13.4 acre) site is heavily forested. One single-family house exists in the
southeast corner of the property and a utility corridor with high voltage powerlines run from north to
south near the western property edge.
The Trees
The trees species composition consists mostly of native trees including western redcedar (Thuja plicata),
Douglas-fir (Pseudotsuga menziesii), bigleaf maple (Acer macrophyllum), black cottonwood (Populus
trichocarpa), bitter cherry (Prunus emarginata), and red alder (Alnus rubra).
The majority of the trees assessed were found to be in good to fair health and structural condition. We
identified 39 trees that were in poor condition due to health or structural issues.
Adjacent Trees
Thirty-two trees adjacent to the subject site were assessed due to having canopies that overlap property
lines. Most of these trees appeared to be in good condition. We noted several clusters of trees adjacent
to the property. These trees were found on all sides of the site, primarily along the south and north
property lines.
Discussion
Tree Protection
Denser forests that do not have multiple tiers of vegetation at varying heights typically include trees
with low live crown ratios and smaller crowns overall. Smaller crown size to overall height can reduce
the ability of a tree to dampen forces which can in turn increase susceptibility to windthrow.
When considering development for this site, trees that are more open grown with higher live crown
ratios are more likely to tolerate new exposure that results from adjacent tree removals. This should be
taken into consideration when determining whether a tree would have a safe and useful life expectancy
after development has occurred.
Arborist Report - Pulte Group – Forest Ridge
12.15.2017 page 4 of 12
2940 Westlake Ave. N #200 · Seattle, WA 98109 · Phone 206.528.4670
www.tr ee solut ion s. net
Wherever possible, clusters of trees should be preserved rather than individual trees. Isolated trees that
are desired to be retained should be evaluated on a case-by-case basis to determine whether they
would be predisposed to windthrow.
Twelve trees are located at the edge of proposed grading activities; trees 36, 78, 202, 252, 253, 254,
255, 262, 284, 305, 817, and 925. Slight encroachment within the drip line area of these trees may be
feasible if careful tree protection measures are implemented. All work within the canopy areas of these
trees should be monitored by the project arborist.
For trees that are to be retained, tree protection measures should be implemented to ensure viability.
This includes the installation of protection fencing where no disturbance is to occur. Heavy materials or
equipment should not be stored within tree protection areas to avoid soil compaction. Additional tree
protection measures as outlined in the Renton Municipal Code are included below.
Tree Replacement
In order to satisfy development standards outlined in the RMC 4.4.130, 30 percent of viable trees on site
are required for retention. If this requirement is not met due to site constraints, the City may require
that protected trees be replaced at a rate of twelve (12) caliper inches of new trees for each tree
removed beyond the minimum requirement (RMC 4.4.130). Replacement trees must have a minimum
caliper size of two (2) inches diameter; effectively resulting in six (6) new replacement trees for each
tree removed on site. Fifty (50) percent of the landscape trees required per RMC 4.4.070 may contribute
to replacement trees on site.
The City may also allow payment in-lieu to the City’s Urban Forestry fund. The value of each tree is
determined by the City and approximates the current market value of the replacement trees. Approval
from the City is required prior to using this alternative.
Based on the current site plans, six-hundred and eighty-two (682) trees are required to replace trees
removed from the project area. This number includes the landscape tree allowance described above.
Specific details regarding these calculations is shown below in Figure 1.
Arborist Report - Pulte Group – Forest Ridge
12.15.2017 page 5 of 12
2940 Westlake Ave. N #200 · Seattle, WA 98109 · Phone 206.528.4670
www.tr ee solut ion s. net
Figure 1. Replacement Tree Table
Total Viable Site Trees 847
30 % Retention Trees 254
Proposed Retained Trees 119
Trees Requiring Replacement 135
Replacement Trees 811
Proposed Landscape Trees 254
50 % Landscape Tree
Allowance
129
Total Replacement Trees
Required
682
Significant trees are to be replaced at a 6:1 ratio. This ratio was calculated by dividing the required caliper inches
(12) of new trees for each tree removed by the minimum caliper size required for all new trees (2).
Replacement Tree Calculations
30 Percent Tree Retention Requirement: 847 x 0.30 = 254 trees
Remaining Trees Requiring Replacement: 254 – 119 = 135 trees
Replacement Trees Required: 135 x (12/2) = 811 trees*
*rounded up from 810.6
Landscape Tree Allowance (RMC 4.4.070): 254 x 0.5 = 129 trees*
*rounded up from 128.5
Replacement Trees Required after Landscape Tree Allowance: 811 – 129 = 682 replacement trees
Recommendations
• Retain clusters of healthy trees wherever feasible to decrease chance of windthrow and
preserve healthy soil conditions.
• Retain mature, healthy conifers and their native understory species where possible.
• Maintain trees free of invasive species, and carefully remove invasive plants on the ground
wherever possible.
• Leave trees as wildlife snags wherever possible.
• Tree protection areas should be established prior to the commencement of site work activities,
and maintained throughout all phases of development until completion. See Protection
Measures During Construction RMC 4.4.130 below for more details.
o Project arborist shall be on site monitoring any ground disturbance work within the drip
line of protected trees.
• Obtain all necessary permits prior to any site work commencement.
Arborist Report - Pulte Group – Forest Ridge
12.15.2017 page 6 of 12
2940 Westlake Ave. N #200 · Seattle, WA 98109 · Phone 206.528.4670
www.tr ee solut ion s. net
Protection Measures During Construction (RMC 4.4.130)
a. Construction Storage Prohibited: The applicant may not fill, excavate, stack or store any equipment,
dispose of any materials, supplies or fluids, operate any equipment, install impervious surfaces, or
compact the earth in any way within the area defined by the drip line of any tree to be retained.
b. Fenced Protection Area Required: Prior to development activities, the applicant shall erect and
maintain six-foot (6') high chain link temporary construction fencing around the drip lines of all retained
trees or at a distance surrounding the tree equal to one and one-quarter feet (1-1/4') for every one inch
(1") of trunk caliper, whichever is greater, or along the perimeter of a tree protection tract. Placards
shall be placed on fencing every fifty feet (50') indicating the words, “NO TRESPASSING – Protected
Trees,” or on each side of the fencing if less than fifty feet (50'). Site access to individually protected
trees or groups of trees shall be fenced and signed. Individual trees shall be fenced on four (4) sides. In
addition, the applicant shall provide supervision whenever equipment or trucks are moving near trees.
c. Protection from Grade Changes: If the grade level adjoining to a tree to be retained is to be raised,
the applicant shall construct a dry rock wall or rock well around the tree. The diameter of this wall or
well must be equal to the tree’s drip line.
d. Impervious Surfaces Prohibited within the Drip Line: The applicant may not install impervious
surface material within the area defined by the drip line of any tree to be retained.
e. Restrictions on Grading within the Drip Lines of Retained Trees: The grade level around any tree to
be retained may not be lowered within the greater of the following areas: (i) the area defined by the
drip line of the tree, or (ii) an area around the tree equal to one and one-half feet (1-1/2') in diameter
for each one inch (1") of tree caliper. A larger tree protection zone based on tree size, species, soil, or
other conditions may be required. (Ord. 5676, 12-3-2012)
f. Mulch Layer Required: All areas within the required fencing shall be covered completely and evenly
with a minimum of three inches (3") of bark mulch prior to installation of the protective fencing.
Exceptions may be approved if the mulch will adversely affect protected ground cover plants. (Ord.
5676, 12-3-2012)
g. Monitoring Required during Construction: The applicant shall retain a certified arborist or licensed
landscape architect to ensure trees are protected from development activities and/or to prune branches
and roots, fertilize, and water as appropriate for any trees and ground cover that are to be retained.
h. Alternative Protection: Alternative safeguards may be used if determined to provide equal or greater
tree protection. (Ord. 5676, 12-3-2012; Ord. 5841, 6-12-2017)
Arborist Report - Pulte Group – Forest Ridge
12.15.2017 page 7 of 12
2940 Westlake Ave. N #200 · Seattle, WA 98109 · Phone 206.528.4670
www.tr ee solut ion s. net
Site Map
Figure 2. Aerial photograph of the subject site. Source: King County iMap, accessed 12.15.2017.
Photographs
Photo 1. View from the school parking lot toward the south property boundary. Photo shows typical forest density
and species composition.
Arborist Report - Pulte Group – Forest Ridge
12.15.2017 page 8 of 12
2940 Westlake Ave. N #200 · Seattle, WA 98109 · Phone 206.528.4670
www.tr ee solut ion s. net
Glossary
chlorotic: foliage with whitish or yellowish discoloration caused by lack of chlorophyll
codominant stems: stems or branches of nearly equal diameter, often weakly attached (Matheny et al.
1998)
cracks: defects in trees that, if severe, may pose a risk of tree or branch failure (Lilly 2001)
crown: the aboveground portions of a tree (Lilly 2001)
crown cleaning: selective pruning to remove one or more of the following parts: dead, diseased, and/or
broken branches (ANSI A300)
DBH or DSH: diameter at breast or standard height; the diameter of the trunk measured 54 inches (4.5
feet) above grade (Matheny et al. 1998)
deciduous: tree or other plant that loses its leaves sometime during the year and stays leafless
generally during the cold season (Lilly 2001)
epicormic: arising from latent or adventitious buds (Lilly 2001)
evergreen: tree or plant that keeps its needles or leaves year round; this means for more than one
growing season (Lilly 2001)
ISA: International Society of Arboriculture
included bark: bark that becomes embedded in a crotch between branch and trunk or between
codominant stems and causes a weak structure (Lilly 2001)
lateral: secondary or subordinate branch (Lilly 2001)
level(s) of assessment: categorization of the breadth and depth of analysis used in an assessment (ISA
2013)
mitigation: process of reducing damages or risk (Lilly 2001)
moment: a turning, bending, or twisting force exerted by a lever, defined as the force (acting
perpendicular to the lever) multiplied by the length of the lever (ISA 2013)
monitoring: keeping a close watch; performing regular checks or inspections (Lilly 2001)
owner/manager: the person or entity responsible for tree management or the controlling authority
that regulates tree management (ISA 2013)
pathogen: causal agent of disease (Lilly 2001)
phototropic growth: growth toward light source or stimulant ( Harris et al.1999)
retain and monitor: the recommendation to keep a tree and conduct follow-up assessments after a
stated inspection interval (ISA 2013)
significant size: a tree measuring 6” DSH or greater, with the exception of alder or cottonwood trees
which must be 8” or greater
snag: a tree left partially standing for the primary purpose of providing habitat for wildlife
structural defects: flaws, decay, or other faults in the trunk, branches, or root collar of a tree,
whichmay lead to failure (Lilly 2001)
Visual Tree Assessment (VTA): method of evaluating structural defects and stability in trees by noting
the pattern of growth. Developed by Claus Mattheck (Harris, et al 1999)
Arborist Report - Pulte Group – Forest Ridge
12.15.2017 page 9 of 12
2940 Westlake Ave. N #200 · Seattle, WA 98109 · Phone 206.528.4670
www.tr ee solut ion s. net
References
ANSI A300 (Part 1) – 2008 American National Standards Institute. American National Standard for Tree
Care Operations: Tree, Shrub, and Other Woody Plant Maintenance: Standard Practices (Pruning).
New York: Tree Care Industry Association, 2008.
