HomeMy WebLinkAboutCC Agenda Packet 03212023MARCH 21, 2023
City of Port Angeles Council Meeting Agenda
This meeting will be conducted as a hybrid meeting. In hybrid meetings, members of the public, Council members, and City staff
have the option to attend the meeting in person, in the City Hall Council Chambers located at 321 East 51h Street in Port Angeles, or
remotely via telephone or video link.
The Mayor may determine the order of business for a particular City Council meeting. The agenda should be arranged to best serve
the needs and/or convenience of the Council and the public. The Mayor will determine time of break. Hearing devices are available
for those needing assistance. The items of business for regular Council meetings may include the following:
A. Call to Order —Special Meeting at 5:00 p.m. —A closed session under authority of RCW 42.30.140(4), to discuss
collective bargaining with an employee organization and an Executive Session under RCW 42.30.110(1)(i) to discuss potential
litigation with legal counsel.
Call to Order — Regular Meeting at 6:00 p.m.
B. Roll Call, Pledge of Allegiance
Ceremonial Matters, Proclamations & Employee Recognitions
C. Public Comment
The City Council desires to allow the opportunity for Public Comment. However, the business of the City must proceed in an orderly
and timely manner. Visit https://www.cilyofpa.us/Live-Virtual-Meetings to learn how to participate during public comment and or
watch the meeting live. Written public comments can be submitted to: council -,cityofpa.us, comments will not be read aloud.
To provide pre-recorded messages to the City Council by phone, please call 360-417-4504. Messages received will be made a part of
the final record. Comments should be received by 2:00 p.m. Tuesday, March 21, 2023.
For audio only please call: 1-844-992-4726
Use access code: 2553 682 8446
Once connected, press *3 to raise your virtual hand if you wish to make a comment or public testimony. You will be notified when it
is your turn to speak. This access code is good for the March 21, 2023 meeting only.
If you are joining in through the WebEx link:
hgps:Hcilyofpa.webex.com/cilyofpa/onstage/jz.php?MTID=e42e57c l5ab2f8dc63d7f693 86697fec2
and wish to make a comment or public testimony, please use the "raise your hand" feature in WebEx. You will be notified when it is
your turn to speak.
Members of the public may address the City Council at the beginning and end of any Regular Meeting under "Public Comment."
During the "Public Comment" portion of the meeting, individuals may speak to agenda items, except those scheduled for a Public
Hearing. The City Council desires to allow the opportunity for Public Comment. However, the business of the City must proceed in
an orderly, timely manner. At any time, the presiding officer, in the presiding officer's sole discretion, may set such reasonable limits
as are necessary to prevent disruption of other necessary business. At its most restrictive, Public Comment shall be limited to a total
of 15 minutes for the first Public Comment period and shall be concluded not later than 9:45 for the second Public Comment period.
Individuals may speak for three (3) minutes or less, depending on the number of people wishing to speak. If more than 20 people are
signed up to speak each speaker may be allocated two (2) minutes.
Individuals who are residents of the City or own businesses within the City will be called to speak first, with preference given to those
who wish to speak to an item on the meeting's agenda. If time remains, the presiding officer will call other individuals wishing to
March 21, 2023 Port Angeles City Council Meeting Page 1
speak, generally in the order in which they have signed in. If time is available, the presiding officer may call for additional unsigned
speakers.
Persons speaking shall state their name, whether they reside within the City limits, whether they have any other pertinent connection
to the City, and whether they are appearing as the representative of an organization. Excerpts: Council Rules of Procedure Section 12
D. Late Items
To be placed on this or future agendas, including any executive session needed during or at the end of the meeting.
E. Consent Agenda I Approve
1. City Council Minutes of January 24, February 7, February 21, February 28, and March 7 ...........................................E-1
2. Expenditure Report: From February 25, 2023 to March 10, 2023 in the amount of $1,867,706.91...............................E-13
3. Neighborhood Sewer Rehab Shane Park CIPP Lining, CON 2022-25, Final Acceptance / Accept the Neighborhood Sewer
Rehab Shane Park CIPP Lining Project CON 2022-25 as complete, and authorize staff to proceed with project closeout, and
release the 5% retainage upon receipt of all required clearances.................................................................................. E-29
4. Peninsula Area Public Access Agreement Extension / Approve and authorize the City Manager to sign Amendment #1 to the
Agreement between City of Port Angeles and the Peninsula Area Public Access (PAPA) and make minor modifications as
necessary.........................................................................................................................................................................E-31
5. A Street Substation Electrical Switchgear Upgrade — Final Acceptance / Accept the A Street Substation Electrical Switchgear
Upgrade Project No. CON 2021-45 as complete, and authorize staff to proceed with project closeout, and release the
retainage funds upon receipt of all required clearances................................................................................................. E-34
6. Water Utility Material and Part Purchase / Authorize the purchase of materials and parts supplies from the State Contract
low bidder, Ferguson Waterworks for an annual amount not to exceed $60, 000.00...................................................... E-35
7. 2022 Shane Park Sewer Relocate, CON-2022-48, Award Construction Contract / Approve and award a construction contract
with 2-Grade LLC for the 2022 Shane Park Sewer Relocate Project CON-2022-48, for the total bid amount of $39, 383.42,
including taxes; and authorize the City Manager to sign and execute the construction contract and to make minor
modifications to the Agreement if necessary.................................................................................................................. E-36
8. Container Purchase for Recycled Glass Roll Off / Authorize the City Manager to execute a contract for the purchase of four
(4) 20yd Glass Recycle Roll -off containers from Wastequip of Albany, Oregon and authorize the City Manager to make
minor modifications to the purchase contract if necessary............................................................................................. E-38
F. Public Hearings 16:30 p.m. or Soon Thereafter..................................................................................................None
G. Ordinances Not Requiring Council Public Hearings
1. Title 1 / Conduct Pt Reading / Continue to April 4......................................................................................................... G-1
2. Title 9 / Conduct 1' Reading / Continue to April 4......................................................................................................... G-13
3. Title 17 Municipal Code Amendments / Conduct 2nd Reading /Adopt Ordinance......................................................... G-52
H. Resolutions Not Requiring Council Public Hearings.......................................................................................None
i. Other Considerations
1. Climate Resilient Vehicle Replacement Program Vision 2023-2028 / Council Discussion...........................................I-1
2. Lodging Tax Advisory Committee Appointments / Appoint...........................................................................................I-8
3. Public Safety Advisory Committee Appointment / Appoint............................................................................................I-10
4. Joint Public Safety Building Presentation / Council Discussion....................................................................................I-12
J. Contracts & Purchasing
K. Council Reports
L. Information
City Manager Reports:
March 21, 2023 Port Angeles City Council Meeting Page 2
1. January/February Building Report ................................................................................................................................... L-1
M. Second Public Comment
Follow the instructions from the first public comment period.
Adjournment
PUBLIC HEARINGS
Public hearings are set by the City Council in order to meet legal requirements. City Council may set a public hearing in order to
receive public input prior to making decisions which impact citizens. Certain matters may be controversial and City Council may
choose to seek public opinion through the public hearing process.
March 21, 2023 Port Angeles City Council Meeting Page 3
CITY COUNCIL SPECIAL MEETING
Port Angeles, Washington
January 24, 2023
This meeting was conducted as a hybrid meeting.
CALL TO ORDER SPECIAL MEETING
Mayor Dexter called the special meeting of the Port Angeles City Council to order at 5:00 p.m.
Members Present: Mayor Dexter, Deputy Mayor Meyer, Council Members Carr, McCaughan, Schromen-Wawrin and
Suggs.
Members Absent: Vacant seat.
Staff Present: City Manager West, Assistant City Manager Goings, Attorney Bloor, Clerk Martinez -Bailey, C.
Delikat, B. Smith, S. Carrizosa, D. Sharp, and M. Healy.
Council discussed Council candidate interview process. By consensus, Council determined each candidate, Mark
Hodgson, Andrew Schwab, and Amy Miller, would be offered four minutes to answer questions asked by individual
Council members. Using a randomizer application, Council member Schromen-Wawrin provided the Mayor with a
random order for candidates to follow to answer questions. Each candidate then in that order used their time to
answer questions asked by each Council member. Council discussion followed.
The Mayor recessed the meeting for a break at 5:47 p.m. The meeting reconvened at 5:51 p.m.
The Mayor clarified Council's use of rank choice voting. The Mayor displayed a graph on the screen to capture for
those in the audience and in the virtual meeting, each Council's rank choice. The Mayor identified the results of
rank choice voting identified Amy Miller as the top choice.
It was moved by Schromen-Wawrin and seconded by Carr to:
Appoint Amy Miller to seat #2 on the Port Angeles City Council.
Motion carried 6-0.
ADJOURNMENT
Mayor Dexter adjourned the meeting at 7:00 p.m.
Kate Dexter, Mayor
Kari Martinez -Bailey, City Clerk
March 21, 2023 E - 1
CITY COUNCIL MEETING
Port Angeles, Washington
February 7, 2023
This meeting was conducted as a hybrid meeting.
CALL TO ORDER SPECIAL MEETING
Mayor Dexter called the special meeting of the Port Angeles City Council to order at 5:00 p.m.
Members Present In -Person: Mayor Dexter, Council Members Carr, McCaughan, Miller, Schromen-Wawrin and
Suggs.
Members Present Virtually: Deputy Mayor Meyer.
Members Absent: None
Staff Present: City Manager West, Attorney Bloor, Clerk Martinez -Bailey.
EXECUTIVE SESSION
Based on input from City Attorney William Bloor, Mayor Dexter announced the need for an Executive Session
under authority of RCW 42. 30. 110 (1)(b), consideration of site selection or acquisition of real estate purchase or
lease if likelihood that disclosure would increase price and under RCW 42.30.110(1)(i) to discuss potential litigation
with legal counsel until 5:55 p.m. The Executive Session convened at 5:00 p.m.
ADJOURNMENT
Mayor Dexter adjourned the Special Meeting at 5:55 p.m.
CALL TO ORDER -REGULAR MEETING
Mayor Dexter called the regular meeting of the Port Angeles City Council to order at 6:00 p.m.
ROLL CALL
Members Present: Mayor Dexter, Deputy Mayor Meyer, Council Members Carr, Miller, McCaughan, Schromen-
Wawrin and Suggs.
Members Absent: None
Staff Present: City Manager West, Assistant City Manager C. Goings, Attorney Bloor, Clerk Martinez -Bailey, C.
Delikat, D. Sharp, B. Smith, S. Carrizosa, and M. Healy.
PLEDGE OF ALLEGIANCE
Mayor Dexter led the Pledge of Allegiance to the Flag.
PUBLIC COMMENT
Nancy Walters, city resident, spoke about the need for local affordable housing.
Steve Workman, city resident, spoke about permanent and short-term housing.
LATE ITEMS TO BE PLACED ON THIS OR FUTURE AGENDAS
Council member Suggs asked the Mayor to consider adding Senate Bill 5517 Discussion to the agenda for Council
discussion. Hearing consensus from the Council the Mayor added the item as I-4.
CONSENT AGENDA
At the request of Councilmembers McCaughan and Meyer, and after hearing no objection from the Council, Mayor
Dexter added J-1 and J-2 to the Consent Agenda.
It was moved by Carr and seconded by McCaughan to approve the Consent Agenda to include:
March 21, 2023 E - 2
PORT ANGELES CITY COUNCIL MEETING — February 7, 2022
1. City Council Minutes of January 3, 2023 / Approve
2. Expenditure Report: From January 7, 2023 to January 20, 2023 in the amount of $4,136,983.57 / Approve
3. Council Attendance / Excuse Council member McCaughan from February 21, 2023 Meeting
4. Berg Benefits Professional Services Agreement and RedQuote HRA Adoption Agreement / Authorize the City
Manager to sign the Berg Benefits Professional Services Agreement in an amount not to exceed $55,200 and the
RedQuote Adoption Agreement.
5. Public Restroom Replacement Site Work, CON-2022-51, Final Acceptance / Accept the Public Restroom
Replacement Site Work CON-2022-51 contract with 2 Grade, LLC as complete, and authorize staff to proceed
with project closeout, and release the retainage upon receipt of all required clearances.
6. Department of Ecology Site Rental Agreement / Authorize the City Manager or his designee to sign the
attached site rental agreement renewal with the Department of Ecology. Additionally, authorize the City
Manager or his designee to sign the Department of Ecology annual lease agreement renewal for the next five
years (through 2027) with minor modifications or updates as necessary.
7. Lincoln Street Safety Project, TR0218, Final Acceptance / Accept the Lincoln Street Safety Project TR0218 as
complete, and authorize staff to proceed with project closeout, and release the retainage bond upon receipt of
all required clearances.
8. Clallam County Board of Health Request / Authorize the Mayor to send a letter of support to the Clallam
County Commissioners confirming Port Angeles' endorsement of Forks City Council member Jeff Gingell as
the cities' representative on the Clallam County Board of Health.
9. City of Port Angeles and Clallam County CREW Memorandum of Understanding/Authorize the City Manager
to sign the memorandum of understanding with Clallam County for 2023 and make minor modifications as
necessary.
10. MOVED TO CONSENT AGENDA / Equipment Purchase -Replacement of Solid Waste Vehicle #1945 /
Approve the purchase and outfitting of a new Solid Waste Division pickup truck in an amount not to exceed
$95, 649.88, authorize the City Manager to sign a contract for the purchase and outfitting of a 2023 Ford F250
4x4 extra cab pickup and to make minor modifications to the purchase contract if necessary, and authorize the
City Manager to surplus both vehicle #1945 and the 1999 Chevrolet Service Truck once the new vehicle is
placed into service.
11. MOVED TO CONSENT AGENDA / 2020-2021 Structural Engineering Services, Professional Services
Agreement with Sargent Engineers, Inc., PSA-2019-38 Amendment 3 / Approve and authorize the City
Manager to sign the Structural Engineering Professional Services Agreement Amendment 3 with Sargent
Engineers in an amount of $50,457 with a new not to exceed contract value of $237,130 and to make minor
modifications to the agreement if necessary
Council discussion followed.
The Mayor asked if there was unanimous consent, hearing no opposition, the motion carried 7-0.
RESOLUTIONS NOT REQUIRING COUNCIL PUBLIC HEARINGS
1. Resolution to Waive Interest on Utility Accounts and Temporarily Change Payment Requirements to
Reconnect Services
Finance Director Sarina Carrizosa spoke about the resolution and provided staff recommendations, waiving interest
on utility accounts through September 30, 2023, and temporarily change payment requirements to reconnect services
by suspending PAMC 13.16.050 through December 31, 2023.
Mayor Dexter read the resolution by title, entitled,
RESOLUTION NO.
A RESOLUTION of the City Council of the City of Port Angeles, Washington, continuing interest waivers on utility
accounts as additional relief for the hardship created by the COVID-19 pandemic and suspending requirements for
full payment of past due amounts prior to re -connection of services.
It was moved by Schromen-Wawrin and seconded by Carr to:
Pass the resolution as read.
The Mayor asked if there was unanimous consent, hearing no opposition, the motion carried 7-0.
Page 2 of 4
March 21, 2023 E - 3
PORT ANGELES CITY COUNCIL MEETING — February 7, 2022
1. RAISE Grant Presentation
Jeff Bohman of the Peninsula Trails Coalition introduced FASLA Project Director of Puget Sound to Pacific Steve
Durand presented slides that described the project and potential challenges. Council discussion followed.
It was moved by Schromen-Wawrin and seconded by Suggs to:
Identify the City as the lead applicant of the Puget Sound to Pacific RAISE Application.
Motion carried 7-0.
Mayor recessed the meeting for a break at 6:58 p.m. The meeting reconvened at 7:05 p.m.
2. Glass Recycling Presentation
Interim Director of Public Works and Utilities Mike Healy presented slides outlining a glass recycling pilot program
proposal. Council discussion followed.
It was moved by Suggs and seconded by Carr to:
Direct staff to move forward with the new glass pilot recycling project.
Motion carried 6-1 with Schromen-Wawrin abstaining from the vote.
3. City Council Assignments & Ad Hoc Committees for Advisory Boards Application Review
Manager West presented the agenda item. Council discussion followed.
It was moved by Schromen-Wawrin and seconded by Carr to:
After the motion was seconded and approved, the final motion passed:
Approve committee assignments for 2023, as presented, to include Meyer to the Olympic Peninsula Tourism
Commission and appoint Council member Miller to the vacant seat on an ad hoc subcommittee to review appointments
to the Lodging Tax Advisory Committee.
Motion carried 7-0.
At 7:31 p.m. Council member Meyer excused himself from the meeting.
4. LATE ITEM — Senate Bill 5517 Discussion
Council member Suggs provided background on the late agenda item. Council discussion followed.
It was moved by Schromen-Wawrin and seconded by Suggs to:
Draft a letter from the Mayor or City Manager to the 24' District legislative representatives to formally oppose any
bill that removes water for mitigation requirements state in water law, notably Senate Bill 5517.
Motion carried 6-0.
CITY COUNCIL REPORTS
Council member Suggs spoke about a recent Shore Aquatic Center meeting and shared upcoming events and classes.
Council member Miller shared her appreciation for the opportunity to serve the community.
Council member Schromen-Wawrin spoke about a Clallam Transit System meeting and Pursuing Housing for All.
Council member McCaughan spoke about a City Wellness Committee meeting, a William Shore District Aquatic
Center meeting, and the Solid Waste Advisory Committee.
Council member Carr spoke about a North Olympic Development Council meeting.
Mayor Dexter spoke about the upcoming Association of Washington City Action Days conference in Olympia, WA.
No other reports were given.
Page 3 of 4
March 21, 2023 E - 4
PORT ANGELES CITY COUNCIL MEETING — February 7, 2022
INFORMATION
Manager West welcomed Council member Miller to the City Council and Assistant City Manager Calvin Goings to
the City team. Manager West spoke about an update from the County's Housing Solutions Committee, spoke about
an upcoming Planning Commission meeting, reminded Council of the upcoming February work session to discuss
Pursuing Housing for All proposals, and an upcoming two-hour work session on February 28, topic to be determined.
SECOND PUBLIC COMMENT
No public comments were received.
ADJOURNMENT
Mayor Dexter adjourned the meeting at 8:05 p.m.
Kate Dexter, Mayor
Page 4 of 4
Kari Martinez -Bailey, City Clerk
March 21, 2023 E - 5
CITY COUNCIL MEETING
Port Angeles, Washington
February 21, 2023
This meeting was conducted as a hybrid meeting.
CALL TO ORDER SPECIAL MEETING
Mayor Dexter called the special meeting of the Port Angeles City Council to order at 4:30 p.m.
Members Present: Mayor Dexter, Deputy Mayor Meyer, Council Members Carr, Miller, Schromcn-Wawrin and Suggs
(arrived at 5:23 p.m.).
Members Absent: Council member McCaughan (excused during February 7t1i meeting).
Staff Present: City Manager West, Attorney Bloor, Clerk Martinez -Bailey.
EXECUTIVE SESSION
Based on input from City Attorney William Bloor, Mayor Dexter announced the need for an Executive Session
under RCW 42.30.110(1)(i) to discuss potential litigation with legal counsel until 4:55 p.m. Council adjourned to the
Jack Pittis Conference Room. The Executive Session convened at 4:30 p.m.
ADJOURNMENT
Mayor Dexter adjourned the Special Meeting at 5:02 p.m.
The Mayor opened the special meeting of the Port Angeles City Council. Manager West turned the meeting over to
Interim Director of Community and Economic Development Norm Gollub who introduced Senior Planner Ben
Braudrick and Housing Coordinator Holden Fleming, who gave a joint presentation which included history and
background on Port Angeles. Their Pursuing Housing for All presentation included a review of the city's historic
growth, housing statistics, public outreach, Title 17 proposal and next steps. After concluding the presentation, City
Council had the opportunity to ask questions of staff.
CALL TO ORDER -REGULAR MEETING
Mayor Dexter called the regular meeting of the Port Angeles City Council to order at 6:00 p.m.
ROLL CALL
Members Present: Mayor Dexter, Deputy Mayor Meyer, Council Members Carr, McCaughan, Miller, Schromen-
Wawrin and Suggs.
Members Absent: Council member McCaughan (excused during February 71 meeting).
Staff Present: City Manager West, Assistant City Manager Goings, Attorney Bloor, Clerk Martinez -Bailey, C.
Delikat, D. Sharp, B. Smith, S. Carrizosa, M. Healy & N. Gollub.
Mayor recessed the meeting for a break at 6:01 p.m. The meeting reconvened at 6:09 p.m.
PLEDGE OF ALLEGIANCE
Mayor Dexter led the Pledge of Allegiance to the Flag.
PUBLIC COMMENT
Steve Luxton, city resident, spoke about the importance of draft code changes to development.
LATE ITEMS TO BE PLACED ON THIS OR FUTURE AGENDAS
City Manager Nathan West added Waste Connections, Inc and Murrays Disposal Company Inc — Remediation to the
agenda as I-2.
March 21, 2023 E - 6
PORT ANGELES CITY COUNCIL MEETING — February 21, 2023
CONSENT AGENDA
At the request of Council member Miller, the Mayor pulled item E-4 from the Consent Agenda.
At the request of Councilmember Schromen-Wawrin, and after hearing no objection, Mayor Dexter added J-1, J-2
and the late item to the agenda.
It was moved by McCaughan and seconded by Miller to approve the Consent Agenda to include:
1. City Council Minutes of January 17, 2023 / Approve
2. Expenditure Report: From January 21, 2023 to February 10, 2023 in the amount of $2,513,957.20 / Approve
3. Proposed Clallam Transit Agreement and Funding for the Downtown Resource Officer / Approve the agreement
with the Clallam Transit System for a Downtown Resource Officer and authorize the City Manager to execute
and administer the agreement and to make minor modifications as required
4. PULLED FROM CONSENT AGENDA - Electric Utility Operations Center, Amendment No 1 to Professional
Services Agreement with Crow Engineering/ Approve Amendment No. I to the Professional Services Agreement
with Crow Engineering, adding services to be completed by the contractor and increasing the compensation by
the amount of $98.751.00, and authorize the City Manager to sign and administer the amendment and to make
minor modifications as necessary.
5. Planning Commission Appointment / Reappoint Colin Young to the Planning Commission to a term expiring
February 27, 2027.
6. LATE ITEM / Waste Connections, Inc and Murrays Disposal Company Inc — Remediation / Approve the
settlement agreement with Waste Connections, Inc and Murrays Disposal Company and authorize the City
Manager to sign the settlement agreement and to make minor modifications as necessary, and to administer the
settlement.
6. MOVED TO CONSENT AGENDA / J-I Transformer Purchase / Delegate to the City Manager authority to
approve purchase contracts for the purchase of various type and size transformers as designated by the Light
Operation Division during 2023, in a total amount not to exceed $430, 000, not including sales tax, without
Council approval of each contract, and authorize the City Manager to sign all documents necessary to execute
and administer the purchases and make minor modifications as necessary.
7. MOVED TO CONSENT AGENDA J-2 Data Storage Array Systems- CFP Item #0514 / Approve SHI proposal
#23075187 for the purchase of a PURE Storage Flash Array, and a Gold Service Subscription with four small
form factor (SFP) modules in the amount of $204, 015 and authorize the City Manager to administer the purchase
and make minor modifications as necessary.
Motion carried 6-0.
OTHER CONSIDERATIONS
1. Strategic Plan
Manager West presented the agenda item, spoke about the options presented by staff outline in the memo in the
Council packet, and opened the matter up for Council discussion. The Mayor clarified the intent of the agenda item
was meant to provide direction on how to move forward. Council discussion followed.
It was moved by Meyer and seconded by Schromen-Wawrin to:
Create a stronger focus on current items left incomplete or needing additional work in the 2021-2022 plan, then tackle
a full-scale strategic plan in 2024.
Motion carried 6-0.
Clerk's note: Staff noted a March meeting will be held for a Strategic Plan work session.
4. PULLED FROM CONSENT AGENDA - Electric Utility Operations Center, Amendment No 1 to Professional
Services Agreement with Crow Engineering
It was moved by Schromen-Wawrin and seconded by Carr to:
Table the item until the next meeting.
Council member Schromen-Wawrin, asked to withdraw the motion. Hearing no objection, the motion was
withdrawn from the table.
It was moved by Schromen-Wawrin and seconded by Carr to:
Approve Amendment No. 1 to the Professional Services Agreement with Crow Engineering, adding services to be
completed by the contractor and increasing the compensation by the amount of $98.751.00, and authorize the City
Page 2 of 3
March 21, 2023 E - 7
PORT ANGELES CITY COUNCIL MEETING — February 21, 2023
Manager to sign and administer the amendment and to make minor modifications as necessary. Also directing
incorporate single non gendered shower bathrooms in the final design.
Motion carried 6-0.
CITY COUNCIL REPORTS
Council member Suggs Association of Washington Cities City Action Days and positive interactions with
representatives.
Council member Miller spoke about attendance at a Clallam Transit System meeting.
Council member Schromen-Wawrin spoke about capital requests and positive feedback regarding the requests made
by the City, sustainability, an a PRTPO presentation.
Council member Meyer spoke about a sub -committee meeting relative to a planned event by the Chamber of
Commerce.
Mayor Dexter spoke Association of Washington Cities City Action Days and positive interactions with
representatives.
No other reports were given.
INFORMATION
Manager West spoke about Phase 1 of the Race Street Construction project, State of the City presentation on March
8 to be held during the Chamber of Commerce meeting, and an upcoming job fair at Port Angeles High School.
SECOND PUBLIC COMMENT
Cliff Fors, residing outside limits, spoke about building permits -specifically roofing permits.
ADJOURNMENT
Mayor Dexter adjourned the meeting at 7:05 p.m.
Kate Dexter, Mayor
Page 3 of 3
Kari Martinez -Bailey, City Clerk
March 21, 2023 E - 8
CITY COUNCIL SPECIAL MEETING
Port Angeles, Washington
February 28, 2023
This meeting was conducted as a hybrid meeting.
CALL TO ORDER SPECIAL MEETING
Members Present: Mayor Dexter, Deputy Mayor Meyer, Council Members Carr, Miller, McCaughan, Schromen-
Wawrin and Suggs.
Members Absent: None
Staff Present: City Manager West, Assistant City Manager Goings, Attorney Bloor, Clerk Martinez -Bailey, C.
Delikat, D. Sharp, B. Smith, S. Carrizosa, M. Healy, A Fountain, and D. Harris.
COUNCIL PHOTO
Council moved from the Council Chambers to the atrium to gather for a photo taken by Eric Neurath. Council then
moved back to Chambers to finish the meeting.
OPEN PUBLIC MEETINGS ACT ANNUAL TRAINING
City Attorney William Bloor provided Council their annual Public Records Act, Open Public Meetings Act training
which included slides on both acts and section entitled Ethics Training for Elected Officials.
ADJOURNMENT
Mayor Dexter adjourned the meeting at 6:11 p n.
Kate Dexter, Mayor
IV
Kari Martinez -Bailey, City Clerk
March 21, 2023 E - 9
CITY COUNCIL MEETING
Port Angeles, Washington
March 7, 2023
This meeting was conducted as a hybrid meeting.
CALL TO ORDER -REGULAR MEETING
Mayor Dexter called the regular meeting of the Port Angeles City Council to order at 6:00 p.m.
ROLL CALL
Members Present: Mayor Dexter, Deputy Mayor Meyer, Council Members Carr (attending virtually), McCaughan,
Miller, Schromen-Wawrin and Suggs.
Members Absent: None
Staff Present: City Manager West, Assistant City Manager Goings, Attorney Bloor, Clerk Martinez -Bailey, C.
Delikat, D. Sharp, B. Smith, S. Carrizosa, M. Healy, N. Gollub & A. Fountain.
PLEDGE OF ALLEGIANCE
Mayor Dexter led the Pledge of Allegiance to the Flag.
CEREMONIAL MATTERS, PROCLAMATIONS & EMPLOYEE RECOGNITIONS
1. Red Cross Proclamation
Mayor Dexter read a proclamation in recognition as March as Red Cross Month and presented to Red Cross volunteer
Don Zanon.
PUBLIC COMMENT
Jim Haguewood, city resident, spoke on the need for housing in Port Angeles.
Erik Marks, residing outside the city, spoke about a conceptual idea that would support RV living within Port Angeles.
Carolyn Wait, residing outside the city, spoke about the need for housing in Port Angeles.
Rebecca Miller, city resident, spoke about rank choice voting.
Jeff Bohman, city resident and Board member on the Peninsula Trails Coalition, thanked the City for efforts on the
settlement agreement between WCI and the City of Port Angeles and the RAISE grant application.
Ben Stanley, city resident and authorized to speak on behalf of the Planning Commission, spoke about the need for
housing in the community addressed in the proposed code changes under Title 17 on the agenda.
Charisse (no last provided), spoke about the proposed code changes under Title 17 on the agenda.
Laurel Hargis, spoke about the Pursuing Housing for All efforts and spoke in favor of the proposed code changes
under Title 17 on the agenda.
Colby Wait, city resident, spoke in opposition of the RV portion of the proposed code changes under title 17 on the
agenda.
Susie Blake, city resident, spoke in opposition of the RV portion of the proposed code changes under title 17 on the
agenda.
Shawn Washburn, residing outside city limits and on behalf of the Port Angeles Realtors Association spoke about
proposed code changes under title 17 on the
James Taylor, city resident, spoke about the RV component of the proposed code changes under Title 17 on the agenda.
March 21, 2023 E - 10
PORT ANGELES CITY COUNCIL MEETING — March 7, 2022
Randy Roberts, city resident, about the number of houses needed by Port Angeles.
Brad Griffith, Sequim resident, spoke about a housing structure proposal that would create additional housing.
LATE ITEMS TO BE PLACED ON THIS OR FUTURE AGENDAS
City Manager Nathan West pulled agenda item I-1, Lodging Tax Advisory Committee Appointments.
CONSENT AGENDA
At the request of Councilmember Meyer, and after hearing no opposition, Mayor Dexter added items I-2, J-1, J-2, J-
3 and J-4 to the Consent Agenda.
It was moved by Meyer and seconded by McCaughan to approve the Consent Agenda to include:
1. Expenditure Report: From February 4, 2023 and February 24, 2023 in the amount of $3, 842,017.06.
2. Arizona Cooperative Purchasing Agreement / Authorize the City Manager to sign the attached agreement to
include the City of Port Angeles as a "State Cooperative Member" under the Arizona State Cooperative
Agreement and make minor modifications as necessary.
3. Lease Agreement with Port of Port Angeles / Approve and authorize the City Manager to sign a Lease
Agreement with Port of Port Angeles and; make minor modifications to the agreement, if necessary.
4. Opioid Settlement Participation Approval / Authorize the City Manager to execute and submit all forms and
agreements necessary for the City to participate in the five additional National Opioid Settlements.
5. ITEM MOVED TO CONSENT AGENDA / I-2 Parks, Recreation & Beautification Appointment / Appoint
Dallas Kiedrowski for a 4-year term beginning March 2023 through February 2027.
6. ITEM MOVED TO CONSENT AGENDA J-1. Replacement of Police Department Vehicles / Authorize the
City Manager to execute the purchase and equipment for four 2023 Ford Interceptors in an amount not to
exceed $300, 000 plus sales tax, authorize the City Manager to make minor modifications to the purchase
contract if necessary, authorize the City Manager to surplus vehicles #910, #911, #1011, #1110, #1412, #6104,
#4103, and 41312.
7. ITEM MOVED TO CONSENT AGENDA J-2. Amendment 01; FY 2021-2023 Water Quality Stormwater
Capacity Grant Agreement Contract No. WQSWCAP-2123- PoAnPW-00138 / Authorize the City Manager to
sign Amendment 01 to the FY2021-2023 Stormwater Capacity Grant Agreement with Ecology, and to make any
minor modifications to the agreement, as necessary.
8. ITEM MOVED TO CONSENT AGENDA J-3. WWTP Air Gap System, CON 2020-04 Award Construction
Contract / Approve and award a construction contract to General Mechanical, Inc. of Tacoma, WA, to supply
and install an air -gap system for the bid amount of $175, 730.50 including applicable taxes and authorize the
City Manager to execute and administer a construction contract and to make minor modifications if necessary.
9. ITEM MOVED TO CONSENT AGENDA J-4. Signal Controller Upgrades — Professional Services Agreement
Amendment #1 (PSA-2022-24) l Approve Amendment # I to the Signal Controller Upgrades Professional
Services Agreement with Parametrix, Inc. in the amount of $416,405.64 with a new not to exceed amount of
$679, 662.82 and approve and authorize the City Manager to sign the Amendment and make minor
modifications as necessary.
Council asked if there was opposition, hearing no opposition, the motion carried 7-0.
ORDINANCES NOT REQUIRING COUNCIL PUBLIC HEARINGS
1. Title 17 Municipal Code Amendments
Interim Director of Community Services Norm Gollub, Housing Coordinator Holden Fleming and Senior Planner Ben
Braudrick, spoke about temporary housing as it related to the Pursuing Housing for All efforts. Senior Planner
Braudrick provided a summary of public outreach, included websites, workshops and surveys.
The Mayor recessed the meeting for a break at 7:13 p.m. The meeting reconvened at 7:19 p.m.
Council discussion followed.
Page 2 of 3
March 21, 2023 E - 11
PORT ANGELES CITY COUNCIL MEETING — March 7, 2022
Mayor Dexter conducted a first reading of the ordinance by title, entitled,
ORDINANCE NO.
An ordinance of the City of Port Angeles, Washington amending portions of Title 17 of the Port Angeles Municipal
code.
The Mayor continued the matter to March 21.
OTHER CONSIDERATIONS
1. Council Compensation
Manager West presented the agenda item, provided background, and spoke about timing on proposed changes in
compensation. Council discussion followed.
It was moved by Schromen-Wawrin and seconded by Carr to:
After the motion was amended, Council approved the following motion:
Direct staff to draft an ordinance with the proposed increase in Council compensation at twice the state minimum rate
to include accountability mechanisms with audits, and to include two additional alternatives to the original proposed
increase, to include an option that doubles the monthly compensation, and a solution to be offered by staff for
consideration at a future meeting.
Motion carried 7-0.
The Mayor recessed the meeting for a break at 8:41 p.m. The meeting reconvened at 8:46 p.m.
CITY COUNCIL REPORTS
Council member Carr spoke about attendance at a Washington Festival & Events Association meeting.
Council member Schromen-Wawrin spoke about upcoming participation at a climate meeting and opportunity to travel
to Washington, DC for the 2023 National League of Cities conference.
Council member Miller spoke about attendance at a Homelessness Task Force meeting and shared information about
the Clallam County Respite Care Program.
Council member Suggs spoke about a William Shore Memorial Pool District meeting, short term rental community
meeting, and suggested that a natural resources staff member be added to staff.
Mayor Dexter spoke about a meet and greet with Sheriff Brian King along with Manager West.
No other reports were given.
INFORMATION
Manager West spoke about his upcoming State of the City presentation at the Chamber of Commerce luncheon and
reminded Council of an upcoming March 28 Strategic Plan work session.
SECOND PUBLIC COMMENT
No public comment was received.
ADJOURNMENT
Mayor Dexter adjourned the meeting at 9:03 p.m.
Kate Dexter, Mayor
Page 3 of 3
Kari Martinez -Bailey, City Clerk
March 21, 2023 E - 12
Finance
Department
Sanna Cal T i/osa
Finance Diroctor
Trina McKee
Senior Accounlant
Melkxly Sdlineider
ManaVvivnt Accountant
Micah Rose
Financial AruAst
Jane pcli6ns
Paywll Slwciahst
Jason joules
ACCOLHILIM
Julie poweU
AccounOng Tihdmician
I Luke Anderson
Accounting Technician
Nicou e Rank
Admnr irative Analyst
KathycHcn lkmey
Custorner'ScrviLes klanagor
I nacy Rooks
LlWky Billing Speciahsl
lazzOle
is
A
March 21, 2023
We, the uindersigned City Officials of the City of Port Ainglel�es, do hereby
certify that the merchandise and/or services herein specified have been
xw
kioftil -1 -11 ON All
Mayor
City Manager
.6 City of Port Angeles
City Council Expenditure Report
3 M10- Between Feb 25, 2023 and Mar 10, 2023
Vendor
A/R MISCELLANEOUS REFUNDS
COMPOSITE RECYCLING
TECHNOLOGY CTR
Division Total:
Department Total:
MISC TRAVEL
Mayor & Council Division Total:
Legislative Department Total:
DATABAR INCORPORATED
OLYMPIC REGION CLEAN AIR
AGCY
PACIFIC OFFICE EQUIPMENT INC
City Manager Division Total:
MISC ONE-TIME VENDORS
Human Resources Division Total:
City Manager Department Total:
DATABAR INCORPORATED
Description Account Number
OVRPMT OF TRANS LEASE 001-0000-213.10-90
ADAMS BENCH WATERFRONT TA 001-0000-239.96-00
L SUGGS-AWC CITY ACTION D 001-1160-511.43-10
MISC PROFESSIONAL SERVICE
MISC PROFESSIONAL SERVICE
MISC PROFESSIONAL SERVICE
MISC PROFESSIONAL SERVICE
ENVIRONMENTAL&ECOLOGICAL
SUPPLIES
001-1210-513.42-10
001-1210-513.42-10
001-1210-513.42-10
001-1210-513.42-10
001-1210-513.49-10
001-1210-513.31-01
ABBI MEDIATION TRAINING 001-1220-516.43-10
MISC PROFESSIONAL SERVICE
MISC PROFESSIONAL SERVICE
MISC PROFESSIONAL SERVICE
MISC PROFESSIONAL SERVICE
Customer Service Division Total:
OLYMPIC PRINTERS INC
ENVELOPES, PLAIN, PRINTED
Reprographics Division Total:
Finance Department Total:
MISC TRAVEL
J LIERLY-BUILDING CODE TR
Building Division Total:
RADIO PACIFIC INC (KONP)
COMMUNICATIONS/MEDIA SERV
SOUND PUBLISHING INC
COMMUNICATIONS/MEDIA SERV
Planning Division Total:
Community Development Department Total:
COASTAL HEALTH
HEALTH RELATED SERVICES
Police Administration Division Total:
001-2025-514.41-50
001-2025-514.41-50
001-2025-514.41-50
001-2025-514.41-50
001-2070-518.31-01
001-4050-558.43-10
001-4060-558.42-10
001-4060-558.41-15
001-5010-521.41-50
Amount
2,330.36
2,665.60
$4,995.96
$4,995.96
18.50
$18.50
$18.50
54.86
59.32
62.54
46.79
17,484.28
4,589.18
$22,296.97
495.00
$495.00
$22,791.97
2,572.22
2,565.16
2,741.42
2,117.48
$9,996.28
1,133.70
$1,133.70
$11,129.98
914.85
$914.85
34.00
121.66
$155.66
$1,070.51
335.00
$335.00
Page 1 of 16 Mar 15, 2023 1:55:30 PM
March 21, 2023 E - 13
.6
3 M10-
City of Port Angeles
City Council Expenditure Report
Between Feb 25, 2023 and Mar 10, 2023
Vendor
Description
Account Number
Amount
COMBAT FIRST AID -FOREMAN
POLICE EQUIPMENT & SUPPLY
001-5021-521.31-11
1,018.37
CONSULTING
MISC TRAVEL
J VANDUSEN-HUMAN TRAFFICK
001-5021-521.43-10
44.25
J VANDUSEN-TRANSPORT VICT
001-5021-521.43-10
44.25
Investigation Division Total:
$1,106.87
COASTAL HEALTH
HEALTH RELATED SERVICES
001-5022-521.41-50
335.00
HEALTH RELATED SERVICES
001-5022-521.41-50
335.00
GUNARAMA WHOLESALE, INC
POLICE EQUIPMENT & SUPPLY
001-5022-521.35-01
(1,360.00)
POLICE EQUIPMENT & SUPPLY
001-5022-521.35-01
14.35
POLICE EQUIPMENT & SUPPLY
001-5022-521.35-01
334.01
POLICE EQUIPMENT & SUPPLY
001-5022-521.35-01
89.75
POLICE EQUIPMENT & SUPPLY
001-5022-521.35-01
720.53
POLICE EQUIPMENT & SUPPLY
001-5022-521.35-01
2,366.40
POLICE EQUIPMENT & SUPPLY
001-5022-521.35-01
3,472.94
LINCOLN STREET STATION
SHIPPING AND HANDLING
001-5022-521.42-10
14.58
SHIPPING AND HANDLING
001-5022-521.42-10
47.39
MISC EMPLOYEE EXPENSE
REIMBURSEMENT K9 EXPENSES
001-5022-521.49-80
149.59
REIMBURSEMENT
MISC TRAVEL
K MILLER -POLICE K9 CONF
001-5022-521.49-80
172.50
W COOPER -POLICE K9 CONF
001-5022-521.49-80
172.50
SWAIN'S GENERAL STORE INC
Supplies
001-5022-521.35-01
48.89
Patrol Division Total:
$6,913.43
MISC EMPLOYEE EXPENSE
UNIFORM REIMBURSEMENT E
001-5029-521.31-11
73.82
REIMBURSEMENT
QUILL CORPORATION
OFFICE SUPPLIES, GENERAL
001-5029-521.31-01
58.69
WAPRO
EMBOSSING/ENGRAVING
001-5029-521.49-90
50.00
Records Division Total:
$182.51
Police Department Total:
$8,537.81
MISC ONE-TIME VENDORS
DEPARTMENT HATS UNIFORM
001-6020-522.20-80
805.12
PETEK & ASSOCIATES
HARIK PSYCH
001-6020-522.41-50
385.00
TARGETSOLUTIONS LEARNING,
SUPPLIES
001-6020-522.41-50
2,705.75
LLC
Fire Suppression Division Total:
$3,895.87
BAXTER AUTO PARTS #15
AUTO & TRUCK MAINT. ITEMS
001-6050-522.31-01
15.49
SWAIN'S GENERAL STORE INC
Supplies
001-6050-522.31-01
117.31
THURMAN SUPPLY
Return
001-6050-522.48-10
(24.09)
Page 2 of 16 Mar 15, 2023 1:55:30 PM
March 21, 2023 E - 14
.6 City of Port Angeles
City Council Expenditure Report
3 M10- Between Feb 25, 2023 and Mar 10, 2023
Vendor
THURMAN SUPPLY
Facilities Maintenance Division Total:
Fire Department Total:
APWA
INVARION, INC
MISC EMPLOYEE EXPENSE
REIMBURSEMENT
MISC ONE-TIME VENDORS
OFFICE DEPOT
Description
SUPPLIES
EDUCATIONAL SERVICES
MEMBERSHIPS
MIKE HEALY RENT REIMBURSE
M. HEALY HOUSING REIMBURS
Supplies
Supplies
Public Works Admin. Division Total:
Public Works & Utilities Department Total:
COASTAL HEALTH DOT/CDL Physicals
MISC EMPLOYEE EXPENSE CDL LEONARD
REIMBURSEMENT
Parks Administration Division Total:
ANGELES CONCRETE PRODUCTS ROAD/HWY MAT NONASPHALTIC
AUTOMATIC WILBERT VAULT CO CEMETERY SUPPLIES
INC
QUIRING MONUMENTS INC CEMETERY MARKERS
Ocean View Cemetery Division Total:
ANGELES MILLWORK & LUMBER
BAILEY SIGNS & GRAPHICS
BSN SPORTS
FASTENAL INDUSTRIAL
GOODMAN SANITATION
HAULAWAY STORAGE
CEMETERY MARKERS
JANITORIAL SUPPLIES
HARDWARE,AND ALLIED ITEMS
HAND TOOLS ,POW&NON POWER
SUPPLIES
SUPPLIES
SUPPLIES
SIGNS, SIGN MATERIAL
SPORTING & ATHLETIC EQUIP
SALE SURPLUS/OBSOLETE
BUILDING, FABRICATED
BUILDING, FABRICATED
BUILDING, FABRICATED
BUILDING, FABRICATED
BARRELS, DRUMS, KEGS, CTN
Account Number
001-6050-522.31-01
001-7010-532.49-01
001-7010-532.48-02
001-7010-532.41-50
001-7010-532.41-50
001-7010-532.31-01
001-7010-532.31-01
001-8010-574.49-01
001-8010-574.49-01
001-8050-536.31-20
001-8050-536.34-01
001-8050-536.34-01
001-8050-536.34-01
001-8080-576.31-20
001-8080-576.31-20
001-8080-576.31-01
001-8080-576.31-20
001-8080-576.31-20
001-8080-576.31-20
001-8080-576.31-20
001-8080-576.31-20
001-8080-576.31-20
001-8080-576.45-30
001-8080-576.31-20
001-8080-576.45-30
001-8080-576.45-30
001-8080-576.45-30
Amount
40.57
$149.28
$4,045.15
1,512.00
363.46
2,590.00
2,465.00
49.72
310.35
$7,290.53
$7,290.53
560.00
136.00
$696.00
732.76
3,540.00
225.00
628.00
$5,125.76
14.54
24.84
107.71
86.31
(114.52)
63.28
359.04
1,686.35
248.87
319.82
106.61
216.32
268.07
3,111.68
Page 3 of 16 Mar 15, 2023 1:55:30 PM
March 21, 2023 E - 15
.6 r P City of Port Angeles
City Council Expenditure Report
,.� Between Feb 25, 2023 and Mar 10, 2023
Vendor
Description
Account Number
Amount
MISC TRAVEL
E HAMMEL-EQUIP SERVICING
001-8080-576.43-10
17.25
L COX -EQUIP SERVICING DRO
001-8080-576.43-10
17.25
OLYMPIC ELECTRIC CO INC
PW CONSTRUCTION & RELATED
001-8080-576.48-10
2,415.36
SOUND PUBLISHING INC
COMMUNICATIONS/MEDIA SERV
001-8080-576.41-15
97.96
THURMAN SUPPLY
Supplies
001-8080-576.31-20
13.73
SUPPLIES
001-8080-576.31-20
48.93
SUPPLIES
001-8080-576.31-20
190.18
SUPPLIES
001-8080-576.31-20
206.27
CLOTHING & APPAREL
001-8080-576.31-01
102.65
EQUIP MAINT & REPAIR SERV
001-8080-576.31-20
8.67
ZENOVIC & ASSOCIATES
CONSULTING SERVICES
001-8080-576.49-90
810.00
Parks Facilities Division Total:
$10,427.17
Parks & Recreation Department Total:
$16,248.93
ANGELES MILLWORK & LUMBER
Supplies
001-8131-518.31-20
7.91
Supplies
001-8131-518.31-20
24.62
BUILDING MAINT&REPAIR SER
001-8131-518.31-20
28.01
BUILDING MAINT&REPAIR SER
001-8131-518.31-20
92.90
CED/CONSOLIDATED ELEC DIST
SUPPLIES
001-8131-518.31-20
179.52
SUPPLIES
001-8131-518.31-20
567.94
JOHNSTONE SUPPLY INC
SUPPLIES
001-8131-518.31-20
169.97
PLATT ELECTRIC SUPPLY INC
Supplies
001-8131-518.31-20
74.14
SWAIN'S GENERAL STORE INC
Supplies
001-8131-518.31-01
134.90
ELECTRONIC COMPONENTS
001-8131-518.31-20
191.26
THURMAN SUPPLY
Return
001-8131-518.31-20
(32.50)
SUPPLIES
001-8131-518.31-20
10.99
Central Svcs Facilities Division Total:
$1,449.66
Facilities Maintenance Department Total:
$1,449.66
General Fund Fund Total:
$77,579.00
A-1 PERFORMANCE, INC
BUILDING MAINT&REPAIR SER
102-7230-542.41-50
151.50
AMAZON CAPITAL SERVICES
OFFICE SUPPLIES, GENERAL
102-7230-542.31-01
3.88
ANGELES MILLWORK & LUMBER
HARDWARE,AND ALLIED ITEMS
102-7230-542.35-01
155.85
JANITORIAL SUPPLIES
102-7230-542.35-01
91.83
FASTENAL INDUSTRIAL
FIRST AID & SAFETY EQUIP.
