HomeMy WebLinkAboutSR_ERC_Report_Walker_Subaru_250716_v4_FINALDEPARTMENT OF COMMUNITY
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SR_ERC Report_ Walker Subaru_250716_v1_DRAFT
ENVIRONMENTAL REVIEW COMMITTEE REPORT
ERC Meeting Date: July 21, 2025
Project File Number: PR25-000031
Project Name: Walker's Renton Subaru Service Department Expansion
Land Use File Number: LUA25-000171, ECF, CU-A, SA-A, MOD
Project Manager: Alex Morganroth, Principal Planner
Owner: Dale Walker (D&C Investments, LLC), 3400 E Valley Rd, Renton, WA 98057
Applicant/Contact: John Manuel, HHJ Architects, PLLC, 601 St. Helens Ave, Tacoma, WA 98402
Project Location: 519 SW 12th St, Renton, WA 98057 (APN 3340404265)
Project Summary: The applicant is requesting an Administrative Conditional Use Permit,
Administrative Site Plan Review, Environmental (SEPA) Review, and a street
Modification to construct a 14,417 sq. ft. service shop addition and 1,216 sq. ft.
drive through addition to the existing small vehicle service area on the subject
property located at 519 SW 12th St (APN 3340404265). The existing building and
drive-through area total approximately 22,140 sq. ft. The 2.13 acre property is
located in the Commercial Arterial (CA) zoning district and Auto Mall Area A
overlay district and has a Comprehensive Plan Land Use Designation of
Commercial Mixed Use (CMU). The proposed addition would add new service
bay stalls, parts storage area, and office space. Approximately twenty (20) new
parking stalls would be established on the site. Access to the site would remain
via the two (2) existing driveways off of Seneca Ave SW and two (2) driveway off
of SW 12th St. The applicant has proposed the removal of five (5) trees.
According to City of Renton (COR) Maps, the site is located within a High
Seismic Hazard Area. The applicant submitted a Traffic Impact Analysis, a
Drainage Report, an Arborist Report, and an Environmental Checklist to
evaluate the application.
Exist. Bldg. Area SF: 22,140 SF Proposed New Bldg. Area (footprint):
Proposed New Bldg. Area (gross):
15,633 SF
15,633 GSF
Site Area: 92,600 sq. ft. (2.13 ac) Total Building Area GSF: 37,773 SF
STAFF
RECOMMENDATION:
Staff Recommends that the Environmental Review Committee issue a
Determination of Non-Significance - Mitigated (DNS-M).
Docusign Envelope ID: A8A5BFC1-1B8B-45C4-AB62-B0960DC02697
City of Renton Department of Community & Economic Development
Walker's Renton Subaru Service Department Expansion
Staff Report to the Environmental Review Committee
LUA25-000171, ECF, CU-A, SA-A, MOD
Report of July 21, 2025 Page 2 of 8
SR_ERC Report_Walker Subaru_250716_v1_DRAFT
ENVIRONMENTAL REVIEW
In compliance with RCW 43.21C.240, the following environmental (SEPA) review addresses only those project
impacts that are not adequately addressed under existing development standards and environmental
regulations.
A. Environmental Threshold Recommendation
Based on analysis of probable impacts from the proposal, staff recommends that the Responsible
Officials:
Issue a DNS-M with a 14-day appeal period
B. Mitigation Measures
1. The project construction shall comply with the recommendations found in the geotechnical
engineering report, prepared by Migizi Group and dated December 11, 2024, or future addenda.
2. The applicant’s geotechnical engineer shall review the final construction and building permit
plans to verify consistency with the report recommendations. A stamped letter shall be provided
to the City confirming that the plans meet the intent of the geotechnical recommendations.
3. The applicant shall sample soil for arsenic and lead following 2019 Tacoma Smelter Plume
Guidance. If lead or arsenic are found at concentrations above the Model Toxics Control Act
(MTCA) cleanup level, construction workers and employees on site shall be notified of their
occurrence.