Dunster & Associates Environmental Consultants Ltd. Assessing Trees in Urban Areas and the Urban-
Rural Interface, US Release 1.0. Silverton: Pacific Northwest Chapter ISA, 2006
Lilly, Sharon. Arborists’ Certification Study Guide. Champaign, IL: The International Society of
Arboriculture, 2001.
Matheny, Nelda and James R. Clark. Trees and Development: A Technical Guide to Preservation of Trees
During Land Development. Champaign, IL: International Society of Arboriculture, 1998.
Mattheck, Claus and Helge Breloer, The Body Language of Trees.: A Handbook for Failure Analysis.
London: HMSO, 1994.
Arborist Report - Pulte Group – Forest Ridge
12.15.2017 page 10 of 12
2940 Westlake Ave. N #200 · Seattle, WA 98109 · Phone 206.528.4670
www.tr ee solut ion s. net
Appendix A - Limits of Assignment
Unless stated otherwise: 1) information contained in this report covers only those trees that were
examined and reflects the condition of those trees at the time of inspection; and 2) the inspection is
limited to visual examination of the subject trees without dissection, excavation, probing, climbing, or
coring unless explicitly specified. There is no warranty or guarantee, expressed or implied, that
problems or deficiencies of the subject trees may not arise in the future.
Tree Solutions did not review any reports or perform any tests related to the soil located on the subject
property unless outlined in the scope of services. Tree Solutions staff are not and do not claim to be
soils experts. An independent inventory and evaluation of the site’s soil should be obtained by a
qualified professional if an additional understanding of the site’s characteristics is needed to make an
informed decision.
A Hazard Tree is defined as a tree that has been assessed and determined to have characteristics that
make it an unacceptable risk for continued retention. A hazard tree, or a hazardous component, exist
when the sum of the risk factors equals or exceeds a predetermined threshold of risk. The
predetermined threshold for risk and the actions required to reduce the risk below that threshold is
established by the risk manager.
As a Qualified Tree Risk Assessor, my job is to provide the risk manager, in most cases the property
owner, with technical information required to make informed decisions. The risk manager must make
the decision about how to implement the actions required to reduce risk to acceptable levels.
Arborist Report - Pulte Group – Forest Ridge
12.15.2017 page 11 of 12
2940 Westlake Ave. N #200 · Seattle, WA 98109 · Phone 206.528.4670
www.tr ee solut ion s. net
Appendix B - Methods
We evaluated tree health and structure utilizing visual tree assessment (VTA) methods. The basis behind
VTA is the identification of symptoms, which the tree produces in reaction to a weak spot or area of
mechanical stress. A tree reacts to mechanical and physiological stresses by growing more vigorously to
reinforce weak areas, while depriving less stressed parts (Mattheck & Breloer 1994). An understanding
of the uniform stress allows us to make informed judgments about the condition of a tree.
We measured the diameter at standard height (DSH) of each tree, typically at 54 inches above grade.
If a tree had multiple stems, we measured each stem individually at standard height and determined a
single-stem equivalent diameter by using the method outlined in the Guide for Plant Appraisal, 9th
Edition.
Tree health considers crown indicators including foliar density, size, color, stem shoot extensions, decay,
and damage. We have adapted our ratings based on the Purdue University Extension Formula Values for
health condition. These values are a general representation used to assist in arborists in assigning ratings.
Tree health needs to be evaluated on an individual basis and may not always fall entirely into a single
category, however, I assigned a single condition rating for ease of clarity.
Excellent
Perfect specimen with excellent form and vigor, well-balanced crown. Normal to exceeding shoot length
on new growth. Leaf size and color normal. Trunk is sound and solid. Root zone undisturbed. No apparent
pest problems. Long safe useful life expectancy for the species.
Good
Imperfect canopy density in few parts of the tree, up to 10 percent of the canopy. Normal to less than ¾
of typical growth rate of shoots and minor deficiency in typical leaf development. Few pest issues or
damage, and if they exist they are controllable or tree is reacting appropriately. Normal branch and stem
development with healthy growth. Safe useful life expectancy typical for the species.
Fair
Crown decline and dieback up to 30 percent of the canopy. Leaf color is somewhat chlorotic/necrotic with
smaller leaves and “off” coloration. Shoot extensions indicate some stunting and stressed growing
conditions. Stress cone crop is clearly visible. Obvious signs of pest problems contributing to a lesser
condition. Control might be possible. I found some decay areas in the main stem and branches. Below
average safe useful life expectancy
Poor
Lacking full crown, more than 50 percent decline and dieback, especially affecting larger branches.
Stunting of shoots is obvious with little evidence of growth on smaller stems. Leaf size and color reveals
overall stress in the plant. Insect or disease infestation may be severe and uncontrollable. Extensive decay
or hollows in branches and trunk. Short safe useful life expectancy.
Tree health condition ratings have been adapted from the Purdue University Extension bulletin FNR-473-
W - Tree Appraisal
Arborist Report - Pulte Group – Forest Ridge
12.15.2017 page 12 of 12
2940 Westlake Ave. N #200 · Seattle, WA 98109 · Phone 206.528.4670
www.tr ee solut ion s. net
Appendix C - Assumptions & Limiting Conditions
1. Consultant assumes that any legal description provided to Consultant is correct and that title to
property is good and marketable. Consultant assumes no responsibility for legal matters. Consultant
assumes all property appraised or evaluated is free and clear, and is under responsible ownership and
competent management.
2. Consultant assumes that the property and its use do not violate applicable codes, ordinances, statutes
or regulations.
3. Although Consultant has taken care to obtain all information from reliable sources and to verify the
data insofar as possible, Consultant does not guarantee and is not responsible for the accuracy of
information provided by others.
4. Client may not require Consultant to testify or attend court by reason of any report unless mutually
satisfactory contractual arrangements are made, including payment of an additional fee for such
Services as described in the Consulting Arborist Agreement.
5. Unless otherwise required by law, possession of this report does not imply right of publication or use
for any purpose by any person other than the person to whom it is addressed, without the pr ior
express written consent of the Consultant.
6. Unless otherwise required by law, no part of this report shall be conveyed by any person, including
the Client, the public through advertising, public relations, news, sales or other media without the
Consultant‘s prior express written consent.
7. This report and any values expressed herein represent the opinion of the Consultant, and the
Consultant’s fee is in no way contingent upon the reporting of a specific value, a stipulated result, the
occurrence of a subsequent event or upon any finding to be reported.
8. All photographs included in this report were taken by Tree Solutions Inc. during the documented site
visit, unless otherwise noted.
9. Sketches, drawings and photographs in this report, being intended as visual aids, are not necessarily
to scale and should not be construed as engineering or architectural reports or surveys. The
reproduction of any information generated by architects, engineers or other consultants and any
sketches, drawings or photographs is for the express purpose of coordination and ease of reference
only. Inclusion of such information on any drawings or other documents does not constitute a
representation by Consultant as to the sufficiency or accuracy of the information.
10. Unless otherwise agreed, (1) information contained in this report covers only the items examined and
reflects the condition of the those items at the time of inspection; and (2) the inspection is limited to
visual examination of accessible items without dissection, excavation, probing, climbing, or coring.
Consultant makes no warranty or guarantee, express or implied, that the problems or deficiencies of
the plans or property in question may not arise in the future.
11. Loss or alteration of any part of this Agreement invalidates the entire report.
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41
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42
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44
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45
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46
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47
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48
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49
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11
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7
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K
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50
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51
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5
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2
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7
N
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m
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52
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m
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53
Ps
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12
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2
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2
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m
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54
Ps
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10
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4
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55
Ps
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w
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b
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56
A ce
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6
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4
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m
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57
Ps
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N
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m
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v
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58
Ps
e
u
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18
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0
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2
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k
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f
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59
Ps
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18
.
6
G
o
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d
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1
1
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s
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m
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(
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S
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,
W
A
9
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9
Pa
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8
www.treesolutions.net 206‐528‐4670
Ta
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Re
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W
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5
9
Date of Inventory: July 2016 Table Prepared: 07.27.2016 Updated: 12.15.2017
Tr
e
e
I
D
S
c
i
e
n
t
i
f
i
c
N
a
m
e
C
o
m
m
o
n
N
a
m
e
D
S
H
(i
n
c
h
e
s
)
Mu
l
t
i
s
t
e
m
D
S
H
(i
n
c
h
e
s
)
He
a
l
t
h
Co
n
d
i
t
i
o
n
St
r
u
c
t
u
r
a
l
C
o
n
d
i
t
i
o
n
D
r
i
p
L
i
n
e
Ra
d
i
u
s
(f
e
e
t
)
La
n
d
m
a
r
k
(Y
/
N
)
Vi
a
b
l
e
(Y
/
N
)
RO
W
Tr
e
e
s
(Y
/
N
)
Pr
o
p
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www.treesolutions.net 206‐528‐4670
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Date of Inventory: July 2016 Table Prepared: 07.27.2016 Updated: 12.15.2017
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N
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16
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5
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1
6
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12
4
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12
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m
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12
5
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12
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6
.
1
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8
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m
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12
7
Ps
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7
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7
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8
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12
9
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7
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m
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13
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8
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6
G
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3
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k
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13
1
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13
2
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1
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2
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13
3
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6
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6
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13
4
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6
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7
G
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7
N
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R
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m
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f
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13
5
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f
m
a
p
l
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6
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8
P
o
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P
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1
5
N
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Y
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m
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v
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f
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B
a
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13
6
Ps
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Do
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f
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r
19
.
1
G
o
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d
G
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d
1
7
N
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N
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N
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N
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v
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b
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13
7
Ps
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Do
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f
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14
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8
G
o
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d
G
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d
1
5
N
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Y
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s
N
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R
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m
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v
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T
h
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n
c
a
n
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p
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13
8
Ps
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Do
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f
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13
.
2
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9
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19
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15
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21
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28
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7
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5
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18
8
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3
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5
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18
9
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5
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19
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21
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19
1
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19
2
Ps
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20
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Ps
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15
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20
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15
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13
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20
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20
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16
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www.treesolutions.net 206‐528‐4670
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Date of Inventory: July 2016 Table Prepared: 07.27.2016 Updated: 12.15.2017
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s
)
Mu
l
t
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S
H
(i
n
c
h
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s
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He
a
l
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h
Co
n
d
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t
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r
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Ra
d
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t
)
La
n
d
m
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k
(Y
/
N
)
Vi
a
b
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(Y
/
N
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RO
W
Tr
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s
(Y
/
N
)
Pr
o
p
o
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d
A
c
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N
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s
25
2
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e
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m
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h
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0
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1
8
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i
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3
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p
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t
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p
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25
3
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e
r
m
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p
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5
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7
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o
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3
6
Y
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s
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R
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t
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n
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o
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e
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l
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p
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25
4
A ce
r
m
a
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m
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m
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p
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7
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4
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8
N
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Y
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s
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t
a
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n
P
h
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p
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m
p
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25
5
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m
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m
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2
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2
6
N
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Y
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t
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w
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25
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Do
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7
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1
2
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R
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25
7
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m
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1
9
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9
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2
0
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Y
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25
8
A ce
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9
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T
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25
9
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8
N
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26
0
Ps
e
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Do
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26
1
A ce
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1
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9
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9
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26
2
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m
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7
.