102-7230-542.31-01
277.78
HARTNAGEL BUILDING SUPPLY INC
FASTENERS, FASTENING DEVS
102-7230-542.31-25
191.62
HAND TOOLS ,POW&NON POWER
102-7230-542.31-01
77.61
Page 4 of 16
Mar 15,
2023 1:55:30 PM
March 21, 2023
E - 16
.6City
of Port Angeles
City Council Expenditure
Report
w,D--,p
Between Feb 25, 2023 and Mar 10, 2023
Vendor
Description
Account Number
Amount
INVARION, INC
MEMBERSHIPS
102-7230-542.48-02
363.46
METROPOLITAN TRANS
COMPUTER SOFTWARE FOR MIC
102-7230-542.48-02
4,500.00
COMMISSION
NAPA AUTO PARTS
JANITORIAL SUPPLIES
102-7230-542.31-01
52.86
ORKIN EXTERMINATING COMPANY
EXTERNAL LABOR SERVICES
102-7230-542.41-50
33.08
INC
SHERWIN-WILLIAMS COMPANY,
AUTO & TRUCK MAINT. ITEMS
102-7230-542.31-25
15,224.21
THE
SWAIN'S GENERAL STORE INC
FLOOR MAINT MACHINE,PARTS
102-7230-542.31-01
32.50
FLOOR MAINT MACHINE,PARTS
102-7230-542.31-01
73.92
Street Division Total:
$21,230.10
Public Works -Street Department Total:
$21,230.10
Street Fund Total:
$21,230.10
CAPTAIN T'S
CLOTHING & APPAREL
107-5160-528.31-11
264.25
COASTAL HEALTH
HEALTH RELATED SERVICES
107-5160-528.41-50
50.00
JAMESTOWN NETWORKS
DATA PROC SERV &SOFTWARE
107-5160-528.42-12
510.00
MCFALL, BARBARA
MISC PROFESSIONAL SERVICE
107-5160-528.41-50
400.00
MISC PROFESSIONAL SERVICE
107-5160-528.41-50
400.00
MISC TRAVEL
K HATTON-NW LEADERSHIP CO
107-5160-528.43-11
494.13
TYLER TECHNOLOGIES, INC
DATA PROC SERV &SOFTWARE
107-5160-528.48-10
86,596.27
Pencom Division Total:
$88,714.65
Pencom Department Total:
$88,714.65
Pencom Fund Total:
$88,714.65
US BANK -DEBT SVC WIRES
FINANCIAL SERVICES
217-2448-592.83-10
8,598.80
2015 LTGO Refunding Division Total:
$8,598.80
Debt Service Department Total:
$8,598.80
2015 LTGO Refunding Fund Total:
$8,598.80
MOTOROLA SOLUTIONS, INC
RADIO & TELECOMMUNICATION
310-5950-594.65-10
339.68
Homeland Security Division Total:
$339.68
Public Safety Projects Department
Total:
$339.68
PACIFIC SURVEYING &
ENGINEERING SERVICES
310-8985-594.65-10
4,722.36
ENGINEERING SVC
Misc Parks Projects Division Total:
$4,722.36
Capital Proj-Parks & Rec Department Total:
$4,722.36
Capital Improvement Fund Total:
$5,062.04
HERRERA ENVIRONMENTAL
CONSULTING SERVICES
312-7930-595.65-10
20,009.90
CONSULTANTS
Page 5 of 16 Mar 15, 2023 1:55:30 PM
March 21, 2023 E - 17
.6 r P
,.�
City of Port Angeles
City Council Expenditure Report
Between Feb 25, 2023 and Mar 10, 2023
Vendor
Description
Account Number
Amount
PARAMETRIX INC
CONSULTING SERVICES
312-7930-595.65-10
7,378.28
GF-Street Projects Division Total:
$27,388.18
Capital Projects -Pub Wks Department Total:
$27,388.18
Transportation Benefit Fund Total:
$27,388.18
A/R MISCELLANEOUS REFUNDS
DIFF OF EST VS ACT
401-0000-213.10-90
15,176.25
ANIXTER
ELECTRICAL EQUIP & SUPPLY
401-0000-141.41-00
128.47
ELECTRICAL CABLES & WIRES
401-0000-141.42-00
4,356.35
ELECTRICAL EQUIP & SUPPLY
401-0000-141.41-00
2,095.49
ELECTRICAL EQUIP & SUPPLY
401-0000-141.41-00
803.60
BORDER STATES INDUSTRIES INC
ELECTRICAL CABLES & WIRES
401-0000-141.42-00
5,551.46
ELECTRICAL EQUIP & SUPPLY
401-0000-141.42-00
269.54
ELECTRICAL EQUIP & SUPPLY
401-0000-141.42-00
1,257.72
ELECTRICAL EQUIP & SUPPLY
401-0000-141.42-00
404.32
CED/CONSOLIDATED ELEC DIST
ELECTRICAL EQUIP & SUPPLY
401-0000-141.42-00
349.82
GENERAL PACIFIC INC
ELECTRICAL EQUIP & SUPPLY
401-0000-141.42-00
2,342.94
MISC UTILITY DEPOSIT REFUNDS
FINAL BILL REFUND
401-0000-122.10-99
62.55
FINAL BILL REFUND
401-0000-122.10-99
133.41
FINAL BILL REFUND
401-0000-122.10-99
433.02
FINAL BILL REFUND
401-0000-122.10-99
15.58
FINAL BILL REFUND
401-0000-122.10-99
40.52
FINAL BILL REFUND
401-0000-122.10-99
105.03
FINAL BILL REFUND
401-0000-122.10-99
127.39
OVERPAYMENT-116 N ALBERT
401-0000-122.10-99
19.01
OVERPAYMENT-131 E 2ND ST
401-0000-122.10-99
596.49
OVERPAYMENT-1730 E 3RD ST
401-0000-122.10-99
1,800.00
OVERPAYMENT-2202 16TH C-3
401-0000-122.10-99
256.90
OVERPAYMENT-830 CHURCH AV
401-0000-122.10-99
256.59
OVERPAYMENT-1201 W 5TH ST
401-0000-122.10-99
333.04
Division Total:
$36,915.49
Department Total:
$36,915.49
OFFICE DEPOT
Supplies
401-7111-533.31-01
46.90
Engineering -Electric Division Total:
$46.90
OFFICE DEPOT
Supplies
401-7120-533.31-01
46.90
Power Systems Division Total:
$46.90
A-1 PERFORMANCE, INC
BUILDING MAINT&REPAIR SER
401-7180-533.41-50
Page 6 of 16
Mar 15,
2023 1:55:30 PM
March 21, 2023
E - 18
.6
vQ1
IL-
D-
City of Port Angeles
City Council Expenditure Report
Between Feb 25, 2023 and Mar 10, 2023
Vendor
Description
Account Number
Amount
ALTEC INDUSTRIES, INC
EXTERNAL LABOR SERVICES
401-7180-533.45-21
11,329.39
AMAZON CAPITAL SERVICES
OFFICE SUPPLIES, GENERAL
401-7180-533.34-02
261.29
ELECTRICAL EQUIP & SUPPLY
401-7180-533.34-02
93.55
AN I XTE R
Parts
401-7180-533.34-02
2,330.50
Parts
401-7180-533.34-02
934.32
BORDER STATES INDUSTRIES INC
ELECTRICAL EQUIP & SUPPLY
401-7180-533.34-02
570.58
ELECTRICAL EQUIP & SUPPLY
401-7180-533.34-02
2,183.95
BUCK'S NORTHWEST
ROADS IDE,GRNDS,REC, PARK
401-7180-533.48-10
3,175.14
LANDSCAPING, LLC
CED/CONSOLIDATED ELEC DIST
ELECTRICAL EQUIP & SUPPLY
401-7180-533.34-02
474.40
ELECTRICAL EQUIP & SUPPLY
401-7180-533.34-02
29.51
OPTICAL EQUIP ACESS& SUPP
401-7180-533.31-01
1,035.99
FASTENAL INDUSTRIAL
ELECTRICAL EQUIP & SUPPLY
401-7180-533.31-01
41.67
INVARION, INC
MEMBERSHIPS
401-7180-533.48-02
363.46
LUTZCO, INC.
FIRE PROTECTION EQUIP/SUP
401-7180-533.31-01
345.76
FIRE PROTECTION EQUIP/SUP
401-7180-533.31-01
93.22
MATT'S TOOLS USA, LLC
ELECTRICAL EQUIP & SUPPLY
401-7180-533.35-01
777.35
MISC EMPLOYEE EXPENSE
AIRFARE REIMBURSEMENT
401-7180-533.43-10
1,016.92
REIMBURSEMENT
AIRFARE REIMBURSEMENT
401-7180-533.43-10
1,921.95
AIRFARE REIMBURSEMENT
401-7180-533.43-10
2,181.40
CAR RENTAL REIMBURSEMENT
401-7180-533.43-10
308.67
LODGING REIMBURSEMENT
401-7180-533.43-10
740.47
LODGING REIMBURSEMENT
401-7180-533.43-10
740.47
LODGING REIMBURSEMENT
401-7180-533.43-10
881.61
MEAL PERDIEM REIMBURSEMEN
401-7180-533.43-10
222.00
MEAL PERDIEM REIMBURSEMEN
401-7180-533.43-10
222.00
MEAL PERDIEM REIMBURSEMEN
401-7180-533.43-10
222.00
MEAL REIMBURSEMENT OUTAGE
401-7180-533.31-01
37.00
MEAL REIMBURSEMENT OUTAGE
401-7180-533.31-01
37.00
MEAL REIMBUSEMENT - OUTAG
401-7180-533.31-01
37.00
MURREY'S DISPOSAL CO, INC
BUILDING MAINT&REPAIR SER
401-7180-533.47-10
492.26
OLYMPIC ELECTRIC CO INC
CONSTRUCTION SERVICES,TRA
401-7180-533.41-50
144,236.16
PLATT ELECTRIC SUPPLY INC
ELECTRICAL EQUIP & SUPPLY
401-7180-533.34-02
228.23
ELECTRICAL EQUIP & SUPPLY
401-7180-533.34-02
68.14
ELECTRICAL EQUIP & SUPPLY
401-7180-533.35-01
0.01
Page 7 of 16 Mar 15, 2023 1:55:30 PM
March 21, 2023 E - 19
City of Port Angeles
City Council Expenditure Report
,.� Between Feb 25, 2023 and Mar 10, 2023
Vendor Description
QUILL CORPORATION OFFICE SUPPLIES, GENERAL
SECURITY SERVICES NW, INC COMMUNICATIONS/MEDIA SERV
SUPPLYWORKS PAPER & PLASTIC-DISPOSABL
US BANK -DEBT SVC WIRES FINANCIAL SERVICES
Electric Operations Division Total:
Public Works -Electric Department Total:
Electric Utility Fund Total:
EDGE ANALYTICAL
MISC PROFESSIONAL SERVICE
FIRE CHIEF EQUIPMENT CO, INC
BUILDING MAINT&REPAIR SER
MISC EMPLOYEE EXPENSE
REIMBURSEMENT SAFETY GLAS
REIMBURSEMENT
MISC TRAVEL
A HELGESON-TIA PORTAL SOF
ORKIN EXTERMINATING COMPANY
EXTERNAL LABOR SERVICES
INC
PUD #1 OF CLALLAM COUNTY
MISC PROFESSIONAL SERVICE
MISC PROFESSIONAL SERVICE
SPECTRA LABORATORIES-KITSAP
TESTING&CALIBRATION SERVI
WASHINGTON (DOH), STATE OF
ENVIRONMENTAL&ECOLOGICAL
Water Division Total:
PUD #1 OF CLALLAM COUNTY
MISC PROFESSIONAL SERVICE
Industrial Water Treatmnt Division Total:
Public Works -Water Department Total:
Water Utility Fund Total:
ANGELES MILLWORK & LUMBER
HOSES, ALL KINDS
APSCO INC
COLE INDUSTRIAL INC
EDGE ANALYTICAL
FASTENAL INDUSTRIAL
PIPE FITTINGS
WELDING EQUIPMENT/SUPPLY
WATER SEWAGE TREATMENT EQ
STEAM & HOT WATER BOILERS
MISC PROFESSIONAL SERVICE
MISC PROFESSIONAL SERVICE
MISC PROFESSIONAL SERVICE
CLOTHING & APPAREL
FASTENERS, FASTENING DEVS
FASTENERS, FASTENING DEVS
FIRST AID & SAFETY EQUIP.
Account Number
401-7180-533.31-01
401-7180-533.41-50
401-7180-533.31-01
401-7180-592.83-10
402-7380-534.41-50
402-7380-534.41-50
402-7380-534.31-01
402-7380-534.43-10
402-7380-534.41-50
402-7380-534.47-10
402-7380-534.47-10
402-7380-534.41-50
402-7380-534.49-90
402-7382-534.47-10
403-7480-535.31-01
403-7480-535.31-20
403-7480-535.31-01
403-7480-594.64-10
403-7480-535.31-20
403-7480-535.41-50
403-7480-535.41-50
403-7480-535.41-50
403-7480-535.31-01
403-7480-535.31-20
403-7480-535.31-20
403-7480-535.31-01
Amount
346.87
750.00
178.78
10, 500.00
$189,743.80
$189,837.60
$226,753.09
177.00
968.32
200.00
238.50
33.08
50.34
156.74
239.00
11, 255.70
$13, 318.68
52.83
$52.83
$13, 371.51
$13, 371.51
25.97
7.25
44.13
7,951.13
1,386.94
78.00
158.00
300.00
200.21
39.88
70.32
39.96
Page 8 of 16 Mar 15, 2023 1:55:30 PM
March 21, 2023 E - 20
.6 r P City of Port Angeles
City Council Expenditure Report
,.� Between Feb 25, 2023 and Mar 10, 2023
Vendor
FASTENAL INDUSTRIAL
FEDERAL EXPRESS CORP
FIRE CHIEF EQUIPMENT CO, INC
GRAINGER
JOHNSON CONTROLS
MISC EMPLOYEE EXPENSE
REIMBURSEMENT
MISC TRAVEL
MOTION INDUSTRIES, INC
OLYMPIC PARTY & CUSTODIAL
SUPPLIES
ORKIN EXTERMINATING COMPANY
INC
PETROCARD, INC
PLATT ELECTRIC SUPPLY INC
PUD #1 OF CLALLAM COUNTY
SWAIN'S GENERAL STORE INC
THURMAN SUPPLY
USA BLUEBOOK
Description
HOSP SURG ACCES & SUNDRIS
Shipping Charges
Shipping Charges
FIRE PROTECTION EQUIP/SUP
FIRST AID & SAFETY EQUIP.
FIRE PROTECTION EQUIP/SUP
FIRE PROTECTION EQUIP/SUP
HAND TOOLS ,POW&NON POWER
RADIO & TELECOMMUNICATION
MEAL REIMBURSEMENT WIND S
A HELGESON-VFD TRAINING
H CARLSEEN-PPA MENTORING
A HELGESON-TIA PORTAL SOF
ELECTRICAL EQUIP & SUPPLY
Supplies
EXTERNAL LABOR SERVICES
Oil
Parts
HAND TOOLS ,POW&NON POWER
AUTO & TRUCK MAINT. ITEMS
HAND TOOLS ,POW&NON POWER
MISC PROFESSIONAL SERVICE
HOSES, ALL KINDS
AUTO & TRUCK MAINT. ITEMS
PIPE FITTINGS
PLUMBING EQUIP FIXT,SUPP
FASTENERS, FASTENING DEVS
PW CONSTRUCTION & RELATED
PLUMBING EQUIP FIXT,SUPP
PLUMBING EQUIP FIXT,SUPP
Wastewater Division Total:
Public Works-WW/Stormwtr Department Total:
Wastewater Utility Fund Total:
Account Number
403-7480-535.31-01
403-7480-535.42-10
403-7480-535.42-10
403-7480-535.48-10
403-7480-535.31-01
403-7480-535.35-01
403-7480-535.35-01
403-7480-535.35-01
403-7480-535.41-50
403-7480-535.31-01
403-7480-535.43-10
403-7480-535.43-10
403-7480-535.43-10
403-7480-535.31-20
403-7480-535.31-01
403-7480-535.41-50
403-7480-535.32-20
403-7480-535.35-01
403-7480-535.35-01
403-7480-535.35-01
403-7480-535.35-01
403-7480-535.47-10
403-7480-535.31-01
403-7480-535.31-01
403-7480-535.31-20
403-7480-535.31-20
403-7480-535.31-20
403-7480-535.31-20
403-7480-535.31-20
403-7480-535.31-20
Amount
74.45
31.39
31.39
567.94
252.28
215.69
1,624.97
69.52
204.55
37.00
189.30
120.00
238.50
1,059.52
851.08
33.08
908.65
36.50
40.75
289.02
36.71
637.34
54.33
103.48
151.85
144.55
48.20
263.77
15.71
264.10
$18, 897.41
$18, 897.41
$18, 897.41
Page 9 of 16 Mar 15, 2023 1:55:30 PM
March 21, 2023 E - 21
Description Account Number
OVRPMT OF TFR STN FEES 404-0000-213.10-90
HARDWARE,AND ALLIED ITEMS
PW CONSTRUCTION & RELATED
PW CONSTRUCTION & RELATED
EQUIPMENT MAINTENANCE,REC
FIRST AID & SAFETY EQUIP.
VOUCHER #740, FAMILY SHOE
COMMUNICATIONS/MEDIA SERV
FIRST AID & SAFETY EQUIP.
PW CONSTRUCTION & RELATED
PW CONSTRUCTION & RELATED
PW CONSTRUCTION & RELATED
PW CONSTRUCTION & RELATED
UNITEC CORPORATION EQUIP MAINT & REPAIR SERV
UNITED RENTALS NORTHWEST INC AUTO SHOP EQUIPMENT & SUP
SW - Transfer Station Division Total:
A-1 PERFORMANCE, INC
ANGELES MILLWORK & LUMBER
MISC EMPLOYEE EXPENSE
REIMBURSEMENT
ORKIN EXTERMINATING COMPANY
INC
REHRIG PACIFIC COMPANY, INC
SWAIN'S GENERAL STORE INC
.6 r P City of Port Angeles
City Council Expenditure Report
,.� Between Feb 25, 2023 and Mar 10, 2023
Vendor
A/R MISCELLANEOUS REFUNDS
Division Total:
Department Total:
ANGELES MILLWORK & LUMBER
CLEAN EARTH EVIRONMENTAL
SOLUTIONS
DEPARTMENT OF LABOR &
INDUSTRIES
FASTENAL INDUSTRIAL
MISC EMPLOYEE EXPENSE
REIMBURSEMENT
RADIO PACIFIC INC (KONP)
SWAIN'S GENERAL STORE INC
THERMO-FLUIDS
BUILDING MAINT&REPAIR SER
JANITORIAL SUPPLIES
MEAL REIMBURSEMENT - OVER
MEALREIMBURSEMENT- OVERTI
EXTERNAL LABOR SERVICES
SUPPLIES
Supplies
SHOES AND BOOTS
SWANA MEMBERSHIPS
WE PROMOTE YOU SUPPLIES
Solid Waste -Collections Division Total:
ASPECT CONSULTING, LLC CONSULTING SERVICES
Solid Waste -Landfill Division Total:
Public Works -Solid Waste Department Total:
Solid Waste Utility Fund Total:
404-7538-537.35-01
404-7538-537.41-51
404-7538-537.41-51
404-7538-537.31-20
404-7538-537.31-01
404-7538-537.31-01
404-7538-537.41-15
404-7538-537.31-01
404-7538-537.41-51
404-7538-537.41-51
404-7538-537.41-51
404-7538-537.41-51
404-7538-537.41-50
404-7538-537.35-01
404-7580-537.41-50
404-7580-537.31-01
404-7580-537.31-01
404-7580-537.31-01
404-7580-537.41-50
404-7580-537.35-01
404-7580-537.31-01
404-7580-537.31-01
404-7580-537.49-01
404-7580-537.41-15
404-7585-537.41-50
Amount
$4.00
$4.00
138.18
737.13
737.13
70.40
201.12
252.37
34.00
47.27
16.50
29.50
114.00
266.00
1,289.11
477.63
$4,410.34
151.53
76.87
55.50
55.50
33.08
278.03
141.30
169.62
200.00
1,672.26
$2,833.69
14, 904.00
$14,904.00
$22,148.03
$22,152.03
Page 10 of 16 Mar 15, 2023 1:55:30 PM
March 21, 2023 E - 22
.6 r P
,.�
City of Port Angeles
City Council Expenditure Report
Between Feb 25, 2023 and Mar 10, 2023
Vendor
Description
Account Number
Amount
BLOOMING NURSERY
NURSERY STOCK & SUPPLIES
406-7412-538.31-20
2,249.00
CLALLAM CNTY DEPT OF HEALTH
LAB EQUIP,BIO,CHEM,ENVIR
406-7412-538.41-50
595.00
FASTENAL INDUSTRIAL
HOSP SURG ACCES & SUNDRIS
406-7412-538.31-01
165.74
JANITORIAL SUPPLIES
406-7412-538.31-01
230.00
OSBORN CONSULTING, INC
CONSULTING SERVICES
406-7412-538.41-50
35,476.75
PORT ANGELES POWER
FASTENERS, FASTENING DEVS
406-7412-538.31-01
3.25
EQUIPMENT
RADIO PACIFIC INC (KONP)
COMMUNICATIONS/MEDIA SERV
406-7412-538.44-10
34.00
SWAIN'S GENERAL STORE INC
PAINTS, COATI NGS,WALLPAPER
406-7412-538.31-01
32.48
TRAFFIC SAFETY SUPPLY CO
EQUIP MAINT & REPAIR SERV
406-7412-538.31-20
1,428.42
Stormwater Division Total:
$40,214.64
Public Works-WW/Stormwtr Department Total:
$40,214.64
Stormwater Utility Fund Total:
$40,214.64
CLALLAM CNTY EMS
MEMBERSHIPS
409-6025-526.41-50
1,140.00
EMSCONNECT
LIBRARY SERVICES(EXCL 908
409-6025-526.43-10
260.50
LIFE ASSIST
Supplies
409-6025-526.31-01
20.00
MISC EMPLOYEE EXPENSE
PM SCHOOL DRUG SCREEN AND
409-6025-526.43-10
70.50
REIMBURSEMENT
PUBLIC SAFETY TESTING INC
Q3 Subscription fees
409-6025-526.41-50
359.00
TARGETSOLUTIONS LEARNING,
SUPPLIES
409-6025-526.41-50
2,705.75
LLC
ZOLL MEDICAL CORPORATION
SALE SURPLUS/OBSOLETE
409-6025-526.31-01
240.72
Medic I Division Total:
$4,796.47
Fire Department Total:
$4,796.47
Medic I Utility Fund Total:
$4,796.47
RADIO PACIFIC INC (KONP)
COMMUNICATIONS/MEDIA SERV
421-7121-533.41-15
34.00
Conservation Division Total:
$34.00
Public Works -Electric Department
Total:
$34.00
Conservation Fund Total:
$34.00
KVA ELECTRIC, INC
EQUIP MAINT & REPAIR SERV
451-7188-594.65-10
146,338.94
TRAFFIC SAFETY SUPPLY CO
FASTENERS, FASTENING DEVS
451-7188-594.65-10
158.63
MARKERS, PLAQUES,SIGNS
451-7188-594.65-10
275.54
SHIPPING AND HANDLING
451-7188-594.65-10
199.11
SIGNS, SIGN MATERIAL
451-7188-594.65-10
213.52
Electric Projects Division Total:
$147,185.74
Public Works -Electric Department
Total:
$147,185.74
Page 11 of 16 Mar 15, 2023 1:55:30 PM
March 21, 2023 E - 23
.6 r P City of Port Angeles
City Council Expenditure Report
,.� Between Feb 25, 2023 and Mar 10, 2023
Vendor
Electric Utility CIP Fund Total:
KENNEDY/JENKS CONSULTANTS CONSULTING SERVICES
Wastewater Projects Division Total:
Public Works-WW/Stormwtr Department Total:
Wastewater Utility CIP Fund Total:
MICHELS POWER Sewer Rehab
CSO Capital Division Total:
Public Works-WW/Stormwtr Department Total:
CSO Capital Fund Total:
AMAZON CAPITAL SERVICES AUTO & TRUCK ACCESSORIES
ASSOCIATED PETROLEUM
PRODUCTS, INC
HUGHES FIRE EQUIPMENT INC
MOTION INDUSTRIES, INC
NAPA AUTO PARTS
O'REILLY AUTO PARTS
SOLID WASTE SYSTEMS, INC
TACOMA SCREW PRODUCTS INC
Division Total:
Department Total:
Description
AUTO & TRUCK MAINT. ITEMS
RADIO & TELECOMMUNICATION
AUTO & TRUCK MAINT. ITEMS
FUEL,OIL,GREASE, & LUBES
FUEL,OIL,GREASE, & LUBES
FUEL,OIL,GREASE, & LUBES
FUEL,OIL,GREASE, & LUBES
AUTO & TRUCK MAINT. ITEMS
AUTO & TRUCK MAINT. ITEMS
AUTO & TRUCK MAINT. ITEMS
AUTO & TRUCK MAINT. ITEMS
AUTO & TRUCK MAINT. ITEMS
AUTO & TRUCK MAINT. ITEMS
AUTO & TRUCK MAINT. ITEMS
AUTO & TRUCK MAINT. ITEMS
AUTO & TRUCK MAINT. ITEMS
AUTO & TRUCK MAINT. ITEMS
HOSES, ALL KINDS
HOSES, ALL KINDS
AUTO & TRUCK MAINT. ITEMS
AUTO & TRUCK MAINT. ITEMS
AUTO & TRUCK MAINT. ITEMS
AUTO & TRUCK MAINT. ITEMS
Account Number
453-7488-594.65-10
463-7489-594.65-10
501-0000-141.40-00
501-0000-141.40-00
501-0000-141.40-00
501-0000-141.40-00
501-0000-141.20-00
501-0000-141.20-00
501-0000-141.20-00
501-0000-141.20-00
501-0000-141.40-00
501-0000-141.40-00
501-0000-141.40-00
501-0000-141.40-00
501-0000-141.40-00
501-0000-141.40-00
501-0000-141.40-00
501-0000-141.40-00
501-0000-141.40-00
501-0000-141.40-00
501-0000-141.40-00
501-0000-141.40-00
501-0000-141.40-00
501-0000-141.40-00
501-0000-141.40-00
501-0000-141.40-00
Amount
$147,185.74
674.22
$674.22
$674.22
$674.22
165,453.05
$165,453.05
$165,453.05
$165,453.05
376.55
81.10
60.67
77.79
(7,988.49)
7,607.51
7,842.27
7,988.49
669.82
204.90
65.99
61.98
94.87
57.74
5.31
27.90
87.96
63.36
140.73
(3.17)
57.60
1,777.60
516.82
(4.47)
$19,870.83
$19,870.83
Page 12 of 16 Mar 15, 2023 1:55:30 PM
March 21, 2023 E - 24
.6 r P
,.�
City of Port Angeles
City Council Expenditure Report
Between Feb 25, 2023 and Mar 10, 2023
Vendor
Description
Account Number
Amount
A-1 PERFORMANCE, INC
BUILDING MAINT&REPAIR SER
501-7630-548.41-50
178.84
ANGELES COLLISION REPAIR
EXTERNAL LABOR SERVICES
501-7630-548.34-02
105.89
ARAMARK
LAUNDRY/DRY CLEANING SERV
501-7630-548.49-90
20.28
LAUNDRY/DRY CLEANING SERV
501-7630-548.49-90
20.28
ASSOCIATED PETROLEUM
FUEL,OIL,GREASE, & LUBES
501-7630-548.32-13
112.04
PRODUCTS, INC
FUEL,OIL,GREASE, & LUBES
501-7630-548.32-13
134.84
COPY CAT GRAPHICS & SIGNS
AUTO & TRUCK ACCESSORIES
501-7630-594.64-10
999.12
CUMMINS NORTHWEST INC
RENTAL/LEASE EQUIPMENT
501-7630-548.48-02
783.36
HEARTLINE
AUTO & TRUCK MAINT. ITEMS
501-7630-548.34-02
151.18
HUGHES FIRE EQUIPMENT INC
AUTO & TRUCK MAINT. ITEMS
501-7630-548.34-02
3,038.98
LES SCHWAB TIRE CENTER
AUTO & TRUCK MAINT. ITEMS
501-7630-548.34-02
58.62
EXTERNAL LABOR SERVICES
501-7630-548.34-02
21.70
N C MACHINERY CO
ROAD/HWY EQUIP EARTH,GRD
501-7630-594.64-10
403,717.63
NAPA AUTO PARTS
AUTO & TRUCK MAINT. ITEMS
501-7630-548.34-02
160.14
BELTS AND BELTING
501-7630-548.34-02
107.25
AUTO & TRUCK MAINT. ITEMS
501-7630-548.34-02
215.96
AUTO & TRUCK MAINT. ITEMS
501-7630-548.34-02
384.38
ORKIN EXTERMINATING COMPANY
EXTERNAL LABOR SERVICES
501-7630-548.41-50
33.06
INC
OWEN EQUIPMENT
AUTO & TRUCK MAINT. ITEMS
501-7630-548.34-02
120.67
AUTO & TRUCK MAINT. ITEMS
501-7630-548.34-02
2,898.20
AUTO & TRUCK MAINT. ITEMS
501-7630-548.34-02
526.37
PRICE FORD LINCOLN
AUTO & TRUCK MAINT. ITEMS
501-7630-548.34-02
24.80
PSI ELECTRONICS, LLC
RADIO & TELECOMMUNICATION
501-7630-548.34-02
946.21
R & S TRANSPORT, INC
EXTERNAL LABOR SERVICES
501-7630-548.34-02
1,294.72
Equipment Services Division Total:
$416,054.52
Public Works Department Total:
$416,054.52
Equipment Services Fund Total:
$435,925.35
ASTOUND BROADBAND
DATA PROC SERV &SOFTWARE
502-2081-518.42-10
9,413.92
CENTURYLINK-QWEST
02-05 A/C 206ZO50031846B
502-2081-518.42-10
2,818.58
CITIES DIGITAL
DATA PROC SERV &SOFTWARE
502-2081-518.48-02
25,756.22
VERIZON WIRELESS
01-15 A/C 842160242-00001
502-2081-518.42-10
3,485.71
01-15 A/C 842160242-00003
502-2081-518.42-10
1,270.19
01-15 A/C 842160242-00004
502-2081-518.42-10
5,000.31
01-22 A/C 571136182-00001
502-2081-518.42-10
196.94
Page 13 of 16 Mar 15, 2023 1:55:30 PM
March 21, 2023 E - 25
.6City
w,D--,p
of Port Angeles
City Council Expenditure Report
Between Feb 25, 2023 and Mar 10, 2023
Vendor
Description
Account Number
Amount
VERIZON WIRELESS
02-05 A/C 542276284-0001
502-2081-518.42-10
190.38
Information Technologies Division Total:
$48,132.25
Finance Department Total:
$48,132.25
Information Technology Fund Total:
$48,132.25
AWC EMPLOYEE BENEFITS TRUST
L1 MED/DEN/VIS PREMIUMS
503-1631-517.46-34
(8,102.06)
L1 MED/DEN/VIS PREMIUMS
503-1631-517.46-34
8,102.06
LIFE INSURANCE
503-1631-517.46-32
(1,808.85)
LIFE INSURANCE
503-1631-517.46-32
1,808.85
LTD
503-1631-517.46-31
(6,060.59)
LTD
503-1631-517.46-31
6,060.59
MED/DEN/VIS PREMIUMS
503-1631-517.46-30
(224,061.51)
MED/DEN/VIS PREMIUMS
503-1631-517.46-30
224,061.51
HSA BANK
Service Fee
503-1631-517.46-30
25.50
Service Fee
503-1631-517.46-30
250.00
MISC EMPLOYEE EXPENSE
EMPLOYEE REIMBURSEMENT
503-1631-517.41-51
72.77
REIMBURSEMENT
NW ADMIN TRANSFER ACCT
INSURANCE, ALL TYPES
503-1631-517.46-33
95,266.35
INSURANCE, ALL TYPES
503-1631-517.46-34
6,497.00
REDACTED
Disability Board -Feb
503-1631-517.46-35
8.91
Disability Board -Feb
503-1631-517.46-35
43.54
Disability Board -Feb
503-1631-517.46-35
92.61
Disability Board -Feb
503-1631-517.46-35
225.77
REIMBURSE MEDICARE-FEB
503-1631-517.46-35
108.00
REIMBURSE MEDICARE-FEB
503-1631-517.46-35
108.00
REIMBURSE MEDICARE-FEB
503-1631-517.46-35
108.00
REIMBURSE MEDICARE-FEB
503-1631-517.46-35
148.50
REIMBURSE MEDICARE-FEB
503-1631-517.46-35
148.50
REIMBURSE MEDICARE-FEB
503-1631-517.46-35
148.50
REIMBURSE MEDICARE-FEB
503-1631-517.46-35
154.10
REIMBURSE MEDICARE-FEB
503-1631-517.46-35
164.90
REIMBURSE MEDICARE-FEB
503-1631-517.46-35
164.90
REIMBURSE MEDICARE-FEB
503-1631-517.46-35
164.90
REIMBURSE MEDICARE-FEB
503-1631-517.46-35
164.90
REIMBURSE MEDICARE-FEB
503-1631-517.46-35
164.90
REIMBURSE MEDICARE-FEB
503-1631-517.46-35
164.90
Page 14 of 16 Mar 15, 2023 1:55:30 PM
March 21, 2023 E - 26
.6 r P City of Port Angeles
City Council Expenditure Report
,.� Between Feb 25, 2023 and Mar 10, 2023
Vendor Description
REDACTED REIMBURSE MEDICARE-FEB
REIMBURSE MEDICARE-FEB
REIMBURSE MEDICARE-FEB
REIMBURSE MEDICARE-FEB
REIMBURSE MEDICARE-FEB
REIMBURSE MEDICARE-FEB
Other Insurance Programs Division Total:
PENINSULA COLLEGE RENTAL AGREEMENT DEPOSIT
Comp Liability Division Total:
Self Insurance Department Total:
Self -Insurance Fund Total:
AFLAC
AWC EMPLOYEE BENEFITS TRUST
CHAPTER 13 TRUSTEE
EMPLOYEES ASSOCIATION
EMPOWER-P/R WIRE
FEDERAL PAYROLL TAX
FICA/MEDICARE PAYROLL TAX
HSA BANK
JOHN HANCOCK LIFE INSURANCE
CO
LEOFF
MISSION SQUARE-P/R WIRES
OFFICE OF SUPPORT
ENFORCEMENT
PIERS
TEAMSTERS LOCAL 589
UNITED WAY (PAYROLL)
WSCFF/EMPLOYEE BENEFIT
TRUST
AFLAC SUPP INSURANCE PREM
SUPPLEMENTAL LIFE
SUPPLEMENTAL LIFE
Case #21-10696
PAYROLL SUMMARY
PAYROLL SUMMARY
PAYROLL SUMMARY
PAYROLL SUMMARY
Employee Contributions
PAYROLL SUMMARY
PAYROLL SUMMARY
PAYROLL SUMMARY
PAYROLL SUMMARY
PAYROLL SUMMARY
PAYROLL SUMMARY
PAYROLL SUMMARY
PAYROLL SUMMARY
PAYROLL SUMMARY
PAYROLL SUMMARY
PAYROLL SUMMARY
PAYROLL SUMMARY
PAYROLL SUMMARY
Account Number
503-1631-517.46-35
503-1631-517.46-35
503-1631-517.46-35
503-1631-517.46-35
503-1631-517.46-35
503-1631-517.46-35
503-1671-517.41-50
920-0000-231.53-10
920-0000-231.53-30
920-0000-231.53-30
920-0000-231.56-90
920-0000-231.55-30
920-0000-231.52-20
920-0000-231.50-10
920-0000-231.50-20
920-0000-231.52-40
920-0000-231.53-11
920-0000-231.53-12
920-0000-231.52-25
920-0000-231.51-21
920-0000-231.52-10
920-0000-231.56-20
920-0000-231.51-10
920-0000-231.51-11
920-0000-231.51-12
920-0000-231.54-10
920-0000-231.54-10
920-0000-231.56-10
920-0000-231.53-20
Amount
164.90
164.90
164.90
164.90
442.90
670.90
$106,168.85
$78.75
$106,247.60
$106,247.60
744.74
(782.80)
782.80
358.00
665.00
25,603.40
90,933.98
107,148.58
4,249.24
75.00
321.93
1,645.22
35,134.35
30,155.83
1,116.83
807.84
15,489.21
84,241.63
2,315.00
2,301.00
190.00
5,800.00
Page 15 of 16 Mar 15, 2023 1:55:30 PM
March 21, 2023 E - 27
venaor
City of Port Angeles
City Council Expenditure Report
,.� Between Feb 25, 2023 and Mar 10, 2023
Description
Division Total:
Department Total:
Payroll Clearing Fund Total:
Total for Checks Dated Between Feb 25, 2023 and Mar 10, 2023
Account Number
Amount
$409,296.78
$409,296.78
$409,296.78
$1,867,706.91
Page 16 of 16 Mar 15, 2023 1:55:30 PM
March 21, 2023 E - 28
POR-TANGELES CITY COUNCIL
WASH I N G T O N, U.S. MEMO
Date: March 21, 2023
To: City Council
From: Mike Healy, Interim Director of Public Works & Utilities
Subject: Neighborhood Sewer Rehab Shane Park CIPP Lining, CON 2022-25, Final Acceptance
Summary: The purpose of this memo is to obtain City Council final acceptance for the work performed
by Michel's Trenchless Corp. of Salem OR to rehabilitate 2,200 feet of 8 inch and 10 inch sanitary sewer
main and six manholes in the vicinity of Shane Park. The work was inspected and accepted as complete
with the final project costs amounting to $173,422.85 including taxes, a 5% retainage is being held.