C. Exhibits
Exhibit 1: Environmental Review Committee (ERC) Report
Exhibit 2: Environmental Checklist
Exhibit 3: Site Plan
Exhibit 4: Landscape and Irrigation Plans
Exhibit 5: Architectural Plans
Exhibit 6: Civil Plans (Grading, Drainage, Utility, and Frontage)
Exhibit 7: Construction Mitigation Description
Exhibit 8: Preliminary Technical Information Report, prepared by AHBL, dated March 2025
Exhibit 9: Geotechnical Engineering Report, prepared by Migizi Group, Inc., dated
December 11, 2024
Exhibit 10: Traffic Impact Analysis, prepared by Heath & Associates, dated February 19,
2025
Exhibit 11: Arborist Report, prepared by Nature by Design, dated March 13, 2025
Exhibit 12: Department of Ecology Comment Letter, dated June 18, 2025
Docusign Envelope ID: A8A5BFC1-1B8B-45C4-AB62-B0960DC02697
City of Renton Department of Community & Economic Development
Walker's Renton Subaru Service Department Expansion
Staff Report to the Environmental Review Committee
LUA25-000171, ECF, CU-A, SA-A, MOD
Report of July 21, 2025 Page 3 of 8
SR_ERC Report_Walker Subaru_250716_v1_DRAFT
Exhibit 13: Department of Ecology Staff Response Email, dated June 23, 2025
Exhibit 14: Transportation Concurrency Test Memorandum, prepared by Nathan Janders,
dated July 15, 2025
Exhibit 15: Frontage Improvement Waiver Request
Exhibit 16: Advisory Notes
D. Environmental Impacts
The Proposal was circulated and reviewed by various City Departments and Divisions to determine
whether the applicant has adequately identified and addressed environmental impacts anticipated to
occur in conjunction with the proposed development. Staff reviewers have identified that the proposal is
likely to have the following probable impacts:
1. Earth
Impacts: The 2.13-acre subject site is currently developed with an existing small vehicle service
facility and associated parking areas (Exhibit 3). The site topography is generally flat, with minimal
grade changes and an average slope of less than 4-percent (4%) across the site. According to City
of Renton (COR) maps, the site is located within a High Seismic Hazard Area. The applicant has
proposed approximately 300 cubic yards (cy) of cut and 300 cubic yards (cy) of fill (Exhibit 2).
The applicant submitted a Geotechnical Engineering Report, dated December 11, 2024, prepared
by Migizi Group, Inc. (Exhibit 9). The applicant’s geotechnical engineer completed a geotechnical
investigation on November 4 and 5, 2024. The investigation program included surface
reconnaissance of the site and advancement of five (5) hollow stem auger borings to depths
ranging from approximately 21.5 to 31.5 feet. Three (3) borings were located adjacent to the
existing facility, and two (2) were located toward the perimeter of the property. According to the
report, the borings revealed relatively consistent subgrade conditions consisting of an asphalt
section underlain by loose to medium dense non-native gravelly sand subbase. Native soils
beneath this fill include very soft silts and sands, grading to coarser, medium dense sands and
gravels at approximately 20 to 23 feet below grade. The underlying soils are typical Holocene
alluvial deposits associated with historic floodplain features.
Groundwater was encountered in four of the five borings at depths ranging from approximately
eight to fourteen feet (8’ to 14’) below existing site elevations. The report indicates the
groundwater table may fluctuate higher during wet winter months, with perched conditions
possible near the surface within fine-grained soil layers. However, due to the fine-grained upper
soils and shallow groundwater conditions, the report concludes that infiltration is infeasible for
the project.
The site is located within a mapped high seismic hazard area. Based on the soil profile and
groundwater conditions, the report concluded that the site has a moderate to high susceptibility
to liquefaction during a significant seismic event.
The applicant’s geotechnical engineer provided detailed recommendations for site preparation
and structural support, including but not limited to: over-excavation of spread footing subgrades
to depths of three to five feet (3’ to 5’) and installation of engineered structural fill bearing pads;
over-excavation of slab-on-grade floors to a minimum depth of two feet (2’) with compacted
structural fill; over-excavation of pavement subgrades to a minimum depth of 12-inches (12”) with
properly compacted subbase; implementation of perimeter drainage systems; temporary
dewatering measures; and erosion and sediment control best practices.