1
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r
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o
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26
3
A ce
r
m
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9
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4
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8
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5
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26
4
A ce
r
m
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5
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26
5
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r
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8
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4
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1
7
N
o
Y
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s
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e
t
a
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n
26
6
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r
m
a
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m
a
p
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7
.
0
F
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r
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r
1
8
N
o
Y
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s
N
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R
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t
a
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R
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t
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d
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e
,
s
t
r
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r
u
c
t
u
r
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26
7
A ce
r
m
a
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p
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l
l
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m
Bi
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f
m
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p
l
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1
0
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7
G
o
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d
1
7
N
o
Y
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s
N
o
R
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t
a
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n
S
t
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m
g
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r
d
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s
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p
pr
e
s
s
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d
26
8
A ce
r
m
a
c
r
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p
h
y
l
l
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m
Bi
g
l
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a
f
m
a
p
l
e
2
5
.
6
G
o
o
d
G
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d
2
6
N
o
Y
e
s
N
o
R
e
t
a
i
n
26
9
A ce
r
m
a
c
r
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p
h
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l
l
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m
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f
m
a
p
l
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1
2
.
1
G
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o
d
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d
1
8
N
o
Y
e
s
N
o
R
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t
a
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n
S
w
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p
t
b
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s
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,
c
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n
t
st
e
m
27
3
Ac
e
r
m
a
c
r
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p
h
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l
l
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m
Bi
g
l
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f
m
a
p
l
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3
0
.
5
G
o
o
d
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d
2
5
Y
e
s
Y
e
s
N
o
R
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t
a
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n
O
n
p
r
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p
e
r
t
y
l
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n
e
,
c
o
d
o
mi
n
a
n
t
,
m
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s
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d
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t
n
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r
r
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w
e
s
t
p
o
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n
t
be
l
o
w
u
n
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o
n
27
5
Ac
e
r
m
a
c
r
o
p
h
y
l
l
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m
Bi
g
l
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a
f
m
a
p
l
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2
1
.
8
7
.
2
,
1
3
,
1
6
,
1
2
.
4
,
9
G
o
o
d
G
o
o
d
3
3
N
o
Y
e
s
N
o
R
e
t
a
i
n
S
t
u
mp
s
p
r
o
u
t
s
,
m
u
l
t
i
p
l
e
s
t
e
m
s
,
o
n
e
d
e
a
d
27
6
A ce
r
m
a
c
r
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p
h
y
l
l
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m
Bi
g
l
e
a
f
m
a
p
l
e
1
1
.
9
G
o
o
d
G
o
o
d
2
5
N
o
Y
e
s
N
o
R
e
t
a
i
n
27
7
Pr
u
n
u
s
e
m
a
r
g
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n
a
t
a
Bi
t
t
e
r
c
h
e
r
r
y
8
.
7
G
o
o
d
G
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d
2
0
N
o
Y
e
s
N
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R
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t
a
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n
H
e
a
v
y
l
e
a
n
27
8
A ce
r
m
a
c
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o
p
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l
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m
Bi
g
l
e
a
f
m
a
p
l
e
6
.
1
F
a
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r
F
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r
N
o
Y
e
s
N
o
R
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t
a
i
n
W
o
u
n
d
s
,
d
e
c
a
y
,
d
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e
b
a
c
k
27
9
A ce
r
m
a
c
r
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p
h
y
l
l
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m
Bi
g
l
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a
f
m
a
p
l
e
1
0
.
4
G
o
o
d
G
o
o
d
2
4
N
o
Y
e
s
N
o
R
e
t
a
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n
D
e
a
d
c
o
d
o
m
i
n
a
n
t
s
t
e
m
,
d
ec
a
y
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d
28
0
A ce
r
m
a
c
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p
h
y
l
l
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m
Bi
g
l
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a
f
m
a
p
l
e
6
.
3
F
a
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r
F
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r
1
2
N
o
Y
e
s
N
o
R
e
t
a
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n
S
i
g
n
i
f
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c
a
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t
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e
b
a
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k
,
s
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b
do
m
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n
a
n
t
s
t
e
m
28
1
A ce
r
m
a
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r
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p
h
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m
Bi
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a
f
m
a
p
l
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1
7
.
6
G
o
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d
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d
2
1
N
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Y
e
s
N
o
R
e
t
a
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n
28
2
Ac
e
r
m
a
c
r
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p
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m
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a
f
m
a
p
l
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1
9
.
1
G
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d
G
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d
2
1
N
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Y
e
s
N
o
R
e
t
a
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n
3
s
t
e
m
s
n
a
r
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w
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m
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w
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t
po
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n
t
b
e
l
o
w
u
n
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o
n
28
3
Ps
e
u
d
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m
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s
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Do
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a
s
‐
f
i
r
19
.
9
G
o
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d
G
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d
1
6
N
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Y
e
s
N
o
R
e
m
o
v
e
28
4
Ac
e
r
m
a
c
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2
1
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3
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1
4
.
2
,
1
2
.
1
G
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d
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d
2
9
N
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Y
e
s
N
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R
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t
a
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n
3
c
o
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m
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,
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28
5
Ac
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9
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7
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3
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6
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7
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a
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r
1
7
N
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Y
e
s
N
o
R
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a
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n
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4
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2
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2
8
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d
2
1
2
8
3
28
6
Ac
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1
8
.
2
G
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d
1
8
N
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s
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R
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www.treesolutions.net 206‐528‐4670
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Date of Inventory: July 2016 Table Prepared: 07.27.2016 Updated: 12.15.2017
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Pr
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31
1
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31
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35
4
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r
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7
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0
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5
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m
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35
5
Ps
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0
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5
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,
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w
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35
6
Ps
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f
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r
17
.
7
G
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G
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1
9
N
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R
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m
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H
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g
h
l
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w
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35
7
Ps
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Do
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14
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5
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1
5
N
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Y
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R
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w
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35
8
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8
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4
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m
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35
9
Ps
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13
.
4
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36
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Ps
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20
.
3
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1
7
N
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m
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36
1
Ps
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23
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36
2
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10
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8
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36
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36
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7
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m
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36
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18
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7
G
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1
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N
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s
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R
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m
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H
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www.treesolutions.net 206‐528‐4670
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Date of Inventory: July 2016 Table Prepared: 07.27.2016 Updated: 12.15.2017
Tr
e
e
I
D
S
c
i
e
n
t
i
f
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c
N
a
m
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m
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m
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H
(i
n
c
h
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s
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Mu
l
t
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s
t
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m
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s
)
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a
l
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h
Co
n
d
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t
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r
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d
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t
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o
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r
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p
L
i
n
e
Ra
d
i
u
s
(f
e
e
t
)
La
n
d
m
a
r
k
(Y
/
N
)
Vi
a
b
l
e
(Y
/
N
)
RO
W
Tr
e
e
s
(Y
/
N
)
Pr
o
p
o
s
e
d
A
c
t
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o
n
N
o
t
e
s
36
9
A ce
r
m
a
c
r
o
p
h
y
l
l
u
m
Bi
g
l
e
a
f
m
a
p
l
e
6
.
0
G
o
o
d
G
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o
d
1
2
N
o
Y
e
s
N
o
R
e
m
o
v
e
37
0
A ce
r
m
a
c
r
o
p
h
y
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l
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m
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f
m
a
p
l
e
1
8
.
0
G
o
o
d
G
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d
2
2
N
o
Y
e
s
N
o
R
e
m
o
v
e
37
1
A ce
r
m
a
c
r
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p
h
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l
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m
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f
m
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2
1
.
6
1
2
.
1
,
1
2
,
1
1
,
7
.
4
Go
o
d
G
o
o
d
2
1
N
o
Y
e
s
N
o
R
e
m
o
v
e
C
o
d
o
m
i
n
a
n
t
a
t
b
a
s
e
37
2
A ce
r
m
a
c
r
o
p
h
y
l
l
u
m
Bi
g
l
e
a
f
m
a
p
l
e
1
2
.
7
G
o
o
d
G
o
o
d
2
0
N
o
Y
e
s
N
o
R
e
m
o
v
e
C
r
o
s
s
i
n
g
t
r
u
n
k
s
37
3
A ce
r
m
a
c
r
o
p
h
y
l
l
u
m
Bi
g
l
e
a
f
m
a
p
l
e
1
6
.
7
G
o
o
d
G
o
o
d
2
2
N
o
Y
e
s
N
o
R
e
m
o
v
e
S
l
i
g
h
t
d
i
e
b
a
c
k
37
4
A ce
r
m
a
c
r
o
p
h
y
l
l
u
m
Bi
g
l
e
a
f
m
a
p
l
e
1
5
.
9
G
o
o
d
G
o
o
d
1
8
N
o
Y
e
s
N
o
R
e
m
o
v
e
37
5
A ce
r
m
a
c
r
o
p
h
y
l
l
u
m
Bi
g
l
e
a
f
m
a
p
l
e
1
2
.
6
G
o
o
d
G
o
o
d
1
9
N
o
Y
e
s
N
o
R
e
m
o
v
e
C
o
d
o
m
i
n
a
n
t
u
n
i
o
n
w
i
t
h
i
nc
l
u
d
e
d
b
a
r
k
37
6
A ce
r
m
a
c
r
o
p
h
y
l
l
u
m
Bi
g
l
e
a
f
m
a
p
l
e
1
2
.
3
F
a
i
r
F
a
i
r
2
5
N
o
Y
e
s
N
o
R
e
m
o
v
e
T
h
i
n
c
r
o
w
n
,
s
m
a
l
l
l
e
a
f
si
z
e
,
c
h
l
o
r
o
t
i
c
37
7
A ce
r
m
a
c
r
o
p
h
y
l
l
u
m
Bi
g
l
e
a
f
m
a
p
l
e
1
2
.
2
G
o
o
d
G
o
o
d
1
3
N
o
Y
e
s
N
o
R
e
m
o
v
e
37
8
A ce
r
m
a
c
r
o
p
h
y
l
l
u
m
Bi
g
l
e
a
f
m
a
p
l
e
1
2
.
9
G
o
o
d
G
o
o
d
1
7
N
o
Y
e
s
N
o
R
e
m
o
v
e
37
9
A ce
r
m
a
c
r
o
p
h
y
l
l
u
m
Bi
g
l
e
a
f
m
a
p
l
e
8
.
4
F
a
i
r
F
a
i
r
1
5
N
o
Y
e
s
N
o
R
e
m
o
v
e
O
n
e
s
i
d
e
o
f
c
r
o
w
n
d
e
a
d
38
0
A ce
r
m
a
c
r
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p
h
y
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l
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m
Bi
g
l
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a
f
m
a
p
l
e
1
6
.
7
G
o
o
d
G
o
o
d
2
4
N
o
Y
e
s
N
o
R
e
m
o
v
e
38
1
A ce
r
m
a
c
r
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p
h
y
l
l
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m
Bi
g
l
e
a
f
m
a
p
l
e
1
5
.
2
G
o
o
d
G
o
o
d
2
3
N
o
Y
e
s
N
o
R
e
m
o
v
e
38
2
A ce
r
m
a
c
r
o
p
h
y
l
l
u
m
Bi
g
l
e
a
f
m
a
p
l
e
1
0
.
3
F
a
i
r
F
a
i
r
1
7
N
o
Y
e
s
N
o
R
e
m
o
v
e
38
3
A ce
r
m
a
c
r
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p
h
y
l
l
u
m
Bi
g
l
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a
f
m
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p
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e
1
2
.