Funding: Funds are available in the Combined Sewer Overflow (CSO) Capital Budget account 463-
7588-594-64.10 for project WW 1122 — 2022 Neighborhood Sewer Rehabilitation in the amount of
$389,000.
Recommendation: Accept the Neighborhood Sewer Rehab Shane Park CIPP Lining Project CON
2022-25 as complete, and authorize staff to proceed with project closeout, and release the 5% retainage
upon receipt of all required clearances.
Background / Analysis: This section of concrete sanitary sewer main was installed in 1956.
Approximately 1,000 linear feet of the Shane Park sanitary sewer runs directly under a stormwater
retention wetland. High groundwater levels and failing concrete pipe joints create an environment
favorable for groundwater and stormwater inflow and inundation (I&I). Closed -Circuit Television
Inspection (CCTV) has also confirmed erosion, open joints, cracks, and I&I.
CIPP (Cured -in -Place -Pipe) Lining is a trenchless pipe repair process of creating a new pipe inside of the
existing pipe if the host pipe has a leak or other signs of damage. This repair process was selected for this
section of pipe to rehabilitate the structural integrity and sealed the line preventing groundwater
infiltration.
Notice of the bid opportunity was advertised through the Peninsula Daily News July 20, 2022, Builders
Exchange of Washington July 20, 2022 and posted to the City website. On August 3, 2022, three bids
were received and opened with Michels Corporation of Salem, OR being the lowest responsive bidder, in
the amount of $210,619.40. The engineer's estimate for the work was $300,000. The CIPP project was
inspected and accepted as complete by engineering staff on February 16, 2023. An additional project to
decommission 1000 feet of failing 8 inch sewer main is being completed under a separate project titled
2022 Shane Park Sewer Relocate.
The total cost, including taxes, is tabulated in the following table:
Project Cost Summary
Original Contract
Amount
Change
Orders (1)
Unit Quantity
Variations
Final Cost
Project Cost Variance
$210,619.40
$(10,500)
$(26,696.55)
$173,422.85
-17.6%
March 21, 2023 E - 29
Funding Overview: Funds are available in the Combined Sewer Overflow (CSO) Capital Budget
account 463-7588-594-64.10 for project WWl 122 — 2022 Neighborhood Sewer Rehabilitation in the
amount of $389,000.
March 21, 2023 E - 30
P-Q-R-TANGELES
CITY COUNCIL
WASH I N G T O N, U.S. MEMO
Date: March 21, 2023
To: City Council
From: Nathan A. West, City Manager
Mike Healy, Interim Director of Public Works & Utilities
Subject: PAPA Extension of Agreement
Summary: The purpose of this memo is to extend the City agreement with Peninsula Area Public
Access (PAPA) for operating cable access channels for an additional one (1) year period ending March
31, 2024.
Funding: The funding discussed in the City/PAPA Service Agreement originates from the cable
provider (WAVE) as part of the Cable Franchise Agreement.
Recommendation: Approve and authorize the City Manager to sign Amendment #1 to the Agreement
between City of Port Angeles and the Peninsula Area Public Access (PAPA) and make minor
modifications as necessary.
Background / Analysis: Since November 2015, Peninsula Area Public Access (PAPA), a nonprofit
organization, has been the designated provider of PEG programing using the City's cable channel
allocations under the Cable Franchise Agreement. The City Council entered into an agreement for five
years on August 1, 2017.
The City and PAPA agree the intent of both parties was to extend the agreement prior to expiration, but
were not able to extend the term of the agreement timely. Even so, both parties performed as if the
agreement was in full force and effect. Payments have been made and services rendered continuously in
accordance with the terms of the agreement, and the parties intend that the agreement should continue on
the same terms and conditions.
The City recognizes the contribution that PEG programming provides for the City and wishes to extend
the agreement with PAPA for an additional one year ending March 31, 2024.
Funding Overview: Funding discussed in the City/PAPA Service Agreement originates from the cable
provider (WAVE) as part of the Cable Franchise Agreement.
March 21, 2023 E - 31
AMENDMENT NO. 1 TO THE
AGREEMENT BETWEEN
THE CITY OF PORT ANGELES
AND
PENINSULA AREA PUBLIC ACCESS (PAPA)
CITY OF PORT ANGELES RECORD #001271
RELATING TO: NONPROFIT DESIGNATED ACCESS CHANNEL MANAGER
THIS AMENDMENT NO. I is made and entered into by and between THE CITY OF PORT
ANGELES, a non -charter code city and municipal corporation of the State of Washington, (CITY)
and Peninsula Area Public Access (PAPA), a Washington nonprofit corporation authorized to do
business in the State of Washington.
NOW, THEREFORE, in consideration of the representations and the terms, conditions, covenants
and agreements set forth in the original AGREEMENT and this AMENDMENT, the parties hereto
agree as follows:
SECTION 1
The CITY entered into the existing AGREEMENT with PAPA on August 14, 2017, (the
AGREEMENT) for a term of five years.
SECTION 2
The CITY and PAPA agree the intent of both parties was to extend the AGREEMENT
prior to expiration, but were not able to extend the term the term of the AGREEMENT
timely. Even so, both parties performed as if the AGREEMENT were in full force and
effect. Payments and have been made and services rendered continuously in accordance
with the terms of the AGREEMENT. And the parties intend that the AGREEMENT should
continue on the same terms and conditions.
SECTION 3
REVISED TERM OF THE AGREEMENT
The CITY and PAPA continue to recognize the benefits of the relationship established by
the AGREEMENT and want it to continue on the same terms and conditions. Therefore
the first sentence of Section 20, the Term of the Agreement, is amended to read: "This
Agreement shall be for a term commencing on August 14, 2017 and terminating on
March 31, 2024."
SECTION 4
Except as modified herein, the original AGREEMENT is confirmed and ratified.
March 21, 2023 E - 32
CONTRACT RECORD #001271, AMENDMENT NO. 1 Pagel of 2
In WITNESS WHEREOF, the parties hereto have executed this Amendment No. 1 to the
Agreement as of the date and year of the last signature affixed below.
CITY OF PORT ANGELES
By:
City Manager
Date:
ATTEST:
City Clerk
APPROVED AS TO FORM:
City Attorney
PENINSULA AREA PUBLIC ACCESS
M.
Chairman, Board of Directors
Printed Name:
Date:
March 21, 2023 E - 33
CONTRACT RECORD #001271, AMENDMENT NO. 1 Page 2 of 2
��
P-Q-R-TANGELES
CITY COUNCIL
WASH I N G T O N, U.S. MEMO
Date: March 21, 2023
To: City Council
From: Mike Healy, Interim Director of Public Works & Utilities
Subject: A Street Substation Electrical Switchgear Upgrade — Final Acceptance
Summary: The purpose of this memo is to receive City Council final acceptance for the work performed
by contractor KVA-Electric Inc of Arlington WA to upgrade the A Street Substation Electrical Switch
gear. The work was inspected and accepted as complete with the final project cost amounting to
$297,638.72 including taxes, a 5% retainage is being held.
Funding: $297,638.72 is available in the Electric Utility Capital fund (451-7188-594.65-10) for project
CL0919 A Street Substation Switchgear Replacement as approved in the 2022 Capital Facilities Plan.
Recommendation: Accept the A Street Substation Electrical Switchgear Upgrade Project No. CON
2021-45 as complete, and authorize staff to proceed with project closeout, and release the retainage funds
upon receipt of all required clearances.
Background / Analysis: Seven substations distribute power throughout the City. Two of these
substations have switch gears that were nearing or at the end of their life. Based on age, criticality to
electric reliability, and periodic inspection results, A Street Substation was identified as the one in most
need of immediate replacement.
A Street Substation is the third in the series of four substations that were identified in 2019 as having
forty plus year old switch gear that was at or near the end of life. Both Laurel and F Street substations
switch gear were replaced in 2021 and I street is scheduled for completion later in 2023. The new switch
gear not only has new control enhancements but enhanced safety features.
The City solicited bids for A Street Substation. Five bids were received on February 3', 2022. KVA
Electric Inc of Arlington, WA was determined the lowest responsive and responsible bidder at
$297,638.72, including taxes. The A Street Switchgear was inspected and accepted as complete by
engineering staff on February 16, 2023.
The total cost, including taxes, is tabulated in the following table:
Project Cost Summary
Original Contract
Amount
Change
Orders
Unit Quantity
Variations
Final Cost
Project Cost Variance
$297,638.72
$0
0
$297,638.72
0
Funding Overview: Funds are available in the Electric Utility Capital fund (451-7188-594.65-10).
March 21, 2023 E - 34
P-Q-R-TANGELES
CITY COUNCIL
WASH I N G T O N, U.S. MEMO
Date: March 21, 2023
To: City Council
From: Mike Healy, Interim Director of Public Works & Utilities
Subject: Water Utility Material Purchase
Summary: The Water Division of Public Works Department makes annual supply purchases of
commonly used materials and parts for use during the year. This action asks City Council to authorize
the purchase of materials and parts supplies from Ferguson Waterworks, the successful low bidder under
State Contract Number 01118, for an annual amount not to exceed $60,000.00.
Funding: Funding in the amount of $120,000.00 is contained in the 2023 Water Budget for materials,
parts and supplies
Recommendation: Authorize the purchase of materials and parts supplies from the State Contract
low bidder, Ferguson Waterworks for an annual amount not to exceed $60,000.00.
Background / Analysis: For purposes of efficiency and economy, the Water Division of Public Works
Department tries to maintain a stock of commonly used materials and parts. Examples of parts purchased
from this vendor are wide ranging water system components from meters and small fittings to pipe and
repair clamps to full fire hydrant assemblies. various category of water system parts. Part of the plan to
maintain that stock is to annually purchase commonly used materials and parts supplies. These supplies
are often purchased from Ferguson Waterworks, as they are a national industry leader in supplying water
utility system components and they keep a good stock of these necessary items at their Carlsborg, WA
location. Ferguson is also the successful low bidder under State Contract Number 01118 for an annual
amount not to exceed $60,000.00.
Funding Overview: Sufficient funding exists in the 2023 Water Budget to fund this item.
March 21, 2023 E - 35
POR-TANGELES CITY COUNCIL
WASH I N G T O N, U.S. MEMO
Date: March 21, 2023
To: City Council
From: Mike Healy, Interim Director of Public Works & Utilities
Subject: 2022 Shane Park Sewer Relocate, CON-2022-48, Award Construction Contract
Summary: The purpose of this memo is to receive City Council approval to award a construction
contract to 2 Grade LLC to relocate a sanitary sewer lateral at the South East corner of Shane park to an
adjacent main and decommission 1000 linear feet of old concrete cylinder main installed in 1956. High
levels of infiltration have been identified in this area and will be eliminated by decommissioning this line.
Funding: Funds are available in approved 2023-2028 Capital Facilities Plan under WWI 122 2022
Neighborhood Sewer Rehabilitation Project in the amount of $39,383.42.
Recommendation: Approve and award a construction contract with 2-Grade LLC for the 2022 Shane
Park Sewer Relocate Project CON-2022-48, for the total bid amount of $39,383.42, including taxes; and
authorize the City Manager to sign and execute the construction contract and to make minor
modifications to the Agreement if necessary.
Background / Analysis: A 1,000 linear foot section of 8 inch sanitary sewer running East-West along
the 7tn/8' alley alignment serves a single residence at the South East Corner of Shane Park. Relocating this
single lateral service to a recently CIPP (Cured -in -Place -Pipe) lined main will eliminate 1000 linear feet of
failing concrete main susceptible to infiltration. Flow meters installed in manholes downstream of this
area have logged high flows in this basin during storm events. Closed -Circuit Television Inspection
(CCTV) has also confirmed erosion, open joints, cracks, and inflow and infiltration (I&I).
Other projects are currently in design to address sanitary sewer hydraulic capacity issues on the West side
of Port Angeles. Reducing I&I will help take pressure off these overburdened systems.
Notice of the bid opportunity was advertised through the MRSC Roster of Washington on January 30,
2023 and posted to the City website. On February 21, 2023, four bids were received and opened with 2-
Grade LLC of Port Angeles, WA being the lowest responsive bidder, in the amount of $39,383.42. The
engineer's estimate for the work was $30,000.
March 21, 2023 E - 36
The total bid amounts, including taxes, are tabulated in the following table.
Contractor
Total Bid
2-Grade LLC (Port Angeles, WA)
$39,383.42
C&J Excavating Inc. (Carlsborg, WA)
$42,631.00
Iris Brothers LLC. (Port Orchard, WA)
$66,103.84
Mainline Excavating LLC (Woodland, WA)
$112,869.00
Funding Overview: Funds are available in approved 2023-2028 Capital Facilities Plan under
WWI 122 2022 Neighborhood Sewer Rehabilitation Project in the amount of $39,383.42.
March 21, 2023 E - 37
POR-TANGELES CITY COUNCIL
WASH I N G T O N, U.S. MEMO
Date: March 21, 2023
To: City Council
From: Mike Healy, Interim Public Works Director
Subject: Container Purchase — Purchase of Glass Recycle Roll -off Containers
Summary: As part of the City Council -approved pilot glass recycle pilot program, it is necessary for the
City to procure (4) Solid Waste Glass Recycle Roll -off Containers. The purchase of this equipment will
allow for efficient transport of glass recyclables from both the Port Angeles and the Blue Mountain Transfer
Station. Utilizing the Sourcewell bid collaborative, Staff was able to locate 4 roll -off containers for a total
cost of $42,031.37.
Funding: Funding is available for this purchase from the 2023 Solid Waste small tools budget.
Sourcewell Bid Purchase Contract
New Container
Type
Cost ea.
Subtotal
Shipping
Tax
20yd Glass Recycle
$8,775.00
$35,100.00
$3,531.77
$3,399.60
Roll -off Containers
Total Cost
$42,031.37
Recommendation:
1. Authorize the City Manager to execute a contract for the purchase of four (4) 20yd Glass Recycle
Roll -off containers from Wastequip of Albany, Oregon and authorize the City Manager to make
minor modifications to the purchase contract if necessary.
Background / Analysis: On February 7, 2023 City Council approved a pilot program to proceed with
a Pilot Glass Recycle Program. As reported previously, the operational needs of this program will require
the addition of (4) 20yd Glass Recycle Roll -off Containers. This procurement will complete the
equipment needs necessary for this Pilot Program. This procurement will allow for the efficient collection
and preparation for transport from both the Port Angeles and Blue Mountain Transfer Station sites. The
City is a member of the Sourcewell bid collaborative and it is through this source that we recommend the
purchase of four (4) Solid Waste Glass Recycling containers from Wastequip of Albany, Oregon, selected
as the lowest bid from the cooperative vendor list, Contract No. 040621-WQI.
Funding Overview: Funds are available in the Solid Waste Collections budget for Small Tools/Minor
Equipment/Refuse container replacement. Account #404-7580-537-3501.
March 21, 2023 E - 38
POR-TANGELES CITY COUNCIL
WASHor ab I N G T O N, U.S. MEMO
Date: March 21, 2023
To: City Council
From: William Bloor, City Attorney,
Subject: Port Angeles Municipal Code Re -Envisioning Title 1
Summary: In 2020, the City contracted with Madrona Law Group (Madrona) to review and revise the
City's municipal code. Madrona has completed work on Title 1. The ordinance presented tonight includes
their recommendations as reviewed by City staff. This ordinance will replace Title 1 in its entirety. At a
future meeting, a new Chapter 1.25 PAMC will be adopted, along with other amendments throughout the
PAMC, setting forth the fees and rates for the City.
Funding: Starting in 2020, City Council has approved funding for the municipal code audit work each
year in the Budget totaling $225,000. Remaining funding will be carried into the 2023 Budget in the first
budget amendment in the amount of $84,400 to allow for the completion of this project.
Recommendation: Conduct the first reading of the ordinance and continue this item to the April 4,
2023, meeting for a second reading.
Background / Analysis:
Following Council's decision to contract with Madrona in 2020 to review and revise the City's municipal
code, Madrona and staff have worked to produce revisions and updates to the municipal code that will
make the code more user friendly.
The City Council determined the following chapters as priorities by order of topic:
• Fee Schedule and related provisions in Title 3*
• Code Enforcement (including updates to penalties) and Titles 1 and 8
• Regulating short term rentals (can be added as a new chapter in Title 5 or incorporated into the
development code as part of Maker's work)
• Updating business license provisions and/or transitioning to a general business license approach
and Title 5
• Updating criminal code and Title 9
• Updating code relating to boards and commissions
• Adopting/updating special event code (can be added as a new chapter in Title 5)
• Title 11 — Streets and Sidewalks
• Title 12 — Public Places
• Title 10 — Vehicles and Traffic
• Title 13 - Utilities
• Title 7 - Animals
• Title 2 (may include some overlap with Maker's work)
• Remainder of Title 3 — Revenue and Finance
March 21, 2023 G - 1
• Title 4 — Public Corporations
• Titles 15 and 18 (to be coordinated with Maker's work)**
On June 7, 2022, Council received an update on the progress being made by Madrona. At that time,
Madrona was working on analyses and updates of the following:
Updated Fee Schedule;
Title 1 General Provisions;
Short Term Rentals;
Title 9, Public Peace Morals and Safety; and
Title 5, Business Licenses and Regulations.
Shortly after that, Madrona delivered to City staff initial drafts for all of those subjects, and we have
engaged with Madrona frequently to exchange detailed suggestions, comments, and analyses of these
topics thereafter. Madrona and City staff are now presenting to Council our proposed revisions to Titles 1
and 9.
Title 1 of the Port Angeles Municipal Code (PAMC) is the General Provisions section of the municipal
code. This title outlines matters of general application, such as definitions that apply throughout the
PAMC, general penalties, and the application and interpretation of the code. This update incorporates new
chapters into Title 1, reorganizes some chapters of the previous Title 1, and repeals unnecessary sections
in their entirety. The revisions to Title 1 will also include the foundation for changes to the City's fee and
rate schedules, which will be brought forward with other amendments throughout the PAMC at a future
meeting along with resolutions adopting the new fee and rate schedules. These revisions have been
drafted in accordance with the principles and goals established by the Council for this project.
Those include:
• Eliminate all provisions of the PAMC that do not readily appear to equitably benefit the health,
safety, or welfare of all people of Port Angeles
• Suggest provisions for the PAMC that increase public health, equity, and community safety for
the most vulnerable community members, and general welfare toward a resilient, vibrant,
walkable and livable city
• Assure compliance with current law
• Improve internal consistency and uniformity including definitions, interpretation, and syntax
• Improve organization of the code
• Eliminate outdated provisions
• Customer friendly
• Reduce tentacles
• Enhance usability
• Address conflicts with current law
The following outlines the Changes to Title 1 as it currently reads and how it will read after amendment:
FORMER TITLE 1
• CHAPTER 1.01 —CODE ADOPTION — RECODIFIED AT CH. 1.10 PAMC
• CHAPTER 1.04 -GENERAL PROVISIONS — RECODIFIED AT CH. 1.15 PAMC
March 21, 2023 G - 2
• CHAPTER 1.08 — CITY SEAL — REPEALED IN ITS ENTIRETY — (incorporated into Ch. 1.15
PAMC)
• CHAPTER 1.12 — NONCHARTER CODE CITY — REPEALED IN ITS ENTIRETY (Not
needed)
• CHAPTER 1.14 — INITIATIVE AND REFERNDUM — REPEALED IN ITS ENTIRETY
(incorporated into Ch. 1.15 PAMC)
• CHAPTER 1.16 — DATUM PLANE — REPEALED IN ITS ENTIRETY (incorporated into Ch.
1.15 PAMC)
• CHAPTER 1.20 — RIGHT OF ENTRY — REPEALED IN ITS ENTIRETY
• CHAPTER 1.24 - GENERAL PENALTY — REPEALED IN ITS ENTIRETY — RECODIFIED
AT CH. 1.20 PAMC
• CHAPTER 1.28 — FINES — REPEALED IN ITS ENTIRETY
• CHAPTER 1.40 — JUNETEENTH — REPEALED IN ITS ENTIRETY — INCORPORATED
INTO CH. 130 PAMC
REVISED Title 1 - GENERAL PROVISIONS
• CHAPTER 1.10 - CODE ADOPTION (formerly Ch. 1.01 PAMC)
• CHAPTER 1.15 - GENERAL PROVISIONS (formerly Ch. 1.04 PAMC)
• CHAPTER 1.20 - GENERAL PENALTY (formerly Ch. 1.24 PAMC)
• CHAPTER 1.25 — FEES, RATES, AND CHARGES (brand new chapter to be adopted with fee
and rate schedule amendments at a future meeting)
• CHAPTER 1.30 — SPECIAL RECOGNITIONS (combined with Ch. 1.40 PAMC)
Funding Overview: Starting in 2020, City Council has approved funding for the municipal code audit
work each year in the Budget totaling $225,000. Remaining funding will be carried into the 2023 Budget
in the first budget amendment in the amount of $84,400 to allow for the completion of this project.
March 21, 2023 G - 3
ORDINANCE NO.
AN ORDINANCE of the City of Port Angeles, Washington repealing and
replacing Title 1 of the Port Angeles Municipal Code.
THE CITY COUNCI L OF THE CITY OF PORT ANGELES DO HEREBY ORDAIN
AS FOLLOWS:
Section 1. Title 1 of the Port Angeles Municipal Code, in its entirety, is amended by
repealing the existing Title and replacing it as follows:
Title 1- GENERAL PROVISIONS
CHAPTER 1.10 - CODE ADOPTION
CHAPTER 1.15 - GENERAL PROVISIONS
CHAPTER 1.20 - GENERAL PENALTY
CHAPTER 1.25 — FEES, RATES, AND CHARGES
CHAPTER 1.30 — SPECIAL RECOGNITIONS
CHAPTER 1.10 - CODE ADOPTION
1.10.010 — Adoption and authority.
1.10.020 - Title —Citation.
1.01.030 - Reference applies to all amendments.
1.10.040 - Amendment.
1.10.050 - Reference to other laws and authority.
1.10.060 - Severability.
1.10.010 — Adoption and authority.
Pursuant to RCW 35.21.500 through 35.21.570, the City Council adopted the Port Angeles
Municipal Code, effective March 14, 1974.
I
March 21, 2023 G - 4
1.10.020 - Title —Citation.
This Code may be cited as the 'Port Angeles Municipal Code" or "PAMC."
1.01.030 - Reference applies to all amendments.
Whenever a reference is made to the Port Angeles Municipal Code or "PAMC," or to any portion
thereof, the reference applies to all amendments, corrections, and additions adopted by the City
Council, regardless of whether such amendments, corrections, and additions have been codified into
the PAMC.
1.10.040 - Amendment.
This code may be amended by reference to code section without referring to the underlying
ordinance. If an ordinance amending this code is enacted with a numbering system that is
inconsistent with the code numbering�ystem, the City Clerk is authorized to assign appropriate
code number and to codify the ordinance accordingly. The repeal of any code section does not revive
the original text of the code section, but rather, repeal of an existing section repeals the jg derl g
ordinance section and all of its amendments.
1.10.050 - Reference to other laws and authority.
Unless otherwise explicitly provided, any codes or regulations adopted by reference, such as the
Revised Code of Washington ("RCW"), Washington Administrative Code ("WAC'), and Clallam
County Code, include the code or regulation as it reads at the time of adoption by the Ci . and any
subsequent amendments thereto.
1.10.060 - Severability.
If any section, subsection, sentence, clause or phrase of this Code is for any reason held to be invalid
or unconstitutional, such decision will not affect the validity of the remaining portions of this Code.
The Council declares that it would have passed this Code, and each section, subsection, sentence,
clause and phrase thereof, irrespective of the fact that any one or more sections, subsections,
March 21, 2023 G - 5
sentences, clauses or phrases had been declared invalid or unconstitutional, and if for any reason this
Code should be declared invalid or unconstitutional, then the original ordinance or ordinances will
remain in full force and effect.
CHAPTER 1.15 - GENERAL PROVISIONS
1.15.010 - Definitions.
1.15.020 - Interpretation.
1.15.030 - Seal design.
1.15.040 - Power of initiative and referendum adopted.
1.15.050 — Datum plane adopted.
1.15.010 - Definitions.
The following words and phrases whenever used in the PAMC or City ordinances are as defined in
this section unless from the context a different meaning is intended or unless different meaning is
specifically defined and more particularly directed to the use of such words or phrases.
"City"means the City of Port Angeles, Washington, the area within the territorial limits of the City,
and such territory outside of the City over which the Ci . has jurisdiction or control by virtue of any
constitutional or statutory— provision.
"City Manager" means the Ci y Manager and the City Manager's designee(s).
"Computation oftime"means the time within which an act is to be done. It is computed by excluding
the first day and including the last day; and if the last day is Sunday or a legal holiday, that dam
excluded.
"Council" means the City Council of the City of Port Angeles, Washington.
"County" means Clallam County, Washington.
"Day" means business days when five or fewer days are specified, and calendar days when more
than five days are specified.
March 21, 2023 G - 6
"Law" denotes applicable federal law, the Constitution and statutes of the State of Washington, the
ordinances of the City of Port Angeles, and when a"ropriate, any and all rules and regulations
promulgated thereunder.
"May" and "should' are permissive.
"Month "means a calendar month.
"Must" and "shall" are mandatory.
"Oath" includes any affirmation or declaration in all cases in which, by law an affirmation may be
substituted for an oath; and in such cases "swear" and "sworn" are equivalent to "affirm" and
"affirmed".
"Person" means any natural person, joint venture, joint stock company, partnership, association,
club, company, corporation, business, trust, organization, or the manager, lessee, agent, servant,
officer, or employee of any of them.
"State" means the State of Washington.
"Year" means a calendar year.
1.15.020 - Interpretation.
A. The PAMC, the ordinances of the City of Port Angeles, and all proceedings thereunder, are to be
construed with a view to affect their objectives and to promote justice.
B. The following_ grammatical rules apply to the PAMC and ordinances of the City:
1. Gender. Pronouns in masculine, feminine and neutral genders are construed to include any other
genders.
2. Singular and plural. The singular number includes the plural, and the plural includes the
singular, unless explicitly provided otherwise.
3. Tenses. Words used in the present tense include the past and the future tenses and vice versa,
unless manifestly inapplicable.
4. Reference to City officials and personnel. Whenever a City mployee or official is referenced
as having the authority to take action on behalf of the City, such reference includes the employ
or official's designee, unless otherwise stated or where such action is limited to the individual.
March 21, 2023 G - 7
C. Whenever any act or omission is made unlawful, it includes causing, allowing, permittin _g aiding,
abetting, suffering, or concealing the fact of such act or omission. 1.15.030 — Seal design.
An official corporate seal for the City is adopted and is described as follows: an ordinary seal with
the words: "The City of Port Angeles, State of Washington," with the word "Seal" in the center
thereof.
1.15.040 - Power of initiative and referendum adopted.
The City of Port Angeles hereby pts the powers of initiative and referendum for the registered _
voters of the Cityprovided pursuant to RCW 35A.11.080 through 35A.11.100, which are adopted
by reference. Such powers are to be exercised as provided in the RCW and consistent with state,
federal, and local law.
1.15.050 — Datum plane adopted.
The Cit_dopts the Washington plane coordinate system as established by Chapter 58.20 RCW.
CHAPTER 1.20 - GENERAL PENALTY AND COLLECTIONS
1.20.010 — General penalty.
1.20.020 - Collection of judgments
1.20.010 - General penalty.
Unless otherwise specifically_ provided, any_person violating any_provision or failingtocomply with
any of the requirements of the PAMC or City's ordinances, is jzu� of a misdemeanor. AW person
convicted of a misdemeanor is punished by a fine of not more than $1,000.00, or by imprisonment
not to exceed 90 daffy both such fine and imprisonment.
Each such person is sty of a separate offense for each violation and for every day during any
portion of which any violation of the PAMC or City's ordinances is committed, continued, or
permitted by any such person.
March 21, 2023 G - 8
1.20.020 - Collection of iudgments.
If the person cited fails to pay a penalty imposed pursuant to this code, the penalty may be referred
to a collection agency. The cost to the City for the collection services shall be added as costs to the
amount to be collected. Alternatively, the City mawpursue collection in any other manner allowed
by law.
CHAPTER 1.25 — FEES, RATES, AND CHARGES
1.25.010 — Fee Schedule.
1.25.020 - Full payment of fees.
1.25.030 - Waiver of fees.
1.25.040 — Utility Rate Schedule.
1.25.050 Annual administrative fee adjustments.
1.25.010 — Fee Schedule
Except when otherwise stated, any fee or charge due or referenced in the PAMC will be set forth in
the City's fee schedule. Such fees are nonrefundable and include all taxes, unless explicitly noted.
1.25.020 - Full payment of fees.
Unless otherwise provided, all fees and charges must be paid in advance and in full. Applications
must include payment of gpy Wlicable fees. Such payment is a prerequisite to the City's issuance
of any permit or grant or approval of qpy Wlication.
1.25.030 - Waiver of fees.
Fees may be waived by the City Manager if necessar to o support the poor or infirm.
1.25.040 — Utility Rate Schedule.
Except when otherwise stated, any utility rates or charge imposed by the PAMC will be set forth in
the City's rate schedule. Such rates are nonrefundable and include all taxes, unless explicitly noted.
March 21, 2023 G - 9
1.25.050 Annual administrative fee adjustments.
The City Manager is authorized to administratively adjust the fees contained in the fee schedule
adopted pursuant to this chapter, effective January 1 st of each year or soon thereafter, based upon
the Consumer Price Index for all urban consumers (CPI-U) as measured from June 1 sc to June
1', unless the Port Angeles Municipal Code calls for the use of another index/other indices, the fee
is set by another a _ eg_ncy, or specific circumstances apply to the calculation of the fee. Annual
administrative adjustments to the fees established by this chapter shall be rounded as appropriate to
ensure efficient administration of fee collection. Any annual administrative adjustments to the Cites
fee schedule by the City Manager will be published on the City's website and communicated to the
City Council in writing
CHAPTER 1.30 SPECIAL RECOGNITIONS
1.30.010 Indigenous People's Day.
1.30.020 Juneteenth.
1.30.010 Indigenous People's Day.
The City of Port Angeles shall recognize Indigenous People's Day on the second Monday of October
each year. On this occasion, the City encourages its officials and employees, and local organizations
and the community, to acknowledge that City of Port Angeles sits on Klallam ancestral lands and to
recognize the many contributions that Klallam people, as well as other indigenous people, have made
to our community with their knowledge, labor, technology, economics, science, philosophy, arts,
and the deep cultural influences which have shaped the character of our City.
1.30.020 Juneteenth.
The City of Port Angeles shall celebrate on the 19th day of June each year an annual day of
recognition in remembrance of the day the Emancipation Proclamation came to Texas, and the
March 21, 2023 G - 10
enslaved people realized they were free as a reminder that individual rights and freedoms must never
be denied.
On this occasion, the City encourages its officials and employees, local organizations, and all
members of the community, to commemorate the day in 1865 when news of the Emancipation
Proclamation finally reached the last confederate state, Texas, and the enslaved people realized they
were free. As noted in a bill adopted by the Washington legislature in 2007, and here adopted and
endorsed by the Council of the City of Port Angeles:
11... on June 19, 1865, Union soldiers landed at Galveston, Texas with news that the Civil War had
ended and the slaves were now free; that this was two and a half years after President Lincoln sib
the Emancipation Proclamation on January 1, 1863; that the end of slavery brought on new
challenges and realities in establishing a previously nonexistent status for African -Americans in the
United States; that racism and continued inequality is the legacy of slavery and acknowledging it is
the first step in its eradication; and that since 1980 June 19th has been celebrated as Juneteenth across
the United States as a day for people to come together in the spirit of reconciliation to commemorate
the contributions of African -Americans to this country's history and culture."
Section 2. - Corrections. The City Clerk and the codifiers of this ordinance are
authorized to make necessary corrections to this ordinance including, but not limited to,
the correction of the scrivener's/clerical errors, references to other local, state, or federal laws, codes,
rules or regulations, or ordinance numbering, section/subsection numbers and any references thereto.
Section 3. - Severability. If any provisions of this Ordinance, or its application to any person or
circumstances, are held invalid, the remainder of the Ordinance, or application of the provisions of the
Ordinance to other persons or circumstances, is not affected.
E3
March 21, 2023 G - 11
Section 4. -Effective Date. This Ordinance, being an exercise of a power specifically delegated to
the City legislative body, is not subject to referendum. This ordinance shall take effect five (5)
days after passage and publication of an approved summary thereof consisting of the title.
PASSED by the City Council of the City of Port Angeles at a regular meeting of said Council
held on the day of 52023.
APPROVED AS TO FORM:
William E. Bloor, City Attorney
ATTEST:
Kari Martinez -Bailey, City Clerk
p
Kate Dexter, Mayor
March 21, 2023 G - 12
r, PORTANGELES
`��
WASH I N G T O N, U.S.
Date: March 21, 2023
CITY COUNCIL
MEMO
To: City Council
From: William Bloor, City Attorney,
Subject: Port Angeles Municipal Code Re -Envisioning Title 9
Summary: In 2020, the City contracted with Madrona Law Group (Madrona) to review and revise the
City's municipal code. Madrona has completed work on Title 9. The ordinance presented tonight includes
their recommendations as reviewed by City staff. This ordinance will replace the current Title 9 in its
entirety.
Funding: Starting in 2020 City Council has approved funding for the municipal code audit work each
year in the Budget totaling $225,000. Remaining funding will be carried into the 2023 Budget in the first
budget amendment in the amount of $84,400 to allow for the completion of this project.
Recommendation: Conduct the first reading of the ordinance, and continue this item to the April 4,
2023 meeting for second reading.
Background / Analysis:
Following the Council's decision to contract with Madrona in 2020 to review and revise the City's
municipal code, Madrona and staff have worked to produce revisions and updates to the municipal code
that will make the code more user friendly.
On June 7, 2022, Council, per Council's request, received an update on the progress being made by
Madrona. At that time, Madrona was working on analyses and updates to the following:
Updated Fee Schedule;
Title I General Provisions;
Short Term Rentals;
Title 9, Public Peace Morals and Safety;
Title 5, Business Licenses and Regulations.
Shortly after that, Madrona did deliver to City staff initial drafts for all of those subjects, and thereafter
we have engaged with Madrona frequently to exchange detailed suggestions, comments, and analyses of
these topics. From that, Madrona and City staff are now presenting to you our proposed revisions to
Titles 1 and 9. The revisions to Title 1 include the foundation for changes to the City's fee schedules, and
that ordinance will be coming to you in the near future.
Title 9 of the Port Angeles Municipal Code (PAMC),Public Peace and Safety, is where most of the City's
criminal codes are contained. The proposed changes to Title 9 PAMC will simplify this portion of the
code by eliminating numerous sections that are duplicative of state statutes, instead adopting state crimes
March 21, 2023 G - 13
by reference. The updated Title 9 PANIC will also eliminate sections that are no longer good law due to
changes in state law or case law.
These changes to Title 9 have been drafted in accordance with the principles and goals established by the
Council for this project. Those include:
• Eliminate all provisions of the PAMC that don't readily appear to equitably benefit the
health, safety, or welfare of all people of Port Angeles
• Suggest provisions for the PANIC that increase public health, equity, community safety for
the most vulnerable community members, and general welfare toward a resilient, vibrant,
walkable, and livable city
• Assure compliance with current law
• Improve internal consistency and uniformity including definitions, interpretation, and syntax
• Improve organization of the code
• Eliminate outdated provisions
• Customer friendly
• Reduce tentacles
• Enhance useability
• Address conflicts with current law
The new Title 9 includes the following Chapters:
• Chapter 9.01— General Provisions has new language.
• Chapter 9.02 — Adoption by Reference of State Misdemeanor and Gross Misdemeanor Offenses is
a new chapter.
• Chapter 9.03 — Electronic Home Detention was previous codified at 9.02. The new chapter
expands the previous chapter and includes new language.
• Chapter 9.04 — Miscellaneous Crimes was previously codified at 9.38. The new chapter is
shortened, and the Littering section is replaced by an adoption by reference of State statute.
• Chapter 9.05 — Fireworks was previously codified at 9.20. The new chapter includes new and
improved language and an adoption by reference of important State statutes.
• Chapter 9.06 — Public Disturbance was previously codified at 9.24. The new chapter includes an
adoption by reference of State statute and new language on public urination.
• Chapter 9.07 — Drug Free Zones was previously codified at 9.34, where it was entitled
Controlled Substances. The new chapter is shorter and only retains the section on drug free zones.
• Chapter 9.08 — Weapons was previously codified at 9.42. The new chapter adopts State statute by
reference and contains new language on stun guns.
• Chapter 9.09 — Emergency Alarms was previously codified at 9.50 and contains new language.
These chapters are repealed in their entirety to be addressed elsewhere in the code or because their
inclusion in the PANIC was legally unnecessary:
• 9.04
— Principles of Liability
• 9.08
— Defenses
• 9.12
— Anticipatory Offenses
• 9.16
— Crimes Against Persons and Property
March 21, 2023 G - 14
• 9.26 — Noise Control
• 9.30 — Obstructing Governmental Operation
Funding Overview: Starting in 2020 City Council has approved funding for the municipal code audit
work each year in the Budget totaling $225,000. Remaining funding will be carried into the 2023 Budget
in the first budget amendment in the amount of $84,400 to allow for the completion of this project.
March 21, 2023 G - 15
ORDINANCE NO.
AN ORDINANCE of the City of Port Angeles, Washington repealing and
replacing Title 9 of the Port Angeles Municipal Code.
Whereas, Title 9 of the Port Angeles Municipal Code (PAMC) is where most of the City's
criminal codes are contained; and
Whereas, many of the crimes and other provisions currently contained in Title 9 PAMC are
duplicative of those contained in state law and could be adopted by reference to reduce the length
and complexity of the code; and
Whereas, Title 9 PAMC currently contains several provisions that are no longer enforceable under
current case law; and
Whereas, in 2020, the City of Port Angeles initiated a municipal code re -envisioning process,
engaging staff and legal consultant to review and recommend improvements to the City's current
code; and
Whereas, during the code re -envisioning process, numerous changes that would simplify,
modernize, and otherwise improve Title 9 PAMC were identified; and
1
March 21, 2023 G - 16
Whereas, the City Council desires to enact the changes to Title 9 PAMC identified during the
code re -envisioning process; now therefore:
THE CITY COUNCI L OF THE CITY OF PORT ANGELES DO HEREBY ORDAIN AS
FOLLOWS:
Section 1. Title 9 of the Port Angeles Municipal Code (PAMC), Public Peace, Morals, and
Safety, is hereby repealed in its entirety and replaced with Title 9 PAMC, Public Peace and
Safety, as set forth in the Exhibit A, which is incorporated herein by this reference.
Section 2. - Corrections. The City Clerk and the codifiers of this ordinance are
authorized to make necessary corrections to this ordinance including, but not limited to,
the correction of the scrivener's/clerical errors, references to other local, state, or federal laws, codes,
rules or regulations, or ordinance numbering, section/subsection numbers and any references thereto.
Section 3. - Severability. If any provisions of this Ordinance, or its application to any person or
circumstances, are held invalid, the remainder of the Ordinance, or application of the provisions of the
Ordinance to other persons or circumstances, is not affected.
Section 4. - Effective Date. This Ordinance, being an exercise of a power specifically delegated to
the City legislative body, is not subject to referendum. This ordinance shall take effect five (5)
days after passage and publication of an approved summary thereof consisting of the title.
PASSED by the City Council of the City of Port Angeles at a regular meeting of said Council
held on the day of 92023.
2
March 21, 2023 G - 17
Kate Dexter, Mayor
APPROVED AS TO FORM:
William E. Bloor, City Attorney
ATTEST:
Kari Martinez -Bailey, City Clerk
March 21, 2023 G - 18
Exhibit A
Title 9 - PUBLIC PEACE AND SAFETY
Chapters:
9.01 General provisions
9.02 Adoption by reference of state misdemeanor and gross misdemeanor offenses
9.03 Electronic home detention
9.04 Miscellaneous crimes
9.05 Fireworks
9.06 Public disturbance
9.07 Drug Free Zones
9.08 Weapons
9.09 Emergency alarms
CHAPTER 9.01 - GENERAL PROVISIONS
9.01.010 - Title —Citation.
This title may be cited as the "Port Angeles Criminal Code."
9.01.020 - Application.
The provisions of this title do not apply to or govern the construction of and punishment for
any offense committed prior to the effective date of this title, or to the construction and
application of any defense to a prosecution for such offense. Such offense must be construed
and punished according to the provisions of law existing at the time of the commission thereof
in the same manner as if this title had not been enacted. This title applies to any offense
committed on or after its effective date unless otherwise expressly provided or unless the
context otherwise requires and also applies to any defense to prosecution for such offense.
9.01.040 - City criminal jurisdiction.
The following persons are subject to punishment:
A. A person who commits in the City any crime as defined by ordinance, in whole or in part;
B. A person who commits out of the City any act which, if committed within it, would be
theft and who is afterward found in the City with any of the stolen property;
March 21, 2023 G - 19
Exhibit A
C. A person who, being out of the City, counsels, causes, procures, aids, or abets another to
commit a crime in the City;
D. A person who commits an act without the City which affects persons or property within
the City, which, if committed within the City, would be a crime.
9.04.050 - Classes of crimes and penalties.