Due to the mapped seismic hazard and liquefaction susceptibility, staff recommends a mitigation
measure requiring that the project comply with all recommendations in the Geotechnical
Docusign Envelope ID: A8A5BFC1-1B8B-45C4-AB62-B0960DC02697
City of Renton Department of Community & Economic Development
Walker's Renton Subaru Service Department Expansion
Staff Report to the Environmental Review Committee
LUA25-000171, ECF, CU-A, SA-A, MOD
Report of July 21, 2025 Page 4 of 8
SR_ERC Report_Walker Subaru_250716_v1_DRAFT
Engineering Report, prepared by Migizi Group Inc., dated December 11, 2024, and any future
addenda. Additionally, staff recommends that prior to construction, the applicant’s geotechnical
engineer shall review the final construction and building permit plans to verify consistency with
the report recommendations. A stamped letter shall be provided to the Current Planning Project
Manager confirming that the plans meet the intent of the geotechnical recommendations.
Mitigation Measures:
1. The project construction shall comply with the recommendations found in the Geotechnical
Engineering Report, prepared by Migizi Group, Inc., dated December 11, 2024, or any future
addenda.
2. The applicant’s geotechnical engineer shall review the final construction and building permit
plans to verify consistency with the report recommendations. A stamped letter shall be
provided to the City confirming that the plans meet the intent of the geotechnical
recommendations.
Nexus: City of Renton Comprehensive Plan Policy LU-37; State Environmental Policy Act (SEPA)
Environmental Review, RMC 4-3-050 Critical Areas Regulations, and RMC 4-4-060 Grading,
Excavation and Mining Regulations.
2. Air
Impacts: It is anticipated that some temporary air quality impacts could be associated with site
work and building construction required to develop this site. Project development impacts during
construction may include dust as a result of grading and exhaust from construction vehicles and
equipment. Dust control would be mitigated through the use of temporary erosion control
measures, watering or other measures to remediate impacts as needed. Long term emissions
from vehicles owned by residents and delivery companies would occur following project
completion.
No further site-specific mitigation for the identified impacts from typical vehicle and construction
exhaust is required.
Mitigation Measures: No further mitigation is recommended.
Nexus: Not applicable.
3. Water
a. Storm Water
Impacts: The applicant submitted a Preliminary Drainage Plan and Technical Information
Report (TIR) prepared by AHBL and dated March 2025 (Exhibits 6 and 8). The report analyzes
the site’s existing and proposed surface water collection, conveyance, and treatment. The
subject property generally slopes with minimal grade changes and drains primarily to the
southeast corner. Based on the City of Renton’s flow control map, the site falls under the Peak
Rate Flow Control Standard (Matching Existing Conditions) and is located within the Black
River–Springbrook Creek Drainage Basin.
The development is subject to a Full Drainage Review in accordance with the 2022 Renton
Surface Water Design Manual (RSWDM). All nine (9) core requirements and six (6) special
requirements have been addressed in the report. The applicant proposes to connect site
drainage to the City’s public storm drainage system in Seneca Ave SW and to use an on-site
storm drainage bioswale and detention system in the southeast corner of the site.
Additionally, the northwest portion of the site is proposed to be diverted to Seneca Ave SW,
replacing the current configuration where runoff passes beneath the existing service drive-
through area.
Docusign Envelope ID: A8A5BFC1-1B8B-45C4-AB62-B0960DC02697
City of Renton Department of Community & Economic Development
Walker's Renton Subaru Service Department Expansion
Staff Report to the Environmental Review Committee
LUA25-000171, ECF, CU-A, SA-A, MOD
Report of July 21, 2025 Page 5 of 8
SR_ERC Report_Walker Subaru_250716_v1_DRAFT
The project is located within a basin where flow control matching existing conditions applies.
Since the majority of the site is already developed with impervious surfaces, and the project
primarily replaces these surfaces, a flow control exemption applies (Core Requirement #3 –
0.15 cfs exemption). However, the site currently contains an existing detention pond that
must be verified to ensure that the pond and associated flow control structure are sized
appropriately and remain in proper working condition prior to issuance of building permits.
Final review and verification of flow control requirements will occur during the civil
construction permit review to confirm compliance with the 2022 RSWDM.