3
9
.
0
,
8
.
4
Fa
i
r
F
a
i
r
2
0
N
o
Y
e
s
N
o
R
e
m
o
v
e
38
4
A ce
r
m
a
c
r
o
p
h
y
l
l
u
m
Bi
g
l
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a
f
m
a
p
l
e
1
8
.
7
G
o
o
d
G
o
o
d
2
2
N
o
Y
e
s
N
o
R
e
m
o
v
e
38
5
A ce
r
m
a
c
r
o
p
h
y
l
l
u
m
Bi
g
l
e
a
f
m
a
p
l
e
8
.
2
F
a
i
r
F
a
i
r
1
5
N
o
Y
e
s
N
o
R
e
m
o
v
e
T
h
i
n
c
r
o
w
n
38
6
A ce
r
m
a
c
r
o
p
h
y
l
l
u
m
Bi
g
l
e
a
f
m
a
p
l
e
7
.
7
P
o
o
r
P
o
o
r
6
N
o
N
o
N
o
N
o
n
v
i
a
b
l
e
B
r
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k
e
n
t
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,
s
p
r
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38
7
A ce
r
m
a
c
r
o
p
h
y
l
l
u
m
Bi
g
l
e
a
f
m
a
p
l
e
1
1
.
6
G
o
o
d
G
o
o
d
1
6
N
o
Y
e
s
N
o
R
e
m
o
v
e
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43
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43
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3
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m
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43
3
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9
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S
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n
t
i
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N
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t
)
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Vi
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b
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N
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W
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s
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N
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Pr
o
p
o
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e
d
A
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n
N
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43
6
A ce
r
m
a
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m
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8
.
0
G
o
o
d
G
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1
3
N
o
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N
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R
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m
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v
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S
l
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g
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43
7
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12
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5
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1
5
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m
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43
8
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1
8
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4
G
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d
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d
2
4
N
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e
m
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43
9
A ce
r
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a
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9
.
0
G
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G
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1
7
N
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m
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44
0
A ce
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1
1
.
5
G
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2
0
N
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N
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m
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v
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44
1
Ps
e
u
d
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11
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9
G
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1
1
N
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m
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44
2
Ps
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15
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44
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44
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44
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6
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44
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8
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4
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45
0
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5
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45
1
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10
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8
N
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m
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45
4
Ps
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m
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45
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7
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N
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m
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w
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45
6
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8
N
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m
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45
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7
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7
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m
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45
8
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45
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N
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m
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46
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m
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46
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m
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46
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46
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46
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N
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m
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46
6
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9
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m
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46
7
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N
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m
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P
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Ps
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18
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6
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N
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m
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46
9
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47
6
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48
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48
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7
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48
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18
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0
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N
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48
6
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1
3
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8
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2
2
N
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m
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48
7
A ce
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1
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9
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1
9
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K
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k
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t
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48
8
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p
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m
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1
1
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0
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d
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1
5
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s
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m
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48
9
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m
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49
0
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9
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6
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6
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m
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49
1
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m
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m
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49
2
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6
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49
3
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20
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7
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1
4
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s
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m
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49
4
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6
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5
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1
8
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m
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49
5
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16
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9
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49
6
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6
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49
7
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6
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8
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6
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49
9
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6
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5
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7
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www.treesolutions.net 206‐528‐4670
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Date of Inventory: July 2016 Table Prepared: 07.27.2016 Updated: 12.15.2017
Tr
e
e
I
D
S
c
i
e
n
t
i
f
i
c
N
a
m
e
C
o
m
m
o
n
N
a
m
e
D
S
H
(i
n
c
h
e
s
)
Mu
l
t
i
s
t
e
m
D
S
H
(i
n
c
h
e
s
)
He
a
l
t
h
Co
n
d
i
t
i
o
n
St
r
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a
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C
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n
d
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t
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n
D
r
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p
L
i
n
e
Ra
d
i
u
s
(f
e
e
t
)
La
n
d
m
a
r
k
(Y
/
N
)
Vi
a
b
l
e
(Y
/
N
)
RO
W
Tr
e
e
s
(Y
/
N
)
Pr
o
p
o
s
e
d
A
c
t
i
o
n
N
o
t
e
s
50
2
A ce
r
m
a
c
r
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p
h
y
l
l
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m
Bi
g
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e
a
f
m
a
p
l
e
1
5
.
4
G
o
o
d
G
o
o
d
2
4
N
o
Y
e
s
N
o
R
e
m
o
v
e
50
3
A ce
r
m
a
c
r
o
p
h
y
l
l
u
m
Bi
g
l
e
a
f
m
a
p
l
e
6
.
2
F
a
i
r
F
a
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r
5
N
o
Y
e
s
N
o
R
e
m
o
v
e
D
e
a
d
t
o
p
,
no
t
o
n
s
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r
v
e
y
50
4
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m
a
c
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p
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l
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m
Bi
g
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e
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f
m
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l
e
2
3
.
1
1
6
.
6
,
1
6
G
o
o
d
G
o
o
d
2
8
N
o
Y
e
s
N
o
R
e
m
o
v
e
C
o
d
o
m
i
n
a
n
t
a
t
b
as
e
50
5
A ce
r
m
a
c
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9
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6
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54
7
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r
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8
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6
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54
9
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7
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o
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0
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d
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b
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m
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55
0
A ce
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7
.
1
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r
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8
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55
1
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4
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6
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1
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55
2
A ce
r
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a
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4
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1
9
.
4
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8
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7
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6
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r
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r
2
2
N
o
Y
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s
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R
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m
o
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t
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m
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s
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2
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v
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b
l
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y
55
3
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r
m
a
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0
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4
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9
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5
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o
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2
6
N
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s
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R
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m
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v
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55
4
Ac
e
r
m
a
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7
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1
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7
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8
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10
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4
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i
r
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8
N
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s
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R
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m
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v
e
L
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t
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y
55
5
A ce
r
m
a
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m
Bi
g
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e
a
f
m
a
p
l
e
6
.
3
P
o
o
r
P
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r
3
2
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o
N
o
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o
N
o
n
v
i
a
b
l
e
S
t
u
m
p
s
p
r
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t
55
6
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e
r
m
a
c
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h
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l
u
m
Bi
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a
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2
1
.
2
G
o
o
d
G
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2
8
N
o
Y
e
s
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o
R
e
m
o
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e
L
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r
g
e
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a
v
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de
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d
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m
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n
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e
m
,
m
e
a
s
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d
a
t
na
r
r
o
w
e
s
t
p
o
i
n
t
b
e
l
o
w
u
n
i
o
n
55
7
A ce
r
m
a
c
r
o
p h y ll
u
m
Bi
g le
a
f
m
a
p le
1
4
.
1
G
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o
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G
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o
d
1
2
N
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s
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R
e
m
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a
r
l
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c
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a
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d
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t
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e
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n
k
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m
55
8
A ce
r
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h
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m
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f
m
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1
6
.
4
G
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o
d
G
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d
2
2
N
o
Y
e
s
N
o
R
e
m
o
v
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L
a
r
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e
c
a
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k
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55
9
A ce
r
m
a
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m
Bi
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a
f
m
a
p
l
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1
3
.
6
F
a
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r
F
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r
2
6
N
o
Y
e
s
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o
R
e
m
o
v
e
T
h
i
n
c
a
n
o
p
y
56
0
A ce
r
m
a
c
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h
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l
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m
Bi
g
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1
8
.
6
1
4
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8
,
1
1
.
2
F
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r
F
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2
3
N
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s
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m
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C
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c
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56
1
Th
u
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6
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1
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s
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m
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56
2
A ce
r
m
a
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m
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p
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1
1
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2
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1
7
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N
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56
3
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2
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5
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5
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3
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5
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8
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3
3
N
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s
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m
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56
4
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9
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5
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s
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m
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56
5
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5
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2
9
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s
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m
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www.treesolutions.net 206‐528‐4670
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Date of Inventory: July 2016 Table Prepared: 07.27.2016 Updated: 12.15.2017
Tr
e
e
I
D
S
c
i
e
n
t
i
f
i
c
N
a
m
e
C
o
m
m
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n
N
a
m
e
D
S
H
(i
n
c
h
e
s
)
Mu
l
t
i
s
t
e
m
D
S
H
(i
n
c
h
e
s
)
He
a
l
t
h
Co
n
d
i
t
i
o
n
St
r
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c
t
u
r
a
l
C
o
n
d
i
t
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o
n
D
r
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p
L
i
n
e
Ra
d
i
u
s
(f
e
e
t
)
La
n
d
m
a
r
k
(Y
/
N
)
Vi
a
b
l
e
(Y
/
N
)
RO
W
Tr
e
e
s
(Y
/
N
)
Pr
o
p
o
s
e
d
A
c
t
i
o
n
N
o
t
e
s
56
6
A ce
r
m
a
c
r
o
p
h
y
l
l
u
m
Bi
g
l
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a
f
m
a
p
l
e
1
5
.
0
G
o
o
d
G
o
o
d
2
7
N
o
Y
e
s
N
o
R
e
m
o
v
e
56
7
A ce
r
m
a
c
r
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h
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m
Bi
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l
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a
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m
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2
0
.
5
1
3
.
5
,
1
5
.
4
Go
o
d
G
o
o
d
2
8
N
o
Y
e
s
N
o
R
e
m
o
v
e
C
o
d
o
m
i
n
a
n
t
a
t
b
a
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e
,
g
a
r
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m
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a
r
d
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r
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56
8
Ps
e
u
d
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t
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a
m
e
n
z
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e
s
i
i
Do
u
g
l
a
s
‐
f
i
r
20
.
6
G
o
o
d
G
o
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d
N
o
Y
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s
N
o
R
e
m
o
v
e
L
o
s
t
t
o
p
56
9
A ce
r
m
a
c
r
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p
h
y
l
l
u
m
Bi
g
l
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a
f
m
a
p
l
e
1
0
,
9
F
a
i
r
F
a
i
r
2
7
Y
e
s
Y
e
s
N
o
R
e
m
o
v
e
C
o
d
o
m
i
n
a
n
t
s
t
e
m
s
,
1
d
ea
d
57
0
Ma
l
u
s
d
o
m
e
s
t
i
c
a
Co
m
m
o
n
a
p
p
l
e
1
3
.
4
7
,
9
.
2
,
6
.
7
F
a
i
r
F
a
i
r
1
2
N
o
Y
e
s
N
o
R
e
m
o
v
e
A
p
p
l
e
s
c
a
b
57
1
A ce
r
m
a
c
r
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p
h
y
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l
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m
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g
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e
a
f
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p
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e
1
5
.
2
9
.
4
,
1
2
F
a
i
r
F
a
i
r
2
3
N
o
Y
e
s
N
o
R
e
m
o
v
e
K
r
e
t
z
s
c
h
m
a
r
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a
,
n
ar
r
o
w
a
t
t
a
c
h
m
e
n
t
57
2
A ce
r
m
a
c
r
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p
h
y
l
l
u
m
Bi
g
l
e
a
f
m
a
p
l
e
1
4
.
9
G
o
o
d
G
o
o
d
1
8
N
o
Y
e
s
N
o
R
e
m
o
v
e
57
3
A ce
r
m
a
c
r
o
p
h
y
l
l
u
m
Bi
g
l
e
a
f
m
a
p
l
e
1
4
.