Unless otherwise provided in this title, violation of any provision of this title, or any other
misdemeanor or gross misdemeanor established within the PAMC, are punishable by:
Gross misdemeanor. Every person convicted of a gross misdemeanor will be punished by
imprisonment in jail for a maximum term fixed by the court of not more than 364 days, or by
a fine in an amount fixed by the court of not more than $5,000, or by both such imprisonment
and fine.
Misdemeanor. Every person convicted of a misdemeanor will be punished by imprisonment in
jail for a maximum term fixed by the court of not more than 90 days, or by a fine in an amount
fixed by the court of not more than $1,000, or by both such imprisonment and fine.
9.01.080 — Jurisdiction; prosecution, adjudication, and incarceration of misdemeanor
and gross misdemeanor offenses and civil infractions.
The Clallam County District Court has jurisdiction over all misdemeanor and gross
misdemeanor criminal law violations, as well as any infractions that are based on provisions
of this Title 9, committed within City limits, except for those matters referred to juvenile court.
Pursuant to RCW 39.34.180, such offenses are referred to and will be adjudicated as provided
by agreement with the Clallam County District Court I, which has the authority for sentencing
and incarcerating violators as authorized by law; provided, where such incarceration is by
imposition of a jail sentence, the confinement may be in the Clallam County Correction Facility
pursuant to agreement with Clallam County or in other alternative confinement arrangements
as the courts or applicable law enforcement entities may deem appropriate.
CHAPTER 9.02 — ADOPTION BY REFERENCE OF STATE MISDEMEANOR AND
GROSS MISDEMEANOR OFFENSES
9.02.010 —Adoption by referencegeneral.
March 21, 2023 G - 20
Exhibit A
By adopting Washington State statutes by reference in this title, the City intends to assume
jurisdiction over and become the jurisdictional authority for the enforcement and prosecution
of misdemeanor and gross misdemeanor crimes committed within the City. Whenever the
word "state" appears in any statute adopted by reference in this title, the word "City" is
substituted therefor; provided, however, the term "City" is not substituted for the term "state"
in those circumstances that set forth administrative or licensing duties of the state and its
subdivisions.
Whenever a state statute specifically adopted in this title refers to another state statute not
specifically adopted in this title, the statute referred to is given the force and effect necessary
to enforce the statute specifically adopted in this title.
Any state statute that is adopted by reference in this title is given the same force and effect as
if fully set forth in this title.
When issuing a citation, information, or complaint for the violation of any section of the RCW
adopted by this title, it is sufficient for a commissioned officer or prosecutor to cite to and refer
to the RCW section number.
9.02.020 - Adoption of RCW sections not specifically set forth.
A. In addition to the RCW sections that are specifically adopted by reference in this title,
all RCW sections that constitute misdemeanors and gross misdemeanors and the RCW sections
necessary for the investigation, arrest, prosecution, sentencing, confinement, and enforcement
of misdemeanors and gross misdemeanors are hereby adopted by reference.
B. All class C felony crimes set forth in the RCW are hereby adopted by reference for the
purposes of charging a gross misdemeanor for a violation of any of the crimes set forth in
Chapter 9A.28 RCW. The adoption of class C felonies are subject to the provisions of
subsection A of this section and of Title 9 PAMC.
9.02.030 — Adoption of specific RCW sections.
The following sections of the RCW as they now exist or may hereafter be amended,
renumbered or recodified, whether in the same or different section, chapter or title of the RCW,
are hereby adopted by reference as a part of the PAMC and established in all respects as though
such sections were set forth herein in full; and further provided, the inclusion of section
March 21, 2023 G - 21
Exhibit A
captions is for convenience in identifying the subject of code sections only, and any error
therein does not affect the validity of the adoption by reference of the section so adopted:
RCW 2.48.180 Definitions — Unlawful practice a crime — Cause for discipline — Unprofessional
conduct — Defense — Injunction — Remedies — Costs — Attorneys' fees — Time limit for action.
RCW 7.21.010 Definitions.
RCW 7.21.020 Sanctions — Who may impose.
RCW 7.21.030 Remedial sanctions — Payment for losses.
RCW 7.21.040 Punitive sanctions — Fines.
RCW 7.21.050 Sanctions — Summary imposition — Procedure.
RCW 7.21.070 Appellate review.
RCW 7.105.010 Definitions
RCW 7.105.450 Enforcement and penalties —Other than antiharassment protection orders and
extreme risk protection orders.
RCW 7.105.455 Enforcement and penalties—Antiharassment protection orders.
RCW 7.105.460 Enforcement and penalties —Extreme risk protection orders —False petitions.
RCW 7.105.465 Enforcement and penalties —Knowledge of order.
RCW 7.105.470 Enforcement —Prosecutor assistance.
RCW 7.105.550 Orders under this and other chapters —Enforcement and consolidation —
Validity and enforcement of orders under prior chapters.
RCW 7.105.560 Title to real estateEffect of chapter.
RCW 7.105.565 Proceedings additional —Filing of criminal charges not required.
RCW 7.105.570 Other authority retained.
RCW 7.105.575 Liability.
RCW 9.01.055 Citizen immunity if aiding officer, scope — When.
RCW 9.01.110 Omission, when not punishable.
RCW 9.01.130 Sending letter, when complete.
RCW 9.02.050 Concealing birth.
RCW 9.03.010 Abandoning, discarding refrigeration equipment.
RCW 9.03.020 Permitting unused equipment to remain on premises.
RCW 9.03.040 Keeping or storing equipment for sale.
RCW 9.04.010 False advertising.
March 21, 2023 G - 22
Exhibit A
RCW 9.04.090 Advertising fuel prices by service stations.
RCW 9.08.030 False certificate of registration of animals — False representation as to breed.
RCW 9.08.065 Definitions.
RCW 9.08.070 Pet animals — Taking, concealing, injuring, killing, etc. — Penalty.
RCW 9.08.072 Transferring stolen pet animal to a research institution — Penalty.
RCW 9.08.076 Illegal sale, receipt, or transfer of pet animals — Separate offenses.
RCW 9.12.010 Barratry.
RCW 9.12.020 Buying, demanding, or promising reward by district judge or deputy.
RCW 9.16.005 Definitions.
RCW 9.16.010 Removing lawful brands.
RCW 9.16.020 Imitating lawful brand.
RCW 9.16.030 Counterfeit mark — Intellectual property.
RCW 9.16.035 Counterfeiting — Penalties.
RCW 9.16.041 Counterfeit items — Seizure and forfeiture.
RCW 9.16.050 When deemed affixed.
RCW 9.16.060 Fraudulent registration of trademark.
RCW 9.16.070 Form and similitude defined.
RCW 9.16.080 Petroleum products improperly labeled or graded.
RCW 9.16.100 Use of the words "sterling silver," etc.
RCW 9.16.110 Use of words "coin silver," etc.
RCW 9.16.120 Use of the word "sterling" on mounting.
RCW 9.16.130 Use of the words "coin silver" on mounting.
RCW 9.16.140 Unlawfully marking article made of gold.
RCW 9.16.150 "Marked, stamped or branded" defined.
RCW 9.18.080 Offender a competent witness.
RCW 9.18.120 Suppression of competitive bidding.
RCW 9.18.130 Collusion to prevent competitive bidding.
RCW 9.18.150 Agreements outside state.
RCW 9.24.010 Fraud in stock subscription.
RCW 9.26A.090 Telephone company credit cards — Prohibited acts.
RCW 9.26A.100 Definitions.
RCW 9.26A.110 Fraud in obtaining telecommunications service — Penalty.
March 21, 2023 G - 23
Exhibit A
RCW 9.26A.120 Fraud in operating coin -box telephone or other receptacle.
RCW 9.26A.130 Penalty for manufacture or sale of slugs to be used for coin.
RCW 9.26A.140 Unauthorized sale or procurement of telephone records — Penalties —
Definitions.
RCW 9.27.015 Interference, obstruction of any court, building, or residence — Violations.
RCW 9.35.005 Definitions.
RCW 9.35.030 Soliciting undesired mail.
RCW 9.38.010 False representation concerning credit.
RCW 9.38.015 False statement by deposit account applicant.
RCW 9.38.020 False representation concerning title.
RCW 9.40.040 Operating engine or boiler without spark arrester.
RCW 9.40.100 Tampering with fire alarm or firefighting equipment — False alarm — Penalties.
RCW 9.41.010 Terms defined.
RCW 9.41.050 Carrying firearms.
RCW 9.41.060 Exceptions to restrictions on carrying firearms.
RCW 9.41.090 Dealer deliveries regulated — Hold on delivery — Fees authorized.
RCW 9.41.140 Alteration of identifying marks — Exceptions.
RCW 9.41.220 Unlawful firearms and parts contraband.
RCW 9.41.230 Aiming or discharging firearms, dangerous weapons.
RCW 9.41.240 Possession of pistol by person from eighteen to twenty-one.
RCW 9.41.250 Dangerous weapons — Penalty.
RCW 9.41.251 Dangerous weapons — Application of restrictions to law enforcement,
firefighting, rescue, and military personnel.
RCW 9.41.260 Dangerous exhibitions.
RCW 9.41.270 Weapons apparently capable of producing bodily harm — Unlawful carrying or
handling — Penalty — Exceptions.
RCW 9.41.280 Possessing dangerous weapons on school facilities — Penalty — Exceptions.
RCW 9.41.282 Possessing dangerous weapons on child care premises — Penalty — Exceptions.
RCW 9.41.284 Possessing dangerous weapons at voting facilitiesPenalty—Exceptions.
RCW 9.41.300 Weapons prohibited in certain places — Local laws and ordinances — Exceptions
— Penalty.
RCW 9.41.325 Undetectable or untraceable firearms Penalties.
March 21, 2023 G - 24
Exhibit A
RCW 9.41.360 Unsafe storage of a firearm.
RCW 9.41.810 Penalty.
RCW 9.44.080 Misconduct in signing a petition.
RCW 9.45.060 Encumbered, leased, or rented personal property — Construction.
RCW 9.45.070 Mock auctions.
RCW 9.45.080 Fraudulent removal of property.
RCW 9.45.090 Knowingly receiving fraudulent conveyance.
RCW 9.45.100 Fraud in assignment for benefit of creditors.
RCW 9.45.270 Fraudulent filing of vehicle report of sale.
RCW 9.46.170 False or misleading entries or statements, refusal to produce records.
RCW 9.46.185 Causing person to violate rule or regulation.
RCW 9.46.195 Obstruction of public servant -- Penalty.
RCW 9.46.196 Cheating — Defined.
RCW 9.46.1962 Cheating in the second degree.
RCW 9.46.198 Working in gambling activity without license as violation — Penalty.
RCW 9.46.217 Gambling records Penalty — Exceptions.
RCW 9.46.222 Professional gambling in the third degree.
RCW 9.47A.010 Definition.
RCW 9.47A.020 Unlawful inhalation — Exception.
RCW 9.47A.030 Possession of certain substances prohibited, when.
RCW 9.47A.040 Sale of certain substances prohibited, when.
RCW 9.47A.050 Penalty.
RCW 9.51.010 Misconduct of officer drawing jury.
RCW 9.51.020 Soliciting jury duty.
RCW 9.51.030 Misconduct of officer in charge of jury.
RCW 9.61.230 Telephone harassment.
RCW 9.61.240 Telephone harassment — Permitting telephone to be used.
RCW 9.61.250 Telephone harassment — Offense, where deemed committed.
RCW 9.61.260 Cyberstalking
RCW 9.62.010 Malicious prosecution.
RCW 9.62.020 Instituting suit in name of another.
RCW 9.68.015 Obscene literature, shows, etc. — Exemptions.
March 21, 2023 G - 25
Exhibit A
RCW 9.68.030 Indecent articles, etc.
RCW 9.68.050 "Erotic material" — Definitions.
RCW 9.68.060 "Erotic material" — Determination by court Labeling Penalties.
RCW 9.68.070 Prosecution for violation of RCW 9.68.060 — Defense.
RCW 9.68.080 Unlawful acts.
RCW 9.68.100 Exceptions to RCW 9.68.050 through 9.68.120.
RCW 9.68.110 Motion picture operator or projectionist exempt, when.
RCW 9.68.130 "Sexually explicit material" — Defined — Unlawful display.
RCW 9.68A.005 Chapter not applicable to lawful conduct between spouses.
RCW 9.68A.011 Definitions.
RCW 9.68A.080 Reporting of depictions of minor engaged in sexually explicit conduct — Civil
immunity.
RCW 9.68A.090 Communication with minor for immoral purposes — Penalties.
RCW 9.68A.103 Permitting commercial sexual abuse of a minor — Penalty — Consent of minor
does not constitute defense.
RCW 9.68A.110 Certain defenses barred, permitted.
RCW 9.68A.120 Seizure and forfeiture of property.
RCW 9.68A.150 Allowing minor on premises of live erotic performance — Definitions —
Penalty.
RCW 9.68A.912 Construction — Chapter applicable to state registered domestic partnerships —
2009 c 521.
RCW 9.69.100 Duty of witness of offense against child or any violent offense — Penalty.
RCW 9.73.010 Divulging telegram.
RCW 9.73.020 Opening sealed letter.
RCW 9.73.030 Intercepting, recording or divulging private communication — Consent required
— Exceptions.
RCW 9.73.070 Persons and activities excepted from chapter.
RCW 9.73.080 Penalties.
RCW 9.73.090 Certain emergency response personnel exempted from RCW 9.73.030 through
9.73.080 — Standards — Court authorizations — Admissibility.
RCW 9.73.110 Intercepting, recording, or disclosing private communications — Not unlawful
for building owner — Conditions.
March 21, 2023 G - 26
Exhibit A
RCW 9.91.010 Denial of civil rights — Terms defined.
RCW 9.91.020 Operating railroad, steamboat, vehicle, etc., while intoxicated.
RCW 9.91.025 Unlawful transit conduct.
RCW 9.91.060 Leaving children unattended in a parked automobile.
RCW 9.91.130 Disposal of trash in charity donation receptacle
RCW 9.91.140 Food stamps — Unlawful sale.
RCW 9.91.142 Food stamps — Trafficking.
RCW 9.91.150 Tree spiking.
RCW 9.91.160 Personal protection spray devices.
RCW 9.91.170 Interfering with dog guide or service animal.
RCW 9.91.175 Interfering with search and rescue dog.
RCW 9A.04.020 Purposes — Principles of construction.
RCW 9A.04.050 People capable of committing crimes — Capability of children.
RCW 9A.04.060 Common law to supplement statute.
RCW 9A.04.070 Who amenable to criminal statutes.
RCW 9A.04.080 Limitation of actions.
RCW 9A.04.090 Application of general provisions of the code.
RCW 9A.04.100 Proof beyond a reasonable doubt.
RCW 9A.04.110 Definitions.
Chapter 9A.08 RCW Principles of Liability
RCW 9A.12.010 Insanity.
RCW 9A.16.010 Definitions.
RCW 9A.16.020 Use of force — When lawful.
RCW 9A.16.025 Use of force — When unjustified — Victim identity
RCW 9A.16.060 Duress.
RCW 9A.16.070 Entrapment.
RCW 9A.16.080 Action for being detained on mercantile establishment premises for
investigation — "Reasonable grounds" as defense.
RCW 9A.16.090 Intoxication.
RCW 9A.16.100 Use of force on children — Policy — Actions presumed unreasonable.
RCW 9A.28.020 Criminal attempt.
RCW 9A.28.030 Criminal solicitation.
March 21, 2023 G - 27
Exhibit A
RCW 9A.28.040 Criminal conspiracy.
RCW 9A.36.041 Assault in the fourth degree.
RCW 9A.36.050 Reckless endangerment.
RCW 9A.36.070 Coercion.
RCW 9A.36.150 Interfering with the reporting of domestic violence.
RCW 9A.36.160 Failing to summon assistance
RCW 9A.36.161 Failing to summon assistance - penalty
RCW 9A.40.010 Definitions.
RCW 9A.40.070 Custodial interference in the second degree.
RCW 9A.40.080 Custodial interference — Assessment of costs — Defense — Consent defense,
restricted.
RCW 9A.42.010 Definitions.
RCW 9A.42.035 Criminal mistreatment in the third degree.
RCW 9A.42.037 Criminal mistreatment in the fourth degree.
RCW 9A.42.040 Withdrawal of life support systems.
RCW 9A.42.045 Palliative care.
RCW 9A.42.050 Defense of financial inability.
RCW 9A.42.080 Abandonment of a dependent person in the third degree - Exception.
RCW 9A.42.090 Abandonment of a dependent person — Defense.
RCW 9A.42.110 Leaving a child in the care of a sex offender.
RCW 9A.44.010 Definitions.
RCW 9A.44.020 Testimony — Evidence — Written motion — Admissibility.
RCW 9A.44.030 Defenses to prosecution under this chapter.
RCW 9A.44.096 Sexual misconduct with a minor in the second degree.
RCW 9A.44.115 Voyeurism.
RCW 9A.44.120 Admissibility of child's statement — Conditions.
RCW 9A.44.128 Definitions applicable to RCW 9A.44.130 through 9A.44.145, 10.01.200,
43.43.540, 70.48.470, and 72.09.330.
RCW 9A.44.130 Registration of sex offenders and kidnapping offenders — Procedures —
Definition — Penalties.
RCW 9A.44.132 Failure to register as sex offender or kidnapping offender.
RCW 9A.44.170 Custodial sexual misconduct in the second degree.
March 21, 2023 G - 28
Exhibit A
RCW 9A.44.180 Custodial sexual misconduct — Defense.
RCW 9A.44.210 Court initiated issuance of sexual assault no -contact orders — Terms,
conditions, requirements, etc.
RCW 9A.46.020 Definition — Penalties.
RCW 9A.46.030 Place where committed.
RCW 9A.46.040 Court -ordered requirements upon person charged with crime — Violation.
RCW 9A.46.050 Arraignment — No -contact order.
RCW 9A.46.055 Court -initiated stalking no -contact orders.
RCW 9A.46.060 Crimes included in harassment.
RCW 9A.46.080 Order restricting contact — Violation.
RCW 9A.46.100 "Convicted," time when.
RCW 9A.46.110 Stalking.
RCW 9A.48.010 Definitions.
RCW 9A.48.050 Reckless burning in the second degree.
RCW 9A.48.060 Reckless burning — Defense.
RCW 9A.48.090 Malicious mischief in the third degree.
RCW 9A.48.100 Malicious mischief — "Physical damage" defined.
RCW 9A.48.105 Criminal street gang tagging and graffiti
RCW 9A.48.110 Defacing a state monument.
RCW 9A.49.010 Definitions.
RCW 9A.49.030 Unlawful discharge of a laser in the second degree.
RCW 9A.49.040 Civil infraction, when.
RCW 9A.49.050 Exclusions.
RCW 9A.50.010 Definitions.
RCW 9A.50.020 Interference with health care facility.
RCW 9A.50.030 Penalty.
RCW 9A.52.010 Definitions.
RCW 9A.52.050 Other crime in committing burglary punishable.
RCW 9A.52.060 Making or having burglar tools.
RCW 9A.52.070 Criminal trespass in the first degree.
RCW 9A.52.080 Criminal trespass in the second degree.
RCW 9A.52.090 Criminal trespass — Defenses.
March 21, 2023 G - 29
Exhibit A
RCW 9A.52.100 Vehicle prowling in the second degree.
RCW 9A.56.010 Definitions.
RCW 9A.56.020 Theft — Definition, defense.
RCW 9A.56.050 Theft in the third degree.
RCW 9A.56.060 Unlawful issuance of checks or drafts.
RCW 9A.56.063 Making or possessing motor vehicle theft tools
RCW 9A.56.096 Theft of rental, leased, lease -purchased, or loaned property.
RCW 9A.56.140 Possessing stolen property — Definition — Presumption.
RCW 9A.56.170 Possessing stolen property in the third degree.
RCW 9A.56.180 Obscuring the identity of a machine.
RCW 9A.56.220 Theft of subscription television services.
RCW 9A.56.240 Forfeiture and disposal of device used to commit violation.
RCW 9A.56.260 Connection of channel converter.
RCW 9A.56.270 Shopping cart theft.
RCW 9A.56.280 Credit, debit cards, checks, etc. - Definitions
RCW 9A.56.330 Possession of another's identification.
RCW 9A.60.010 Definitions.
RCW 9A.60.045 Criminal impersonation in the second degree.
RCW 9A.60.050 False certification.
RCW 9A.60.070 False academic credentials — Unlawful issuance or use — Definitions -
Penalties
RCW 9A.60.080 Impersonating a census taker.
RCW 9A.61.010 Definitions.
RCW 9A.61.020 Defrauding a public utility.
RCW 9A.61.050 Defrauding a public utility in the third degree.
RCW 9A.61.060 Restitution and costs.
RCW 9A.72.010 Definitions.
RCW 9A.72.040 False swearing.
RCW 9A.72.050 Perjury and false swearing — Inconsistent statements — Degree of crime.
RCW 9A.72.060 Perjury and false swearing — Retraction.
RCW 9A.72.070 Perjury and false swearing — Irregularities no defense.
RCW 9A.72.080 Statement of what one does not know to be true.
March 21, 2023 G - 30
Exhibit A
RCW 9A.72.140 Jury tampering.
RCW 9A.72.150 Tampering with physical evidence.
RCW 9A.76.010 Definitions.
RCW 9A.76.020 Obstructing a law enforcement officer.
RCW 9A.76.030 Refusing to summon aid for a peace officer.
RCW 9A.76.040 Resisting arrest.
RCW 9A.76.050 Rendering criminal assistance — Definition of term.
RCW 9A.76.060 Relative defined.
RCW 9A.76.070 Rendering criminal assistance in the first degree.
RCW 9A.76.080 Rendering criminal assistance in the second degree.
RCW 9A.76.090 Rendering criminal assistance in the third degree.
RCW 9A.76.100 Compounding.
RCW 9A.76.130 Escape in the third degree.
RCW 9A.76.160 Introducing contraband in the third degree.
RCW 9A.76.170 Bail jumping.
RCW 9A.76.175 Making a false or misleading statement to a public servant.
RCW 9A.76.190 Failure to appear or surrender — Affirmative defense — Penalty.
RCW 9A.80.010 Official misconduct.
RCW 9A.84.010 Criminal mischief.
RCW 9A.84.020 Failure to disperse.
RCW 9A.84.030 Disorderly conduct.
RCW 9A.84.040 False reporting.
RCW 9A.86.010 Disclosing intimate images.
RCW 9A.86.020 Intimate images — Forfeiture by minors.
RCW 9A.88.010 Indecent exposure.
RCW 9A.88.030 Prostitution.
RCW 9A.88.040 Prosecution for prostitution under RCW 9A.88.030 — Affirmative defense.
RCW 9A.88.050 Prostitution — Sex of parties immaterial — No defense.
RCW 9A.88.090 Permitting prostitution.
RCW 9A.88.110 Patronizing a prostitute.
RCW 9A.88.120 Additional fee assessments.
RCW 9A.88.130 Additional requirements.
March 21, 2023 G - 31
Exhibit A
RCW 9A.88.140 Vehicle impoundment — Fees - Fines.
RCW 9A.90.030 Definitions.
RCW 9A.90.050 Computer trespass in the second degree.
RCW 9A.90.070 Spoofing.
RCW 9A.90.090 Electronic data tampering in the second degree.
RCW 9A.90.110 Commission of other crime.
RCW 10.31.115 Drug possession —Referral to assessment and services.
RCW 13.32A.080 Unlawful harboring of a minor — Penalty — Defense — Prosecution of adult
for involving child in commission of offense.
RCW 16.52.011 Definitions — Principles of liability
RCW 16.52.080 Transporting or confining in unsafe manner — Penalty.
RCW 16.52.090 Docking horses — Misdemeanor.
RCW 16.52.095 Certain veterinary procedures — Misdemeanor.
RCW 16.52.190 Poisoning animals — Penalty.
RCW 16.52.193 Poisoning animals — Strychnine sales — Records — Report on suspected
purchases.
RCW 16.52.200 Sentences — Forfeiture of animals — Liability for costs — Civil penalty —
Education, counseling.
RCW 16.52.207 Animal cruelty in the second degree - Penalty.
RCW 16.52.300 Dogs or cats used as bait — Seizure — Limitation.
RCW 16.52.305 Unlawful use of hook — Gross misdemeanor.
RCW 16.52.310 Dog breeding — Limit on the number of dogs — Required conditions — Penalty
— Limitation of section — Definitions.
RCW 19.48.010 Definitions.
RCW 19.48.110 Obtaining hotel, restaurant, lodging house, ski area, etc. accommodations by
fraud — Penalty.
RCW 26.28.080 Selling or giving tobacco to minor — Belief of representative capacity, no
defense — Penalty.
RCW 26.28.085 Applying tattoo to a minor — Penalty.
RCW 26.44.020 Definitions.
RCW 26.44.030 Reports — Duty and authority to make — Duty of receiving agency — Duty to
notify — Case planning and consultation — Penalty for unauthorized exchange of information —
March 21, 2023 G - 32
Exhibit A
Filing dependency petitions — Investigations — Interviews of children — Records — Risk
assessment process.
RCW 26.44.040 Reports — Oral, written Contents.
RCW 26.44.060 Immunity from civil or criminal liability — Confidential communications not
violated — Actions against state not affected — False report, penalty.
RCW 26.44.063 Temporary restraining order or preliminary injunction — Enforcement —
Notice of modification or termination of restraining order.
RCW 26.44.067 Temporary restraining order or preliminary injunction — Contents — Notice —
Noncompliance — Defense — Penalty.
RCW 26.44.080 Violation — Penalty.
RCW 26.44.150 Temporary restraining order restricting visitation for persons accused of
sexually or physically abusing a child — Penalty for violating court order.
RCW 28A.635.010 Abusing or insulting teachers, liability for — Penalty.
RCW 28A.635.020 Willfully disobeying school administrative personnel or refusing to leave
public property, violations, when — Penalty.
RCW 28A.635.030 Disturbing school, school activities or meetings — Penalty.
RCW 28A.635.040 Examination questions — Disclosing — Penalty.
RCW 28A.635.050 Certain corrupt practices of school officials — Penalty.
RCW 28A.635.070 Property, failure of officials or employees to account for — Mutilation by -
Penalties
RCW 28A.635.090 Interference by force or violence — Penalty.
RCW 28A.635.100 Intimidating any administrator, teacher, classified employee, or student by
threat of force or violence unlawful.
RCW 28A.635.110 Violations under RCW 28A.635.090 and 28A.635.100 — Disciplinary
authority exception.
RCW 46.80.010 Definitions.
RCW 46.80.080 Records — Penalty.
RCW 46.80.110 License penalties, civil fines, criminal penalties.
RCW 46.80.130 All storage at place of business — Screening required — Penalty.
RCW 46.80.170 Violations — Penalties.
RCW 69.41.010 Definitions.
March 21, 2023 G - 33
Exhibit A
RCW 69.41.030 Sale, delivery, or possession of legend drug without prescription or order
prohibited — Exceptions - Penalty.
RCW 69.41.050 Labeling requirements - Penalty.
RCW 69.41.300 Definitions.
RCW 69.41.320 Practitioners — Restricted use — Medical records.
RCW 69.41.350 Penalties.
RCW 69.43.010 Report to pharmacy quality assurance commission— List of substances —
Modification of list — Identification of purchasers — Report of transactions — Penalties.
RCW 69.43.020 Receipt of substance from source outside state — Report — Penalty.
RCW 69.43.035 Suspicious transactions — Report — Penalty.
RCW 69.43.043 Recordkeeping requirements — Penalty.
RCW 69.43.090 Permit to sell, transfer, furnish, or receive substance — Exemptions —
Application for permit — Fee — Renewal — Penalty.
RCW 69.43.105 Ephedrine, pseudoephedrine, phenylpropanolamine — Sales restrictions —
Record of transaction — Exceptions — Penalty.
RCW 69.43.110 Ephedrine, pseudoephedrine, phenylpropanolamine — Sales restrictions —
Electronic sales tracking systems — Penalty.
RCW 69.43.120 Ephedrine, pseudoephedrine, phenylpropanolamine — Possession of more
than 15 grams — Penalty — Exceptions.
RCW 69.43.130 Exemptions — Pediatric products — Products exempted by the pharmacy
quality assurance commission.
RCW 69.43.135 Iodine, methylsulfonylmethane — Sale restrictions — Recording of transactions
— Penalties.
RCW 69.50.101 Definitions.
RCW 69.50.102 Drug paraphernalia — Definitions.
RCW 69.50.4011 Counterfeit substances —Penalties.
RCW 69.50.4013 Possession of controlled substance — Penalty — Possession of useable
marijuana, marijuana concentrates, or marijuana -infused products — Delivery.
RCW 69.50.4014 Possession of forty grams or less of marijuana — Penalty.
RCW 69.50.404 Penalties under other laws.
RCW 69.50.408 Second or subsequent offenses.
RCW 69.50.412 Prohibited acts: E — Penalties.
March 21, 2023 G - 34
Exhibit A
RCW 69.50.4121 Drug paraphernalia — Selling or giving — Penalty.
RCW 69.50.445 Opening package of or consuming marijuana, useable marijuana, marijuana -
infused products, or marijuana concentrates in view of general public or public place — Penalty.
RCW 69.50.475 Marijuana retail outlets — Sale to persons under the age of twenty-one —
Penalty.
RCW 69.90.020 Sale of "kosher" and "kosher style" food products prohibited if not kosher
Representations — Penalty.
RCW 70.74.010 Definitions.
RCW 70.74.160 Unlawful access to explosives.
RCW 70.74.295 Abandonment of explosives.
RCW 70.74.300 Explosive containers to be marked — Penalty.
RCW 70.74.310 Gas bombs, explosives, stink bombs, etc.
RCW 70.155.010 Definitions.
RCW 70.155.080 Purchasing, possessing by persons under eighteen — Civil infraction —
Jurisdiction.
RCW 74.34.020 Definitions.
RCW 74.34.053 Failure to report — False reports — Penalties.
CHAPTER 9.03 - ELECTRONIC HOME DETENTION
9.03.010 - Electronic home detention established.
The City hereby establishes an electronic home detention program as an alternative method of
misdemeanant supervision and confinement service. Defendants who are in pretrial or
postconviction status for misdemeanor or gross misdemeanor violations of law, who are not
precluded by court order, and who meet the minimum standards established by the City, may
serve their incarceration, await trial, or be monitored for alcohol consumption in the City's
electronic home detention program if so ordered by the court.
9.03.020 - Contract authorization.
The City Manager is authorized to enter into contracts with service providers the City Manager
deems acceptable to provide electronic home detention services.
March 21, 2023 G - 35
Exhibit A
9.03.030 - Program administration.
The City Chief of Police or their designee will administer the City's electronic home detention
program and monitor the defendants accepted for participation in the program. The Chief of
Police must promulgate reasonable and adequate written policies including program rules,
procedures for application to participate in the program, criteria for acceptance into the
program, conditions for continued participation, and set the fees and costs the City will impose
for participation in the program. The Chief of Police or their designee may review and modify
the program rules and criteria and establish additional written policies from time to time as
they deem necessary to operate the program.
9.03.040 — Records.
The City Police Department and City Clerk must maintain the written procedures and make
them available for public inspection upon request in accordance with Chapter 2.74 PAMC.
CHAPTER 9.04 - MISCELLANEOUS CRIMES
9.04.010 - Littering.
By this reference, Chapter 70A.200 — The "Waste reduction, recycling, and model litter control
act" — is hereby adopted in its entirety, including any amendments or modifications to that
Chapter.
CHAPTER 9.05 - FIREWORKS
9.05.005 — Adoption by Reference.
By this reference, Chapter 70.77 RCW— The "State Fireworks Law" — is hereby adopted in its
entirety, including any amendments or modifications to that Chapter.
9.05.010 - Fireworks —Definitions.
C. "Small novelty firework devices" means trick and novelty devices as defined by WAC
212-17-025 as currently enacted or as may be amended or recodified.
D. "Sky lantern" means an airborne lantern typically made of paper with a wood frame
containing a candle or fuel cell composed of waxy flammable material or other open flame
March 21, 2023 G - 36
Exhibit A
which serves as a heat source to heat the air inside the lantern to cause it to lift into the air.
"Sky candles," "fire balloons," and "airborne paper lanterns" mean the same as sky lanterns.
For purposes of this ordinance, sky lanterns are fireworks.
E. "Public display of fireworks" means an entertainment feature where the public is or
could be admitted or allowed to view the display or discharge of display fireworks.
9.05.020 - Sales, possession and discharge of fireworks.
A. Small novelty firework devices, as defined by WAC 212-17-025, may be sold and used
at all times.
B. Public displays of fireworks in the City are permitted on the conditions that: 1) the person
or entity handling or supervising the public display obtain a permit issued in accordance with
section 9.05.030 below; and 2) the public display and the handling and supervision of the
public display are done in accordance with all the applicable terms and provisions of Chapter
70.77 RCW.
C. Except as provided in paragraphs A and B above, it is unlawful to knowingly possess,
use, or discharge fireworks within the City. Any person who violates the prohibition contained
in this paragraph is guilty of a misdemeanor.
D. Except as provided in paragraph A above, it is unlawful to knowingly sell consumer
fireworks within the City. Any person who violates the prohibition contained in this paragraph
is guilty of a misdemeanor.
9.05.030 - Fireworks permits.
Any person, firm or corporation intending to manufacture, import, possess, or sell display
fireworks at wholesale or retail, or discharge display fireworks within the City, must first
secure from the City Clerk a permit for such activities. The City Clerk is directed to issue such
permits only if the application is approved by the City Fire Marshal, and the applicant is in
compliance with the terms of the PAMC, Chapter 70.77 RCW, and payment of the City
adopted permit fee(s). The City Manager is authorized to establish an administrative process
that directs the application for, review of, and issuance or rejection of the permits described
above.
CHAPTER 9.06 - PUBLIC DISTURBANCE
March 21, 2023 G - 37
Exhibit A
9.06.010 — Public Disturbance
By this reference, Chapter 9A.84 RCW— "Public Disturbance" — is hereby adopted in its
entirety, including any amendments or modifications to that Chapter.
9.06.020- Urinating in public.
A person is guilty of urinating in public if he or she intentionally urinates or defecates in a
public place, other than a washroom or toilet room, or at a place and under circumstances
where such act could be observed by any member of the public. Every person who violates this
section is guilty of a misdemeanor.
CHAPTER 9.07 — DRUG FREE ZONES
9.07.010 - Additional drug free zones.
Pursuant to RCW 69.50.435 the City Council hereby designates as additional drug free zones
the following public housing projects as depicted in the maps attached hereto as Exhibits A,
A-1, B, B-1, C, C-1, D, D-1, E, and E-1, which are filed with the City Clerk and maintained as
official records of the City:
Name
Address
Map
1. Terrace Apartments
114 East 6th Street
Exhibits A, A-1
2. Villa Apartments
401 East 5th Street
Exhibits B, B-1
3. Manor Apartments
323 East 2nd Street
Exhibits C, C-1
4. Mt. Angeles View
2603 South Francis
Exhibits D, D-1
Housing Project
5. Wildwood Terrace
934 W. Lauridsen Blvd.
Exhibits E, E-1
Apartments
March 21, 2023 G - 38
Exhibit A
Exhibit
I_1
March 21, 2023 G - 39
Exhibit A
Exhibit
� I
�aur�1 ;�r4�E
�I
Unoaln ##rpvt
0
x
a
a
March 21, 2023 G - 40
Exhibit A
Exhibit
U 4 4
March 21, 2023 G - 41
Exhibit A
Exhibit
LA
peat, ---if Strut
—3
i
L
kd
C
March 21, 2023 G - 42
Exhibit A
Exhibit
C
March 21, 2023 G - 43
Exhibit A
Exhibit
r —
9
It
no
F'F
i
C-1
March 21, 2023 G - 44
Exhibit A
Exhibit
fl
r7
March 21, 2023 G - 45
Exhibit A
Exhibit
EXHIffm V-AL
m*pzrrr LM M.L W
ilk 44GEU-� VEW ":)LSN5 PFKXEC;r
ao� OF 'ro
OF OLALLPA
r
jr
IE:
oe"
dhhb—
Jr g
WULAft,,
Im
TWOL
or
—Z—=
hes
4�6-
3-
^.Fzl
or-IT -I
P
-171141�
-•
...... ti
3
wl�
0
b—..—
p
p
Id
IC
4L
II
�6
1
eL
ur
D-1
March 21, 2023 G - 46
Exhibit A
Exhibit
tik1 J 1 ti_
T
l
ir
r �
r {5r
r
r
ti
C3 go 1
i
X4
A 1
J
L
-wJhiL -
P4}a�'+
PUN L. aard-+-a
E
March 21, 2023
G-47
Exhibit A
Exhibit
E-1
March 21, 2023 G - 48
Exhibit A
CHAPTER 9.08 - WEAPONS
9.08.010 — State Statutes Adopted.
The following statutes of the state of Washington are hereby adopted by reference as they
now exist or hereafter may be modified:
RCW
9.41.050 Carrying firearms.
9.41.098 Forfeiture of firearms — Disposition — Confiscation.
9.41.230 Aiming or discharging a firearm, dangerous weapons.
9.41.240 Possession of a pistol ages 18 — 21.
9.41.250 Dangerous weapon — Penalty.
9.41.270 Weapon capable of producing bodily harm/unlawful — Carrying.
9.41.280 Possessing dangerous weapons on school grounds.
9.41.300 Weapons prohibited in certain places.
9.08.020 - Stun guns.
A. Except as provided in subsection B, it is unlawful for a person to carry, exhibit, display,
or draw any electronic stun gun which apparently is capable of producing bodily harm or
incapacitation, in a manner, under circumstances, and at a time and place that either manifests
an intent to intimidate another or that warrants alarm for the safety of other persons. For
purposes of this section, "stun gun" means a device that uses electrical current to disrupt
voluntary control of muscles to cause neuromuscular incapacitation, and which delivers such
electrical current through electrodes affixed to a dart propelled by compressed air or similar
means, and includes those devices referred to as "projectile stun gun" by RCW 9.41.280.
B. This section does not apply to law enforcement officers engaged in the lawful
performance of their duties.
C. Any stun gun possessed in violation of this section may be confiscated by the City
Police Department and forfeited to the City.
D. Any person who violates this section is guilty of a misdemeanor.
March 21, 2023 G - 49
Exhibit A
CHAPTER 9.09 - EMERGENCY ALARMS
9.09.010 - Definitions.
A. "Emergency alarm/emergency alarm system." An emergency alarm system is an alarm
system incorporated into a residence or commercial structure that delivers some kind of
message indicating an emergent situation, whether that be an intrusion, a crime in progress, a
fire, or some other event requiring an immediate public safety response. Emergency alarm
characteristics typically include some or all of the following: The system may comprise a
central control unit which is directly or indirectly connected to every other component of the
emergency alarm system. The central control unit may trigger and stop a visual, audible, or
electronic alarm generator, either simultaneously or separately, upon receiving signals from
other components of the emergency alarm system. A portable control element and a signal -
generating detection may be used for starting and stopping the central control unit, which in
turn triggers a power supply means to cause a change, through the visual alarm generator, in
color of a visible outdoor board and to commence, through the audio alarm generator, an
alarm. A hidden sensing circuit can serve as the signal -generating detection means.
B. "False alarm" means the activation of an emergency alarm at a time when no event
involving a foreseeable risk of grievous bodily harm is occurring or about to occur upon the
premises. "False alarm" further includes the activation of any other emergency assistance
request device at any time when there is no foreseeable risk of grievous bodily harm to any
person upon the premises or property damage upon the premises from which said alarm is
activated. Lifeline alarms and similar medical alert devices designed to allow persons living
alone to summon medical assistance are specifically exempted.
C. "Owner" means the person having or maintaining the alarm on premises owned and/or
occupied by that person.
9.09.020 - Tampering with alarm systems.
A. Tampering. It is unlawful for any person to tamper with or to cut, break, deface, or
actuate any alarm device, wires, wires support or appurtenances thereto or to intentionally
transmit an alarm knowing no emergency exists. A person violating this section is guilty of a
misdemeanor.
March 21, 2023 G - 50
Exhibit A
B. Exception. Subsection (A) of this section does not apply to City employees engaged in
their official duties. Subsection (A) of this section further does not apply to any competent
representative of a manufacturer of burglary alarm equipment or alarm service company who,
with the consent of the City, is modifying, adjusting, altering, or repairing, or replacing an
alarm system or any of its component equipment; provided, that notice has first been provided
to the City of Port Angeles.
C. Subsection (A) of this section does not apply to any competent insurance rating engineer
who is testing any system in discharge of his or her duties, with the consent of the City.
D. Any person doing any work on an alarm system or auxiliary alarm system that may
cause a signal to be transmitted to the City over any alarm system or network, must notify the
City before such work stating the time and place thereof.
9.09.030 - False alarms —Penalties.
Any person who intentionally gives, makes or turns in a false alarm, or of the need for police,
fire, ambulance, or other emergency assistance, knowing such alarm to be false, or making
the same with reckless disregard to the true conditions, and any person aiding or abetting
another in the commission of such act, is guilty of a misdemeanor.
March 21, 2023 G - 51
IQ P Q X TANGELES CITY COUNCIL
W A S H I N G T O N, U.S. MEMO
Date: March 21, 2023
To: City Council
From: Norman Gollub, Interim Director of Community & Economic Development
Subject: Title 17 Municipal Code Amendment — Second Reading of the "Pursuing Housing for
All" Land Use Code Revisions Ordinance
Summary: This is the second reading of an ordinance to implement the "Pursuing Housing for All"
land use code revisions for Title 17 of the Port Angeles Municipal Code. A timeline of the project's
schedule and outreach efforts can be found on the project's website page at:
hgps://www.cityofpa.us/1051/Pursuing-Housing-For-All. In summary, it included Planning
Commission meetings where the code updates were proposed, discussed, and prioritized; listening posts
at locations throughout the community, a virtual survey; presentations to the Planning Commission,
City Council, community groups, and organization; and public hearings. After the first reading,
additional opportunities to incorporate more comprehensive language for temporary housing were
identified. These opportunities necessitate further research by staff of the temporary housing portion of
the proposed amendments. These portions of the original package are recommended to be brought
forward at a later date.
Funding: N/A
Recommendation:
1. Conduct the second reading of an ordinance making amendments and additions to Title 17 Port
Angeles Municipal Code for the purpose of reducing barriers to the construction of infill housing;
2. Adopt the revised ordinance as provided by staff; and
3. Direct staff to produce language that creates a new section of code for the placement of temporary
housing types.