To satisfy Core Requirement #8, the applicant proposes to use a new Stormfilter catch basin
(CB) and the existing bioswale for enhanced basic water quality treatment. The new
Stormfilter CB is proposed for the northwest corner connection to the Seneca Ave SW system,
while the existing bioswale serves the southern property line. However, the existing bioswale
does not meet current “Enhanced Basic Water Quality” requirements. The applicant must
either upgrade the existing bioswale to a treatment facility that meets current standards, use
a treatment train, or demonstrate that there is less than 5,000 square feet of replaced
pollution-generating impervious surface by confirming that the building expansion’s roofing
material is non–pollution generating. Although the northwest parking diversion area is under
5,000 square feet, the area previously discharged to a water quality facility; therefore, staff
concurs that a new Stormfilter CB is appropriate. Final water quality measures would be
confirmed during the civil construction permit review to ensure compliance with the 2022
RSWDM (Exhibit 16).
On-site Best Management Practices (BMPs) to meet Core Requirement #9 will be required for
the project. The TIR states that infiltration-based BMPs are infeasible due to underlying soil
and groundwater conditions. However, the feasibility of partial infiltration options,
bioretention, permeable pavement, perforated pipe systems, or rain gardens must still be
fully analyzed. Final BMP feasibility would be confirmed during civil construction permit
review.
The development is subject to a system development charge (SDC) for stormwater, which is
currently $0.94 per square foot of new impervious surface area, with a minimum charge of
$2,350. The applicable SDC will be assessed and collected at the time of construction permit
issuance.
A Construction Stormwater General Permit from the Department of Ecology may be required
if clearing and grading exceeds one acre. The applicant shall confirm with the Department of
Ecology whether the permit is needed. A Stormwater Pollution Prevention Plan (SWPPP) is
required and will be reviewed with the civil construction permit. It is anticipated that the
requirements set forth by the 2022 RSWDM, or a future stormwater manual adopted by the
City of Renton, would be sufficient to mitigate stormwater impacts generated by the proposed
development.
Mitigation Measures: No further mitigation recommended.
Nexus: Not applicable.
4. Environmental Health
a. Environmental Health Hazards
Impacts: Staff received a letter from the Department of Ecology (DOE), dated June 18, 2025
(Exhibit 12) regarding the proposed project. In the letter, the agency identifies the project site
as being located in an area that may have been contaminated with heavy metals due to air
emissions originating from the old Asarco smelter in north Tacoma. The letter requests that
the SEPA lead agency (City of Renton) include three (3) mitigation measures as part of the
Docusign Envelope ID: A8A5BFC1-1B8B-45C4-AB62-B0960DC02697
City of Renton Department of Community & Economic Development
Walker's Renton Subaru Service Department Expansion
Staff Report to the Environmental Review Committee
LUA25-000171, ECF, CU-A, SA-A, MOD
Report of July 21, 2025 Page 6 of 8
SR_ERC Report_Walker Subaru_250716_v1_DRAFT
threshold determination related to entry into the agency’s Voluntary Clean-up Program (VCP)
under the Washington Model Toxics Control Act.
Staff confirmed that the Tacoma Smelter Plume map indicates the potential presence of
heavy metals on the site, similar to a large swath of Renton’s jurisdictional area. Therefore,
staff recommends a mitigation measure that the applicant be required to sample soil for
arsenic and lead following the 2019 Tacoma Smelter Plume Guidance. If lead or arsenic are
found at concentrations above the Model Toxics Control Act (MTCA) cleanup level,
construction workers and employees on site shall be notified of their occurrence.
Mitigation Measures: The applicant shall sample soil for arsenic and lead following 2019
Tacoma Smelter Plume Guidance. If lead or arsenic are found at concentrations above the
Model Toxics Control Act (MTCA) cleanup level, construction workers and employees on site
shall be notified of their occurrence.
Nexus: Renton Comprehensive Plan Policy UT-32; State Environmental Policy Act (SEPA)
Environmental Review; and DOE comment letter (Exhibit 12).
b. Noise
Impacts: Noise impacts would primarily result from the construction of the proposed road
improvements and new structure and addition. The construction noise would be regulated
through the City’s adopted noise level regulations per Chapter 8-7, RMC. The City’s noise
regulations limit haul hours between 8:30 a.m. to 3:30 p.m., Monday through Friday unless
otherwise approved by the Development Services Division. Permitted work hours in or near
residential areas are restricted to the hours between seven o’clock (7:00) a.m. and eight
o’clock (8:00) p.m. for multi-family construction activities from Monday through Friday. Work
on Saturdays is restricted to the hours between nine o’clock (9:00) a.m. and eight o’clock
(8:00) p.m. No work is permitted on Sunday.