0
F
a
i
r
F
a
i
r
1
3
N
o
Y
e
s
N
o
R
e
m
o
v
e
W
o
u
n
d
a
t
b
a
s
e
,
d
e
c
a
y
v
i
si
b
l
e
57
4
A ln
u
s
r
u
b
r
a
Re
d
a
l
d
e
r
1
7
.
3
G
o
o
d
G
o
o
d
2
1
N
o
Y
e
s
N
o
R
e
m
o
v
e
No
t
o
n
s
u
r
v
e
y
57
5
A ln
u
s
r
u
b
r
a
Re
d
a
l
d
e
r
9
.
3
G
o
o
d
G
o
o
d
1
0
N
o
Y
e
s
N
o
R
e
m
o
v
e
No
t
o
n
s
u
r
v
e
y
57
6
A ln
u
s
r
u
b
r
a
Re
d
a
l
d
e
r
1
2
.
7
F
a
i
r
F
a
i
r
1
0
N
o
Y
e
s
N
o
R
e
m
o
v
e
L
a
r
g
e
w
o
u
n
d
,
no
t
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57
7
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57
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58
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58
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11
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9
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58
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58
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0
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58
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59
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59
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59
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59
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59
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59
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61
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61
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61
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9
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N
o
R
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m
o
v
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61
6
A ln
u
s
r
u
b
r
a
Re
d
a
l
d
e
r
2
2
.
9
G
o
o
d
G
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d
3
2
N
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Y
e
s
N
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R
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m
o
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B
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61
7
Ps
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Do
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r
9.
0
F
a
i
r
F
a
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r
1
2
N
o
Y
e
s
N
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R
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m
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S
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p
p
r
e
s
s
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d
,
l
o
s
t
t
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p
61
8
A ln
u
s
r
u
b
r
a
Re
d
a
l
d
e
r
1
4
.
2
F
a
i
r
F
a
i
r
1
8
N
o
Y
e
s
N
o
R
e
m
o
v
e
61
9
A ln
u
s
r
u
b
r
a
Re
d
a
l
d
e
r
2
3
.
0
F
a
i
r
F
a
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r
2
4
N
o
Y
e
s
N
o
R
e
m
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v
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62
0
Ps
e
u
d
o
t
s
u
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m
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Do
u
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‐
f
i
r
31
.
3
G
o
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d
G
o
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d
2
2
Y
e
s
Y
e
s
N
o
R
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m
o
v
e
62
1
A ce
r
m
a
c
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p
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y
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Bi
g
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p
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7
.
1
6
.
8
,
2
G
o
o
d
G
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d
1
6
N
o
Y
e
s
N
o
R
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m
o
v
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S
u
b
d
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m
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n
a
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m
62
2
Ps
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u
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Do
u
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‐
f
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r
15
.
8
G
o
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d
G
o
o
d
1
7
N
o
Y
e
s
N
o
R
e
m
o
v
e
62
3
A ln
u
s
r
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b
r
a
Re
d
a
l
d
e
r
1
2
.
8
G
o
o
d
G
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d
2
8
N
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Y
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s
N
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m
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F
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g
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6
2
2
62
4
A ln
u
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d
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1
6
.
5
1
1
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8
,
1
1
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5
G
o
o
d
G
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d
2
8
N
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Y
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s
N
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R
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m
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v
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C
o
d
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m
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n
a
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a
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b
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62
5
A ln
u
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r
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d
a
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d
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r
1
2
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1
F
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N
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s
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R
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m
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62
6
A ce
r
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Bi
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7
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4
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d
G
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1
9
N
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N
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R
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m
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62
7
A ce
r
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a
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6
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4
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2
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N
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D
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62
8
A ln
u
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d
a
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d
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1
1
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1
G
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3
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N
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s
N
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m
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Tr
e
e
I
D
S
c
i
e
n
t
i
f
i
c
N
a
m
e
C
o
m
m
o
n
N
a
m
e
D
S
H
(i
n
c
h
e
s
)
Mu
l
t
i
s
t
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m
D
S
H
(i
n
c
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s
)
He
a
l
t
h
Co
n
d
i
t
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St
r
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C
o
n
d
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t
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n
D
r
i
p
L
i
n
e
Ra
d
i
u
s
(f
e
e
t
)
La
n
d
m
a
r
k
(Y
/
N
)
Vi
a
b
l
e
(Y
/
N
)
RO
W
Tr
e
e
s
(Y
/
N
)
Pr
o
p
o
s
e
d
A
c
t
i
o
n
N
o
t
e
s
62
9
A ln
u
s
r
u
b
r
a
Re
d
a
l
d
e
r
1
2
.
0
G
o
o
d
G
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d
3
0
N
o
Y
e
s
N
o
R
e
m
o
v
e
B
i
r
d
s
n
e
s
t
i
n
g
o
n
t
r
u
n
k
63
0
A ln
u
s
r
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b
r
a
Re
d
a
l
d
e
r
1
5
.
6
G
o
o
d
G
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d
3
6
N
o
Y
e
s
N
o
R
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m
o
v
e
P
h
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t
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t
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t
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n
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r
t
h
w
e
s
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s
ma
l
l
c
a
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o
p
y
63
1
Ps
e
u
d
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g
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m
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n
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s
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Do
u
g
l
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s
‐
f
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r
14
.
2
G
o
o
d
G
o
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d
1
4
N
o
Y
e
s
N
o
R
e
m
o
v
e
63
2
Ps
e
u
d
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t
s
u
g
a
m
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s
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Do
u
g
l
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s
‐
f
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r
7.
2
F
a
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r
F
a
i
r
8
N
o
Y
e
s
N
o
R
e
m
o
v
e
S
u
p
p
r
e
s
s
e
d
,
l
o
s
t
t
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p
63
3
A ce
r
m
a
c
r
o
p
h
y
l
l
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m
Bi
g
l
e
a
f
m
a
p
l
e
9
.
7
G
o
o
d
G
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o
d
1
8
N
o
Y
e
s
N
o
R
e
m
o
v
e
K
i
n
k
i
n
s
t
e
m
,
c
a
n
o
p
y
t
o
no
r
t
h
63
4
Ps
e
u
d
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s
u
g
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m
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Do
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r
11
.
0
5
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4
,
9
.
6
F
a
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r
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a
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r
1
5
N
o
Y
e
s
N
o
R
e
m
o
v
e
C
o
d
o
m
i
n
a
n
t
63
5
A ce
r
m
a
c
r
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p
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y
l
l
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m
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g
l
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a
f
m
a
p
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1
0
.
4
G
o
o
d
G
o
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d
1
2
N
o
Y
e
s
N
o
R
e
m
o
v
e
63
6
A ce
r
m
a
c
r
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p
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y
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m
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f
m
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p
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1
7
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8
G
o
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d
G
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d
2
4
N
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Y
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s
N
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R
e
m
o
v
e
63
7
Ps
e
u
d
o
t
s
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g
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m
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Do
u
g
l
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s
‐
f
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r
23
.
8
G
o
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d
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o
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d
2
1
N
o
Y
e
s
N
o
R
e
m
o
v
e
63
8
A ce
r
m
a
c
r
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p
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y
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l
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m
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g
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f
m
a
p
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1
3
.
8
G
o
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d
G
o
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d
2
3
N
o
Y
e
s
N
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R
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m
o
v
e
C
o
d
o
m
i
n
a
n
t
a
t
2
5
'
63
9
A ce
r
m
a
c
r
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p
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y
l
l
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m
Bi
g
l
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a
f
m
a
p
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1
3
.
6
G
o
o
d
G
o
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d
2
6
N
o
Y
e
s
N
o
R
e
m
o
v
e
A
d
j
a
c
e
n
t
t
o
6
4
0
64
0
A ce
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f
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p
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1
5
.
3
G
o
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d
G
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d
3
2
N
o
Y
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s
N
o
R
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m
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v
e
64
1
A ce
r
m
a
c
r
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p
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y
l
l
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m
Bi
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f
m
a
p
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1
0
.
3
G
o
o
d
G
o
o
d
3
0
N
o
Y
e
s
N
o
R
e
m
o
v
e
C
a
n
o
p
y
t
o
n
o
r
t
h
64
2
A ce
r
m
a
c
r
o
p
h
y
l
l
u
m
Bi
g
l
e
a
f
m
a
p
l
e
7
.
2
G
o
o
d
G
o
o
d
2
8
N
o
Y
e
s
N
o
R
e
m
o
v
e
S
u
p
p
r
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s
s
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,
c
a
n
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t
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n
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t
h
,
no
t
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s
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r
v
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y
64
3
Ps
e
u
d
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t
s
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g
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m
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n
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e
s
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Do
u
g
l
a
s
‐
f
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r
15
.
3
G
o
o
d
G
o
o
d
2
2
N
o
Y
e
s
N
o
R
e
m
o
v
e
F
e
n
c
e
g
r
o
w
i
n
g
i
n
t
o
b
a
r
k
64
4
Ps
e
u
d
o
t
s
u
g
a
m
e
n
z
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e
s
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Do
u
g
l
a
s
‐
f
i
r
21
.
3
G
o
o
d
G
o
o
d
2
2
N
o
Y
e
s
N
o
R
e
m
o
v
e
64
5
Ps
e
u
d
o
t
s
u
g
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m
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n
z
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e
s
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Do
u
g
l
a
s
‐
f
i
r
23
.
9
G
o
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d
G
o
o
d
2
4
N
o
Y
e
s
N
o
R
e
m
o
v
e
64
6
A ce
r
m
a
c
r
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p
h
y
l
l
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m
Bi
g
l
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a
f
m
a
p
l
e
3
4
.
8
F
a
i
r
F
a
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r
3
5
Y
e
s
Y
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s
Y
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s
R
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m
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v
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f
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r
R
O
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L
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m
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s
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g
a
n
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d
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m
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c
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k
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m
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64
7
Ps
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u
d
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t
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m
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n
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Do
u
g
l
a
s
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f
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r
7.
4
P
o
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r
P
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r
6
N
o
N
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Y
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s
R
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m
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p
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s
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d
64
8
Ps
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u
d
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t
s
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g
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m
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n
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s
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Do
u
g
l
a
s
‐
f
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r
19
.
7
G
o
o
d
G
o
o
d
2
1
N
o
Y
e
s
Y
e
s
R
e
m
o
v
e
f
o
r
R
O
W
K
i
n
k
s
i
n
s
t
e
m
64
9
Ps
e
u
d
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t
s
u
g
a
m
e
n
z
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e
s
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Do
u
g
l
a
s
‐
f
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r
21
.
0
G
o
o
d
G
o
o
d
2
3
N
o
Y
e
s
Y
e
s
R
e
m
o
v
e
f
o
r
R
O
W
65
0
Ps
e
u
d
o
t
s
u
g
a
m
e
n
z
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e
s
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Do
u
g
l
a
s
‐
f
i
r
13
.
8
G
o
o
d
G
o
o
d
1
8
N
o
Y
e
s
Y
e
s
R
e
m
o
v
e
f
o
r
R
O
W
L
o
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t
t
o
p
65
1
Ps
e
u
d
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t
s
u
g
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m
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s
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Do
u
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l
a
s
‐
f
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r
22
.