Background / Analysis:
Back round: In the 2021-22 Strategic Plan, City Council established housing/homelessness as a priority
issue of critical importance. In December 2021, the City Council approved amendments concentrated on
necessary updates in Titles 14, 15, 16 and 17 of the municipal code, primarily known as the building,
environmental, subdivision, and zoning provisions. In July of 2022, the Planning Commission began
discussion of changes to Title 17 — Zoning of the municipal code to eliminate potential barriers to housing
construction and continue providing diverse housing types in targeted zones.
Summaty ofLe,gislation: A detailed summary of proposed code changes is outlined in the Planning
Commission staff report. The list below summarizes the legislation. Following the first reading of this
ordinance on March 7, 2023, additional opportunities to incorporate more comprehensive language for
temporary housing were identified. These opportunities necessitate further research by staff of the
temporary housing portion of the original proposal. Staff recommends that a new section within Title 17
be created through a separate ordinance for the placement of temporary housing standards. This separate
ordinance would be adopted at a future date.
• Allow 1 unit per 1,750 sf in the R7 zone. This equates to 4 units on a 7,000-sf lot and any units over
2 would need to directly address utility capacity and feasibility. Unchanged since first reading.
March 21, 2023 G - 52
• Allow for alley/street lot subdivision. Many homes in the older parts of Port Angeles are situated on
the back or front of the lot and have the potential to develop infill. This allows the subdivision and
sale of property for fixture housing construction. Unchanged since first reading.
• Allow for commercial to residential conversion with design considerations. This includes
caretaker housing residential on ground floor in the CBD. Unchanged since first reading.
• Eliminate bedroom requirements for ADUs and increase maximum size to 800 sf. This allows
for the potential of larger household sizes in an ADU. Unchanged since first reading.
• Allow Park Models as ADU's. Park Models are an affordable way to provide housing for members
of the community looking for more permanent housing. Unchanged since first reading.
• Remove the size requirements for Manufactured Homes if they meet building code
requirements. The Manufactured Home has evolved, and the code is being adjusted to accommodate
new designs. Unchanged since first reading.
• Reduce the size requirement for Trailer Parks from 4 acres to a half block (1.4 acres) and
reducing units from 115,000 sf (8.71 units per acre) to 3,500 (12.44 units per acre) and
reorganization of the section to involve an overlay zone process instead of a conditional use.
This allows for not only potential new Trailer Parks but also a pathway for the reorganization of
existing parks to accommodate more units. Unchanged since first reading.
• Updated Item: Direct staff to create a new section in Title 17 creating standards for the
placement of temporary housing types.
Public Outreach: A public outreach effort for the project has taken place over the past several months at
public events and facilities, including a drop -in workshop held on January 23'. An online survey was also
provided that over 450 individuals responded to. The Planning Commission conducted a comprehensive
deliberation and considered all community perspectives. At their continued public hearing for the Title 17
draft amendments the Planning Commission made the following motions:
Commissioner Young moved to strike the proposed changes to Section 17.96.075 — Temporary Use
Permits from Municipal Code Amendment No. 23-01 citing the need to delay amendments to enable
more public input and evaluation of proper enforcement processes. The motion was seconded and
failed 2-4 through a roll call vote.
Vice Chair Schwab moved to recommend the approval of Municipal Code Amendment No. 23-01 to
City Council as written including any minor changes required to maintain consistency with all titles
and chapters of the Port Angeles Municipal Code, along with the list of future recommendations for
Municipal Code changes as identified in Appendix E of the staff report. The motion was seconded
and passed 6-0 through a roll call vote.
Findings: The entire packet that was prepared for the City Planning Commission final deliberation on
February 22, 2023, including Appendix E, can be found on the project's webpage:
htlps://www.cilyofpa.us/I 05 I/Pursuing-Housing-For-All.
Funding: N/A
Enclosed:
1) Proposed Ordinance of the City of Port Angeles, Washington amending portions of the Port
Angeles Municipal Code to increase residential building capacity within certain zones of the City.
2) Project website with Staff Recommendations, Report and Appendices to Planning Commission for
final deliberation on February 22, 2023: https://www.cilyofpa.us/1051/Pursuing-Housing-For-All
March 21, 2023 G - 53
ORDINANCE NO.
AN ORDINANCE of the City of Port Angeles, Washington amending
portions of Title 17 of the Port Angeles Municipal Code.
THE CITY COUNCI L OF THE CITY OF PORT ANGELES DO HEREBY ORDAIN
AS FOLLOWS:
Section 1. Title 17 of the Port Angeles Municipal Code is hereby amended by amending
sections of Title 17 as follows:
17.01.010 Purpose.
This Zoning Code is adopted for the following purposes:
B. To pr-teethe -eh eter maintain the stability of residential, commercial,
manufacturing, and public and mixed use areas within the City, and to promote the orderly
and appropriate development of such areas.
E. To limit congestion in the public streets and to protect the public health, safety,
convenience, and general welfare by providing for off-street parking standards for of
motor vehicles, the loading and unloading of commercial vehicles, public transit access,
and pedestrian safety.
F. To establish building lines and the location of buildings designed for residential,
commercial, manufacturing, public, or other mixed uses within such lines.
17.01.020 - Purposes of zones.
The zones in this Zoning Code are established for the following purposes:
A. Yt�R7 Zone. This is a lewmixed density residential zone intended to er-ea4e an
pfeserve provide a diverse mix of infill housing andsingle family simile -household
residential neighborhoods that historically consisted sag of predominantly single
-
family homes single -household dwellings on standard townsite-size lots. Uses which are
Page 1 of 79
March 21, 2023 G - 54
compatible with and functionally related to a single-famly a diverse mix of lower and
middle density residential environments may also be located in this zone. Because of land
use impacts associated with nonresidential uses, few nonresidential uses are allowed in
this zone and then only conditionally. This zone provides the basic urban land use pattern
for the City's family original townsite residential neighborhoods, following a
standard rectangular street grid system of 60-foot rights -of -way for local access streets and
300-foot by 450 or 500-foot blocks with 50-foot by 140-foot lots and usually located in
areas that are largely developed and closer to the center of the City.
B. RSL9R9 Zone. This is a low density residential zone intended to create and preserve
urban single single -household residential neighborhoods consisting of
predominantly single familysingle-household hemesdwellings on larger than standard
townsite-size lots. Uses that are compatible with and functionally related to a single-famly
single -household residential environment may be located in this zone. Because of land use
impacts associated with nonresidential uses, few nonresidential uses are allowed in this
zone and then only conditionally. This zone provides for a variety in the urban land use
pattern for the City's single single -household residential neighborhoods, following
a curvilinear street system of non -through public and private streets with irregularly
shaped lots, minimum 75-foot front lot lines, and 60-foot rights -of -way for collector
arterial streets in large rectangular blocks and usually located in outlying areas with large
tracts of vacant buildable land.
C. P.--14RII Zone. This is a low density residential zone intended to create and
preserve suburban sized single-famlysingle-household residential neighborhoods
consisting of predominantly single single -household hefesdwellings on larger than
standard sized townsite-sized lots, while maintaining densities at or more than four
dwelling units per acre. Uses that are compatible with and functionally related to a single
-
€amilysingle-household residential environment may be located in this zone. Because of
land use impacts associated with nonresidential uses, few nonresidential uses are allowed
in this zone and then only conditionally. This zone provides for a variety in the urban land
use pattern for the City's single-family residential neighborhoods, following a curvilinear
street system of non -through public and private streets with irregularly shaped lots,
minimum 75-foot front lot lines, and 60-foot rights -of -way for collector arterial streets in
Page 2 of 79
March 21, 2023 G - 55
large rectangular blocks and usually located in outlying areas with large tracts of vacant
buildable land.
D. RTP Overlay Zone. This is a mediummixed density residential zone intended
predominantly for mobile homestate rejzulated manufactured structure occupancies, and
the area is regarded as essentially residential in character. Few nonresidential uses are
allowed in this zone and then only conditionally, because of land use impacts associated
with nonresidential uses. This zone provides the basic urban land use pattern for the City's
small lot, single lysingle-household, mebi4emanufactured home parks, following an
irregular urban land use pattern of private access roads and minimum 3,500 square foot
lots.
E. RAID Zone. This is a medium density residential zone, which allows a mix of
ilysingle-household dwellings, duplexes and apartments at a minimum density
greater than single=�ysingle-household neighborhoods but less than the RHD Zone.
The permitted uses in the RMD Zone are also intended to be eless restrictive than the
RHD Zone. Commercial uses are not considered to be compatible. Few nonresidential uses
are allowed in this zone and then only conditionally, because of land use impacts
associated with nonresidential uses. This zone provides for variety in the urban land use
pattern for the City's lower density multi -family residential neighborhoods (at twice the
density of the City's basic single single -household residential neighborhoods) with
direct access on an arterial street, and serving as a transitional use between low density
residential uses and commercial/industrial uses.
F. RHD Zone. This is a high density residential zone for multi -family structures.
Compatible uses may be allowed on conditional use permits, but the zone is still regarded
as a residential area, where commercial enterprises are not generally felt to be compatible.
Few nonresidential uses are allowed in this zone and then only conditionally, because of
land use impacts associated with nonresidential uses. This zone provides the basic urban
land use pattern for the City's higher density multi -family residential neighborhoods (at
seven times the density of the City's basie single family residential neighbor -hood
following a standard r-eetangular- stfeet gr-id system of 60 feet rights of way for- leeal
aeeess stfeets and 300 feet by 450or- 500 feet bleeks a usually located in areas that are
largely developed and closer to the center of the City.
Page 3 of 79
March 21, 2023 G - 56
G. PRD Overlay Zone. This overlay zone is to provide alternative zoning regulations
which permit and encourage design flexibility, conservation and protection of natural
critical areas, and innovation in residential developments to those regulations found in the
underlying zone. It is intended that a Planned Residential Development will result in a
residential environment of higher quality than traditional lot -by -lot development by use of
a design process which includes within the site design all the components of a residential
neighborhood, such as open space, circulation, building types, and natural features, in a
manner consonant with the public health, safety, and welfare. It is also intended that a
Planned Residential Development may combine a number of land use decisions such as
conditional use permits, rezones, and subdivisions into a single project review process to
encourage timely public hearings and decisions and to provide for more open space and
transitional housing densities than is required or may be permitted between single fam4y
and =16 farm' residential zones of differing density. The consolidation of permit reviews
does not exempt applicant(s) from meeting the regulations and submitting the fees and
applications normally required for the underlying permit processes. Few nonresidential
uses are allowed in this overlay zone and then only conditionally, because of land use
impacts associated with nonresidential uses. This overlay zone provides for the
opportunity to create self-contained residential neighborhoods with a variety of housing
choices without following a standard system of public streets and lot design and with
allowances for mixed use, residential and commercial developments not usually permitted
in residential zones.
L. CBD Zone. This is a ee o eia mixed use zone intended to strengthen and
preserve the area commonly known as the downtown for major retail, service, financial,
and other commercial operations that serve the entire community, the regional market, and
tourists. This zone has standards to improve pedestrian access and amenities and to
increase public enjoyment of the shoreline. Commercial uses that are largely devoid of any
impacts detrimental to the environment are allowed. This zone provides the basic urban
land use pattern for high density, pedestrian oriented, commercial uses located in the center
of the City with direct access to mass transit services, design standards for compatible
commercial development, and support for public parking and business improvements.
Page 4 of 79
March 21, 2023 G - 57
TS. Home occupation permit. The purpose of this chapter is to ensure that an occupation
or business undertaken within a dwellingrima or accesso structure located in a
residential use district is incidental and subordinate to the primary use and is compatible
with the fesidenti-al ehar-aetef of the existing neighborhood. This special use permit
provides allowances for business activities taking place within a residential use.
UT. Bed and breakfast permit. The purpose of this chapter is to ensure that a bed and
breakfast is compatible with its surrounding properties, and when located in a residential
neighborhood, topr-eseFve the residential Eh-ar-aEter-of the neighbefhood ensure
nuisance mitigation for the surrounding residences. This special use provides procedures
and regulations for business activities taking place within a residential use.
VU. Adult entertainment use. The purpose of this chapter is to ensure that adult
entertainment businesses are appropriately located and operated within the City of Port
Angeles, are compatible with uses allowed within the City, and are conducive to the public
health, safety and welfare. This chapter provides procedures and regulations for specific
adult -only business activities.
WV. Retail stand permit. The purpose of this chapter is to ensure that retail stands are
appropriately located in the commercial and public areas, are compatible with the uses
allowed in such areas, and are conducive to the public health, safety, and welfare, and to
promote the diversity of retail stand activity. This special use provides procedures and
regulations for business activities taking place outside a building or on public property.
XW. Junk yard conditional use. The purpose of this chapter is to ensure that junk yards
are appropriately located, are compatible with uses allowed within the City, and are
conducive to the public health, safety and welfare. This chapter provides for junk yards to
be permitted through the conditional use permit process.
Page 5 of 79
March 21, 2023 G - 58
17.03.010 - Purpose.
For the purpose of these regulations the City of Port Angeles is divided into 22 zoning
classifications as follows:
CHAPTER
ABBREVIATED
DESIGNATION
ZONE CLASSIFICATION
17.10
P--JR7
Residential, Single €amiElyMixed Densitv
17.11
R-S-9R9
Residential, Single €amiElyLow Densitv
17.12
RS WR11
Residential, Single fami4yLow Densitv
17.13
RTP
Residential Trailer Park Overlay Zone
17.14
RMD
Residential, Medium Density
17.15
RHD
Residential, High Density
17.19
PRD
Planned Residential Development Overlay Zone
17.20
CO
Commercial, Office
17.21
CN
Commercial, Neighborhood
17.22
CSD
Community Shopping District
17.23
CA
mere 4er-il
17.24
CBD
Central Business District
17.25
CR
Commercial, Regional
17.30
IP
Industrial Park
17.31
PID
Planned Residential Development Overlay Zone
17.32
IL
Industrial, Light
17.34
IH
Industrial, Heavy
17.36
IM
Industrial, Marine
Page 6 of 79
March 21, 2023 G - 59
CHAPTER
ABBREVIATED
DESIGNATION
ZONE CLASSIFICATION
17.40
PBP
Public Building - Park
17.42
Y4--
F, est Lands
17.44*
PLID
Planned Low Impact Development Zone
17.45*
IOZ
Infill Overlay Zone
17.08.010 - "A."
A. Accessory building. See `Building, accessory
AB. Accessory use. The subordinate and incidental use of land or buildings on a lot. A
use is to be considered accessory when it occupies less than 50 percent of a building's or
lot's total square footage.
RC. Accessory dwelling unit (ADU). A habitable tinit added to, er-eatedwithin,er
�� (^�nthis-title-See "Dwelling unit, accessory."
GD. Adult family home. A dwelling of a person or persons who are providing personal
care, room, and board to more than one but not more than six adults who are not related
by blood or marriage to the person or persons providing the services and who are licensed
by the State of Washington pursuant to Chapter 70.128 RCW and Chapter 388.76 WAC
(Adult Family Home regulations).
OE. Affordable housing. Residential housing available for sale or rent that requires a
monthly housing cost, including utilities other than telephone, of no more than 30 percent
of the income of an eligible household. An eligible household is one with a total household
income no greater than 80 percent of the Clallam County median income as reported by
the Washington State Office of Financial Management.
Page 7 of 79
March 21, 2023 G - 60
-FF. Alley. A public right-of-way which provides service access to abutting property.
For the purpose of an alley -street subdivision configuration, lot frontage along an alley is
sufficient to satisfy the minimum lot frontage requirement.
G. Alley -street subdivision. A subdivision of a standard City lot that results in one lot
with street frontage and one lot with exclusively alley frontage.
FH. Amendment. A change in language of the zoning text which is an official part of
these Zoning Regulations.
GI. Animal care. Any commercial facility where house pets are groomed, trained,
boarded (including pet day care), provided medical treatment (such as veterinary clinics
and animal hospitals), or sheltered for adoption. The use does not include kennels. The use
is primarily indoors and may include limited, ancillary outdoor space. Retail sales may be
incidental.
FIJ. Animal husbandry, commercial. The care and raising of animals, particularly farm
animals, for agricultural or other commercial purposes, provided that this shall not include
non-commercial animal husbandry, private horse stables, up to three dogs and cats which
are not house pets, or house pets.
TK. Animal husbandry, non-commercial. The care and raising of animals for non-
commercial purposes, provided that this shall not include private non-commercial horse
stables, kennels, up to three dogs and cats which are not house pets, or house pets.
JL. Antenna. Any pole, panel, rod, reflection disc including satellite earth station
antenna as defined by 47 CFR Sections 1.4000 and 25.104, or similar device used for the
transmission and/or reception of radio frequency signals.
ISM. Antenna support structure. Any building or structure other than a tower which can
be used for location of telecommunications facilities.
LN. Applicant. Any person that applies for approval from the City.
Mo. Application. The process by which the owner of a parcel of land within the City
submits a request to develop, construct, build, modify, erect or use such parcel of land.
"Application" includes all written documentation, verbal statements, and representations,
in whatever form or forum, made by an applicant to the City concerning such a request.
Page 8 of 79
March 21, 2023 G - 61
NP. Articulation. The giving of emphasis to architectural elements (like windows,
balconies, entries, etc.) that create a complementary pattern or rhythm, dividing large
buildings into smaller identifiable pieces.
9(Q. Articulation interval. The measure of articulation, the distance before architectural
elements repeat.
PIR. Artisan manufacturing. Production of goods by the use of hand tools or small-scale,
light mechanical equipment occurring solely within an enclosed building where such
production requires no outdoor operations or storage, and where the production,
operations, and storage of materials related to production occupy no more than one
building on a lot. Typical uses have negligible negative impact on surrounding properties
and may include uses such as, but not limited to, woodworking and cabinet shops, ceramic
studios, jewelry manufacturing and similar types of arts and crafts, makers spaces,
production of alcohol and food processing.
QS. Assisted living facility. Any home or other institution that provides housing, basic
services, and assumes general responsibility for the safety and well-being of the residents
(for seven or more residents) and may also provide domiciliary care consistent with
Chapter 142, laws of 2004 in Chapter 18.20.020 RCW.
RT. Attainable housing. Residential housing available for sale or rent that requires a
monthly housing cost, including utilities other than telephone, of no more than 30 percent
of the net income of an eligible household. For purposes of the preceding sentence, an
eligible household is one with a total net household income no greater than 120 percent of
the Clallam County median income as reported by the Washington State Office of
Financial Management.
SU. Automotive service and repair. Any land or facility used for the repair and
maintenance of automobiles, motorcycles, trucks, trailers, or similar vehicles including,
but not limited to, fender, muffler, or upholstery work, oil change and lubrication, tire
service and sales. The use may include incidental retail sales of automobile parts and
accessories. The term excludes dismantling or salvage.
17.08.015 - "B."
Page 9 of 79
March 21, 2023 G - 62
A. Bed and breakfast. A sing lysingle-household residence which remains
owner -occupied at all times and provides lodging for guests and travelers for a period of
up to 30 days, and where food service is typically limited to breakfast which may be served
to overnight guests only. Bed and breakfasts are outright permitted uses in all residential
high and medium density zones, but are a conditional use in residential single
-
fe&nilysingle-household zones.
K. Business. See "Establishment, business or commercial. "
KL. Business parking lot and/or structures. A commercial off-street parking lot or
structure used exclusively for parking and/or storage of vehicles.
17.08.020 - "C."
F. Commission. The appointed Planning Commission, established and regulated by
Chapter 2.36 PANIC.
Q. Cottage housing. See "Dwellin cottage housing."
QR. Council. The City Council.
RS. Club or lodge, private. A non-profit association of persons who are bona fide
members paying annual dues, which owns, hires, or leases a building or portion thereof,
the use of such premises being restricted to members and their guests.
4 7.08.025 - "D."
A. Day Care. See "Child care."
AB. Density. The ratio of the number of dwelling units per area of land, typically used
to demonstrate the minimum or maximum number of dwelliniz units available for
development on a lot. o 2 nnn sqtiar-e feet lots wetild allow for- ., maximttm dens
B. Density, Low. Residential development of a minimum of 4 and maximum of 7 units
per acre that primarily consists of single household dwellings, duplexes, and accessory
dwelling units.
Page 10 of 79
March 21, 2023 G - 63
C. Density, Medium. Residential development of a minimum of 4 units and no
maximum units per acre that consists of a mix of middle housing and multifamily
structures along with single household dwellings.
D. Density, High. Residential development of a minimum of 8 units and no maximum
units per acre that consists of a mix of middle housing and multifamily structures.
E. Density, Mixed. Residential development of a maximum 25 units per acre that
consists of a mix of residential infill housing types identified in Chapter 17.21 and single
household dwelling
HF. Department of Community and Economic Development (DCED) means City of Port
Angeles Community and Economic Development Department.
GG. Departure. A provision allowing for applicants to propose alternative means of
compliance with a specific standard on a voluntary basis, provided they meet the purpose
of the standard. See PAMC 17.22.040 for more information on departures.
PH. Detached building. See the definition for 'Building, accessory".
EI. Development. Any activity which would alter the elevation of the land, remove or
destroy plant life, cause structures of any kind to be installed, erected, or removed, divide
the land into two or more parcels, or any use or extension of the use of the land.
EJ. District. A portion of a planning area which is defined by the primary uses located
in that portion of the planning area.
FK. Dormitory. A residence hall providing sleeping rooms, with or without eating
facilities.
14L. Duplex. A building contain two dwelling hex standards in e
17.21 P^AN See "Dwelling Unit, Duplex. "
IM. Dwelling or dwelling unit. A building or portion thereof with one or more rooms
which are arranged, designed or used for occupancy as separate living quarters for the
exclusive use of a single household and is constructed in accordance with the International
Building Code or International Residential Code or park models as defined in the
American National Standards Institute Al19.5 standard for park trailers. Permanently
installed kitchen, sleeping, and sanitary facilities must always be provided within the
dwelling unit. A dwelling or dwelling unit does not include a house trailer that does not
meet ANSI -Al 19.5 nor does it include hotels, motels or lodging houses.
Page 11 of 79
March 21, 2023 G - 64
N. Dwelling unit, accessory. A habitable unit added to, created within, or detached
from a primary single -household residential dwelling that provides basic requirements for
living, sleeping, cooking, and sanitation as outlined by the International Residential
Building Code. An ADU is distinguishable from a duplex in that, unlike a duplex, it is
clearly incidental to a detached primary single -household dwelling both in use and
appearance. An ADU may also be referred to as an accessory residential unit (ARU) in
this title.
JO. Dwelling, cottage housing. A small single -household dwelling that is clustered with
other similar units sharing a common open space. See cottage housing standards
in Chapter 17.21 PAMC.
P. Dwelling Unit, Duplex. A building containing two dwelling units. See duplex
standards in Chapter 17.21 PAMC.
ISO. Dwelling, multi family. A building or a portion thereof containing three or more
dwelling units. The term also includes any dwelling unit within a mixed use building.
LR. Dwelling, single -household. A building containing one dwelling unit.
MS. Dwelling, small lot single -household. A building containing one dwelling unit on a
lot less than 5,000 square feet in area. See small lot single -household standards in Chapter
17.21 PAMC
NT. Dwelling, townhouse. A dwelling unit that shares one or more common or abutting
walls with one or more dwelling units and has exterior access. A townhouse does not share
common floors/ceilings with other dwelling units. See townhouse standards in Chapter
17.21 PAMC.
17.08.035 - "F."
B. Farming, commercial. The planting and cultivating of crops for agricultural or other
commercial purposes, provided that this shall not include private gardening or greenhouse structures
accessory to single -household dwelling.
G. Frontage. See `Building frontage" Or `Lot fronta ems. "
Page 12 of 79
March 21, 2023 G - 65
LGH. Fuel station. A retail use primarily involving automobile fuels and specialized structures for
selling fuel and fuel storage tanks, often underground. These establishments may provide incidental
retail sales of food and other convenience items.
Hl. Fuel yard or bulk plant. That portion of a property where flammable or combustible liquids
are received by tank vessel or tank vehicle and are stored or blended in bulk for the purpose of
distributing such liquids by tank vessel, tank vehicle, portable tank or container for subsequent resale
and not to the consuming public.
17.08.040 - "G."
E. Gross floor area. See "Floor area, gross (GFA). "
EF. Group living. A building, portion of a building or a complex of buildings under unified
control and management which contains facilities for living, sleeping, sanitation, eating and cooking
for occupancy for residential uses; and which does not otherwise meet the definition of another
residential use defined in this chapter and does not include any type of group living facility that is
licensed by the State of Washington. Eating and cooking areas may be shared in whole or part.
17.08.045 - "H."
C. High Density. See "Density, High"
CD. Household. One person or two or more persons living together as a single, nonprofit,
housekeeping unit. A household may also be referred to as "family" in this title.
DE. Home occupation. An occupation or business activity which results in a product or service,
is conducted in whole or in part in the dwelling unit, and is clearly incidental and subordinate to the
residential use of the property.
EF. Hospital. An institution specializing in giving clinical, temporary, and emergency services
of a medical or surgical nature to human patients and licensed by Washington State law.
FG. Hospital, mental (including treatment of alcoholics). An institution licensed by Washington
State agencies under provisions of law to offer facilities, care, and treatment for cases of mental and
nervous disorders and alcoholics.
GH. Hospice. A facility for the terminally ill.
Page 13 of 79
March 21, 2023 G - 66
141. Hostel. A residential structure or commercial building where transient accommodations for
30 days or less (daily or weekly) for the traveling public are provided and for which the
accommodations contain no more than one shared kitchen facility and do not have individual
sleeping rooms. Hostels are differentiated by housing type and/or owner occupancy as follows:
L Owner occupied single-family residential hostels are allowed in the same zones as
bed and breakfasts.
2. Non -owner occupied commercial structure hostels are allowed by the same process
and in the same zones as hotels and motels.
I.J. Hotel. A facility offering transient lodging accommodations for 30 days or less to the general
public and that may include additional facilities and services, such as restaurants, meeting rooms,
personal services, etc.
JK. House pets. Domestic animals such as dogs, cats, fish, birds, rodents, and reptiles, not
including inherently dangerous species of animals, which sleep and are primarily housed in a
dwelling unit together with their owners.
17.08.050 -'T"
D. Infill housing A range of house -scale buildings with multiple units — compatible in scale and
form with detached single -household dwellings.
DE. Infill Overlay Zone (IOZ). A site -specific development that has been approved by the City
under the provisions of Chapter 17.45 of the Port Angeles Municipal Code.
EF. Internal walkway. Any pedestrian path or pedestrian walkway internal to a development.
This includes sidewalks along private streets.
17.08.065 - "L."
G. Lot, conforming. See "Conforming lot."
GH. Lot frontage. The length of the front lot line measured at the street right-of-way line. Alleys
are not considered right-of-way providing a lot frontage when any frontageg a street is present.
Page 14 of 79
March 21, 2023 G - 67
For the purpose of an alley -street subdivision configuration, lot fronta eg along an alley is sufficient
to satisfy the minimum lot frontage requirement.
I4I. Lot, irregular. A lot that has an irregular shape, such as narrow necks, points, legs and
panhandles.
IJ. Lot line. A line of record bounding a lot that divides one lot from another lot or from a public
or private street or any other public right-of-way or public space.
3K. Lot, panhandle (also known as flag). A lot generally in the shape of a flag where access is
typically provided by a narrow, private right-of-way or driveway also known as the "panhandle."
IKL. Lot types.
1. Alley access lot. A lot with right of way access only on an alley.
-12. Corner lot. A lot at a junction of, and fronting on, two or more intersecting streets,
forming an interior angle of less than 135 degrees.
23. Interior lot. A lot other than a corner or through lot.
-34. Double frontage or through lot. A lot having frontage on two parallel, or
approximately parallel, streets. Both lot lines abutting streets shall be deemed front
lot lines. Lots with rear alley frontage shall not be considered through lots.
4-5. Reverse frontage lot. A double frontage or through lot that is not accessible from one
of the parallel or nonintersecting streets on which it fronts.
LM. Lot, zoning. A single tract of land located within a single block, which at the time of filing
for a building permit, is designated by its owner or developer as a tract to be used, developed, or built
upon as a unit, under single ownership or control. A zoning lot may or may not coincide with a lot
of record.
MN. Lot line, front. In the case of an interior lot, a line separating the lot from a street or alley
right-of-way, and in the case of a double frontage or through lot, a line separating the lot from a street
right-of-way from which a drive access may be permitted and located by the City. In the case of a
corner lot, a property owner may designate either line separating the lot from street rights -of -way as
the primary front lot line, therefore creating aeqt*e.nA-an additional front lot line. For a lot with
an irregular shape, narrow neck, point and panhandle, the front lot line is the shortest lot line
adjoining the panhandle portion of the lot, excluding the unbuildable portion of the pole.
NO Lot line, rear. That boundary of a lot which is most distant from and is most nearly parallel
to the front lot line.
Page 15 of 79
March 21, 2023 G - 68
OP. Lot line, side. Any boundary of a lot which is not a front nor a rear lot line.
PQ Lot line, zero. A concept utilized to permit a structure or wall of a building to be located on
a property line.
Q& Lot coverage. The amount or percent of the ground area of a lot on which buildings are
located. This amount/percent shall include all buildings which are partially or totally enclosed and
covered by an impervious roof, including any garages, carports, covered patios, and cantilevered
portions of a building, and structures covered by an impervious roof even if not fully enclosed. Lot
coverage does not include the first horizontal 30 inches of the roof overhang, nor does it include
uncovered decks and porches or other structures not higher than 30 inches from the ground.
RS. Lot width. The horizontal distance between side lines of a lot measured at right angles to the
lot depth along a straight line parallel to the front lot line at the minimum required building setback
line.
T. Low Density. See "Density, Low."
SU. Low impact development (LID) facilities/BMPs are distributed stormwater management
practices, integrated into a project design, that emphasize pre -disturbance hydrologic processes of
infiltration, filtration, storage, evaporation and transpiration. LID facilitiesBMPs include, but are not
limited to: bioretention, rain gardens, permeable pavements, roof downspout controls, dispersion,
soil quality and depth, minimal excavation foundations, vegetated roofs, and water re -use.
TV. Low powered, networked telecommunications facilities. Those facilities with maximum
transmitter peak output power that do not exceed one watt and are less than 14 inches by 16 inches
by eight inches with an antenna no greater than 30 inches.
17.08.070 - "M."
F. Medium Density. See "Density, Medium."
G. Mixed Density. See "Density, Mixed."
FH. Mixed use structure. A single structure or building containing two or more complementary,
physically and functionally integrated, or mutually -supporting uses (such as housing, offices,
manufacturing, retail, public service, or entertainment).
FBI. Mobile home. Seethe definition for "Trailer, house".
Page 16 of 79
March 21, 2023 G - 69
14J. Modulation. The stepping forward or backwards a portion of the fagade as a means to
articulate or add visual interest to the fagade.
1K. Motel. See definition for "Hotel ".
JL. Motor freight terminal. A building or area in which freight brought by motor truck is
assembled and/or stored for routing intrastate and interstate shipment by motor truck.
M. Multi -family dwelling. See "Dwelling, multi -family
17.08.075 - "N."
B. Net floor area. See "Floor area, net (NFA
13C. Nonconforming building or structure. Any building or structure that does not conform with
the lot area, yard, height, or lot coverage restrictions in these Zoning Regulations, either at the
effective date of these regulations or as the result of subsequent amendments to these regulations.
ED. Nonconforming lot. A legally established lot, the area, dimensions or location of which met
the applicable zoning code requirements in effect at the time the lot was created, but which fails by
reason of such adoption, revision or amendment of these Zoning Regulations, to conform to the
present requirements of the zone in which it is located.
DE. Nonconforming use. Any use of land, building or structure which does not comply with all
of these Zoning Regulations or of any amendment hereto governing use for the zoning district in
which such use is situated.
EF. Noxious matter. Material capable of causing injury to living organisms by chemical reaction,
or is capable of causing detrimental effects upon the physical or economic well-being of individuals.
FG. Nursing home. Any home or residential facility licensed per 18.51 RCW that operates or
maintains facilities providing convalescent or chronic care for a period in excess of 24 consecutive
hours for three or more patients not related by blood or marriage to the operator, who by reason of
illness or infirmity, are unable to properly care for themselves. Nothing in this definition shall be
construed to include any "assisted living facility".
17.08.085 - ' T."
Page 17 of 79
March 21, 2023 G - 70
A. Park Model. A mobile home intended for permanent or semi -permanent installation and in
with ANSI A119.5. See WAC 296-150P for additional information.
AB. People with functional disabilities. People with functional disabilities means: (1) a person
who, because of a recognized chronic physical or mental condition or disease, is functionally
disabled to the extent of (a) needing care, supervision or monitoring to perform activities of daily
living or instrumental activities of daily living, or (b) needing supports to ameliorate or compensate
for the effects of the functional disabilities so as to lead as independent a life as possible, or (c) having
a physical or mental impairment which substantially limits one or more of such person's major life
activities, or (d) having a record of such impairment; or (2) being regarded as having such an
impairment, but such term does not include current, illegal use of, or active addiction to a controlled
substance.
BC. Permanent supportive housing. Defined by RCW 36.70A.030.
GD. Permeable pavement pervious concrete, porous asphalt, permeable pavers or other forms of
pervious or porous paving material. Intended to allow passage of water through the pavement
section. It often includes an aggregate base that provides structural support and acts as a stormwater
reservoir.
DE. Person. Any person, firm, partnership, association, corporation, company, or other legal
entity, private or public, whether for profit or not for profit.
BF. Personal care services. Uses involved in providing nonmedical body and health services to
the general public, including, but not limited to, salons, barbers, tanning, massage therapy, tailors,
and tattoo parlors. These uses may include accessory retail sales.
FG. Planned industrial development (PID). A PID is a site specific development which has been
approved by the City Council under the provisions of Chapter 17.31 of the Port Angeles Municipal
Code.
GH. Planning area. A large geographical area of the City, which is defined by physical
characteristics and boundaries.
HI. PRD. Planned residential development.
J. Principal building. See "Building, principal."
1K. Principal use. The primary use of land or buildings on a lot as distinguished from a
subordinate or accessory use. A use is considered principal when it occupies 50 percent or more of
a building's total square footage.
Page 18 of 79
March 21, 2023 G - 71
JL. Private educational services. Uses providing for -profit and non-profit educational services.
Examples include but are not limited to testing centers, business schools, trade and vocational
schools, language and exam tutoring, music instruction, dance studios, and arts and craft studios.
The term does not include government facilities.
ISM. Professional, business, and media offices. Offices used as a place of business conducted by
persons engaged in professions including, but not limited to, accounting, finance, law, real estate,
design, engineering, photography, software development, research, counseling, journalism, and
business administration. The term includes banks/credit unions and audio and video recording and
broadcasting.
N. Public. Owned, operated or franchised by a unit of general or special-purpose government.
O. Public building. AU structure used in whole or in part for a public purpose or by a public
organization. The term includes all City -owned facilities.
17.08.090 - "R."
F. Remodel. Development activi . modifying an existing structure or facility. A remodel can
include a change in use. Remodel activity is subject to the same development standards applicable
to new development except where stated otherwise.
FG. Repair, minor. Improvements to correct deficiencies resulting from normal wear and tear or
improvements not requiring a building permit.
LGH. Residence. A building or structure, or portion thereof, which is designed for and used to
provide a place of abode for human beings. The term "residence" includes the term "residential" as
referring to the type, or intended use, of a building.
I. Residential building. See `Building, residential."
FIJ. Restoration. The act of putting back or bringing back into a former or original state.
IK. Retail sales. Any use involving the sale, lease, or rental of new or used products, including
but not limited to appliances, art supplies, baked goods, bicycles, books, building supplies, cameras,
carpet and floor coverings, crafts, clothing, computers, convenience goods, dry goods, electronic
equipment, fabric, flowers, furniture, garden supplies, gifts or novelties, groceries, hardware, home
improvement, household products, jewelry, medical supplies, music, musical instruments, office
supplies, package shipping, pets, pet supplies, pharmaceuticals, photo finishing, picture frames,
Page 19 of 79
March 21, 2023 G - 72
plants, printed materials, produce, seafood, souvenirs, sporting goods, stationery, tobacco, used or
secondhand goods, vehicle parts and accessories, videos and related products. The use may include
incidental exterior sales activities that do not meet the definition of "retails sales, heavy."
3L. Retail sales, heavy. "Retail sales, heavy" means retail uses with exterior sales and/or storage
areas greater than 15,000 gross square feet or occupying a greater area than the use's principal
building. Examples include, but are not limited to, uses selling agricultural supplies, farm equipment,
plant and landscape design materials, building materials, and heating fuels.
KM. Retail stand. A small, moveable cart that is operated from a fixed location and is designed
and sized to be readily moved under the control of one person but not under its own power.
LN. Right-of-way. Land acquired or dedicated for purposes of a street, highway, sidewalk, alley,
avenue, other structure used for pedestrian or vehicular traffic, or easement or any combination of
such uses for which the City has regulatory authority.
MO. Roof. A structure covering any portion of a building or structure, including the projections
beyond the walls or supports.
NP. Roofline. The highest edge of the roof or the top of a parapet, whichever establishes the top
line of the structure when viewed in a horizontal plane.
17.08.095 - "S."
I. Single -household dwelling. See "Dwelling, single -household."
IJ. Site coverage. The amount of impervious surface on a parcel, including structures, paved
driveways, sidewalks, patios, and other impervious surfaces.
K. Small lot single -household dwelling. See "Dwelling, small lot single -household."
3L. Smart growth. A mix of land uses that include the following:
L Take advantage of compact building design;
2. Create a range of housing opportunities and choices;
3. Create walkable neighborhoods;
4. Foster distinctive, attractive communities with a strong sense of place;
5. Preserve open space, natural beauty and critical environmental areas;
6. Strengthen and direct development towards existing communities;
7. Provide a variety of transportation choices;
Page 20 of 79
March 21, 2023 G - 73
8. Make development decisions predictable, fair and cost effective;
9. Encourage community and stakeholder collaboration in development decisions.
RM. Story. The space between the floor and the ceiling above said floor. Outside the CBD zone,
a basement shall be considered a story when more than half of the basement height is above the
finished lot grade. A half -story shall be considered when the space between a floor and ceilings
above said floor has at least one interior side wall that is five feet or less in height.
LN. Street. A vehicular way that affords a primary means of access to abutting property.
MO. Streetscape. The space between buildings on either side of a street. The elements that
contribute to the quality and character of streetscape are building fagades and awnings, sidewalks,
paving materials, signs, lighting, trees and landscaping, and street furniture and fixtures.
NP. Street right-of-way line. The boundary line between a street and abutting property. This may
or may not match a property's front lot line.
OQ Structure. Anything constructed in the ground, or anything erected which requires location
on the ground or water, or is attached to something having location on or in the ground and is over
30 inches in height above the ground level, but not including fences or walls used as fences six feet
or less in height.
PR. Structural alteration. Any change, other than incidental repairs, which would prolong the life
of the supporting members of a building, such as bearing walls, columns, beams, or girders.
QS. Subordinate. Less important than and secondary to a primary object, usually in these Zoning
Regulations referring to an accessory use.
17.08.4 00 - "T."
B. Through lot. See 'V�et-, thre ". `Lot, tales. "
D. Townhouse. See "Dwelling, townhouse. "
DE. Townsite block. A block of 450 or 500 feet by 300 feet dimension or a minimum of 3.1 acres
as created by the original platting of the townsite of Port Angeles.
Page 21 of 79
March 21, 2023 G - 74
BF. Trail. A pedestrian facility which is designated for travel and recreation purposes and which
may include sidewalks, portions of roadways, natural surfaced walkways, and structures such as
bridges.
FG. Trailer, house (automobile trailer, mobile home, recreational vehicle, or vacation trailer). A
vehicle without motor power designed to be drawn by a motor vehicle and to be used for human
habitation, a motor vehicle designed to be used for human habitation, and a manufactured home
which does not meet City Building Code or state and federal manufacturing standards.
LGH. Trailer park, trailer court, mobile home park, recreational vehicle park. Any premises on
which are parked one or more vehicles designed, intended, arranged, or used for living purposes, or
any premises used or held out for the purpose of supplying to the public a space for one or more such
vehicles, whether such vehicles stand on wheels or rigid supports.
141. Transit center. Any centralized structure, station, or transit facility that is primarily used, as
part of a transit system, for the purpose of loading, unloading, or transferring passengers from one
mode of transportation to another. This use does not include singular street -side bus stops.
U. Transitional housing. Defined by RCW 84.36.043.
3K. Trellis. A lattice work structure designed to support plant growth. Trellises that demarcate an
entryway to a yard, are detached from any other structure, other than a permitted fence, on the site,
have a minimum sidewalk span of four feet, depth of two feet and a height of eight feet, is exempt
from the requirement for a building permit and is not considered a structure.
17.08.130 - "Z."
B. Zoning Lot. See "Lot, zoning
BC. Zoning lot covenant. An agreement, on a form provided by the Department of Community
and Economic Development, which is recorded at the County Auditor's Office by a property owner
of two or more adjacent lots and which designates said lots as a single, lot of record.
CHAPTER 17.10 - R7, RESIDENTIAL, IOSMIXED DENSITY
Page 22 of 79
March 21, 2023 G - 75
17.10.010 - Purpose.
This is a lewmixed density residential zone intended to provide a diverse mix of
infill housing and urban residential neighborhoods eensihat historicall consisted of a mix of
single -household hemesdwellings, duplexes and ae dwelling u p& homes and includes infill
housing jypes on historic townsite-size lots. Uses which are compatible with and functionally related
to a single hauseheld residenfial a diverse mix of lower and mixed density environment may also be
located in this zone. Because of land use impacts associated with nonresidential uses, few
nonresidential uses are allowed in this zone and then only conditionally. This zone provides the basic
urban land use pattern for the City's lower- density resi enfi ' original townsite neighborhoods,
following a standard rectangular street grid system of 60-foot rights -of -way for local access streets
and 300-foot by 450 or 500-foot blocks with 3-5-50-foot by 140-foot original lots and usually
located in areas that are largely developed and closer to the center of the City or commercial
corridors.
17.10.020 - Permitted uses.
A. Adult family home.
B. Single -household dwellings.
pefmitted E)a alley leaded lots.
C. All residential uses meeting lot dimensional standards and comnlving with anblicable
structure design standards in Chapters 17.21 and 17.22 PAMC.