Temporary noise impacts are anticipated, that would be commonly associated with
commercial development. The project is located in an area adjacent to a major freeway and
is surrounded by existing auto-centric commercial and industrial uses. Therefore, no
significant impacts, are anticipated and no specific mitigation measures are recommended.
Mitigation Measures: No further mitigation is recommended.
Nexus: Not applicable.
5. Light and Glare
Impacts: The proposed project involves the construction of additions to an existing vehicle
service facility, expansion of paved areas, and related site improvements. Exterior lighting would
be limited to standard site safety and security lighting for parking, drive aisles, and building
entrances. Lighting fixtures are anticipated to be downward-directed and shielded to minimize
spillover onto adjacent properties.
Given the commercial nature of the site, the existing surrounding development, and the scale of
the additions, the project is not anticipated to generate significant light or glare impacts on
neighboring properties or roadways.
Mitigation Measures: No further mitigation is recommended.
Nexus: Not applicable.
6. Transportation
Impacts: The applicant submitted a Traffic Impact Analysis (TIA), prepared by Heath &
Associates, dated February 19, 2025 (Exhibit 10). The report analyzes anticipated vehicle trip
Docusign Envelope ID: A8A5BFC1-1B8B-45C4-AB62-B0960DC02697
City of Renton Department of Community & Economic Development
Walker's Renton Subaru Service Department Expansion
Staff Report to the Environmental Review Committee
LUA25-000171, ECF, CU-A, SA-A, MOD
Report of July 21, 2025 Page 7 of 8
SR_ERC Report_Walker Subaru_250716_v1_DRAFT
generation, trip distribution, and impacts on the surrounding transportation network. The site is
currently developed as an existing auto service facility and is proposed to expand with a 14,417
square-foot service shop addition and a 1,216 square foot drive-through addition.
The subject site fronts SW 12th St, Seneca Ave SW, and Lind Ave SW. The site also abuts I-405. As
the project proposes more than $175,000 in exterior improvements, full frontage improvements
are required per RMC 4-6-060.
SW 12th St is classified as a Commercial Access street. Existing conditions include a 36-foot-wide
paved section with sidewalks, planter strips, and curbs on both sides. The site lies within the Auto
Mall Improvement Plan area, which calls for a 24-foot paved roadway, a one-half-foot (0.5’) wide
curb, and five-foot (5’) wide sidewalk. Staff has reviewed the existing improvements and
determined they meet the applicable standards. No additional dedication or road widening, is
required, pending final survey. The existing ADA ramp at the southeast corner of the SW 12th
St/Seneca Ave SW intersection may need to be upgraded to current standards, including
upgrades to receiving ramps on the southwest and northeast corners (Exhibit 16). Further analysis
will occur at the time of civil construction permit application review.
Seneca Ave SW is also classified as a Commercial Access street. The existing improvements
include a 26-foot paved width, sidewalk, planter strip, and curb on the project side. As with SW
12th St, the site is located within the Auto Mall Improvement Plan area. Staff finds that the current
frontage improvements along Seneca Ave SW meet the applicable standards, and no further
dedication is required, pending final survey. ADA upgrades to driveways and sidewalk
obstructions (e.g., utility poles) will be required.
Lind Ave SW is classified as a four-lane Minor Arterial. The subject property abuts the I-405 bridge
structure at this location, and the frontage is characterized by steep embankments. The applicant
submitted a frontage improvement waiver, per RMC 4-9-250, requesting relief from constructing
frontage improvements due to topographic constraints and the location of the bridge structure
(Exhibit 15). City staff supports the waiver, as improvements at this location would require
structural modification to the existing WSDOT bridge and are not feasible within the scope of this
project. Further evaluation would occur at the time of site plan review.
Primary access to the site would remain via three (3) existing driveways: two (2) off of Seneca Ave
SW and two (2) off of SW 12th St. No changes are proposed to the existing driveway configuration.
The TIA estimates that the proposed development would generate 413 net new average daily trips.
Of these, 27 new trips would occur during both the AM and PM peak hours (AM: 20 in, 7 out; PM:
10 in, 17 out), based on rates from the Institute of Transportation Engineers (ITE) Trip Generation
Manual, 11th Edition (Land Use Code 840 – Auto Sales).