5
G
o
o
d
G
o
o
d
2
0
N
o
Y
e
s
Y
e
s
R
e
m
o
v
e
f
o
r
R
O
W
65
2
Ps
e
u
d
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t
s
u
g
a
m
e
n
z
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m
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N
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69
0
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2
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2
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m
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69
1
Ps
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20
.
7
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7
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69
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27
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7
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8
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R
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m
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69
3
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23
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69
4
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f
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69
5
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11
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12
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70
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Do
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14
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70
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70
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f
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70
6
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Do
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19
.
0
G
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1
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m
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v
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70
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4
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Do
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16
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1
7
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m
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70
9
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p
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m
Bi
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f
m
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p
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1
8
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0
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o
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d
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d
2
8
N
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s
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s
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m
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v
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f
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r
R
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71
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Ps
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Do
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13
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1
6
N
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71
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2
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m
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v
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71
2
Ps
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Do
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18
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m
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71
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25
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3
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2
5
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m
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v
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72
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Ps
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u
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Do
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17
.
4
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2
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N
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N
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m
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72
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Ps
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u
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6
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G
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8
N
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72
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Ps
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Do
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18
.
8
G
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d
G
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2
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N
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N
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m
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72
4
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6
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4
G
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d
G
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d
2
4
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Y
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7
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1
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74
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9
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m
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74
2
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7
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9
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74
3
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8
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2
3
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74
4
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16
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m
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L
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74
5
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74
6
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74
7
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18
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7
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9
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74
8
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74
9
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17
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G
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d
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d
1
5
N
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s
N
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R
e
m
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75
0
A ln
u
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d
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8
.
8
G
o
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d
1
4
N
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m
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n
k
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75
1
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d
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1
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8
G
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d
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d
1
6
N
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s
N
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e
m
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v
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75
2
Ps
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u
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22
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8
G
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d
2
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m
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75
3
Ps
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24
.
3
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d
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d
2
2
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s
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s
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m
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v
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f
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r
R
O
W
75
4
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e
u
d
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Do
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14
.
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o
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d
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s
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m
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v
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f
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r
R
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W
75
5
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d
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l
d
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9
.
1
F
a
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r
F
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r
1
7
N
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Y
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s
N
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e
m
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v
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2
d
e
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d
s
t
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m
s
75
6
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Do
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13
.
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G
o
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d
G
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d
1
4
N
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s
N
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m
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Tr
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www.treesolutions.net 206‐528‐4670
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Date of Inventory: July 2016 Table Prepared: 07.27.2016 Updated: 12.15.2017
Tr
e
e
I
D
S
c
i
e
n
t
i
f
i
c
N
a
m
e
C
o
m
m
o
n
N
a
m
e
D
S
H
(i
n
c
h
e
s
)
Mu
l
t
i
s
t
e
m
D
S
H
(i
n
c
h
e
s
)
He
a
l
t
h
Co
n
d
i
t
i
o
n
St
r
u
c
t
u
r
a
l
C
o
n
d
i
t
i
o
n
D
r
i
p
L
i
n
e
Ra
d
i
u
s
(f
e
e
t
)
La
n
d
m
a
r
k
(Y
/
N
)
Vi
a
b
l
e
(Y
/
N
)
RO
W
Tr
e
e
s
(Y
/
N
)
Pr
o
p
o
s
e
d
A
c
t
i
o
n
N
o
t
e
s
75
7
Ps
e
u
d
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t
s
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g
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m
e
n
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s
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Do
u
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l
a
s
‐
f
i
r
19
.
6
G
o
o
d
G
o
o
d
1
7
N
o
Y
e
s
N
o
R
e
m
o
v
e
75
8
A ce
r
m
a
c
r
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p
h
y
l
l
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m
Bi
g
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e
a
f
m
a
p
l
e
1
0
.
2
F
a
i
r
F
a
i
r
1
7
N
o
Y
e
s
N
o
R
e
m
o
v
e
L
o
s
t
t
o
p
75
9
Ps
e
u
d
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t
s
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g
a
m
e
n
z
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e
s
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i
Do
u
g
l
a
s
‐
f
i
r
10
.
8
G
o
o
d
G
o
o
d
1
4
N
o
Y
e
s
N
o
R
e
m
o
v
e
K
i
n
k
s
i
n
s
t
e
m
76
0
Ps
e
u
d
o
t
s
u
g
a
m
e
n
z
i
e
s
i
i
Do
u
g
l
a
s
‐
f
i
r
7.
3
P
o
o
r
P
o
o
r
9
N
o
N
o
N
o
N
o
n
v
i
a
b
l
e
N
e
a
r
l
y
d
e
a
d
76
1
Ps
e
u
d
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t
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m
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n
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Do
u
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l
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s
‐
f
i
r
16
.
6
G
o
o
d
G
o
o
d
1
6
N
o
Y
e
s
N
o
R
e
m
o
v
e
76
2
Ps
e
u
d
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t
s
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Do
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‐
f
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r
21
.
1
G
o
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d
G
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d
2
2
N
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Y
e
s
N
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R
e
m
o
v
e
76
3
Ps
e
u
d
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Do
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r
8.
4
G
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d
G
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d
9
N
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s
N
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R
e
m
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v
e
76
4
Po
p
u
l
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t
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c
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Bl
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w
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d
1
3
.
8
G
o
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d
G
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d
1
7
N
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Y
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s
N
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R
e
m
o
v
e
D
e
a
d
t
r
e
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l
e
a
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n
g
o
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t
r
u
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k
76
5
Po
p
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d
2
6
.
9
G
o
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d
G
o
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d
2
2
N
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Y
e
s
N
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R
e
m
o
v
e
K
i
n
k
i
n
s
t
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m
76
6
Ps
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Do
u
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‐
f
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r
18
.
6
G
o
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d
G
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d
2
0
N
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Y
e
s
N
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R
e
m
o
v
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76
7
Ps
e
u
d
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t
s
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Do
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r
9.
6
F
a
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r
F
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r
1
4
N
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Y
e
s
N
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R
e
m
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S
u
p
p
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d
76
8
Ps
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Do
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r
8.
9
G
o
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d
G
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d
1
5
N
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Y
e
s
N
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R
e
m
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v
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76
9
A ce
r
m
a
c
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Bi
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1
6
.
9
G
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d
G
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d
2
9
N
o
Y
e
s
N
o
R
e
m
o
v
e
77
0
A ln
u
s
r
u
b
r
a
Re
d
a
l
d
e
r
1
0
.
5
F
a
i
r
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r
2
5
N
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Y
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s
N
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R
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m
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V
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s
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b
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a
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77
1
A ce
r
m
a
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Bi
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6
.
3
G
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d
G
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d
1
7
N
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Y
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s
N
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R
e
m
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v
e
77
2
A ce
r
m
a
c
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Bi
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1
7
.
2
G
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d
G
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o
d
3
3
N
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Y
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s
N
o
R
e
m
o
v
e
77
3
A ln
u
s
r
u
b
r
a
Re
d
a
l
d
e
r
1
2
.
4
G
o
o
d
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d
2
5
N
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Y
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s
N
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R
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m
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P
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p
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n
77
4
A ce
r
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Bi
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m
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1
8
.
6
G
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d
G
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d
2
7
N
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Y
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s
N
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R
e
m
o
v
e
77
5
Ps
e
u
d
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t
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Do
u
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‐
f
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r
13
.
0
G
o
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d
G
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d
1
4
N
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Y
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s
N
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R
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m
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v
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77
6
Ps
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u
d
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Do
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r
10
.
9
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r
F
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r
9
N
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m
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T
h
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n
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a
n
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p
y
77
7
A ce
r
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m
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8
.
0
G
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d
G
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d
1
5
N
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N
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m
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D
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d
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77
8
A ce
r
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1
5
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2
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3
2
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m
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77
9
Ps
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Do
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r
15
.
4
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1
8
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78
0
Ps
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Do
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15
.
0
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1
5
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m
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f
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R
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78
1
A ln
u
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b
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Re
d
a
l
d
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r
1
8
.
9
1
0
.
3
,
9
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1
3
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1
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2
7
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m
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78
2
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1
1
.
4
G
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1
7
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m
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f
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r
R
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78
3
A ln
u
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b
r
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Re
d
a
l
d
e
r
8
.
6
F
a
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r
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r
1
5
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no
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r
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78
4
A ln
u
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r
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b
r
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Re
d
a
l
d
e
r
1
2
.
0
P
o
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1
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N
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N
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a
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N
e
a
r
l
y
d
e
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d
78
5
A ln
u
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b
r
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Re
d
a
l
d
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r
9
.
3
F
a
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r
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r
1
8
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p
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c
,
p
a
r
t
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a
l
f
a
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l
u
r
e
78
6
A ln
u
s
r
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b
r
a
Re
d
a
l
d
e
r
9
.
7
F
a
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r
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r
1
5
N
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s
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s
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e
m
o
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f
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r
R
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W
L
o
s
t
t
o
p
78
7
A ln
u
s
r
u
b
r
a
Re
d
a
l
d
e
r
8
.
8
G
o
o
d
G
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d
9
N
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e
s
N
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R
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m
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v
e
78
8
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r
m
a
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r
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p
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Bi
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1
6
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5
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d
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d
2
4
N
o
Y
e
s
N
o
R
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m
o
v
e
78
9
A ln
u
s
r
u
b
r
a
Re
d
a
l
d
e
r
1
3
.
8
G
o
o
d
G
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o
d
1
6
N
o
Y
e
s
N
o
R
e
m
o
v
e
79
0
Ps
e
u
d
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t
s
u
g
a
m
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n
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Do
u
g
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s
‐
f
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r
14
.
9
G
o
o
d
G
o
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d
1
8
N
o
Y
e
s
N
o
R
e
m
o
v
e
79
1
A ce
r
m
a
c
r
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p
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m
Bi
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a
f
m
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p
l
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1
2
.
6
G
o
o
d
G
o
o
d
2
6
N
o
Y
e
s
N
o
R
e
m
o
v
e
79
2
A ln
u
s
r
u
b
r
a
Re
d
a
l
d
e
r
1
5
.
1
F
a
i
r
F
a
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r
2
2
N
o
Y
e
s
N
o
R
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t
a
i
n
79
3
A ce
r
m
a
c
r
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p
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m
Bi
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a
f
m
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p
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1
0
.
4
G
o
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d
G
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d
2
2
N
o
Y
e
s
N
o
R
e
m
o
v
e
79
4
A ce
r
m
a
c
r
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p
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m
Bi
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a
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m
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p
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1
6
.
3
G
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d
G
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d
2
8
N
o
Y
e
s
N
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R
e
m
o
v
e
79
5
A ln
u
s
r
u
b
r
a
Re
d
a
l
d
e
r
1
3
.
7
G
o
o
d
G
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d
3
5
N
o
Y
e
s
N
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R
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m
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v
e
79
6
A ln
u
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r
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b
r
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Re
d
a
l
d
e
r
1
0
.
4
G
o
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d
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d
1
7
N
o
Y
e
s
N
o
R
e
m
o
v
e
79
7
A ln
u
s
r
u
b
r
a
Re
d
a
l
d
e
r
1
4
.
5
F
a
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r
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a
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r
1
6
N
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Y
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s
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m
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v
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D
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e
b
a
c
k
i
n
c
a
n
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p
y
79
8
A ln
u
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b
r
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d
a
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r
1
5
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9
1
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,
1
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4
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o
d
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d
2
4
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m
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r
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P
h
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79
9
Ps
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Do
u
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‐
f
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r
17
.