D. Exempted home occupations defined in Section 17.17.030 PAMC.
E. Child care provider.
F. Group living.
H. Cottage housing.
17.10.030 - Accessory uses.
A. Accessory dwelling units. See Section 17.21.020 RAMC.
B. All other non-commercial or non -industrial uses subordinate to the residential use of the lot.
Page 23 of 79
March 21, 2023 G - 76
1•�1S�I-SW�I�.R��]t..�l��l.��SSI..Ss..RRT1�1�I �•�\1S �S�RRSf�T}�
17.10.050 - Area, dimensional, and density requirements.
A.The following area and dimensional requirements apply to all R7 zones:
Tab-- 17.10.050-1
R7 zone area and dimensional requirements OL
Measurement Type
Limit
Reference and Additional Provisions
5,000 square feet
PAMC 17.94.020
Minimum lot area
3,500 square feet on
PAMC 17.94.030
alley l,..,aoa.,lley
PAMC 17.94.175
access lots
35 feet
Minimum lot
25 feet on alley-
width/frontage
galley access
lots
Density,
n4
minimum net
Municipal utility capacity (includingbut ut not
limited to stormwater, wastewater, and
Density,
nil unit per 1,750
electrical) shall be considered when assessing
maximum net
the feasibility � of an�pro posal that results in 3
that results in 3or
sqti��e tposal
more primary units on a single lot. A pre-
golication meeting_ is recommended to address
cgpacity.
Maximum
30 feet
35 feet where all roof forms above 30 feet have
building height
a minimum 3:12 roof pitch
In locations where stormwater runoff from
Maximum
65%
structures, paved driveways, sidewalks, patios,
site coverage
and other surfaces is managed on -site, per the
requirements of the Port Angeles Urban
Page 24 of 79
March 21, 2023 G - 77
Table 17.10.050-1
R7 zone area and dimensional requirements
Measurement Type
Limit
Reference and Additional Provisions
Services Standards and Guidelines
Manual Chapter 5, the project is exempt from
site coverage calculations (see
PANIC 17.94.135 for more information).
Minimum
PANIC 17.94.075
front setback
15 feet
PANIC 17.94.080
PANIC 17.94.120
Minimum front
PANIC 17.94.075
setback, alley access
10 feet
PANIC 17.94.080
PANIC 17.94.120
lot
Garage
20 feet
entrance setback
Minimum
2015 feet
rear setback
Minimum rear
setback, alley access
10 feet
lot
Minimum
side setback
5 feet
side sot,.,
feet
Minimum
5 feet
side setback (alley)
Detached Accessory Structure Requirements
Minimum rear
03 feet from lot lines abutting an alley, except 5
setback for accessory
10 feet
feet where a garage or carport entrance faces
structures in the rear
the alley. For small lot design standards, see
one-third of the lot
PANIC 17.21.010.
Page 25 of 79
March 21. 2023 G - 78
Table
R7 zone area and dimensional requirements
Measurement Type
Minimum side
setback for accessory
structures in the rear
one-third of the lot
Maximum
building height,
within required
prlmary structure
setbacks
Maximum
building height,
outside required
prlmary structure
setbacks
Maximum
building footprint
Limit
3 feet
Not to exeeed th
building 30
feet, 2 stories
Not to exceed the
primary structure
building height, 2
stories
Not to exceed the
primary structure
building footprint
17.10.080 - Design standards.
17.10.050-1
03 feet from lot lines abutting an alley, except 5
feet where a garage or carport entrance faces
the alley.
WIN
See the following Code sections for applicable design standards:
Detached small lot single -household dwellings: PAMC 17.21.010.
2. Accessory dwelling units: PAMC 17.21.020.
3. Cottage housing: PAMC 17.21.030.
4. Duplexes: PAMC 17.21.040.
5. Multifamily: PAMC 17.22.200, 17.22.300, 17.22.400.
CHAPTER 17.11 - R9, RESIDENTIAL, LOW DENSITY
Page 26 of 79
March 21, 2023 G - 79
17.11.020 - Permitted uses.
A. Adult family home.
B. Single -household dwellings.
C. Exempted home occupations defined in Section 17.17.030 PANIC.
D. Child care provider.
E. Group living.
F. Duplexes.
G. Cottage housing.
17.11.030 - Accessory uses.
A. Accessory dwelling units. See Section 17.21.020 PANIC.
B. All other non-commercial or non -industrial uses subordinate to the residential use of the lot.
B. GaF gee and , eAs
Non
eommervial gazebos,
greenhouses,G.
D. SwftrAning
storage
the Difeetoi:
sheds, and similm accessOfy stMetWes.
Co 1 Eeonomie De-,�elopmen
pools and eabanas,
E. Other- determined by
aeeessoi=y uses
to be the intent this
of
eompatible wi� of eh-,Vter-.
17.11.050 - Area, dimensional, and density requirements.
A.The following area and dimensional requirements apply to all R9 zones:
17.11.050-1
R9 zone area and dimensional requirements 511ramL
Measurement Type
Limit
Reference and Additional Provisions
PANIC 17.94.020
Minimum lot area
7,000 square feet
PANIC 17.94.030
PANIC 17.94.175
Page 27 of 79
March 21, 2023 G - 80
Table 17.11.050-1
R9 zone area and dimensional requirements
Measurement Type
Limit
Reference and Additional Provisions
Minimum lot
50 feet
width/frontage
Density,
n/a
minimum net
Density,
n/a
maximum net
Maximum
30 feet
building height
In locations where stormwater runoff from
structures, paved driveways, sidewalks, patios,
Maximum
and other surfaces is managed on -site, per the
site coverage
60%
requirements the Port Angeles Urban Services
Standards and Guidelines Manual Chapter 5, the
project is exempt from site coverage calculations
(see PANIC 17.94.135 for more information).
Minimum
20 feet
front setback
Garage
20 feet
entrance setback
Minimum
25 feet
rear setback
PANIC 17.94.075
PANIC 17.94.080
Minimum
PANIC 17.94.120
side setback
7 feet
Minimum
13 feet
side setback (street)
Minimum
7 feet
side setback (alley)
Page 28 of 79
March 21. 2023 G - 81
Table
17.11.050-1
R9 zone area and dimensional requirements
Measurement Type Limit Reference and Additional Provisions
Detached Accessory Structure Requirements
Minimum rear
setback for accessory 83 feet from lot lines abutting an alley, except 5
structures in the rear 10 feet feet where a garage or carport entrance faces the
one-third of the lot alley.
Minimum side
setback for accessory
structures in the rear
one-third of the lot
Maximum
building height,
within reauired
mimary structure
setbacks
Maximum
building height
outside required
nrimary structure
setbacks
Maximum
building footprint
3 feet
Not too ee two
btfilding 30
feet, 2 stories
Not to exceed the
primary structure
building hei _ hg t, 2
stories
Not to exceed the
primary structure
building footprint
83 feet from lot lines abutting an alley, except 5
feet where a garage or carport entrance faces the
alley.
CHAPTER 17.12 - R11, RESIDENTIAL, LOW DENSITY
17.12.020 - Permitted uses.
Page 29 of 79
March 21, 2023 G - 82
A. Adult family home.
B. Single -household dwellings.
C. Exempted home occupations defined in Section 17.17.030 PAMC.
D. Child care provider.
E. Group living.
F. Cottage housing.
17.12.030 - Accessory uses.
A. Accessory dwelling units. See Section 17.21.020 PAMC.
B. All other non-commercial or non -industrial uses subordinate to the residential use of the lot.
B. Gamges and eafpeAs.
Qrvrreem400uscTgazebos, ster-a e sheds, and smilaf aeees sv^i=y stfuettwes.
D. Sw4uming pools and eabanas-.
17.12.050 - Area, dimensional, and density requirements.
A. The following area and dimensional requirements apply to all RI 1 zones:
I
Tabl 7.12.050-1
RI zone area and dimensional requirement
Measurement Type
Limit
Reference and Additional Provisions
PAMC 17.94.020
Minimum lot area
9,000 sf
PAMC 17.94.030
PAMC 17.94.175
Minimum lot
65 feet
width/frontage
Density,
n/a
minimum net
Page 30 of 79
March 21, 2023 G - 83
Table 17.12.050-1
R11 zone area and dimensional requirements
Measurement Type
Limit
Reference and Additional Provisions
Density,
n/a
maximum net
Maximum
30 feet
building height
In locations where stormwater runoff from
structures, paved driveways, sidewalks, patios,
and other surfaces is managed on -site, per the
Maximum
50%
requirements of the Port Angeles Urban
site coverage
Services Standards and Guidelines
Manual Chapter 5, the project is exempt from
site coverage calculations (see
PANIC 17.94.135 for more information).
Minimum
20 feet
front setback
Garage
20 feet
entrance setback
Minimum
25 feet
rear setback
PANIC 17.94.075
PANIC 17.94.080
Minimum
PANIC 17.94.120
side setback
7 feet
Minimum
13 feet
side setback (street)
Minimum
7 feet
side setback (alley)
Detached Accessory Structure Requirements
Page 31 of 79
March 21. 2023 G - 84
Table
17.12.050-1
R11 zone area and dimensional requirements
Measurement Type Limit I Reference and Additional Provisions
Minimum rear
setback for accessory
structures in the rear
one-third of the lot
Minimum side
setback for accessory
structures in the rear
one-third of the lot
Maximum
building height,
within required
primary structure
setbacks
Maximum
building height,
outside required
prlmary structure
setbacks
Maximum
building footprint
10 feet
3 feet
Not to exeeed two
btfilding 30
feet, 2 stories
Not to exceed the
primary structure
building height, _ 2
stories
Not to exceed the
primary structure
building footprint
03 feet from lot lines abutting an alley, except 5
feet where a garage or carport entrance faces the
alley.
03 feet from lot lines abutting an alley, except 5
feet where a garage or carport entrance faces the
alley.
CHAPTER 17.13 - RTP - RESIDENTIAL TRAILER PARK
17.13.010 - Purpose.
This is a medium density residential zone intended for mobile home occupancies, and the area is
regarded as essentially residential in character. Few nonresidential uses are allowed in this zone and
then only conditionally, because of land use impacts associated with nonresidential uses. This zone
Page 32 of 79
March 21, 2023 G - 85
provides the basic urban land use pattern for the City's small lot, sing e f milt' Ingle -household,
mobile home parks, following an irregular urban land use pattern of private access roads and
minimum 3500 square foot lots.
17.13.020 - Permitted uses.
A. Manufactured homes on individual lots that meet the development standards minimum lot
area and dimension requirements of the RS-7R7 Zone.
B. Mobile homes.
C. -r, aile,. „aFk . Cottage Housing
D. Park Models
17.13.040 - Conditional uses. Trailer nark development standards.
A. Location: Trailer parks may be located upon approval of the Hearing Examiner in and
in which middle and multifamily housing is permitted. Each boundary of the park must be at least
200 feet from any permanent residential building located outside the park, unless separated therefrom
by a natural or artificial barrier, or unless a majority of the property owners according to area within
said 200 feet, consent in writing to the establishment of the park.
B. Driveways, walkways:
1. All mobile home spaces shall abut upon a private roadway, which is not less than 25
feet in width and which shall have unobstructed access to a public street or highway.
2. Walkways not less than two feet wide shall be provided from the mobile home spaces
to the service buildings_
3. All driveways and walkways within the park shall be lighted at night with electric
lamps of not less than 50 watts each, spaced at intervals of not more than 100 feet.
C. Screening: Excebting the entrance-driveway. a screening of evergreen trees or shrubs shall
be maintained at a planting height of five feet and at a height of 12 feet at full growth, in the front,
side, and rear yards of every trailer park.
D. Signs: Signs not to exceed 12 sauare feet shall be bemutted. No lighted suns of anv bind
shall be permitted. One sign per trailer park.
Page 33 of 79
March 21, 2023 G - 86
E. Sanitation facilities: Each trailer park shall be provided with toilets, baths, or showers, slop
sinks and other sanitation facilities which shall conform to all City and State Health Rules and
Codes.
F. Water suly: An adequate supply of pure water for drinking and domestic purposes shall be
supplied by pipes to all buildings and mobile home spaces within the park to meet the requirements
of the park. Each mobile home space shall be provided with a cold water tap at least four inches
above the ground. An adequate supply of hot water shall be provided at all times in the service
buildings for all bathing, washing, cleansing, and laundry facilities.
G. LaundrEfacilities: Laundry facilities shall be provided with one single laundry tray and one
automatic or semi -automatic type washing machine for each ten mobile home spaces or any less
number thereof.
H. Service buildings:
1. Service buildings housing sanitation and laundry facilities shall be permanent
structures complying with all applicable ordinances and statutes regulating building,
electrical installations, and plumbing systems.
2. Service buildings housing sanitation facilities shall be located not closer than 20 feet
nor farther than 200 feet from any mobile home space.
I. Sewage and refuse disposal: Waste from showers, bath tubs, flush toilets, urinals, lavatories,
slop sinks, and laundries in service and other buildings and from each trailer within the park shall be
discharged into a public sewer system in compliance with applicable ordinances.
J. Garbage eptacles: Regulation garbage receptacles with tight -fitting covers shall be
provided in quantities to permit disposal of all garbage and rubbish. Garbage_ptacles may be
located in fps not farther than 100 feet from any mobile home space. The receptacles shall be
kept in sanitary condition at all times. Garbage and rubbish shall be collected and disposed of as
frequently_ any be necessary to ensure that individual garbage eg receptacles shall not overflow.
K. Fire protection: EvM park shall be equipped at all times with fire extinguishing_ equipment
in good working order, of such type, size and number and so located within the park as to satisfy
applicable reasonable regulations of the Fire Department. No open fires shall be permitted at any
place which may endanger life or property.
17.13.050 - Area and dimensional requirements for trailer parks.
Page 34 of 79
March 21. 2023 G - 87
i � �/�l�li/.�13�'�.7.R'�'r�.lSSrslit:!ll�.ti'15�!!'1'�/:REf■-l�9lA
E'ID=E��EI�:�R'EffEl�7: R7:17: _ R'Zl�.�:fE'lRl�:lE'!i!!llir:!!lI:�SGTt}!�!!!!!!�:■
i
Table 17.13.050-1
RTP zone area and dimensional requirements
Measurement Type
Limit
Reference and Additional Provisions
Minimum area Trailer
1.4 acres
Land must be contiguous. Total land area
ratio to include driveways, toilet and laundry
buildings, playground -recreation open
Park
spaces, individual trailer sites, and caretaker's
quarters.
Minimum lot area
3,500 sf
Minimum lot
width/frontage
25 feet
Maximum
building height
30 feet
Page 35 of 79
March 21, 2023 G - 88
In locations where stormwater runoff from
structures, paved driveways, sidewalks,
patios, and other surfaces is managed on -site,
per the requirements of the Port Angeles
Maximum
site coverage
65%
Urban Services Standards and Guidelines
Manual Chapter 5, the project is exempt
from site coverage calculations (see PAMC
17.94.135 for more information).
Minimum
front setback
10 feet
Garage
entrance setback, street
20 feet
PAMC 17.94.075
PAMC 17.94.080
PAMC 17.94.120
and alley
Minimum
rear setback
10
Minimum
side setback
7 feet
Minimum
side setback, exterior
10 feet
trailer park lot
17.13.060 - required -.-Density requirements for trailer parks.
A. Density shall not exceed one trailer for every 3,500 square feet (12.44 units/acre) of total land
area. Said total land area ratio to include driveways, toilet and laundry buildings, playground -
recreation open spaces, individual trailer sites, and caretaker's quarters.
B. A minimum of ten percent of the total area of a trailer park shall be reserved and shall be
used solely and exclusively for a recreation open space.
C. In the interests of fire prevention, there shall be a minimum space of 14 feet between trailers,
including cabanas.
17.13.070 - Signs permitted. Procedure for approval
r. �e�er_e�.�. �resse�erseer_*: r_r:ti�e�
The procedure for approval of an RTP shall be composed of four steps:
Page 36 of 79
March 21. 2023 G - 89
A. Conceptual plan and pre -application submittal and neighborhood meeting. This step occurs
before an RTP application is accepted as complete by the City;
B. Public hearingon n the preliminary development plan and, if applicable, the preliminaa plat
and other permit actions;
C. Approval by the Hearing Examiner of the preliminary development plan and other actions
as applicable after the close of the public hearing; and
D. Action on the final development plan and plat by the Department of Community and
Economic Development DCED). Final approval may only be after all conditions of
approval have been met or bonded for b. t�pplicant. No lots may be offered for sale prior
to prelimigM plat approval by the Hearing Examiner.
17.13.080 - Trailers. Pre -application review
House tmiler-s, automobiles, automobile tFailer-s, mobile homes, pafk model manufae4wed ,
beats, r-eefeation vehieles, vaeation b�ailer-s and eampefs used for- residefA4a! purposes shall not
Prior to applying for a RTP, a developer shall submit a conceptual plan to the Department of
Community and Economic Development (DCED). The conceptual elan will be reviewed for its
general compliance with the intent, standards and provisions of this chapter and other City
ordinances by the appropriate departments of the City, and written comments in regard to the plan
will be furnished to the developer. The conceptual plan shall contain in sketch form all of the
information reauired in subsections 17.13.090.E. and G.
After the conceptual plan review and prior to accepting a RTP application, the City shall
require a neighborhood meeting. The neighborhood meeting shall be organized and sponsored by
the project proponent. Neighbors within 300 feet of the proposed location shall be included in
notification of the meeting. The purpose of the meeting will be to solicit information regarding design
alternatives to minimize any adverse impacts from the RTP and to alleviate community concerns.
17.13.090 - Trailer parks, procedure
Page 37 of 79
March 21. 2023 G - 90
IN
The application for a RTP shall contain the following_
A. The name, location and legal description of the proposed development, together with the
names, addresses and telephone numbers of the recorded owners of the land and of the
applicant and, if applicable, the names, addresses and telephone numbers of gny land
surveyor, architect, planner, designer, or engineer responsible for the preparation of the plan,
and of any authorized representative of the applicant.
B. A narrative explaining the proposed use or uses of the land and building, including the
proposed number of dwelling units by_type; information on any special features, conditions
of which cannot be adequately shown on drawings; and an explanation of covenants,
continuous maintenance provisions, and/or homeowners association for the project, if
applicable.
C. A survey of the property showingexisting xisting features, including contours at five-foot intervals,
existing buildings, structures, streets, utility easements, rights -of -way, environmentally
sensitive areas, and existing land uses.
D. Preliminary site plans showingeg and proposed contours at five-foot intervals, location
and dimensions of proposed buildings, open space, recreation areas, parking areas,
circulation, landscape areas, subdivision platting and general arrangement.
E. Detailed site statistics including, but not limited to:
1. Total site area in both acres and square feet;
Page 38 of 79
March 21. 2023 G - 91
2. Site coverage expressed in square feet and percentage of;
a. Total footprint area of buildings for:
i. Residential structures;
ii. Non-residential structures.
b. Roadway and sidewalk paved surfaces;
C. Parking lot areas;
d. Any areas paved with permeable paving systems;
3. Total area in lots;
4. Open space area:
a. Common usable open space (must be 15 percent of site);
b. Total area dedicated to open space (must be 30 percent of site)
5. Number and location of off-street parking spaces;
6. Number of residential units proposed;
7. Total number of lots being created;
8. Density of site expressed as residential units per acre.
F. A preliminM plat, if applicable, pursuant to Chapter 58.17 RCW and Chapters 16.04 and
16.08 PAMC.
G. A preliminary utilities plan, including fire ire hydrant locations.
H. A preliminary storm drainage plan with calculation of impervious areas.
I. A circulation plan showing all means of vehicular and pedestrian ingress and egress to and
from the site; size and location of driveways, streets, sidewalks, trails, and off-street parkin
spaces. Any new traffic control devices required for the safe _ of the project must be shown.
J. Mailing labels of property owners within 300 feet of the proposed project pursuant to section
17.96.140 PAMC.
17.13.100 - Additional development standards. Routing and staff recommendations
een&ienM iise pem+A from said Hea6ag EN i , . i-y zone in eh meltiple dwellings
pefmitted. Eac-h boundary of the park must be at least 200 fM 4em any pefmanet# r-esidet#W
Page 39 of 79
March 21, 2023 G - 92
F�.�re:�rs!�r�.. .tiTirE�_ .resa�s�sss�s�srts�asstie:�irr
..........
....... .
ft
IIILL-a
I
M111
_ rite ss�e:�r �rrs:!�r res:r �. �ste!ri!se�r:eeeA
Page 40 of 79
March 21, 2023 G - 93
.91
Upon receipt of an application satisfying the requirements of section 17.13.090, the
Department of Communitv and Economic Development (DICED) shall route the same to all
appropriate City Departments. Each department shall return recommendations and comments
regardingthe he application to DCED. The Planning Division shall prepare a report to the Hearing
Examiner summarizing the factors involved, the recommendations of other departments and the
DICED includingfindings and conclusions. A cony of the report shall be mailed to the applicant and
copies shall be made available, at cost, for use by interested party.
17.13.110 Hearing Examiner public hearing —Scheduling and notice.
Upon receipt of an application satisfying the he requirements of section 17.13.090, the DICED
shall schedule a public hearing before the Hearing Examiner. Public notice shall be given as provided
in section 17.96.140.
17.13.120 Hearing Examiner decision —Preliminary development plans.
Prior to making a decision on an application for a preliminary RTP, the Hearing Examiner shall
hold a public hearing. The Hearing Examiner's decision for approval, denial, or approval with
modifications or conditions, shall be in written form based upon compliance with section 17.13.050
and the following criteria:
Page 41 of 79
March 21. 2023 G - 94
A. The proposed development will comply with the policies of the comprehensive plan and
further attainment of the objectives and goals of the comprehensive plan.
B. The proposed development will, through the improved utilization of open space, natural
topography, transitional housing densities and integrated circulation systems, create a
residential environment of higher _ quality than that normally achieved by traditional
development of a subdivision.
C. The proposed development will be compatible with adjacent, existing, and future
developments.
D. All necessary municipal utilities, services and facilities, existing and proposed, are adequate
to serve the proposed development.
17.13.130 Reserved.
17.13.140 Final approval Residential Trailer Park (RTP).
Application for final approval of a RTP that involves subdivision of the underlying propg . shall
be submitted within five years of preliminary RTP approval. An application for final review of a
RTP that does not involve a subdivision of the underliningproperty shall be submitted within two
years of the preliminary development plan approval; provided, that for phased RTP's, each phase
shall have an additional one -.period for final approval; and provided further, that an applicant
may apply to the Hearing Examiner, and the Hearing Examiner may approve, one or more one -ye
extensions as the Hearing Examiner may deem appropriate. The site must be under one ownership
prior to final approval by the Hearing Examiner, and the application for final approval must be made
by the owners of the entire site. The application shall include the following_
A. A title report showing record ownership of the parcel or parcels upon which the RTP is to be
developed.
B. Adequate assurance for the retention and continued maintenance of common open space,
recreation facilities and recreation structures. If development is to be done in phases, each
phase must meet the requirements of this section.
C. Adequate assurance for the retention and continued maintenance of environmentally
sensitive areas and their buffers. If development is to be done in phases, each phase must
meet the requirement of this section.
Page 42 of 79
March 21. 2023 G - 95
D. Final development plans that shall be in compliance with the approved preliminarX
development plans.
E. The final plat, if applicable, pursuant to Chapter 58.17 RCW and Chapters 16.04 and 16.08
PAMC.
F. Development schedule.
G. Bond or other form of security acceptable to the City in a sufficient amount to complete the
project or submitted phase, as determined by the City.
H. Covenants, conditions and restrictions and/or homeowners' association agreement.
17.13.160 Final action.
The Director of Community and Economic Development shall review the application for
final approval and shall approve, deny, or approve with modifications the final development plan
and, if applicable, the final plat. Approval of the final development plan shall be by ordinance and a
copy of the final RTP shall be filed with and made a part of said ordinance. The zoning map shall be
amended to indicate the extent of the approved RTP, and all future development of the site shall be
in conformance with the approved RTP.
17.13.170 Building permits.
The Building Division shall issue building permits for buildings and structures that conform
with the approved final development plans for the RTP and with all other applicable City and state
ordinances and regulations. The Building Division shall issue a certificate of occupancy for
completed nonresidential buildings or structures that conform to requirements of the approved final
development plans and all other applicable City and state ordinances and regulations for such
occupancies. The construction and development of all common usable open spaces, including
recreational facilities, and other public improvements of each project phase must be completed
before any certificates of occupancy will be issued except when bonds or other acceptable forms of
security are deposited assuring the completion of such facilities within six months of approval of
final RTP.
17.13.180 Modifications after final approval.
Page 43 of 79
March 21. 2023 G - 96
The final approval shall be binding upon the development. Design variations from the plan
must be submitted to the Hearing Examiner for approval and amendment of the ordinance, except
for minor changes, as follows: The DCED is authorized to allow minor adjustments in the
development schedule, location, placement, height or dimension of buildings and structures, not to
exceed an alteration of ten percent in height or ten feet in any other direction, when such minor
changes and alterations are required by engineering and other circumstances not foreseen or
reasonably foreseeable at the time of approval of the final development plans; except that such
adjustments shall not increase the total amount of floor space authorized in the approved final RTP,
or the number of dwelling units or density, or decrease the amount of parking or loading facilities,
or permit buildings to locate closer to the closest boundary line, or decrease the amount of open
space, or decrease the recreation facilities, or change M points of ingress or egress to the site, or
extend the development schedule for not more than 12 months.
CHAPTER 17.14 - RMD - RESIDENTIAL, MEDIUM DENSITY
17.14.020 - Permitted uses.
A. Aeeessofy dwelling tmits. All residential uses meeting lot dimensional standards and
complyin with applicable structure design standards in Chapters 17.21 and 17.22 PAMC.
B. Adult family homes.
C. Bed and breakfasts.
D. Child care facility.
E. Child care provider.
F. Short-term rental.
G. Group living.
H. Single -household dwellings existing as of December 21, 2021.
L Multi family dwellings 03ttildings with six units or- less).
K. Duplexes.
h. Cottage housing.
17.14.030 - Accessory uses.
Page 44 of 79
March 21, 2023 G - 97
to be eempatible with the intent of this ehapter.
A. Accessory dwelling units. See Section 17.21.020 PAMC
B. All other non-commercial or non -industrial uses subordinate to the residential use of the lot.
17.14.050 - Area, dimensional, and density requirements.
A. The following area and dimensional requirements apply to all RMD zones:
Table 1W 1W 1W
RAM zone area and dimensional requirements
17.14.050-1
Measurement Type I Limit I Reference and Additional Provisions
PANIC 17.94.020
Minimum lot area 3,500 sf PANIC 17.94.030
PAMC 17.94.175
Density,
8 units/acre
minimum net
Maximum 40 feet where all roof forms above 35 feet have a
35 feet
building height minimum 3:12 roof pitch
Page 45 of 79
March 21, 2023 G - 98
Table 17.14.050-1
RAM zone area and dimensional requirements
Measurement Type
Limit
Reference and Additional Provisions
In locations where stormwater runoff from
structures, driveways, sidewalks, patios, and other
surfaces is managed on -site, per the requirements
Maximum
75%
of the Port Angeles Urban Services Standards and
site coverage
Guidelines Manual Chapter 5, the project is
exempt from site coverage calculations (see
PANIC 17.94.135 for more information).
Minimum
15 feet
front setback
Garage
20 feet
entrance setback
Minimum
15 feet
rear setback
PANIC 17.94.075
PAMC 17.94.080
Minimum
PANIC 17.94.120
5 feet
side setback
Minimum
5 feet
side setback (street)
Minimum
5 feet
side setback (alley)
Detached Accessory Structure Requirements
Page 46 of 79
March 21. 2023 G - 99
Table 17.14.050-1
RAM zone area and dimensional requirements
Measurement Type
Limit
Reference and Additional Provisions
Minimum rear
setback for accessory
03 feet from lot lines abutting an alley, except 5 feet
5 feet
structures in the rear
where a garage or carport entrance faces the alley.
one-third of the lot
Minimum side
setback for accessory
03 feet from lot lines abutting an alley, except 5 feet
5 feet
structures in the rear
where a garage or carport entrance faces the alley.
one-third of the lot
A 25% height bonus is available if the detached
Not to exceed the
Maximum
structure is within the building envelope required
primary structure
building height
of a principal structure in the zone that the property
building height
is located.
Not to exceed the
Maximum
primary structure
building footprint
building footprint
CHAPTER 17.15 - RHD - RESIDENTIAL, HIGH DENSITY
17.15.020 - Permitted uses.
A. Aeeessefy dwelling tmits. All residential uses meeting lot dimensional standards and
complying with gpplicable structure design standards in Chapters 17.21 and 17.22 PAMC.
B. Adult family homes.
Page 47 of 79
March 21, 2023 G - 100
C. Bed and breakfasts.
D. Child care provider.
E. Child care facility.
F. Short-term rental.
G. Group living.
H. N4ttlfi family dwellings.
1H. Single -household dwellings existing as of December 21, 2021.
17.15.030 - Accessory uses.
A. Exempted home occupations.
B. Garages and ear-pe s. Accessory dwelling units. See Section 17.21.020 PAMC. -
All other non-
commercial or non -industrial uses subordinate to the residential use of the lot.
D. Sw4uming pools and eabanas,
K Private television satellite r-eeeption dishes,
17.15.050 - Area, dimensional, and density requirements.
A. The following area, dimensional and densi . requirements apply to all RHD zones:
Table 17.15.050-
RHD zone area and dimensional requirements
Measurement Type
Limit
Reference and Additional Provisions
Minimum lot area
n/a
PAMC 17.94.020
PAMC 17.94.030
PAMC 17.94.175
Page 48 of 79
March 21, 2023 G - 101
Density,10
units/acre
minimum net
Densi
N/A
maximum net
Maximum
50 feet where all roof forms above 45 feet
45 feet
building height
have a minimum 3:12 roof pitch
hi locations where stormwater runoff from
structures, driveways, sidewalks, patios, and
other surfaces is managed on -site, per the
requirements of the Port Angeles Urban
Maximum
site coverage
75%
Services Standards and Guidelines Manual
Chapter 5, the project is exempt from site
coverage calculations (see PAMC 17.94.135
for more information).
Minimum
15 feet
front setback
Garage
20 feet
entrance setback
PAMC 17.94.075
Minimum
rear setback
15 feet
PAMC 17.94.080
Minimum
5 feet
PAMC 17.94.120
side setback
Minimum
5 feet
side setback (street)
5 feet
Minimum
side setback (alley)
Detached Accessory Structure Requirements
Minimum rear
3 feet from lot lines abuttingan n allge t
setback for accessory
5 feet
5 feet where a garage or carport entrance
structures in the rear
faces the alley.
one-third of the lot
Minimum side
setback for accessory
5 feet
3 feet from lot lines abutting an alley, except
5 feet where a garage or carport entrance
structures in the rear
faces the alley.
one-third of the lot
A 25% height bonus is available if the
detached structure is within the building
Maximum
Not to exceed the primary
structure building height
envelope required of a principal structure in
building height
the zone that the property is located.
Page 49 of 79
March 21. 2023 G - 102
Maximum Not to exceed the primary
building footprint structure building
fog rint
B. Exceptions to maximum lot and site coverage:
1. An additional ten percent coverage that enables development to achieve the allowed
maximum density of the RHD zone per 17.15.050.A.; or
2. An additional ten percent coverage for development that is reserved as affordable
housing. All applicants seeking bonus impervious surface for inclusion of affordable
housingshall a mechanism to ensure that affordable housing remains
affordable for the life of the project. Such mechanism shall be approved by the City
Attorney in conjunction with the Department of Community and Economic
Development, and shall be recorded on the land title; in addition:
3. In locations where stormwater runoff from structures, driveways, sidewalks, patios
and other surfaces is designed to infiltrate on -site, according to the requirements
in Chapter 5 of the City of Port Angeles Urban Services Standards and Guidelines
manual, portions of the project can be exempt from lot and site coverage calculations.
(See PAMC 17.94.135 for exemptions.)
17.15.060 - Off-street parking.
Parking shall be provided as required by h Ater 14.40 of the Port Angeles Municipal Code.
17.15.070 - Signs permitted.
A. Pennitted uses: Signs not larger than ten square feet, lighted, but not flashing or intermittent.
One per building,
B. Conditional uses: Size and type as determined by Hearing Examiner.
CHAPTER 17.20 - COMMERCIAL ZONES
17.20.020 - Permitted uses.
Page 50 of 79
March 21. 2023 G - 103
i
Table 17.20.020
Principal uses permitted in commercial zones
Principal Use
CBD
CA
CSD
CN
CO
Condition/Refere
Dwelling Units
Single -household
dwelling
Existing single -
household dwelling
(as of the adoption
P
P
P
P
date of this
ordinance)
Ground Floor
P
(x) Must meet block frontage
Residential
—
standards
Accessory dwelling
P
P
P
P
PAMC 17.21.020
unit
Commercial
Caretaker Unit
P
P
P
P
P
PANIC 17.21.025
N Only on lots that do not front
Cottage housing
p (X)
p (X)
p (X)
p
on Mixed block frontages (see
PANIC 17.22.110).
PANIC 17.21.030
PANIC 17.21.040
Duplex
p (X)
p N
p (X)
p
(x) Only on lots that do not front
on Mixed block frontages (see
PANIC 17.22.110).
N Maximum 6 attached units
Townhouse
P
P
P
P (X)
PANIC 17.21.050
Page 51 of 79
March 21. 2023 G - 104
Table 17.20.020
Principal uses permitted in commercial zones
Principal Use
CBD
CA
CSD
CN
CO
Condition/Reference
Multi -family
P
P
P
P
P
Chapter 17.22 PAMC
Supportive Housing
Permanent supportive
housing
C
C
P
P
C
Must be designed as one of the
dwelling unit types permitted in
the zone.
Transitional housing
P
P
P
C
C
Must be designed as one of the
dwelling unit types permitted in
the zone.
Emergency housing
P
P
C
C
C
Emergency shelter
P
P
C
C
C
Group Living
Adult family home
P
P
P
P
P
Must be designed as one of the
dwelling unit types permitted in
the zone.
Assisted living
facility
P
P
P
Nursing home
P
P
P
Hospice
C
Child Care
Child care provider
P
P
P
P
P
Child care facility
P
P
P
P
P
Civic
Page 52 of 79
March 21. 2023 G - 105
Table 17.20.020
Principal uses permitted in commercial zones
Principal Use
CBD
CA
CSD
CN
CO
Condition/Reference
Clubs and lodges
P
P
C
C
Conference centers
P
P
Libraries, community
centers, museums,
P
P
P
P
C
aquariums
Fire stations
C
C
C
C
Public parks and
P
P
P
P
P
recreation facilities
Utility buildings and
P
C
C
C
structures
Industrial
When located on the ground floor,
a high volume pedestrian -oriented
Artisan
use adjoining the building's
manufacturing
P
P
P
P N
entrance on a street is required
N Maximum 3,500 gross square
feet, except for breweries and
distilleries
Impound yards
PANIC 17.94.040
Cold storage lockers
P
C
C
Salvage and recycling
C
PANIC 17.94.040
Self-service storage
Warehousing
Page 53 of 79
March 21. 2023 G - 106
Table 17.20.020
Principal uses permitted in commercial zones
Principal Use
CBD
CA
CSD
CN
CO
Condition/Reference
Medical
Chemical
dependency
treatment and
P
P
detoxification centers
Hospital
P
Medical offices and
laboratories
P
P
P
P
P
Office
Professional,
business, and media
P
P
P
P
P
offices
Private educational
P
P
P
P
C
services
Overnight Lodging
Bed and breakfasts
P
P
P
P
P
Hotels, motels, and
hostels
P
P
C
C
C
Short-term rental
P
P
P
P
C
Recreation
Indoor recreation
P
P
Indoor theater
P
P
Page 54 of 79
March 21, 2023 G - 107
Table 17.20.020
Principal uses permitted in commercial zones
Principal Use
Ak—
CBD
CA
CSD
CN
CO
Condition/Reference
Recreational camps
Retail and Restaurants
Art gallery
P
P
P
P
C
For sidewalk cafes, see Street Use
Ordinance No. 2229 as amended
Food and beverage
P
P �x�
P
P
by 2350
establishments
N Conditional when an alley that
provides customer access abuts
residentially zoned property.
Boat sales
C
Retail sales
Applies to individual business
(by net floor area)
establishments.
<10,000 square feet
P
P
P
P
NFA
10,000-49,999
P
P
P
square feet NFA
50 000100 000
N CUP not required for building
square feet NFA
P
C
additions of up to 10% of existing
net floor area.
>100,000 square feet
P
NFA
Conditional when over 100,000
Retail sales, heavy
P (x)
square feet net floor area
PAMC 17.94.040
Vehicle sales
P
Page 55 of 79
March 21. 2023 G - 108
Table 17.20.020
Principal uses permitted in commercial zones
Principal Use
CBD
CA
CSD
CN
CO
Condition/Reference
Service
Animal care
P
P
P
P
P
PAMC 17.20.030(A)
Consumer goods
P
P
P
P
services
Funeral homes and
p
C
C
C
mortuaries
Personal care services
P
P (X)
P
p
P
(x) Massage parlors, saunas and
steam baths are conditional
Transportation Services
Automotive service
(x) Auto body and paint shops and
and repair
P (x)
auto engine repair shops are
conditional.
Car wash
P
C
C
Ferry, seaplane, and
P
P
helicopter facilities
Fuel station
p
p
C (X)
N Must be accessory to a
convenience or grocery store
Transit center
P
P
P
Parking lots and
garages
P (X)
P
P
P
P
N Structured parking garages only
(as a principal use)
Vehicle rental
P
Page 56 of 79
March 21. 2023 G - 109
Table 17.20.020
Principal uses permitted in commercial zones
Principal Use
Ak—
CBD
CA
CSD
CN
CO
Condition/Reference
Vessel moorage,
� Boat service facilities are a
marinas, and research
P �
conditional use
vessels
17.20.25 Accessory Uses
Accessory uses determined by the Director of Community and Economic Development to be
compatible with the purpose of this chapter may be established.
CHAPTER 17.21- RESIDENTIAL INFILL DESIGN STANDARDS
17.21.010 - Small lot single -household.
C. Driveway access and garage standards.
1. All garages and on -site parking must be accessible from the alley with exception of
alley/street subdivisions resulting in lots less than 5,000 sf (see PAMC 14.40.045 for parking
reduction tools).
2. For individual garage or carport units facing an alley, driveways must be designed to
prevent parked cars from protruding into alleys. Such driveways must be either less than five
feet long or longer than 20 feet, measured along the centerline of the driveway.
D. Entry standards.
1. For new dwellings, the fagade facing the street must be designed as the front of the
dwelling with a primary building entrance and a covered pedestrian entry, such as a covered
porch or recessed entry, with minimum weather protection of three feet by three feet.
2. Clear and obvious pedestrian access between the sidewalk the building entry is
required for new dwellings. Alley frontage lots require clear pedestrian access between the
alley and building entry.
Page 57 of 79
March 21, 2023 G - 110
Figure
Small lot entry configuration examples
17.21.010(D)
17.21.020 - Accessory dwelling unit (ADU).
A. Purpose. The purpose of an accessory dwelling unit is to:
L Add affordable units to existing housing and make housing units available to people
who might otherwise have difficulty finding homes within the City.
2. Promote the development of additional housing options in residential neighborhoods
that are appropriate for people at a variety of stages of their lives.
3. Provide homeowners with a means of obtaining, through tenants in either the
accessory dwelling unit or the principal residence, rental income, companionship, or security.
4. Protect neighborhood stability, property values, and the character of the
neighborhood.
B. Standards. An ADU, in any zone, must comply with the following development standards:
L Configuration. An ADU may be located either within, attached to, or detached from
a primary structure housing a primary single -household dwelling.
2. Density. Only one ADU may be created in conjunction with each single -household
dwelling or duplex. The ADU must be located on the same ze lot as the single hetisehe4d
dwelling primary structure. Accessory housing which conforms to the standards in this
chapter shall not be considered to exceed the allowable density for the lot upon which it is
Page 58 of 79
March 21, 2023 G - 111
located and shall be considered a residential use which is consistent with the comprehensive
plan and zoning designation for the lot.
3. Minimum lot size. An ADU must not be established on any parcel smaller than 3,500
square feet, or that alreadypark model permitted on it.
4. Maximum unit size. The ADU must not exceed 50 percent of the gross f'^^r area e
the pfimafy single heiisehold dwelling average gross floor area of all other dwelling units on
the lot, not including a detached garage and/or a detached accessory building, or 600 square
feet, whichever is larger. The „mit may t be more dmn one L.orl,-.,.,,,.
5. Setbacks, height, and site coverage. ADUs must comply with all dimensional
standards including the site coverage, height, and setback requirements of the zone.
6. Scale and visual subordination. The ADU must be visually subordinate to the
primary unit. If the ADU is located within an existing residence, there can only be one main
entrance located on the primary street -facing facade of the single f ,. ily single -household
residential structure, unless the residence contained additional entrances before the ADU was
proposed. Detached ADU's and entrances that do not have access from the ground, such as
an entrance from a balcony or deck, are exempt from this standard.
7. Parking. The off-street parking requirements set forth in Chapter 14.40 must be
provided and maintained for the primary dwelling. No additional parking is required for an
ADU.
8. Addressing. A separate address must be created for the ADU:_
Figure V
Detached accessory dwelling unit examples
17.21.020(A)
Page 59 of 79
March 21, 2023
G - 112
B. Park Model Alternative. A Park Model meetingthe he requirements of WAC 296-150P may be
placed on a lot in place of a detached ADU in all zones where ADUs are an allowed accessory use
when the followingdevelopment standards are met.
1. Configuration. A Park Model may be used as an accessory use in conjunction with a primary
structure housing a primary single -household dwelling or duplex.
2. Density. Only one Park Model may be placed in conjunction with each single -household
dwelling or The Park Model must be located on the same zoning lot as the primary
structure. A Park Model which conforms to the standards in this chapter shall not be
considered to exceed the allowable density for the lot upon which it is located and shall be
considered a residential use which is consistent with the comprehensive plan and zoning
designation for the lot..
3. Minimum lot size. A Park Model must not be established on anyparcel smaller than 3,500
square feet.
4. Setbacks, height, and site coverage. Park Models must comply with all dimensional
standards including the site coverage, height, and setback requirements of the zone.