The TIA evaluated the impact of the proposed development on nearby intersections and
concluded that the additional vehicle trips would not result in a decrease in the level of service
(LOS) below City standards. Staff concurs with the analysis and findings, and therefore no off-site
mitigation measures are recommended beyond payment of the applicable transportation impact
fees and completion of required frontage improvements.
The development may be subject to transportation impact fees in accordance with RMC 4-6-090.
The 2025 transportation impact fee is $8,031.94 per net new PM peak hour person-trip. The exact
fee amount will be calculated and assessed at the time of building permit issuance, based on the
most current rates.
Based on the transportation concurrency test review (Exhibit 14), the City’s adopted
Transportation Plan, and the proposed payment of impact fees and required frontage
improvements, the project is anticipated to comply with the City’s level of service and
concurrency standards.
Docusign Envelope ID: A8A5BFC1-1B8B-45C4-AB62-B0960DC02697
City of Renton Department of Community & Economic Development
Walker's Renton Subaru Service Department Expansion
Staff Report to the Environmental Review Committee
LUA25-000171, ECF, CU-A, SA-A, MOD
Report of July 21, 2025 Page 8 of 8
SR_ERC Report_Walker Subaru_250716_v1_DRAFT
Mitigation Measures: No further mitigation is recommended.
Nexus: Not applicable.
E. Comments of Reviewing Departments
The proposal has been circulated to City Department and Division Reviewers. Where applicable, their
comments have been incorporated into the text of this report and/or “Advisory Notes to Applicant.”
✓ Copies of all Review Comments are contained in the Official File and may be attached to this
report.
The Environmental Determination decision will become final if the decision is not appealed within the
14-day appeal period (RCW 43.21.C.075(3); WAC 197-11-680).
Environmental Determination Appeal Process: Appeals of the environmental determination must be
filed in writing on or before 5:00 p.m. on August 4, 2025. Appeals must be submitted electronically to the
City Clerk at cityclerk@rentonwa.gov or delivered to City Hall 1st floor Lobby Hub Monday through Friday. The
appeal fee, normally due at the time an appeal is submitted, will be collected at a future date if your appeal
is submitted electronically. The appeal submitted in person may be paid on the first floor in our Finance
Department. Appeals to the Hearing Examiner are governed by RMC 4-8-110 and additional information
regarding the appeal process may be obtained from the City Clerk’s Office, cityclerk@rentonwa.gov.
Docusign Envelope ID: A8A5BFC1-1B8B-45C4-AB62-B0960DC02697
CITY OF RENTON
DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT
STAFF REPORT TO THE ENVIRONMENTAL REVIEW COMMITTEE
EXHIBITS
Project Name:
Walker's Renton Subaru Service Department
Expansion
Land Use File Number:
LUA25-000171, ECF, CU-A, SA-A, MOD
Date of Meeting
July 21, 2025
Staff Contact
Alex Morganroth
Principal Planner
Project
Contact/Applicant
John Manuel, HHJ
Architects, PLLC, 601 St.
Helens Ave, Tacoma, WA
98402
Project Location
519 SW 12th St, Renton,
WA 98057 (APN
3340404265)
The following exhibits are included with the ERC Report:
Exhibit 1: Environmental Review Committee (ERC) Report
Exhibit 2: Environmental Checklist
Exhibit 3: Site Plan
Exhibit 4: Landscape Plan
Exhibit 5: Architectural Plan
Exhibit 6: Civil Plans (Grading, Drainage, Utility)
Exhibit 7: Construction Mitigation Description
Exhibit 8: Preliminary Technical Information Report, prepared by AHBL, dated March 2025
Exhibit 9: Geotechnical Report, prepared by Migizi Group, Inc, dated December 11, 2025
Exhibit 10: Traffic Impact Analysis, prepared by Heath & Associates, dated February 19,
2025
Exhibit 11: Arborist Report, prepared by Nature by Design, dated March 13, 2025
Exhibit 12: Department of Ecology Comment, dated June 18, 2025
Exhibit 13: Staff Response to Public Comment
Exhibit 14: Transportation Concurrency
Exhibit 15: Waiver Request
Exhibit 16: Advisory Notes
Docusign Envelope ID: A8A5BFC1-1B8B-45C4-AB62-B0960DC02697