5
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d
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d
2
2
N
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s
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m
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r
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W
80
0
Ps
e
u
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Do
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‐
f
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r
20
.
2
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d
G
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d
2
5
N
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s
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s
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m
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f
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r
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80
1
Ps
e
u
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Do
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‐
f
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r
16
.
8
G
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d
G
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d
1
8
N
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s
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s
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m
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v
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r
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80
2
Ps
e
u
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Do
u
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‐
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r
9.
2
G
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d
G
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d
1
0
N
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s
Y
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s
R
e
m
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v
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f
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r
R
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S
u
p
p
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s
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d
80
3
Ps
e
u
d
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Do
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s
‐
f
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r
11
.
6
G
o
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d
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d
1
2
N
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s
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s
R
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m
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v
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f
o
r
R
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W
80
4
Ps
e
u
d
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t
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m
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Do
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r
8.
9
G
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d
G
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d
1
1
N
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s
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s
R
e
m
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v
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f
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r
R
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W
80
5
Ps
e
u
d
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t
s
u
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m
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s
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Do
u
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l
a
s
‐
f
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r
10
.
7
G
o
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d
G
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o
d
1
2
N
o
Y
e
s
Y
e
s
R
e
m
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v
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f
o
r
R
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W
80
6
Ps
e
u
d
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t
s
u
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m
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s
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Do
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r
14
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6
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d
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m
o
v
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f
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r
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m
80
7
Ps
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17
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6
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8
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1
N
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80
9
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3
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N
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81
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Ps
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16
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2
G
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6
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81
1
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14
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9
G
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0
N
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m
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81
2
Ps
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Do
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11
.
1
G
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d
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1
N
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s
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s
R
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m
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f
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W
81
3
Ps
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Do
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r
7.
6
F
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r
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r
8
N
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Y
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m
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81
4
Ps
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Do
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r
14
.
7
G
o
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d
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d
1
6
N
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Y
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s
Y
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s
R
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m
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v
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f
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r
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81
5
Ps
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Do
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r
18
.
7
G
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d
G
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1
7
N
o
Y
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s
Y
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s
R
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m
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f
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81
6
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Do
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‐
f
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r
13
.
2
G
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d
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1
4
N
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R
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m
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L
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s
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81
7
A ce
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8
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N
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R
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Ps
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11
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F
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1
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N
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R
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81
9
Ps
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u
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7.
4
F
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1
1
N
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s
N
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R
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t
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v
y
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m
82
0
Ps
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27
.
1
G
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d
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9
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82
1
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8
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2
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1
6
N
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s
N
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a
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n
82
2
Ps
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25
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6
G
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d
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2
5
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82
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25
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5
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7
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R
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m
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Date of Inventory: July 2016 Table Prepared: 07.27.2016 Updated: 12.15.2017
Tr
e
e
I
D
S
c
i
e
n
t
i
f
i
c
N
a
m
e
C
o
m
m
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n
N
a
m
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D
S
H
(i
n
c
h
e
s
)
Mu
l
t
i
s
t
e
m
D
S
H
(i
n
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h
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s
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a
l
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h
Co
n
d
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t
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r
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C
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d
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t
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D
r
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p
L
i
n
e
Ra
d
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s
(f
e
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t
)
La
n
d
m
a
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k
(Y
/
N
)
Vi
a
b
l
e
(Y
/
N
)
RO
W
Tr
e
e
s
(Y
/
N
)
Pr
o
p
o
s
e
d
A
c
t
i
o
n
N
o
t
e
s
82
4
Ps
e
u
d
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m
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n
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Do
u
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r
8.
1
G
o
o
d
G
o
o
d
N
o
Y
e
s
N
o
R
e
m
o
v
e
82
5
Ps
e
u
d
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t
s
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g
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m
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n
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Do
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l
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‐
f
i
r
12
.
2
P
o
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r
P
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r
1
8
N
o
N
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N
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N
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n
v
i
a
b
l
e
L
e
a
n
i
n
g
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n
8
2
5
82
6
Ps
e
u
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s
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m
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n
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e
s
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Do
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‐
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13
.
6
G
o
o
d
G
o
o
d
1
7
N
o
Y
e
s
N
o
R
e
m
o
v
e
L
o
s
t
t
o
p
82
7
Ps
e
u
d
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t
s
u
g
a
m
e
n
z
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e
s
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Do
u
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l
a
s
‐
f
i
r
18
.
1
G
o
o
d
G
o
o
d
1
6
N
o
Y
e
s
Y
e
s
R
e
m
o
v
e
f
o
r
R
O
W
D
e
a
d
s
u
b
d
o
m
i
n
a
n
t
82
8
Ps
e
u
d
o
t
s
u
g
a
m
e
n
z
i
e
s
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Do
u
g
l
a
s
‐
f
i
r
18
.
1
G
o
o
d
G
o
o
d
2
3
N
o
Y
e
s
N
o
R
e
m
o
v
e
82
9
Ps
e
u
d
o
t
s
u
g
a
m
e
n
z
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e
s
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Do
u
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l
a
s
‐
f
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r
17
.
2
G
o
o
d
G
o
o
d
2
1
N
o
Y
e
s
N
o
R
e
m
o
v
e
83
0
Ps
e
u
d
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t
s
u
g
a
m
e
n
z
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e
s
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Do
u
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l
a
s
‐
f
i
r
6.
2
F
a
i
r
F
a
i
r
6
N
o
Y
e
s
N
o
R
e
m
o
v
e
S
u
p
p
r
e
s
s
e
d
83
1
Ps
e
u
d
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t
s
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g
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m
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n
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s
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Do
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‐
f
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20
.
4
G
o
o
d
G
o
o
d
2
3
N
o
Y
e
s
N
o
R
e
m
o
v
e
83
2
Ps
e
u
d
o
t
s
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g
a
m
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n
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e
s
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Do
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l
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‐
f
i
r
14
.
3
G
o
o
d
G
o
o
d
1
7
N
o
Y
e
s
N
o
R
e
m
o
v
e
D
e
a
d
s
u
b
d
o
m
i
n
a
n
t
83
3
Ps
e
u
d
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t
s
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a
m
e
n
z
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s
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Do
u
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l
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s
‐
f
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r
14
.
0
G
o
o
d
G
o
o
d
1
9
N
o
Y
e
s
N
o
R
e
m
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v
e
K
i
n
k
i
n
s
t
e
m
83
4
Ps
e
u
d
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t
s
u
g
a
m
e
n
z
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e
s
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Do
u
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l
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s
‐
f
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r
8.
3
F
a
i
r
F
a
i
r
9
N
o
Y
e
s
Y
e
s
R
e
m
o
v
e
f
o
r
R
O
W
83
5
Ps
e
u
d
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t
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g
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m
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n
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Do
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‐
f
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r
10
.
5
G
o
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d
G
o
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d
1
7
N
o
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s
Y
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s
R
e
m
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v
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f
o
r
R
O
W
L
a
r
g
e
t
e
a
r
o
u
t
83
6
Ps
e
u
d
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t
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a
m
e
n
z
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Do
u
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f
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r
6.
7
F
a
i
r
F
a
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r
8
N
o
Y
e
s
Y
e
s
R
e
m
o
v
e
f
o
r
R
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W
L
o
s
t
t
o
p
83
7
Ps
e
u
d
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t
s
u
g
a
m
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n
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Do
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f
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r
22
.
3
1
1
.
7
,
1
9
G
o
o
d
G
o
o
d
2
7
N
o
Y
e
s
Y
e
s
R
e
m
o
v
e
f
o
r
R
O
W
C
o
d
o
m
i
n
a
n
t
83
8
Ps
e
u
d
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t
s
u
g
a
m
e
n
z
i
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s
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Do
u
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l
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s
‐
f
i
r
11
.
7
G
o
o
d
G
o
o
d
1
7
N
o
Y
e
s
Y
e
s
R
e
m
o
v
e
f
o
r
R
O
W
83
9
Ps
e
u
d
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t
s
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g
a
m
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n
z
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s
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Do
u
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l
a
s
‐
f
i
r
10
.
8
G
o
o
d
G
o
o
d
1
4
N
o
Y
e
s
Y
e
s
R
e
m
o
v
e
f
o
r
R
O
W
D
e
a
d
s
u
b
d
o
m
i
n
a
n
t
s
t
e
m
84
0
Ps
e
u
d
o
t
s
u
g
a
m
e
n
z
i
e
s
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Do
u
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l
a
s
‐
f
i
r
16
.
5
G
o
o
d
G
o
o
d
1
8
N
o
Y
e
s
Y
e
s
R
e
m
o
v
e
f
o
r
R
O
W
84
1
Ps
e
u
d
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t
s
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g
a
m
e
n
z
i
e
s
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Do
u
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l
a
s
‐
f
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r
8.
7
G
o
o
d
G
o
o
d
1
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2
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3
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m
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v
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89
4
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5
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2
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N
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m
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89
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m
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89
6
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m
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7
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8
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3
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94
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6
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95
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95
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m
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v
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95
4
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a
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8
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0
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d
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d
1
7
N
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s
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m
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v
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95
5
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m
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p
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3
5
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7
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r
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3
3
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s
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2
9
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4
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4
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s
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www.treesolutions.net 206‐528‐4670
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Date of Inventory: July 2016 Table Prepared: 07.27.2016 Updated: 12.15.2017
Tr
e
e
I
D
S
c
i
e
n
t
i
f
i
c
N
a
m
e
C
o
m
m
o
n
N
a
m
e
D
S
H
(i
n
c
h
e
s
)
Mu
l
t
i
s
t
e
m
D
S
H
(i
n
c
h
e
s
)
He
a
l
t
h
Co
n
d
i
t
i
o
n
St
r
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c
t
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a
l
C
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n
d
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t
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n
D
r
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p
L
i
n
e
Ra
d
i
u
s
(f
e
e
t
)
La
n
d
m
a
r
k
(Y
/
N
)
Vi
a
b
l
e
(Y
/
N
)
RO
W
Tr
e
e
s
(Y
/
N
)
Pr
o
p
o
s
e
d
A
c
t
i
o
n
N
o
t
e
s
95
7
A ln
u
s
r
u
b
r
a
Re
d
a
l
d
e
r
1
7
.
0
P
o
o
r
P
o
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r
1
5
N
o
N
o
N
o
N
o
n
v
i
a
b
l
e
I
v
y
i
n
c
a
n
o
p
y
,
2
d
e
a
d
s
t
e
ms
95
8
A ln
u
s
r
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b
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a
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d
a
l
d
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r
1
6
.
9
1
2
.
5
,
1
1
.
3
P
o
o
r
P
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r
1
7
N
o
N
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N
o
N
o
n
v
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a
b
l
e
1
d
e
a
d
s
t
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m
95
9
Ps
e
u
d
o
t
s
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g
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m
e
n
z
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e
s
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Do
u
g
l
a
s
‐
f
i
r
14
.
7
G
o
o
d
G
o
o
d
1
7
N
o
Y
e
s
N
o
R
e
m
o
v
e
96
0
Po
p
u
l
u
s
t
r
i
c
h
o
c
a
r
p
a
Bl
a
c
k
c
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t
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n
w
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d
3
3
.