5. Scale and visual subordination. The Park Model must be visually subordinate to the primary
unit. There can only be one main entrance located on the primary street facing lot line.
6. Parking. The off-street parking requirements set forth in Chapter 14.40 must be provided and
maintained for the primary dwelling. No additional parkin is s required for a Park Model.
7. Addressing. A separate address must be created for the Park Model:
8. Utility Connection. A Park Model must have a permitted and permanent connection to all
applicable municipal utilities.
9. Anchoring Standards. A Park Model placed on a lot must comply with ANSI 225.
17.21.025 — Commercial caretaker unit in commercial and industrial zones (CCU).
A. Purpose. The purpose of a commercial caretaker unit is to:
1. Promote the development of limited housing options in commercial and industrial
areas that are otherwise prohibitive of residential development.
Page 60 of 79
March 21. 2023 G - 113
2. Provide housing for an owner/proprietor, employee, or other on -site security or
operations personnel of a commercial/industrial property where no residential dwelling units
exist.
B. Standards. A CCU must comply with the followingdpment standards:
1. Confioration. An CCU may be located either within, attached to, or detached from
a primary structure housing a commercial or industrial use. CCUs shall only be located above
the first floor or to the rear of commercial or industrial buildings.
2. Density. Only one CCU may be created in conjunction with each commercial or
industrial enterprise. A CCU which conforms to the standards in this chapter shall not be
required to meet minimum residential density standards for the lot upon which it is located
and shall be considered an accessory use which is consistent with the comprehensive plan
and zoning designation for the lot.
3. Maximum unit size. The CCU must be subordinate to the primary commercial or
industrial use, not exceeding 1,250 square feet unless approved through an administrative
conditional use permit process.
4. Setbacks, height, and site coverage. CCUs must comply with all dimensional
standards including the site coverage, height, and setback requirements of the zone.
5. Parkin,.. The off-street parking requirements set forth in Chapter 14.40 must be
provided and maintained for the primary use of the parcel. No additional parking is required
for an CCU.
6. Addressing A separate address must be created for the CCU.
7. Occupancy. CCUs shall be reserved for individuals employed on site at the
commercial/industrial use the CCU is subordinate to.
8. Applicability. CCUs shall be permitted on all lots within commercial and industrial
zones where an approved commercial or industrial use is operating. In all other
circumstances, CCUs may be administratively Vproved as a conditional use permit.
17.21.030 - Cottage housing.
A. Applicability. The standards herein apply to all cottage housing developments.
B. Purpose.
Page 61 of 79
March 21. 2023 G - 114
1. Provide opportunities for creative, diverse and high -quality infill development that is
compatible with existing neighborhoods.
2. Promote housing affordability and greater choice by encouraging smaller and more
diverse home sizes in accordance with the Port Angeles Comprehensive Plan.
3. Support compatibility with existing neighborhoods by promoting high -quality
design.
4. Support more efficient use of urban residential land.
5. Enhance the character of the residential neighborhood.
6. Provide usable open space for residents.
7. Support protection of environmentally sensitive area amenities.
Figure
Cottage housing example with key standards
Private Open Space
200 SF 1 unit
17.21.030(B)(1)
Page 62 of 79
March 21, 2023
G - 115
Figure
Cottage housing site plan example
Private internal access road with
parking (oper -A ---I AA
placed to the
Shared
building
between cottages
17.21.030(B)(2)
Private open space
Connected internal
pathway system
C. Lot size standard. Cottages are exempt from minimum lot area and lot width standards,
provided they comply with density an design standards herein.
D. Density standard. Due to the smaller relative size of cottage units, eaeh ee#age may be
eetinted as ene third a dwelling wiit fer the pwpose of ealeulagng density. For- example, a elffiter- E)
six #taRos wouldbe equivalew to twe dwelling Hits. cottage developments meeting all designn
standards herein are considered to comply with the underlyipzoning.
E. Minimum and maximum number of cottages.
1. Cottage housing developments must contain a minimum of three cottages.
2. Three to 4-221 cottage structures may make up a cluster. There is no limit on the
number of clusters provided all other standards are met.
3. In the R7, RMD, and RHD zones, attached duplex cottages are allowed.
4. Accessory dwelling units are not permitted in cottage housing developments, except
as provided in subsection (ILL) below.
Page 63 of 79
March 21, 2023 G - 116
CHAPTER 17.22 - COMMERCIAL AND MULTI -FAMILY DESIGN STANDARDS
17.22.110 - Block frontage designation maps and regulations.
A. Application ofmap and blockfrontage regulations.
1. New nffi& fiffmlymulti-unit, and non-residential development, and first floor
residential within the CBD, CSD, CA, CN, and CO zones in Port Angeles are subject to the
block frontage standards in sections PAMC 17.100-170 based on the block frontage
designation of the street, as illustrated in the figures in this section.
2. For multi -family and non-residential development in the RHD and RMD zones, the
standards for landscaped block frontages apply.
3. Civic uses, public buildings, and hotels are exempt from the block frontage standards,
provided the building and site design meet the following objectives:
a. Enliven the pedestrian environment along the adjacent sidewalks.
b. Incorporate a prominent and inviting entry visible from the street. If the site
has multiple street frontages, the entry must be visible from at least one street.
C. The site and building design stand out from the surrounding context as a
distinct landmark and provides visual interest from all observable scales.
4. These block frontage standards do not apply to townhouses.
I
iIIIIIIIIIIIIIN
Page 64 of 79
March 21, 2023 G - 117
m
faeilities
t4fe shops,
>
em-7 wash
>
an
4. Gon
6. Shai4
fe -e
to,-.-V,
0
feet
ente
l
o
>
.
,. den Stipply
StEWeS,
r o 0
S.
,
festaufapAs>
to .,lloy.,bufting
ti lly
shall
>
be .
l
an
9. Food
item
fesi
a
zoned p
„eh
pe ft,.
bakef-f
ndition
uses.
nee—er-e-amstores,
delieatessens,
ffiiit
etai a4es
as
sk;pTeandyand
li"or-
f4sh
and supefmarlets.
and
vegetable
stands, gfeeefy
star -es,
stores, meat
depaFtment
and
maFkets
hand
> sueh
as
elothing
and shoe
stores,
stores-,
stef:es,
apAiqtie
stores,
pawn
shops,
spefting
goods
stores and
vafiety
stores.seeend
12. >\a
tels
hotels
and hosteler
m yele, bok,eemptte;•-tey,and
16. Shopping
, r
gift,
retail pet
o inn
stem
nnn
feet i
building floor-
,
ef:s et
eedi g
s
e
Page 65 of 79
March 21, 2023 G - 118
tmde
instmetion
>
sehoels
and personal
stieh
as nftisie,
aft,
and
theaters
alleys, (moN4e
7. Equipment
and
rental stores.
>
banks, finaneial iasti44i
>
le
Mato sen4ees offi
9. ]Frozen food
10. Ftme -„1 homes
W
of cold
and
stofage
mo
> stieh as
loekefs.
and
feal
. TLaun m
L
12. �ar—ie s.
z� . 1�
1 iTedie.,1 /dePA
Aso
1 of ee
eFei
and
elf
n ..1;.,;..s
se�e�cF el
.,n l.,b,of t,,. i
gsh�s a�shops,
>
>
exeFeise
an
19. Small
20. U44ity bttildings
shops,
1yete-;,..,fy
end
stmetwes.
of ees .
> shoe
r-ep
Page 66 of 79
March 21. 2023 G - 119
1. When loeate
floor f ., btti ding
epAs. seeon
ow subsequex*
3. Miditi family housing.
i. Conefexee
eextefs, auditefiUms.
2. Fe��',
heli6E)pter-
facilitieS.
SeaplaRe
3.Mass tfansit
aifplaHe,
teas
and
ineluding
beEly
r-entals, and vehiele
main4enanee
and
repair-
shops, not
auto and paipA shops
47.23.460 Conditional 11S@s.
A. Auto t.,.4 r� hops ,a „t .
t,
JI1o1JS
2"�!"iA T-711V17SCC1IlTCC'CCI� l�iT„1gi12�rGPLCII
B. Dfive in
7
7
Page 67 of 79
March 21, 2023 G - 120
G. Fire Stations.
baths,
FPf
G. Off stFeet business
Uoer-
a Wef4islHg
pafli4ng
sighs.
s4uetwes and
lets.
i. Salvage and
I ShOx-.x i- orIo,
Feeyeling
� o
buildings,
inn nnn
feet i i. ing 14,,,,,-
eedi
g square
ttil area.
Page 68 of 79
March 21, 2023 G - 121
Table 17.23.200 1! Area and Dimensional Requirements
15 feet f.,.,ti, „ alley -of
15 feet f.,.,ti, „ alley -of
Minimum side sethae
AiT;v.;,v.,,m fear- et1 aek for- stfuet ros i the r e tb„r 1
Afhel9t 15 feet f-l.,,, ., alley -of
Minimum side
ros;rlo,�t;.Minimumside setl-.aek f ., reeesser-y stnietufes i the r-eaf e tb„r l o
E)f the let
Not to exeeed the
stv- et..re building L.o; rrl-.t
Not to exeeedthe-
rtmct ro bttilding
Page 69 of 79
March 21, 2023 G - 122
III.
Im.
IN�ulip
Page 70 of 79
March 21, 2023 G - 123
CHAPTER 17.32 - IL - INDUSTRIAL, LIGHT
17.32.030 - Accessory uses.
Accessory uses, including commercial caretaker units determined by the Director of Community
and Economic Development to be compatible with the intent of this chapter are permitted.
CHAPTER 17.34 - IH - INDUSTRIAL, HEAVY
17.34.030 - Accessory uses.
Accessory uses, including commercial caretaker units, determined by the Director of Community
and Economic Development to be compatible with the intent of this chapter are permitted.
CHAPTER 17.40 - PBP - PUBLIC BUILDINGS — PARKS
17.40.040 - Permitted uses.
A. Bleachers, grandstands (subject to review by Planning Commission).
B. Bridle trails.
C. Cemeteries and crematoriums.
D. Civic buildings and governmental offices.
E. Common open space.
F. Convention centers (publicly owned) and associated activities.
G. Tire stations.
H. Hospitals.
Page 71 of 79
March 21, 2023 G - 124
L Landfills, sanitary.
I Libraries.
K. Marinas, boat storage, maritime and harbor activities.
L. Municipal pool.
M. Museums.
N. Off-street parking structures and lots.
O. Parks, greenbelts.
P. Picnic areas and facilities.
Q. Playfields.
R. Playgrounds.
S. Public recreation structures and facilities.
T. Reservoirs.
U. Schools and school related facilities.
V. C';.,..'o family Fesi ones Residences which meet the requirements of the R-S-7R7 District.
W. Streets, sidewalks, trails and roads.
X. Utility buildings and structures.
Page 72 of 79
March 21, 2023 G - 125
CHAPTER 17.46 - PROPERTY TAX EXEMPTIONS FOR MULTI-FAMHLY HOUSING
17.46.020 - Definitions.
The following definitions shall apply to this chapter:
13. "Multi family housing" means a buil sin le lot having four or more dwelling units
designed for permanent residential occupancy resulting from the combination of new construction
or rehabilitation or conversion of vacant, underutilized, or substandard buildings and lots.
17.46.040 - Tax exemption terms and project eligibility.
C. Project eligibility. To be eligible for exemption from property taxation, the property must
satisfy all of the following requirements:
1. Applications. The Director shall have exclusive authority to determine whether an
application is complete. Only complete applications are eligible to be considered for the tax
exemptions authorized by this chapter.
2. Size. The project must include multi -family housing within a residential lot or
structure or as part of a mixed -use development. This requirement can be satisfied either by
Page 73 of 79
March 21, 2023 G - 126
constructing a minimum of four new units in a residential structure, or constructing or
converting at least four additional multi -family units to existing occupied multi -family
housing. Additionally, this requirement can be satisfied by increasing the number of
residential units on a lot to four, excluding ADUs or other accessory housing _t Tes. Existing
multi -family housing that has been vacant for 12 months or more does not have to provide
additional units so long as the project provides for occupancy at least four units of new,
converted, or rehabilitated multi -family housing.
17.46.050 - Application procedure.
F. Application review and issuance of conditional certificate. The Director may certify as
eligible an application if the Director finds that:
1. A minimum of four new units are being constructed, or in the case of occupied
rehabilitation or conversion,
developed -the development results in a at least four residential units being located on a single
lot;
2. If applicable, the proposed multi -unit housing project meets the affordable housing
requirements as described in RCW 84.14.040.A;
3. The proposed project is, or will be at the time of completion, in conformance with all
local laws and regulations that apply at the time the application is approved;
4. The owner has complied with all standards and guidelines adopted by the City under
this chapter; and
5. The site is located in a residential targeted area of an urban center that has been
designated in accordance with procedures and guidelines indicated in RCW 84.14.040; and
6. That the proposed project otherwise complies with the requirements of this chapter
and Chapter 84.14 RCW.
17.47.11 17.46.110 - Conflict of provisions.
Page 74 of 79
March 21, 2023 G - 127
If any provision of this chapter conflicts with any provision of Chapter 84.14 RCW, the provisions
of Chapter 84.14 RCW shall apply as if set forth in this chapter.
CHAPTER 17.94 - GENERAL PROVISIONS, CONDITIONS AND EXCEPTIONS
17.94.065 - Development standards for conditional uses in residential zoning.
TABLE A
CONDITIONAL USES IN RESIDENTIAL SINGLE FAA41L LOW AND NIXED
DENSITY ZONES THAT HAVE SPECIAL DEVELOPMENT STANDARDS
Fur=
Yard Requirements
Lot
Lot
Signs
Uses
Lot Area
Width
Fron
Interio
Corne
Rea
Covera
Per Site
t
r Side
r Side
r
ge
10 sq.
Art Galleries
ft. unlit
and
*
*
*
*
*
*
*
or
museums
indirectl
y lit
Bed and
Two 5
breakfasts in
See
sq. ft.
R-7R7, R-
PAMC Ch
*
*
*
*
*
*
signs
9R9, and R-
apter 17.18
indirecd
44RI I
y lit
Child care
7,000 sq. ft.
*
*
*
*
*
0
5 sq. ft.
unlit
24 sq.
ft. of
Churches or
reader
other places
25,000 s
q'
100 ft.
35 ft.
35 ft.
35 ft.
35
0
board
of worshipsignage
ft.
ft
indirectl
y lit
Communicat
10 sq.
ion
*
*
*
*
*
*
*
ft. unlit
transmission
Page 75 of 79
March 21, 2023 G - 128
Yard Requirements
Lot
Lot
Signs
Uses
Lot Area
Width
Fron
Interio
Corne
Rea
Covera
Per Site
t
r Side
r Side
r
ge
structures,
radio/TV
stations and
towers
Duplexes.!
Libraries
'/z acre
100 ft.
35 ft.
35 ft.
35 ft.
35
10 sq.
ft.
ft. unlit
Nursing,
convalescent
homes,
1 acre
200 ft.
30 ft.
20 ft.
20 ft.
40
*
10 sq.
assisted
ft.
ft. unlit
living
facilities
Public parks
and
20 sq.
recreation
ft. unlit
facilities
Public utility
,000 sq. .
9ft
75 ft.
25 ft.
8 ft.
25 ft.
10
20 sq.
structures
ft.
ft. unlit
Public and private schools:
5 acres + 1
Elementary
acre per ea.
40 ft.
40 ft.
40 ft.
40 ft.
40
0
25 /o
100 sq.
schools
100
ft.
ft.
students
Middle, Jr.
10 acres +
and Sr. high
1 acre per
40 ft.
40 ft.
40 ft.
40 ft.
40
25%
100 sq.
schools
ea. 100
ft
ft.
students
* See applicable zone for minimum standards.
Page 76 of 79
March 21. 2023 G - 129
CHAPTER 17.96 - ADMINISTRATION AND ENFORCEMENT
17.96.025 - Nonresidential dwelling prohibition.
House trailers, automobiles, automobile trailers, mobile homes, park model manufactured homes,
boats, recreation vehicles, vacation trailers and campers shall not be used for residential purposes in
the City of Port Angeles except in approved trailer parks, the Port Angeles Boat Haven (boats only),
or as permitted by section 17.95.06017.96.075 PAMC (Temporary Use Permit}, section 17.13.020
PAMC (Residential Trailer Park Overlay Zone), or section 17.21.020 PAMC (ADUs).
17.96.075 - Temporary use permits.
A. Purpose, criteria and review authority. The Director of the Department of Community and
Economic Development may authorize temporary use permits for the construction and occupancy
of temporary buildings, including mobile homes, used in conjunction with construction or
reconstruction projects, or other circumstance requiring a temporary installation and occupancy, for
a period not to exceed one year. Such temporary use permits may be located in any zone; provided,
required setbacks of the zone where the temporary use permit is to occur are provided to protect the
public health, safety and welfare. Temporary use permits requested for longer than one year shall
conform in every respect to all provisions of these regulations but must be considered at a public
hearing before the Hearing Examiner.
B. Extensions. Upon written request the Director of Community and Economic Development
may issue an extension for a period not to exceed six months. Only one six-month extension may be
,granted for each temporary use permit.
Requests for extensions exceeding six months of previously approved temporary use permits with
specified time periods of authorization shall also be considered at a public hearing before the Hearing
Examiner and may be granted for a period of one to five years, provided that the following minimum
criteria are met:
1. The use complies with the permit conditions.
2. There have been no significant adverse changes in circumstances.
C. Appeals.
Page 77 of 79
March 21, 2023 G - 130
1. Any person aggrieved by the decision of the Director or Hearing Examiner may
appeal the decision as allowed in sections 2.18.060 and 2.18.065 PAMC.
2. Appeals shall be submitted to the Department of Community and Economic
Development in writing within 15 days following the date of the decision and shall pay and
shall remit the fee set by resolution for such action.
17.96.130 - Entry upon private property.
The Building Official, members of the Planning Commission, and the Planning or Engineer-s' Public
Works staff, in the performance of their functions and duties, may, on notification, except in an
emergency, enter upon any land and make examinations and surveys. Provided, that such entries and
examinations do not damage or interfere with the use of the land by those persons lawfully entitled
to the possession thereof.
Page 78 of 79
March 21, 2023 G - 131
Section 2. - Corrections. The City Clerk and the codifiers of this ordinance are
authorized to make necessary corrections to this ordinance including, but not limited to,
the correction of the scrivener's/clerical errors, references to other local, state, or federal laws, codes,
rules or regulations, or ordinance numbering, section/subsection numbers and any references thereto.
Section 3. - Severability. If any provisions of this Ordinance, or its application to any person or
circumstances, are held invalid, the remainder of the Ordinance, or application of the provisions of the
Ordinance to other persons or circumstances, is not affected.
Section 4. - Effective Date. This Ordinance, being an exercise of a power specifically delegated to
the City legislative body, is not subject to referendum. This ordinance shall take effect five (5)
days after passage and publication of an approved summary thereof consisting of the title.
PASSED by the City Council of the City of Port Angeles at a regular meeting of said Council
held on the day of , 2023.
APPROVED AS TO FORM:
William E. Bloor, City Attorney
ATTEST:
Kari Martinez -Bailey, City Clerk
79
Kate Dexter, Mayor
March 21, 2023 G - 132
r, PORTANGELES
`��
WASH I N G T O N, U.S.
Date: March 21, 2023
CITY COUNCIL
MEMO
To: City Council
From: Mike Healy, Interim Director of Public Works & Utilities
Subject: Climate Resilient Vehicle Replacement Program Vision Document 2023-2028
Summary: Staff is providing for City Council information and discussion the City's Climate Resilient
Vehicle Replacement Program Visioning Workplan for 2023-2028. The plan was originally discussed as
an outcome at the January 17', 2023 City Council Meeting.
Funding: Funding for vehicles, equipment and supportive infrastructure will be requested each year as
part of the annual Budget and Capital Facilities Plan process.
Recommendation: Council discussion as necessary.
Background / Analysis: Staff is pleased to provide to City Council information on the City's Climate
Resilient Vehicle Replacement Program Visioning Workplan for 2023-2028. This workplan mirrors that
contained in the Capital Facilities Plan and reflects staff efforts to follow and embrace the goals and
objectives contained in the City's Climate Resiliency Strategy as we make procurement decisions to
further transition our municipal fleet to one that takes full advantage of evolving technologies wherever
possible. This workplan is intended to be used as a guiding document for both budgeting and funding the
future transportation needs of the City, but also as a touchstone to assist in our efforts to reach wise,
prudent, and environmentally centric fleet procurement decisions well into the future.
In making annual procurement decisions, this program contains the assumption that funding levels
necessary to meet the various transportation needs are in place to procure the appropriate rolling stock
items to meet the mission demands of the various user departments. Another assumption is that funding is
secured to procure various infrastructure equipment investments, such as plug in charging stations, to
support fully the various technologies such as EV and Plug In Hybrid. For this plan to be fully
successful, annual investment for training resources will need to be made to be sure that Vehicle
Maintenance staff are fully proficient to diagnose, troubleshoot and safely make non -factory warranty
repairs to vehicles incorporating new technologies.
Also paramount to the success of this program, as currently constituted, is the availability of vehicles both
through municipal procurement channels such as State Contracts and Sourcewell type open bid platforms.
Since roughly the 2018 model year, municipal fleet managers have seen a reduction in fleet and municipal
discounts, given the strong consumer retail market. These negative pricing and availability conditions are
especially prevalent in the EV, Hybrid, SUV and Truck segments of the vehicle market given post
COVID supply chain disruptions that cause delivery in many cases to be forecasted out a year or more.
Funding Overview: Funding for vehicles, equipment and supportive infrastructure will be requested
each year as part of the annual Budget process.
March 21, 2023 I - 1
2023 Vehicle Replacement Program Vision - March 2023
Budgeted
Proposed Replacement
Fuel Economy
Climate
Dept./Div.
Description
Miles/Hours
Engine/Fuel
Amount (2023
Description
Impact
Current
Estimated
Estimate)
Fire
Pierce Quantum Pumper
2023 Rosenbauer Pumper
1.29 hpg
N/A
8159 hrs
Diesel
$830,000
Light Ops
g p
2004 GMC Savanna
2023 Ford Transit 250
13
25 +12
( )
87,911
H
Hybrid
$50,400
2500 Van
Hybrid Van
Light Ops
2003 Chevrolet Blazer
2023 Ford Escape 4x4
25
31 (+6)
64,591
Hybrid
$40,700
4x4 SUV
Hybrid SUV
III
Light Ops
2003 Chevrolet Blazer
2023 Ford Escape 4x4
23
31 (+8)
63,245
Hybrid
$40,700
4X4 SUV
Hybrid SUV
Parks
GMC Sierra 3500
2023 Ford F350 Flatbed
10
13 (+3)
138,479
Biodiesel
$60,600
Flatbed Dump Truck
Dump Truck
Police
2007 Dodge Charger
2023 Ford Interceptor
14
18 (+4)
131591
Gasoline
$53,500
Patrol Vehicle
Detective Vehicle
Police
Chevrolet Caprice
2023 Ford Interceptor
10
18 (+8)
73547
Gasoline
$53,500
Detective Vehicle
Detective Vehicle
Police
GMC Colorado
2023 Ford Interceptor
14
18 (+4)
93961
Gasoline
$53,600
Volunteer Vehicle
Detective Vehicle
Police
2010 Dodge Charger
2023 Ford Interceptor
14
18 (+4)
100642
Gasoline
$54,600
Detective Vehicle
Street
1993 Ingersoll Rand
2023 Portable Air
3.5 hpg
N/A
575 hr
N/A
$26,800
Portable Air Compressor
Compressor
Wastewater
2004 GC Sierra 1500
ord F150 4x4 Pickup
iE
17
19 (+5)
104,580
TBD
$40,700
4x4 Pickup
$1,305,100
Plug in Hybrid or No
Engine
Hybrid or Green Fuel
Biodiesel
Small Engine
Purchase TBD
hpg = Hours of operation per eallon
March 21, 2023 1-2
2024 Vehicle Replacement Program Vision - March 2023
Proposed Replacement
Fuel Economy
Budgeted
Climate
Dept./Div.
Description
Miles/Hours
Engine/Fuel
Amount (2023
Description
Impact
Current
Estimated
Estimate)
Engineering
2004 GMC Sierra 1500
2024 Ford F150 Pickup
17
23 (+6)
43964
TBD
$41,600
Pickup
Engineering
2004 GMC Sierra 1500
2024 Ford F150 Pickup
19
23 (+4)
61016
TBD
$41,600
Pickup
Eq. Services
1995 Chevrolet S10 4x4
2024 Ford F150 4x4 Pickup
19
23 (+4)
86334
TBD
$41,500
Pickup
Eq. Services
1994 Lincoln Portable
2024 Lincoln Portable
N/A
N/A
569 hrs
TBD
$16,400
Welder
Welder
Eq. Services
2014 Hyundai Sonata
2024 Ford Escape PHEV SUV
39
40 (+1)
75225
Plugin Hybrid
$27,300
Hybrid Sedan
Finance
2004 GMC Canyon
2024 Ford Escape PHEV SUV
13
23 (+10)
115806
Plugin Hybrid
$40,700
Pickup
Fire
2006 Ford E350 Med
2024 Ford F450 4x4
12
TBD
2,934 hrs
TBD
$192,500
Unit
Chassis/Med Unit Refurbish
Light Ops
2004 Toyota 10,0001b
2024 Hyster 10,0001b Forklift
N/A
N/A
804 hrs
Propane or
$54,700
Forklift
Electric
Parks
2004 GMC Sierra 1500
2024 Ford F150 4x4 Pickup
15
23 (+8)
87955
TBD
$41,500
44 Pickup
Solid Waste
2015 Peterbilt/Labrie
2024 Peterbilt/Labrie Side
0.31 hpg
TBD
10,392 hrs
Biodiesel
$379,300
IF -
Side Load Garbage Truck
Load Garbage Truck
Street
1994 Lincoln 25ton 3
2024 25ton 3 Axle Tilt Trailer
N/A
N/A
N/A
N/A
$22,100
Axle Tilt Trailer
Street
2004 International 7400
2024 Freightliner 5yd Dump
0.6 hpg
0.75 hpg
3,875 hrs
Biodiesel
$246,000
5yd Dump Truck
Truck
2006 GMC Canyon
Water 2024 Ford F150 Pickup
18
23 (+5)
89078
TBD $41,500
Pickup
$1,186,700
Plug in Hybrid or No
Engine
Hybrid or Green Fuel
6 Biodiesel
Small Engine
Purchase TBD
hpg = Hours of operation per gallon
March 21, 2023 1-3
2025 Vehicle Replacement Program Vision - March 2023
Budgeted
Proposed Replacement
Fuel Economy
Climate
Dept./Div.
Description
Miles/Hours
Engine/Fuel
Amount (2023
Description
Estimate)
Impact
Current
Estimated
Enineerin
g g
2005 GMC Savanna
2025 Ford Transit 250
12
TBD
42,141
H
Hybrid
Y
$44,600
2500 Van
Hybrid Van
Eq. Services
1995 Case Backhoe
2025 Cat Backhoe
1.76 hpg
UNK
7466 hr
Biodiesel
$139,400
Eq. Services
1995 International 10yd
2025 Freightliner 10yd
0.76 hpg
TBD
7695 hr
Biodiesel
$334,500
Dump Truck
Swap Loader
Light Ops
2001 Air Lift Take Up
2025 Air Lift Take Up Trailer
N/A
N/A
N/A
N/A
$27,900
Trailer
Light Ops
2000 Vermeer 1250A
2025 Vermeer Portable
1.4 hpg
TBD
451 hr
Biodiesel
$33,200
Portable Chipper
Chipper
Light Ops
2005 Bobcat Excavator
2025 Mini Excavator
1.84 hpg
TBD
2666 hr
Biodiesel
$55,800
Parks
1985 2 Axle Trailer
2025 2 Axle Trailer
N/A
N/A
N/A
N/A
$8,100
7
Parks
2005 Kubota MX5000E
2025 Kubota L4060HST
0.98 hpg
UNK
1490 hr
Biodiesel
$50,200
Tractor
Tractor
Parks
2005 GMC Savanna
2025 Ford Transit 250
11
15 (+4)
59,734
$13,753
$52,400
2500 Van
Hybrid Van
Police
2009 Ford Expedition
2025 Ford Interceptor
11.6
24*
87,149
Hybrid
$55,700
Detective Vehicle
Hybrid Patrol Vehicle
Police
2013 Dodge Charger
2025 Ford Interceptor
10.4
24
50,195
Hybrid
$55,700
Patrol Vehicle
Hybrid Patrol Vehicle
Police
2014 Dodge Charger
2025 Ford Interceptor
10.2
24*
55,139
Hybrid
$55,700
Patrol Vehicle
Hybrid Patrol Vehicle
2015 Isuzu/Elgin Broom
2025 Freightliner/Elgin
Stormwater
0.53 hpg
TBD
4747 hr
Biodiesel
$239,800
Badger Broom Sweeper
Broom Sweeper
Stormwater
1995 Wells Cargo Spill
2025 Fully Enclosed Single
N/A
N/A
N/A
None
$5,900
Trailer
Axle Trailer
Streets
2010 Turfmaker 380
2025Hydroseeder
N/A
N/A
N/A
UNK
$14,800
Hydroseeder
Streets
1992 Kodiak Street
Purchase Tank to fit on
1.82 hpg
N/A
3193 hr
No Engine
$153,100
Flusher Water Truck
#1581 Replacement
Streets
1985 Garland Trailer
2025 Trailer
N/A
N/A
N/A
None
$4,500
Wastewater
2005 GMC Savanna
2025 Ford Transit 250
9
15 (+6)
48,940
Hybrid
$51,400
2500 Van
Hybrid Van
Wastewater
Computer System for
New Computer System for
N/A
N/A
N/A
N/A
$12,100
Camera Van
Camera Van
Wastewater
2005 GMC Sierra 1500
2025 Ford F150 44 Pickup
17
19* (+2)
84,583 UNK $42,400
4x4 Pickup
$1,437,200
Plug in Hybrid or No
Engine
Hybrid or Green Fuel
Biodiesel
Small Engine
Purchase TBD
hpg = Hours of operation per gallon
*2023 MPG Rating
March 21, 2023 1-4
2026 Vehicle Replacement Program Vision - March 2023
Budgeted
Proposed Replacement
Fuel Economy
Climate
Dept./Div.
Description
Miles/ Hours
Engine/Fuel
Amount (2023
Description
Impact
Current
Estimated
Estimate)
Conservation
2006 GMC Savanna
2026 Ford Transit 250
13
25* (+8)
23,211
Hybrid
$45,500
2500 Van
Hybrid Van
Eq. Services
1999 Dodge 3500
2026 Ford F550 4x4 Service
17
9-(-8)
48,855
Biodiesel
$92,900
Service Truck
Truck
Light Ops
915R Wire Tension
2026 Wire Tension Trailer
N/A
N/A
N/A
UNK
$28,400
Parks
2006 Ford F550 2yd Dump
2026 Ford F550 2yd Dump
8
9* (+1)
70,526
Biodiesel
$91,000
Truck
Truck
Parks
2006 John Deere Gator
2026 John Deere Gator
6.78 hpg
1778 hr
UNK
$13,600
Parks
2006 GMC Sierra 2500
2026 Ford F250 Pickup
13
18* (+5)
94,010
Biodiesel
$61,300
Pickup
Parks
Toro LP1200 Field Paint
Toro Field Paint Sprayer
N/A
N/A
N/A
N/A
$3,400
Sprayer
Police
2014 Chevrolet Tahoe
2026 Ford Interceptor Hybrid
9
18*(+9)
50,334
Hybrid
$56,800
Patrol Vehicle
Patrol Vehicle
Police
2013 Dodge Charger
2026 Ford Interceptor Hybrid
11
18 (+7)
55335
Hybrid
$56,800
Patrol Vehicle
Patrol Vehicle
Police
2012 Dodge Charger
2026 Ford Interceptor Hybrid
16
18* (+2)
79960
Hybrid
$56,800
Patrol Vehicle
Patrol Vehicle
Solid Waste
2006 Cat 962H Wheel
2026 Cat 962 Wheel Loader
1.2 hpg
UNK
6364 hr
Biodiesel
$306,700
Loader
2016 Peterbilt/Labrie
2026 Peterbilt/Labrie Side
Solid Waste
.30 hpg
UNK
9439 hr
Biopdiesel
$394,800
Side Load Garbage Truck
Load Garbage Truck
Stormwater
2006 Ford F450 Service
2026 Ford F450 Service
8
11*(+3)
118,826
Biodiesel
$73,900
Truck
Truck
Street
2006 GMC Canyon 4x4
2026 Ford F150 4x4 Pickup
18
19* (+1)
72,649
UNK
$43,200
Pickup
Street
2007 Ford F550 2yd
2026 Ford F550 2yd Dump
0.71 hpg
9*
7703 hr
Biodiesel
$91,000
Dump Truck
Truck
Street
2006 Puckett 540
2026 Paver
6.9 hpg
463 hr
Biodiesel
$43,100
Asphalt Paver
Water
2014 GMC Sierra 1500 4x4
2026 Ford F150 44 Pickup
15
19* (+4)
88,282
UNK
$43,200
Pickup
Water
2006 Ford F550 2yd Dump
2026 Ford F550 2yd Dump
9
9
50,644
Biodiesel
$91,100
Truck
Truck
Water
2006 Ford F550 Service
2026 Ford F550 Service Truck
10
9* (-1)
66,129
Biodiesel
$73,900
Truck
Water
2006 GMC Canyon Pickup
2026 Ford Escape PHEV
18
23* (+5)
85,830
Hybrid
$43,200
$1,710,600
Plug in Hybrid or No
Engine
Hybrid or Green Fuel
Biodiesel
Small Engine
Purchase TBD
hpg = Hours of operation per gallon
*2023 MPG Rating
March 21, 2023 1-5
2027 Vehicle Replacement Program Vision - March 2023
Proposed Replacement
Fuel Economy
Budgeted
Climate
.pt./Div.
Description
Miles/ Hours
Engine/Fuel
Amount (2023
Description
Estimate)
Impact
rent
EsY
Comm. Dev.
2006 GMC Savanna
2027 Ford Transit Hybrid
13
25* (+12)
38,190
Hybrid
$43,200
2500 Van
Van
Light Ops
2009 Ford F350 4x4
2027 Ford F450 4x4 Service
12
18* (+6)
7062 hr
Biodiesel
$75,400
Service Truck
Truck
Parks
2012 Grasshopper
2027 Grasshopper Mower
1.24 hpg
UNK
1526 hr
Bioldiesel
$20,400
725DT6 Mower
Parks
2012 Toro 3280-D
2027 Mower
1.36 hpg
UNK
1479 hr
Biodiesel
$26,600
Mower
Parks
2012 Toro 30345 Mower
2027 Mower
1.56 hpg
UNK
1448 hr
Biodiesel
$32,500
Parks
2012 Toro 30345 Mower
2027 Mower
1.25 hpg
UNK
1294 hr
Biodiesel
$29,300
Parks
2012 John Deere 1200A
2027 John Deere 1200A
3.3 hpg
UNK
767 hr
UNK
$12,400
Ballfield Machine
Ballfield Machine
Parks
2007 Ford F550 2yd
2027 Ford F550 2yd Dump
8
9* (+1)
71,833
Biodiesel
$92,800
Dump Truck
Truck
Parks
2007 Ford F250 4x4
2027 Ford F250 4x4 Pickup
10
18*(+*)
88,123
Biodiesel
$63,800
Pickup
Parks
2007 Toro 880 Aerator
2027 Aerator
N/A
N/A
N/A
UNK
$31,800
Parks
2007 Dakota Turf
2027 Turf Tender Trailer
N/A
N/A
N/A
None
$25,400
Tender Trailer
Police
2015 Chevrolet Tahoe
2027 Ford Interceptor
9
18* (+9)
55,469
Hybrid
$57,900
Patrol Vehicle
Hybrid Patrol Vehicle
Police
2011 Dodge Charger
2027 Ford Interceptor
18
18*
96,524
Hybrid
$57,900
Patrol Vehicle
Hybrid Patrol Vehicle
Police
2011 Dodge Charger
2027 Ford Interceptor
21.9
18* (-3)
72,098
Hybrid
$57,900
Patrol Vehicle
Hybrid Patrol Vehicle
Street
Monroe Sander
2027 Sander
N/A
N/A
N/A
N/A
$21,200
Street
2008 Ford F450 4x4
2027 Ford F450 4x4 Service
8
18* (+10)
88,433
Biodiesel
$89,000
Service Truck
Truck
Wastewater
2007 GMC Canyon 4x4
2027 Ford Escape PHEV
18
23* (+4)
66,662
Hybrid
$44,100
Pickup
Water
1997 Aptech Portable
2027 Portable Generator
N/A
N/A
52 hr
UNK
$75,400
Generator
Water
2007 Chevrolet Sonoma
2027 Ford Escape PHEV
16
23* (+7)
30,302
Hybrid
$31,300
Pickup
0
Water/
2012 Freightliner/Vactor
2027 Freightliner/Vactor
.24 hpg
UNK
6116 hr
Biodiesel
$603,200
StormwaterI
I
I
1
$1,491,500
Plug in Hybrid or No
Engine
Hybrid or Green Fuel
Biodiesel
Small Engine
Purchase TBD
hpg = Hours of operation per gallon
*2023 MPG Rating
March 21, 2023 1-6
2028 Vehicle Replacement Program Vision - March 2023
Budgeted
Proposed Replacement
Fuel Economy
Climate
Dept./Div.
Description
Miles/ Hours
Engine/Fuel
Amount (2023
Description
Impact
Current
Estimated
Estimate)
Comm. Dev.
2008 Ford F150 Pickup
2028 Ford Escape PHEV
11
43* (+32)
54,125
$14,862
$44,100
Police
2009 B&W Radar Trailer
2028 Radar Trailer
N/A
N/A
N/A
No Engine
$29,300
Police
2016 Dodge Charger
2028 Ford Interceptor Hybrid
10
18* (+8)
42,350
Hybrid
$59,100
:::16
Patrol Vehicle
Patrol Vehicle
Police
2016 Dodge Charger
2028 Ford Interceptor Hybrid
10
18 (+8)
48,804
Hybrid
$59,100
Patrol Vehicle
Patrol Vehicle
Parks
2018 Toro 4000D Mower
2028 Toro Mower
0.62 hpg
TBD
670 hr
Biodiesel
$87,000
Wastewater
1993 Gorman Rupp
2028 Portable Pump
10.6 hpg
TBD
884 hr
Biodiesel
$34,800
portable Pump
Solid Waste
2018 Peterbilt/Labrie Side
2028 Pete rbiIt/La brie Side
0.31 hpg
TBD
5922 hr
Biodiesel
$402,600
Load Garbage Truck
Load Garbage Truck
Streets
2008 Ford F550 Flatbed
2028 Ford F550 Flatbed Truck
9
TBD
9916 hr
Biodiesel
$89,000
Truck (Sign Shop)
$805,000
Plug in Hybrid or No
Engine
Hybrid or Green Fuel
Biodiesel
Small Engine
Purchase TBD
hpg = Hours of operation per gallon
*2023 MPG Rating
March 21, 2023 1-7
r, PORTANGELES
`��
WASH I N G T O N, U.S.
Date: March 21, 2023
CITY COUNCIL
MEMO
To: City Council
From: Kari Martinez -Bailey, City Clerk
Norm Gollub, Interim Director of Community and Economic Development
Subject: Lodging Tax Advisory Committee Appointments
Summary: The Lodging Tax Advisory Committee (LTAC) is composed of nine members. On February
21, City Council appointed an ad hoc committee to review applications of those interested in serving on
the committee, and to make a recommendation to the full Council on member appointments.
Funding: Members serve without compensation.
Recommendation: Appoint Sydney Rubin as Tax Collector, Victoria Jones as Tax Recipient, and
Rosylen Mangohig as Member At Large on the Lodging Tax Advisory Committee for terms ending
February 28, 2025.
Background / Analysis: The Lodging Tax Advisory Committee (LTAC) makes recommendations to
the City Council on matters related to lodging tax (LTAX), as required by the State Statute. LTAC is
composed of the following nine members, as outlined in Port Angeles Municipal Code Chapter 2.70.030:
1. One City Council member.
2. Two members who are representatives of businesses required to collect lodging excise tax.
3. Two members who are persons involved in activities authorized to be funded by lodging excise
tax revenue.
4. Three citizen -at -large members who neither represent businesses required to collect the lodging
excise tax nor are persons involved in activities authorized to be funded by the lodging excise tax.
The three citizen -at -large members shall be non -voting members.
5. One member who is a representative of the Port Angeles Forward Committee, who shall be a
non -voting member. In 2021 City Council upon the recommendation of staff agreed to put this
Committee in abeyance and as such there is no appointed representative from this group.
There are four types of members:
Chair (Council person -Navarra Carr)
LTAX Collector — typically the manager of a local hotel/motel/B&B
o A qualified candidate should have understanding of local events, room occupancy
rates and what affects them (especially where there is still capacity), and the
economic impacts of LTAC.
LTAX Recipient — typically a representative of past or current recipient/awardee of annual
LTAX funding.
o A qualified candidate should have demonstrated established background in LTAX
funds. This person should understand what works, what doesn't, and why but
March 21, 2023 1-8
someone who has an open mind and respects others' opinions is essential to
successful LTAX RFP process.
Community Member at large — typically a resident of Port Angeles that is not directly related
to, but has a keen interest in local lodging, tourism, economic development, or any
projects/operations eligible for LTAX expenditures. Normal candidates include local
restaurant and business owners that understand the economic impacts of tourism without
collecting or receiving the tax.
o A qualified candidate does not need the above background to be successful, but these
qualities are helpful for them to contribute to the conversation. They must
demonstrate a positive attitude, and interest in improving our community, and ability
to make decisions that can be difficult about awarding funding to various proposers.
The collector and recipient positions do not require the member have an address in city limits, but the
organization they are representing must have a presence in the community. The Port Angeles Municipal
Code does not explicitly require a community member -at -large position be a local resident, but the
"community -member" moniker would suggest they have some type of presence or stake in the success of
Port Angeles' LTAX management and disbursement.
On February 21, the City Council appointed an Ad Hoc Committee, comprised of Council members Carr,
Miller, and McCaughan to review applications for the Committee and make recommendations on
appointment.