9
F
a
i
r
F
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r
4
0
Y
e
s
Y
e
s
N
o
R
e
m
o
v
e
L
a
r
g
e
w
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u
n
d
i
n
t
r
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n
k
96
1
Ps
e
u
d
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t
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u
g
a
m
e
n
z
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e
s
i
i
Do
u
g
l
a
s
‐
f
i
r
17
.
7
G
o
o
d
G
o
o
d
1
8
N
o
Y
e
s
N
o
R
e
m
o
v
e
96
2
Po
p
u
l
u
s
t
r
i
c
h
o
c
a
r
p
a
Bl
a
c
k
c
o
t
t
o
n
w
o
o
d
3
2
.
5
G
o
o
d
G
o
o
d
2
4
Y
e
s
Y
e
s
N
o
R
e
m
o
v
e
96
3
A ce
r
m
a
c
r
o
p
h
y
l
l
u
m
Bi
g
l
e
a
f
m
a
p
l
e
3
7
.
0
G
o
o
d
G
o
o
d
3
4
Y
e
s
Y
e
s
N
o
R
e
m
o
v
e
5
s
t
e
m
s
,
m
e
a
s
u
r
e
d
a
t
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ar
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7
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3
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l
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6
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0
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9
Pr
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5
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m
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97
2
Cr
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4
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3
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7
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2
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s
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m
o
v
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97
4
A ln
u
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r
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b
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d
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l
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2
2
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0
1
6
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1
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N
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R
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V
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97
5
Pr
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8
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r
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6
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s
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6
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5
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l
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97
7
A ln
u
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Re
d
a
l
d
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r
1
0
.
6
P
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P
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1
N
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v
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a
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l
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No
t
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n
s
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r
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97
8
A ln
u
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r
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r
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d
a
l
d
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r
1
9
.
5
1
1
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r
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r
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7
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m
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9
Ps
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Do
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3
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m
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98
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r
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7
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2
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R
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m
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98
1
A ce
r
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a
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7
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5
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d
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1
N
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s
N
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R
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m
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v
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98
2
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Do
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f
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r
27
.
3
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3
3
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m
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98
3
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21
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5
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2
8
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m
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98
4
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r
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3
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1
6
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m
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98
5
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2
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a
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98
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1
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m
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d
a
l
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3
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2
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d
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2
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3
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a
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m
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8
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0
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d
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1
6
N
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s
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www.treesolutions.net 206‐528‐4670
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Date of Inventory: July 2016 Table Prepared: 07.27.2016 Updated: 12.15.2017
Tr
e
e
I
D
S
c
i
e
n
t
i
f
i
c
N
a
m
e
C
o
m
m
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n
N
a
m
e
D
S
H
(i
n
c
h
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s
)
Mu
l
t
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s
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m
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Co
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d
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St
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D
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L
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e
Ra
d
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s
(f
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t
)
La
n
d
m
a
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k
(Y
/
N
)
Vi
a
b
l
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(Y
/
N
)
RO
W
Tr
e
e
s
(Y
/
N
)
Pr
o
p
o
s
e
d
A
c
t
i
o
n
N
o
t
e
s
99
4
Al
n
u
s
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d
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3
5
.
5
1
4
,
1
5
,
1
6
,
1
6
,
1
8
G
o
o
d
G
o
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d
3
0
Y
e
s
Y
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s
N
o
R
e
m
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v
e
V
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b
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de
c
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99
5
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d
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r
3
8
.
9
2
4
,
1
6
,
1
8
,
1
9
G
o
o
d
G
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o
d
3
2
Y
e
s
Y
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s
N
o
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e
m
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v
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99
6
Fr
a
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c
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7
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8
G
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d
G
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d
1
8
N
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Y
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s
N
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R
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m
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v
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No
t
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s
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r
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m
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f
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R
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99
7
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a
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5
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1
1
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8
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0
Go
o
d
G
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3
6
Y
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s
Y
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s
Y
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s
R
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m
o
v
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f
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r
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L
a
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f
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r
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99
8
Ac
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r
m
a
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f
m
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4
5
.
0
G
o
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d
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d
4
0
Y
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s
Y
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s
N
o
R
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m
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v
e
N
a
r
r
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l
y
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t
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c
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r
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w
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s
t
p
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n
t
b
e
l
o
w
u
n
i
o
n
99
9
A ln
u
s
r
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b
r
a
Re
d
a
l
d
e
r
1
2
.
8
F
a
i
r
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r
1
7
N
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Y
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s
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R
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t
a
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n
10
0
0
A ce
r
m
a
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p
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m
Bi
g
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e
a
f
m
a
p
l
e
7
.
2
G
o
o
d
G
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d
1
8
N
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s
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R
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t
a
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n
10
0
1
A ce
r
m
a
c
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a
f
m
a
p
l
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6
.
8
G
o
o
d
G
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d
1
4
N
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Y
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s
N
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R
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t
a
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n
10
0
2
Pr
u
n
u
s
e
m
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y
8
.
8
6
.
9
,
5
.
5
G
o
o
d
G
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d
1
1
N
o
Y
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s
C
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m
l
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t
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;
co
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No
t
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m
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3
Pr
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Bi
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N
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Y
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m
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t
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n
;
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No
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y
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Pr
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N
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Y
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Cr
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Co
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8
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2
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8
N
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Y
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C
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Me
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Do
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0
No
Y
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Ps
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Do
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0
No
Y
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N
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R
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6
Ps
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Do
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r
14
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0
No
Y
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N
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R
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N
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r
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5
A ln
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Re
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1
2
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0
No
Y
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r
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5
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8
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5
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4
N
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R
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N
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r
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0
No
Y
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N
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R
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N
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r
20
2
3
5
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Bi
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4
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1
1
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1
6
N
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Y
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N
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R
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v
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r
20
2
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5
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Re
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1
0
.
0
No
Y
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R
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m
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v
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N
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r
20
3
3
7
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6
.
0
No
Y
e
s
N
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R
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m
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v
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N
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r
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4
4
9
A ce
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p
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6
.
0
No
Y
e
s
N
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R
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m
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v
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N
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t
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r
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2
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Bi
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m
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p
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6
.
0
No
Y
e
s
N
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R
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m
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v
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N
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t
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r
20
4
9
0
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p
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Bi
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6
.
0
No
Y
e
s
N
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R
e
m
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v
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N
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t
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r
20
4
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2
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p
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Bi
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6
.
0
No
Y
e
s
N
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R
e
m
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v
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N
o
t
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r
20
5
0
6
Po
p
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d
6
.
0
No
Y
e
s
N
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R
e
m
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v
e
N
o
t
t
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g
g
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r
20
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6
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Al
n
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r
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Re
d
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l
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r
2
3
.
8
1
2
,
1
2
,
1
2
,
8
,
6
,
6
N
o
Y
e
s
N
o
R
e
m
o
v
e
N
o
t
t
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fi
e
d
b
y
s
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v
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y
o
r
20
5
6
1
A ln
u
s
r
u
b
r
a
Re
d
a
l
d
e
r
2
1
.
1
1
0
,
1
0
,
1
0
,
1
2
N
o
Y
e
s
N
o
R
e
m
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v
e
N
o
t
t
a
g
g
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d
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n
t
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f
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d
by
s
u
r
v
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y
o
r
20
5
6
3
A ln
u
s
r
u
b
r
a
Re
d
a
l
d
e
r
1
3
.
4
1
2
,
6
N
o
Y
e
s
N
o
R
e
m
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v
e
N
o
t
t
a
g
g
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f
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d
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o r
20
6
0
1
A ln
u
s
r
u
b
r
a
Re
d
a
l
d
e
r
1
2
.
0
No
Y
e
s
N
o
R
e
m
o
v
e
N
o
t
t
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g
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r
20
7
2
2
Ps
e
u
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m
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Do
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s
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f
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r
14
.
0
No
Y
e
s
Y
e
s
R
e
m
o
v
e
f
o
r
R
O
W
N
o
t
t
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g
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d
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n
t
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f
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d
b
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s
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v
e
y
o
r
20
8
8
9
A ce
r
m
a
c
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o
p
h
y
l
l
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m
Bi
g
l
e
a
f
m
a
p
l
e
6
.
0
No
Y
e
s
N
o
R
e
m
o
v
e
N
o
t
t
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g
g
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d
,
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d
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f
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d
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y
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v
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y
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r
20
9
0
2
Ps
e
u
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t
s
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g
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m
e
n
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s
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Do
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s
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f
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r
18
.
0
No
Y
e
s
N
o
R
e
m
o
v
e
N
o
t
t
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g
g
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d
,
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d
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n
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d
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v
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y
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r
20
9
4
4
Ps
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t
s
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m
e
n
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s
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Do
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s
‐
f
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r
18
.
0
No
Y
e
s
N
o
R
e
m
o
v
e
N
o
t
t
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g
g
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d
,
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d
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t
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f
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d
b
y
s
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r
v
e
y
o
r
20
9
9
2
A ln
u
s
r
u
b
r
a
Re
d
a
l
d
e
r
1
8
.
4
1
4
,
1
2
N
o
Y
e
s
N
o
R
e
m
o
v
e
N
o
t
t
a
g
g
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d
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d
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n
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f
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d
b
y
s
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v
e
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r
20
9
9
4
Ps
e
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t
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m
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e
s
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Do
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g
l
a
s
‐
f
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r
6.
0
No
Y
e
s
N
o
R
e
m
o
v
e
N
o
t
t
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g
g
e
d
,
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d
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n
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f
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d
b
y
s
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v
e
y
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r
21
0
7
1
Ps
e
u
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t
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g
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Do
u
g
l
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s
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f
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r
16
.
0
Ye
s
N
o
R
e
m
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v
e
N
o
t
t
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d
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d
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d
b
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y
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r
21
2
0
3
Ac
e
r
m
a
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p
h
y
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l
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m
Bi
g
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f
m
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p
l
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6
.
0
No
Y
e
s
N
o
R
e
t
a
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n
N
o
t
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g
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d
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6
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n
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h
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m
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Ma
l
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Co
m
m
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n
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p
p
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e
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9
.
0
8
,
1
0
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1
4
No
Y
e
s
N
o
R
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m
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v
e
N
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t
t
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g
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r
To
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l
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1
.
8
Tr
e
e
s
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t
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r
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y
To
t
a
l
T
r
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e
s
8
4
7
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4
Tr
e
e
s
r
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www.treesolutions.net 206‐528‐4670
Tab 7.0
18396.003.TIR.doc
7.0 OTHER PERMITS
The City of Renton will be the governing body for the storm drainage. A building permit and
grading permit will be required from the City of Renton for the development of the on-site
drainage and roadway facilities.
These permits and all other permit applications required will be provided during final engineering.
Tab 8.0
18396.003.TIR.doc
8.0 ESC ANALYSIS AND DESIGN
This section will be completed during final engineering.
Tab 9.0
18396.003.TIR.doc
9.0 BOND QUANTITIES AND FACILITY SUMMARIES
This section will be completed during final engineering.
Tab 10.0
18396.003.TIR.doc
10.0 OPERATIONS AND MAINTENANCE MANUAL
The drainage facilities on this project will be public facilities owned and maintained by the City of
Renton. Storm drainage is collected in catch basins in the roadways and conveyed first to either a
detention vault or detention tank for flow control, then to a StormFilter for water quality, before
discharging to an existing catch basin, which eventually empties into May Creek. An Operations
and Maintenance Manual will be provided during final engineering.