The following eligible applicants were considered:
LTAC
Position
Background
Sydney Rubin
Tax Collector
Served until 2/28/2023-Reapplied
Sean Coleman
Tax Recipient
New applicant
Victoria Jones
Tax Recipient
New applicant
Roselyn Mangohig
Citizen at Large
Served until 2/28/2023-Reapplied
Aplications were reviewed and the Committee recommends the following individuals be appointed to the
LTAC for the listed terms:
Voting Members
Sydney Rubin - Tax Collector (if appointed term ending 2/28/2025)
Victoria Jones - Tax Recipient (if appointed term ending 2/28/2025)
Non -Voting Members
Rosylen Mangohig - At Large (if appointed, term ends 2/28/2025)
Funding Overview: N/A.
Applications: https://cityofpa.us/DocumentCenterNiew/11255/03212023-LTAC-Application-Packet
March 21, 2023 1-9
r, PORTANGELES
`��
WASH I N G T O N, U.S.
Date: March 21, 2023
To: City Council
From: Kari Martinez -Bailey, City Clerk
Derrell Sharp, Fire Chief
Brian Smith, Police Chief
CITY COUNCIL
MEMO
Subject: Public Safety Advisory Board Appointment
Summary: The Public Safety Advisory Board (PSAB) has vacancies on the Board. During the call for
applications, one application was received. In accordance with Chapter 2.25 of the Port Angeles
Municipal Code, the PSAB should meet and review the applications and supplemental questionnaires
received from parties interested in filling the vacancies on the Board. After doing so, the members of the
committee shall make a recommendation about the best qualified candidates and the recommendation
will then be forwarded to the City Council.
Funding: N/A
Recommendation: Staff recommends the City Council appoint Jessica Johnson to the City's Public
Safety Advisory Board as a member representing diverse segments of the community, serving an
unexpired term ending February 28, 2026.
Background / Analysis: The Public Safety Advisory Board (PSAB) has vacancies on the Board.
During the call for applications starting in November 2022 and ending January 31, one application was
received. In accordance with Chapter 2.25 of the Port Angeles Municipal Code, the PSAB should meet
and review the applications and supplemental questionnaires received from parties interested in filling the
vacancies on the Board. After doing so, the members of the committee shall make a recommendation
about the best qualified candidates and the recommendation will then be forwarded to the City Council.
On March 15, 2023, during the regular meeting of the PSAB, Jessica Johnson's application was
considered by the Board. Applicant Johnson attended the meeting and answered questions presented by
the Board. The City Clerk has reposted vacancies on the City's website stating applications are being
accepted until April 7, 2023.
As of March 16, 2023, the Board roster appear as follows:
Seat #
Position
Member
Term
1
(B) Owner or manager of a business located within the
Andrew Schwab
February 28, 2026
City
2
(B) Owner or manager of a business located within the
Evan Brown
February 28, 2026
City
March 21, 2023 1 - 10
Seat #
Position
Member
Term
3
(C) Representative from the Port Angeles School
District
Kelsey Lane
February 28, 2026
4
(D) High school student recommended by school
administration
vacant
February 28, 2024
5
(E) Affiliated with an associated EMS agency that
operates in the City
Michael
McGuire
February 28, 2024
6
(F) Enrolled Tribal member
Rochelle
Blankenship
February 28, 2026
7
(F) Enrolled Tribal member
vacant
February 28, 2024
8
(G) Resident who has experienced homelessness or a
substance use disorder, or someone who has worked
with people that have experienced homelessness or a
substance use disorder
Mary Margolis
February 28, 2026
9
(H) Represent diverse segments of the community
vacant
February 28, 2024
10
(H) Represent diverse segments of the community
Gayle Brauner
February 28, 2024
11
(H) Represent diverse segments of the community
vacant
February 28, 2026
12
(H) Represent diverse segments of the community
John Hauck
February 28, 2026
Funding: Members serve without compensation.
Application: hgps://www.cityofpa.us/DocumentCenter/View/12877/Binderl Redacted
March 21, 2023 1 - 11
r, PORTANGELES
`��
WASH I N G T O N, U.S.
CITY COUNCIL
MEMO
Date: March 21, 2023
To: City Council
From: Nathan A. West, City Manager
Brian Smith, Police Chief
Subject: Joint Public Safety Building Presentation
Summary: For several years, the City and County have been jointly pursuing a project to construct a
Joint Public Safety Facility. Initially, the Facility will house the County's Emergency Management
Division of the Sheriff's Office, including the County's Emergency Operations Center (EOC), and the
City's 911 emergency telephone answering system and public safety dispatching facility, known as
PenCom. Following Council's approval of the Joint Public Safety Facility Management Agreement in
September 2022, an initial site assessment was completed and on March 15', a geotechnical report was
provided by Clallam County.
Funding: Details on funding to be provided as part of a future update.
Recommendation: Review and discuss the results provided by Clallam County and listen to the
presentation.
Background / Analysis: The City and County have been jointly pursuing a project to construct a Joint
Public Safety Facility. Initially, the Facility will house the County's Emergency Management Division of
the Sheriff's Office, including the County's Emergency Operations Center (EOC), and the City's 911
emergency telephone answering system and public safety dispatching facility, known as PenCom.
During a joint meeting with Clallam County Commissioners on May 23, 2022, Council directed staff to
negotiate with the County a Joint Public Safety Facility (JPSF) Project Management Agreement. On
September 20, 2022, City Council approved the agreement, which authorized the County to act as the lead
for contract and design work with consulting firm OAC.
Since then, Dale Jackson, Clallam County's Project Manager for the Joint Public Safety Facility Project,
has researched, studied, and submitted a geotechnical report for a property located at Edgewood Drive,
east of the Port Angeles City limits. Mr. Jackson will be at the meeting to provide a detailed presentation
and respond to questions.
Staff are recommending that Council review and discuss the attached results provided by Clallam County,
and listen to the presentation.
Funding: Details on funding to be provided as part of a future update.
Attachment: Detailed memorandum from the Clallam County, including results from the Geotechnical
Engineering Services Report.
March 21, 2023 1 - 12
Item summary:
❑ Call for Hearing
❑ Resolution
AGENDA ITEM SUMMARY
(Must be submitted NLT 3113M Wednesday for next week agenda)
Department: Sheriff / Emergency Mgt.
WORK SESSION x Meeting Date: 3-20-23
REGULAR AGENDA ❑ Meeting Date:
Required originals approved and attached? x
Will be provided on:
❑ Contract/Agreement/MOU - Contract #
❑ Proclamation
❑ Draft Ordinance ❑ Final Ordinance
Documents exempt from public disclosure attached: ❑
Executive summary:
❑ Budget Item
x Other JPSF Property Memo
Attached is a Memorandum from Jackson and Associates and supporting documents outlining the due
diligence research for the property being considered for acquisition and purchase for the new Joint
Public Safety Facility. After this research, Mr. Jackson has identified no information that would
disqualify the property from being considered for purchase for the Facility construction.
Budgetary impact: (Is there a monetary impact? If so, are funds for this already allocated or is a budget change necessary? If
this is a contract and a budget change is necessary, the budget change form must be submitted with the item at work session and for the
regular agenda) If a budget action is required, has it been submitted and a copy attached? ❑
Not in this action
Recommended action: (Does the Board need to act? If so, what is the department's recommendation?)
The submission is for the commissioners to review and discuss for consideration the next steps in
finalizing this location as the final property selection. Because this is a joint project with the City of
Port Angeles, we are also presenting the information to the City Council at their meeting on 3-21-23
for their review as well.
The property is under a purchase agreement at this time with the owner. It is expected the closing
date will be extended from March 31, to the end of April, 2023 to allow time for the BOCC and the PA
City Council to discuss the acquisition of the property.
* Work Session Meeting - Submit 1 single sided/not stapled copy Agenda Item Summary 3-23 Due Diligence memo
** Regular Meeting — Submit 1 single sided/not stapled copy and originals (1 or 3 copies) Revised: 3-04-2019
Questions? Call Loni Gores, Clerk of the Board, ext 2256
March 21, 2023 1 - 13
County Official signature & print name: Ron Cameron, Undersheriff
Name of Employee/Stakeholder attend in meeting: Ron Cameron, Dale Jackson, others
Relevant Departments: Sheriff/EM, Parks and Facilities, Finance, City of Port Angeles
Date submitted: 3-15-23
* Work Session Meeting - Submit 1 single sided/not stapled copy Agenda Item Summary 3-23 Due Diligence memo
** Regular Meeting — Submit 1 single sided/not stapled copy and originals (1 or 3 copies) Revised: 3-04-2019
Questions? Call Loni Gores, Clerk of the Board, ext 2256
March 21, 2023 1 - 14
Brian King
Sheriff
FILE:
March 15, 2023
Clallam County Sheriff's office
WASPC Accredited Agency
223 East 0 Street, Suite 12
Port Angeles, WA 98362-3015
Support Services: (360)417-2270
Fax: (360)417-2498
hWs:IJrvwiv. clallamcounMva.gov14971Skei
sheriff(aclal lamcountywa.gov
To: Board of Clallam County Commissioners
Port Angeles City Council
From: Ron Cameron, Undersheriff
Re: Joint Public Safety Facility
Elected Officials,
Ron Cameron
Undersheriff
Amy Bundy
Chief Criminal Deputy
Alice Hoffman
Chief Civil Deputy
Don Wenzl
Chief Corrections Deputy
Over the last several months, the project manager for the new Joint Public Safety Facility,
Dale Jackson, has spearheaded the research, study and due diligence on the property
located along Edgewood Dr. just east of the Port Angeles City Limits. Mr. Jackson
worked with a number of professionals on the suitability of this property to locate the
Clallam County Emergency Operations Facility / Department and the new "PENCOM"
911 Dispatch center operated by the City of Port Angeles.
On March 14, 2023, I received the attached email with the results of Mr. Jackson's
efforts. In short, he reports finding no information from geotechnical, environmental or
other reviews that would disqualify this property as an acceptable option for
consideration of placing the new facility.
This information is being presented to both the Board of Clallam County Commissioners
and the City of Port Angeles Council for review of the information and to determine if
this site is acceptable. Other decisions related to this matter such as legal ownership are
items that still need to be determined.
As a spectator of the due diligence process, I am confident that Mr. Jackson's review and
research was complete. I was present when he questioned results of some of the tests to
gain confident answers from engineers and other professionals in their conclusions.
March 21, 2023 1 - 15
To be clear, no definitive action is being asked in this case. This information is being
presented as an initial request for the Board of Clallam County Commissioners and the
City of Port Angeles Council to review and discuss the results provided for consideration
of further steps in site acquisition process or recommendations for the Joint Public Safety
Facility Project.
Respectfully mi ed,
Ro Cameron, Undersheriff
March 21, 2023 1 - 16
JACKSON & ASSOCIATES
y caeanUing Services
MEMORANDUM
15 March 2023
Re: Notification of Completion of Environmental and Engineering Due
Diligence Inquiries for the Clallam Joint Public Safety Facility
To: Clallam County Board of Commissioners
From: Dale Jackson, JPSF Project Manager
cc: Brian King, Clallam County Sheriff
Ron Cameron, Clallam County Undersheriff
Nathan West, City Manager, City of Port Angeles
Brian Smith, Police Chief, City of Port Angeles
SUMMARY and RECOMMENDATION:
The purpose of this Memorandum is to inform the Clallam County Board of Commissioners
(CCBoC) that all technical inquires (environmental and engineering) and regulatory reviews
necessary to establish the suitability of the proposed construction site for the Clallam Joint
Public Safety Facility (JPSF) have been completed. These due diligence inquiries revealed no
information that disqualifies any portion of Assessor's Parcel No. 063007528010 (the West
Edgewood Dr., or Mathews property site) as a suitable site for the JPSF.
The technical inquiries and regulatory reviews referred to above consisted of the following:
1. A subsurface geotechnical investigation of the site seismic and hydrological properties;
2. A Phase I Environmental Site Assessment (Phase I ESA);
3. A chemical analysis of site soil and subsurface water samples to screen for the presence of
volatile organic compounds and heavy metals;
4. A soils evaluation to establish that an on -site septic system can be installed on the site;
5. An assessment of Dry Creek Water District's ability to supply suitable water flows;
6. Securing a completed SEPA review performed by the City of Port Angeles;
7. Obtaining a Department of Archeology and Historic Preservation site approval; and,
8. Facilitating a consultation process soliciting Tribal Nation input to site acceptability.
The proposed site identified above is currently subject to a purchase contract to which the County is
party, and specifying that escrow must close on or before March 31, 202V When all of the real
' As of the date of this memorandum, the property owners have agreed to extend the escrow closing deadline to April
30, 2023 to allow sufficient time for information to be presented to the legislative bodies of the County and the City and
due deliberation to occur, and if necessary, for the land subdivision process to be completed. The owner's signature
however, has not yet been obtained.
MEMORANDUM — TECHNICAL DUE DILLIGENCE, — JPSF, March 15, 2023 Page 1 of 10
March 21, 2023 1 - 17
property transaction responsibilities assigned by the CCBoC to the Right of Way staff of the
Clallam County Department of Public Works have been completed to the satisfaction of the
Commissioners, Jackson & Associates recommends moving forward with the real property
purchase transaction.2
BACKGROUND:
In 2018, having for over a decade recognized a crucial need, Clallam County and the City of Port
Angeles joined in a partnership to build infrastructure that will house important public safety
facilities. The partners realized that critical public safety functions are currently housed in facilities
that are inadequately sized, and are likely vulnerable to destruction in the event of a major manmade
or natural disaster.
To address the recognized need, the partners agreed to undertake a project to build a Joint Public
Safety Facility (JPSF) that would house the County's emergency management functions, including
an Emergency Operations Center (EOC) and the City's 911 telephone answering point and public
safety dispatch facility known as PenCom Center. Project plans also originally included the design
and construction of a West Side Fire Station for the City of Port Angeles, however, that component
was withdrawn by the City in late 2022. The site selected will in any case continue to provide space
for the future construction of a fire station.
Project Phase I produced a facility conceptual design and was completed in October 2020. Project
Phase II consists of two subphases known as IIa, Preliminary Design, and IIb, Full Detailed Design.
Phase IIa which is expected to be completed at the end of this month, focused on selection of a
proposed construction site for the JPSF, evaluating that site's technical suitability (i.e.,
environmental and geotechnical condition), preparation of an updated construction cost estimate,
and developing a site civil engineering plan. Phase IIb will produce a full detailed facility design
and construction documentation sufficient to solicit construction bids, and is planned to be
completed in early 2024. Project Phase III will manage the actual construction and commissioning
of the JPSF facility which is planned for completion in early to mid-2025.
During Phase IIa, several properties were identified and considered as prospective construction sites
for the JPSF. See FIGURE 1 map of sites considered. The eastern half of a 7.8 parcel located about
50 yards south of W. Edgewood Dr. in the 2000 block of that roadway was ultimately determined to
be most suitable location, and a purchase agreement was negotiated with the private owner in
November 2022. This site became know to the project as the "W. Edgewood" or "Mathews" site.
It is depicted as site D on FIGURE 1.
2 Jackson & Associates understands that all traditional real estate sales transaction authorities and responsibilities (e.g.,
title searches, procuring title insurance, preparing and filing sales transaction documents, etc.) were assigned to the Right
of Way staff of the Clallam County Department of Public Works. Accordingly, Jackson & Associates has not been
involved in those transactions and makes no representation here, express or implied as to the adequacy or completeness
of those activities.
MEMORANDUM — TECHNICAL DUE DILLIGENCE, — JPSF, March 15, 2023 Page 2 of 10
March 21, 2023 1 - 18
Panorama View Across Edgewood Site to the West
View to East Across Edgewood Site
Since the County needed less than the full 7.8 acres that comprised the W. Edgewood property as a
construction site for the JPSF, the owner agreed to subdivide the location during escrow and tender
the eastern 3.8 acre parcel thus created to the County. Clallam County Community Development
received the property owner's application and issued a preliminary subdivision short plat creating
two new parcels on February 10, 2023. See FIGURE 2 for diagram of plat layout.
Pursuant to its contract with Clallam County, Jackson & Associates has performed a variety of
activities intended to assess the physical suitability of the W. Edgewood property as the prospective
location for the JPSF. Investigations were also conducted to determine whether the property is, or
has ever been contaminated with any hazardous waste, other hazardous substances or petroleum
products. The inquiries were conducted both independently and in some cases in consultation with
OAC, Inc., the projects outside A&E design firm and GeoEngineers Inc. when specific engineering
expertise was required.
Geotechnical Assessment:
The location's seismic stability and subsurface hydrological properties were assessed by the
performance of a geotechnical subsurface investigation performed by GeoEngineers, Inc. primarily
during the month of December 2022. GeoEngineers reported that the site's subsurface structure
MEMORANDUM — TECHNICAL DUE DILLIGENCE, — JPSF, March 15, 2023 Page 3 of 10
March 21, 2023 1 - 19
consists of between 10 to 25 feet of a sand and gravel mixture that overlies very compact and hard
glacial till. The site is believed to be seismically very stable, and is unlikely to undergo either
liquefaction, spreading, or surface rupture in the event of an earthquake. The nearest significant
geological fault is located approximately one-half mile south of the proposed JPSF location.
GeoEngineers also reported that while some shallow subsurface water was encountered during site
investigation drilling activities, the water likely represents isolated perched aquifers that should not
present any difficulties during site development and subsequent occupancy. While some additional
geotechnical investigation work may be necessary during detailed design to support site drainage
system design, the site is believed to be acceptable in all regards from a geotechnical perspective,
and site geology should not deter a decision to acquire the W. Edgewood location.
Phase I Environmental Site Assessment and Chemical Screening:
In order to assess the possible existence of current or former Recognized Environmental Conditions
or RECs potentially affecting the proposed JPSF site, Jackson & Associates performed a Phase I
Environmental Site Assessment (Phase I ESA) meeting standards established by ASTM E1527-13.
The ASTM Standard defines a REC as:
... [T]he presence or likely presence of any hazardous substances [which includes
hazardous waste] or petroleum products in, on, or at a property: (1) due to any
release to the environment; (2) under conditions indicative of a release to the
environment; or (3) under conditions that pose a material threat of a future release
to the environment....
From December 2022 through January 2023, Jackson & Associates performed a variety of inquiries
required by the ASTM Standard including, but not limited to performing a site reconnaissance and
physical evaluation, searching regulatory data bases, interviewing the current site owners and
surrounding property owners, reviewing aerial photographs and historic topographical maps, and
property records. None of the inquiries performed resulted in discovery of any information
suggesting the possible existence of any RECs applicable to or affecting the subject site. A 208 page
Phase I ESA report was prepared and delivered to Clallam County on March 6, 2023.3
Although the Phase I ESA discovered no information suggesting the existence of a REC affecting
the site, it did reveal the existence of several nearby sites where known releases of hazardous
substances or petroleum products have occurred, or unpermitted solid waste disposal activities have
taken place in the past. As a consequence, Jackson & Associates recommended, and the CCBoC
approved the sampling and chemical analysis of soil and subsurface water at the W. Edgewood site.
3 Although the Phase I ESA was commissioned by and is expressly limited to the exclusive use of Clallam County, the
County's partner in this project, the City of Port Angeles may also use and rely upon the content of the ESA if it is
granted written permission by Clallam County and requests a "reliance letter" from Jackson & Associates. Jackson &
Associates anticipates that the City will make such a request.
MEMORANDUM — TECHNICAL DUE DILLIGENCE, — JPSF, March 15, 2023 Page 4 of 10
March 21, 2023 1 - 20
At Jackson & Associates' request, GeoEngineers, Inc. collected four soil samples and one subsurface
water sample at the site on February 24, 2023. The samples were submitted to Pace Analytical
Laboratories for analysis of heavy metals and volatile organic compounds. This type of analysis
determines concentrations of eight heavy metals that are considered toxic (all eight reported below)
and eighty-seven volatile and semi -volatile organic compounds (only those detected are reported
below). The results of Pace Analytical's work is summarized in TABLE I below. While the
presence of several substances at concentrations above background levels were detected, none were
present at a concentration representing a health risk or regulatory concern.
TABLE 1
Chemical Screening Analysis Results
Action Levels
m m /k
TCLP
Limit
m /k
Sample
B2W
mg/kgmg/kg
Sample
B1S
m /k
Sample
B2S
mg/kgmg/kg
Sample
B3S
m /k
State Wide
Background
mg/kg
HEAVY METALS
Arsenic
20
5
ND
10.7
4.63
3.94
6.97 _
Barium
1250
100
ND
269
106
84.4
1.60
Cadmium
25
1
ND
ND
ND
ND
0.99
Chromium
total
135
5
ND
64.5
48.7
48.97
23.3
Lead
220
5
N D
6.02
4.73
3.43
6.75
Mercury "*
9.0 / 0.7
0.2
ND
ND
ND
ND
0.08
Selenium
0.8
1
ND
ND
ND
ND
0.504
Silver
U
5
ND
ND
ND
ND
U
ORGANIC
COMPOUNDS
Acetone
7200
NA
0.00466
ND
ND
ND
NA
Gasoline Range
Organics
200
NA
ND
ND
ND
I ND
NA
Diesel Range
Organics
460
NA
ND
ND
5.60
6.08
NA
Residual Range
Organics
2000
NA
ND
ND
18.60
15.3
NA
ND = Not Detected U = Undetermined NA = Not Applicable
• For industrial or commercial land use from Table 745-1 and 749-2 in WAC 173-340-900
** Inorganic / organic respectively
*** C25 - C36, which mainly include heavy fuel oils, lubricating oils, waxes and related products, asphalts and pitch.
MEMORANDUM — TECHNICAL DUE DILLIGENCE, — JPSF, March 15, 2023 Page 5 of 10
March 21, 2023 1 - 21
Soils Evaluation for Suitability- of Septic System:
The W. Edgewood location is currently not served by a municipal sewer system, and it has been
determined that cost of bringing municipal sewer service to the site will likely be two to three million
dollars. It was determined during the fall of 2022 by Zenovic Engineers, the JPSF civil engineering
sub -contractor, that a standard small on -site septic system could serve the JPSF either as the primary,
or as a backup waste disposal system if location soils were of a proper type. It was also determined
that a properly engineered on -site septic system can be designed and installed at a cost that is an
order of magnitude less than that of extending municipal sewer service to the location.
On January 12, 2023, Soils Application, Inc., a local company specializing in the design and
installation of septic systems examined the W. Edgewood site to determine the ability of the
location's soils to support an on -site septic system. Soils Applications excavated five shallow
trenches and physically examined the soil strata in the presence of a Clallam County Environmental
Health official. Both the Soils Application and County Health official determined that the soil matrix
of the location is capable of supporting an on -site septic system able to accept and process the volume
of domestic sewage expected to be generated by the JPSF in full operation. Soils Application has
filed a report of its favorable findings with the Clallam County Environmental Health Department.
Potable Water and Fire Suiwession Flow:
Prior to making a finally determination on the suitability of the W. Edgewood site as the location for
the JPSF, it was deemed prudent to confirm the availability and flow rates of potable and fire
suppression water. Dry Creek Water District (Dry Creek) is the current purveyor of water at the
site.4 In January, 2023, Zenovic Engineers was tasked to consult with Dry Creek and determine its
ability to deliver required volumes of water.
Zenovic reported that based upon its experience with other projects in the area of the proposed JPSF
site, its consultations with Dry Creek, and examination of available data bases, it believes that the
purveyor should have no difficulty meeting the JPSF's potable and sanitation water needs. Dry
Creek has stated that it is willing to supply the needed water and that the City/County need only
make an application for service when water is needed.
Zenovic also believes that Dry Creek's system is capable of supply adequate fire suppression water
flow at the JPSF site. While establishing the ability of a system to deliver flows requires actually
testing under operational conditions, Zenovic believes that Dry Creek's system is sufficiently sized
and has necessary pressure to meet fire flow needs. It was pointed out that should Dry Creek not
meet expectations, a combination of booster pumps and on -site cisterns could be utilized to meet fire
4 The City of Port Angeles has expressed its preference that the JPSF utilize its municipal water system to supply both
potable and fire suppression water. However, extending the City municipal system to the site would involve costs similar
to that of extending the municipal sewer system (i.e., likely in the vicinity of $2 million). While extending the municipal
water supply to the JPSF site is certainly an alternative should Dry Creek Water District's supply prove unavailable for
any reason, JPSF project management does not believe it is financially viable at this time.
MEMORANDUM — TECHNICAL DUE DILLIGENCE, — JPSF, March 15, 2023 Page 6 of 10
March 21, 2023 1 - 22
flow needs. It is concluded that water supply is not a factor that should deter a decision to acquire
the W. Edgewood site.
Other Pre -Acquisition Requirements Addressed:
In addition to the issues discussed above, it was necessary to assure that three other major regulatory
requirements have been satisfied before a recommendation to move forward with acquisition of the
W. Edgewood JPSF site could be made. It has been confirmed that analysis of project environmental
impacts has been performed in conformity with the requirements of the State Environmental Policy
Act (SEPA), that an approval of the proposed project site has been issued by the Washington State
Department of Archeology and Historic Preservation (DAHP), and that a tribal consultation process
soliciting input from affected Native American tribes on the acceptability of the proposed JPSF site
has been conducted and concluded. Inquires confirmed that a SEPA review was performed by the
City of Port Angeles Community Development Department and concluded with the publication of a
mitigated determination of non -significance in January 2023; that the DAHP received the project's
application and granted an approval for the W. Edgewood site in October 2022; and, tribal
consultation with affected tribal nations began in December 2022 and concluded in January 2023
with no objections to the project's location being received.
All environmental regulatory and procedural requirements have been met. There is no remaining
issue that should deter moving forward with acquisition of the W. Edgewood site.
ALTERNATIVES:
JSPF Project management is unaware of any reasonable alternative that might be recommended at
this time. Delaying close of escrow on the W. Edgewood property at this time would risk loss to the
acquisition opportunity, result in significant project schedule delays, and likely result in increased
project costs.'
5 The project is aware that the City of Port Angeles desires to secure an ownership interest in the JPSF facility as a
condition of its project participation. The City and County are currently laboring to develop a formal written agreement
that will define the rights and liabilities of each party in a joint ownership scenario. While the process of developing an
appropriate agreement is underway, it likely cannot be concluded before the current (March 31It) or proposed extended
(April 301) deadline for close of escrow is reached. In order to avoid risk of loss of the acquisition opportunity, it is
recommended that the CCBoC consider moving forward by closing the current escrow, and subsequently conveying an
interest in the site to the City after the parties have concluded developing a joint ownership agreement.
MEMORANDUM — TECHNICAL DUE DILLIGENCE, — JPSF, March 15, 2023 Page 7 of 10
March 21, 2023 1 - 23
LEO
1
FIGURE I
Potential Construction Sites for the JPSF
MEMORANDUM — TECHNICAL DUE DILLIGENCE, — JPSF, March 15, 2023 Page 8 of 10
March 21, 2023 1 - 24
N JJ N
U
VI k 4
Z a s I
SS o
9ff
3 _9I,f�Za N
<
u o Z.P
7--O
j
00
;,feale
J
w
IJI M �uo,rrza s
I
L)
1
1
<
o
s
a
I
w
�
kk
F
1
73
r�
e
�Sp
Oy
� m
a
a CV M -rcx 1Z0 S
•mow w�� 1 �
oa
z
W ti
o v I;
r
qr_
Q N
�a
x M 1
a � I
ao
as
!'SCC90.jo N
T
0
N
0
� U
1 y
-- L/---
n
I i
J
0
2
a
x
�
k
fill
FIGURE 2
JPSF Site Survey Depicting Completed Subdivision of Parcel
MEMORANDUM — TECHNICAL DUE DILLIGENCE, — JPSF, March 15, 2023 Page 9 of 10
March 21, 2023 1 - 25
•Y
dr t S
y j
I'
5
Y'fre
1
J
n �
FIGURE 3
JPSF Proposed Facility Layout
MEMORANDUM — TECHNICAL DUE DILLIGENCE, — JPSF, March 15, 2023
March 21, 2023
Page 10 of 10
1 - 26
King, Brian
From: Sheri Crain <scrain@sequimwa.gov>
Sent: Monday, March 13, 2023 2:44 PM
To: King, Brian; bsmith@cityofpa.us
Subject: RE: Coffee with Colleen March 22
That works for me. I can do Wednesday lunch rotary this week. Still at the Red Lion?
From: King, Brian<brian.king@claIlamcountywa.gov>
Sent: Monday, March 13, 2023 2:36 PM
To: bsmith@cityofpa.us; Sheri Crain <scrain@sequimwa.gov>
Subject: FW: Coffee with Colleen March 22
EXTERNAL SENDER: This email originated outside the organization. Do not click links or open attachments unless you verify the
sender and know the content is safe.
List of topics to consider. I confirmed with Lorie our participation.
Sheri could be our guest for our noon Rotary on Weds? Then we could talk about our talk next week?
Brian J. King
Sheriff
Phone:360-417-2544
Mobile- 360-460-7273
Email: brian.kin rci?clallamgount�'�va. gov
i
lallam County Sheriffs Office
223 E 411 Street. Suite 12
P"L Angeles. WA 98362
, ".N% .c lallamcoii nivkva.zs)v1497lSheri ff
From: Lorie Fazio <Ifazia clallam.or >
Sent: Monday, March 13, 2023 9:08 AM
To: King, Brian <brian.kinR clallamcountywa.gov>
Subject: Coffee with Colleen March 22
Good morning Brian,
I wanted to confirm with you that Wednesday March 22 on our Clallam EDC Coffee with Colleen Chat would be a good fit for
yourself, Sequim Chief of Police Sheri Crain, and Port Angeles Chief of Police Brian Smith to present on the call.
Here are a few topics to consider:
Update on Legislative Bills this session.
• Code Enforcement
• Project Lifesaver
• Homelessness in Clallam County
• School Resource Officer (Port Angeles)
• College Intern & Volunteer Programs
1
March 21, 2023 1 - 27
Here is a small outline for our Wednesday morning chat on Coffee with Colleen:
1) As the guest presenter you would provide any information for the agenda in advance (run of show, what to expect, etc.).
We will begin the chat at 8 AM, we typically have 40-100 people join us from around our county each week. Colleen will
make introductions and thank everyone for joining us. Our guests typically have 40 - 45 minutes for their presentation.
Possibly each of you will have about 15 minutes each for your presentation to the group.
2) We allot 15-20 minutes for Q&A as we like to make the chat interactive with the attendees on the call. We are scheduled
to end the meeting at 9 AM or a few minutes afterwards. We do record the chat and post it to our website at
www.ciallam.org for those who were unable to join.
Please let me know as soon as you can if next Wednesday will work.
Thank you,
Lorie
Lorie Fazio I Exec. Business Relationship Manager I Clallam County EDC
Oft Office 360.457.7793 1 Cell 360.460.9946
338 W First St, Sutie 105, Port Angeles, WA 98362
ftl lfazio@clallam.oM I www.clallam.org
March 21, 2023 1 - 28
Geotechnical Engineering Services Report
Port Angeles Emergency Operations Center
Port Angeles, Washington
for
OAC Services, Inc.
February 28, 2023
GEOENGINEERS�
1101 South Fawcett Avenue, Suite 200
Tacoma, Washington 98402
253.383.4940
March 21, 2023 1 - 30
Geotechnical Engineering Services Report
Port Angeles Emergency Operations Center
Port Angeles, Washington
File No. 0598-015-00
February 28, 2023
Prepared for:
OAC Services, Inc.
2200 15Y Avenue South, Suite 200
Seattle, Washington 98134
Attention: John Rupp, PE
Prepared by:
GeoEngineers, Inc.
1101 South Fawcett Avenue, Suite 200
Tacoma, Washington 98402
253.383.4940
01
Christopher R. Newton, PE
Geotechnical Engineer
Morgan McArthur, PE
Associate Geological Engineer
CRN:MM:tlm
02/28/2023
02/28/2023
Disclaimer: Any electronic form, facsimile or hard copy of the original document (email, text, table, and/or figure), if provided, and any attachments are only a copy
of the original document. The original document is stored by GeoEngin eers, Inc. and evilI serve as the official document of record.
GEOENGINEERS�
March 21, 2023 1 - 31
1.0 INTRODUCTION AND PROJECT UNDERSTANDING.........................................................................................1
2.0 SCOPE OF SERVICES........................................................................................................................................ 1
3.0 SITE CONDITIONS.............................................................................................................................................. 1
3.1. Surface Conditions......................................................................................................................................1
3.2. Literature Review........................................................................................................................................2
3.2.1. Geologic Map............................................................................................................................ ....2
3.2.2. Water Well Information...................................................................................................................2
3.3. Subsurface Conditions...............................................................................................................................3
3.3.1. Subsurface Explorations and Laboratory Testing..........................................................................3
3.3.2. Soil and Groundwater Conditions...................................................................................................3
4.0 CONCLUSIONS AND RECOMMENDATIONS.................................................................................................... 4
4.1. Key Geotechnical Considerations..............................................................................................................4
4.2. Seismic
Design Considerations..................................................................................................................4
4.2.1.
Seismic Design Parameters............................................................................................................4
4.2.2.
Liquefaction.....................................................................................................................................5
4.2.3.
Lateral Spreading Potential............................................................................................................5
4.2.4.
Surface Rupture Potential.............................................................................................................5
4.3. Site Development and Earthwork..............................................................................................................6
4.3.1.
General.............................................................................................................................................6
4.3.2.
Clearing and Stripping.....................................................................................................................6
4.3.3.
Erosion and Sedimentation Control...............................................................................................6
4.3.4.
Temporary Excavations and Cut Slopes.........................................................................................7
4.3.5.
Permanent Cut and Fill Slopes.......................................................................................................7
4.3.6.
Groundwater Handling Considerations..........................................................................................7
4.3.7.
Surface Drainage.............................................................................................................................8
4.3.8.
Subsurface Drainage.......................................................................................................................8
4.3.9.
Subgrade Preparation.....................................................................................................................8
4.3.10.
Subgrade Protection and Wet Weather Considerations...............................................................8
4.4. Fill Materials................................................................................................................................................9
4.4.1.
Structural Fill....................................................................................................................................9
4.4.2.
Select Granular Fill..........................................................................................................................9
4.4.3.
Pipe Bedding.................................................................................................................................
10
4.4.4.
Trench Backfill..............................................................................................................................
10
4.4.5.
On -Site Soil....................................................................................................................................
10
4.5. Fill Placement and Compaction..............................................................................................................
10
4.5.1.
General..........................................................................................................................................10
4.5.2.
Area Fills and Bases ................................. __..................................................... ...........................
10
4.5.3.
Backfill Behind Retaining Walls and Below -Grade Structures ...................................................
11
4.5.4.
Trench Backfill..............................................................................................................................
11
4.6. Shallow Foundation Support...................................................................................................................
11
4.6.1.
General..........................................................................................................................................11
4.6.2.
Foundation Drainage....................................................................................................................
11
GMENGINEERS� February 28, 2023 1 Page i
March 21, 2023 1 - 32
4.6.3. Footing Bearing Surface Preparation and Allowable Soil Bearing Pressure ............................. 12
4.6.4. Foundation Settlement................................................................................................................ 13
4.6.5. Lateral Resistance........................................................................................................................ 13
4.7. Slab -On -Grade Floors............................................................................................................................... 13
4.8. Retaining Walls and Below -Grade Structures........................................................................................ 14
4.8.1. Design Parameters....................................................................................................................... 14
4.8.2. Drainage........................................................................................................................................15
4.9. Stormwater Infiltration............................................................................................................................. 15
4.10.Pavement Recommendations................................................................................................................. 16
4.10.1. General.......................................................................................................................................... 16
4.10.2. Construction Considerations....................................................................................................... 16
4.10.3. Asphalt Concrete Pavement Design.......................................................... ............................. 17
4.10.4. Portland Cement Concrete Pavement Design............................................................................ 17
5.0 LIMITATIONS....................................................................................................................................................18
6.0 REFERENCES...................................................................................................................................................18
LIST OF FIGURES
Figure 1. Vicinity Map
Figure 2. Site Plan
APPENDICES
Appendix A. Subsurface Explorations and Laboratory Testing
Figure A-1 - Key to Exploration Logs
Figures A-2 through A-7 - Logs of Borings
Figure A-8 and A-9 - Sieve Analysis Results
Appendix B. Report Limitations and Guidelines for Use
GWENGINEERS�
February 28, 2023 i Page H
File No. 0598-015-00
March 21, 2023 1 - 33
1.0 INTRODUCTION AND PROJECT UNDERSTANDING
This report presents the results of our geotechnical engineering services for the proposed Emergency
Operations Center (EOC), also referred to as the Joint Public Safety Facility (JPSF), to be located in Port
Angeles, Washington. The project site is located southwest of the intersection of South Tyler Road and West
Edgewood Drive and is designated as Clallam County Parcel Number 063007-528010. The approximate
project location is shown on Figure 1. Vicinity Map. The proposed project site will occupy the northeast
corner of the parcel. The preliminary parcel is irregularly shaped and approximately 3.84 acres.
Our project understanding is based on discussions with you, a review of a preliminary Conceptual Site
Layout Plan by Zenovic & Associates and dated December 12, 2022, and a review of a preliminary lot layout
plan by B.R. Lymangrover Land Surveying and dated December 12, 2022. We understand that the new EOC
will consist of a single -story steel -framed structure located near the center of site. The structure is
envisioned to span from outer wall to outer wall, but some non -load bearing interior walls are also
envisioned. Other site improvements include a new parking lot and emergency vehicle access areas.
We understand stormwater facilities may be included in the project, but specific stormwater infiltration or
detention facilities have not yet been determined. We further understand that stormwater infiltration or
detention facilities will be designed and constructed in accordance with the 2019 Washington State
Department of Ecology's Stormwater Management Manual for Western Washington (SWMMWW), as
adopted by Clallam County.
2.0 SCOPE OF SERVICES
The purpose of our services is to explore subsurface conditions to form a basis for developing geotechnical
design and construction recommendations for the proposed Port Angeles EOC. Our services have been
provided in general accordance with our Subconsultant Agreement with OAC Services, Inc. (OAC) executed
on October 17, 2022 and our project proposal dated September 23, 2022. A complete list of our scope of
services is provided in our proposal.
3.0 SITE CONDITIONS
3.1. Surface Conditions
The project site is currently vacant and vegetated with grass, small trees, and other brush. The site is
generally bounded by the Airport Garden Center and West Edgewood Drive to the north, South Tyler Road
to the east, a commercial property to the south, and undeveloped property to the west. The project site is
generally undeveloped; however, some past grading and fill activities have occurred based on subsurface
conditions encountered and described below.
The topography across the site generally slopes downward to the north, and the southern portions of the
site are slightly hummocky. Slope inclinations are variable across the site and range from approximately
24H:1V (horizontal to vertical) to 5H:1V. Topographic relief across the site is approximately 35 feet, from
Elevation (EL) 300 feet at the northeast corner to EL 335 feet in the southwest corner. Elevations in this
GEoENGINEERS r, February28, 2023 Pagel
File No. 0598-015-00
March 21, 2023 1 - 34
report are referenced to the North American Vertical Datum of 1988 (NAVD88). Elevations should be
considered approximate.
Shallow standing water was also observed in several areas along the ground surface at the time of our
explorations. Some of these areas were at the toe of the north facing slope, at the southwest corner of the
site (boring B-5), along an apparent manmade trench across the northern portion of the site, and along the
surface surrounding boring B-1. Based on our observations, the shallow standing water observed is likely
the result of perched groundwater seepage from the hillside and recent precipitation events.
3.2. Literature Review
3.2.1. Geologic Map
The geologic information we reviewed in the project vicinity includes the Geologic Map of the Port Angeles
and Ediz Hook 7.5-minute Quadrangles, Clallam County, Washington (Schasse et al. 2004). The project
site is mapped as Juan de Fuca lobe till (Qgt). The Juan de Fuca lobe till is described to consist of a highly
compact mixture of silt, clay, sand, gravel, and boulders that were directly deposited and overridden by
glacial ice. The upper few feet of glacial deposits can commonly be weathered and in a medium dense
condition.
Other soil units mapped within a half mile of the project site include recessional outwash soils (Qgo, Qgoi)
800 to 2000 feet to the northeast and southeast, respectively, modified land (Qml) at the William R
Fairchild airport to the north, and older alluvium (Qoaf) approximately 2,000 feet to the northwest.
Recessional outwash is described to consist of gravel, sand, silt, clay, and locally peat, and was deposited
by melt water from glacier recession. The older alluvium is described to consist of gravel, sand, silt, clay,
and peat. Recessional outwash and alluvium soils are generally in a loose to medium dense condition and
have not been glacially overridden like glacial till.
3.2.2. Water Well Information
We searched the Washington State Department of Natural Resources (WADNR) Interactive Geologic
Information Portal (DNR Geologic Portal) on February 8, 2023, for water well log reports in the project
vicinity. Our search identified one water well log report located about 1 mile east from the project site.
Reported subsurface information from the reviewed water well log report is shown in Table 1 below.
TABLE 1. SUBSURFACE INFORMATION FROM WELL LOGS
Approximate
Ecology Well
Reported Depth to Static
Groundwater
ID
Groundwater from Top of Well
Elevation'
General Soil Conditions
(Well Depth)
Well Location
(Date of Measurement)
(feet)
Reported
AFC 843
1224 Spruce
313 feet
52
"Hardpan", clay,
(340 feet)
Street (-1 mile
(07/19/2001)
compacted gravel; no
east of site)
artesian conditions noted.
Notes:
1 Elevations are referenced to the NAVD88 and should be considered approximate.
Soils described in the reviewed well log report appear to predominantly consist of glacial deposits or older
materials that have been consolidated by glacial advance. We interpret the static groundwater level
GEOENGINEER� February28, 2023 Page 2
File No. 0598-015-00
March 21, 2023 1 - 35
reported in the reviewed well log to be representative of a deeper regional groundwater table in the EOC
project vicinity. However, zones of perched groundwater could be present in the project vicinity. It is
common for glacial till soils to contain zones of perched groundwater as described in Section 3.3.2 Soil and
Groundwater Conditions.
3.3. Subsurface Conditions
3.3.1.Subsurface Explorations and Laboratory Testing
We explored subsurface conditions atthe site by advancing six borings (B-1 through B-6) atthe approximate
locations shown on the attached Figure 2, Site Plan. A description of our subsurface exploration program
and summary exploration logs are provided in Appendix A, Subsurface Explorations and Laboratory Testing.
Selected samples collected from our borings were tested in our laboratory to confirm field classifications
and to evaluate pertinent engineering properties. Our laboratory testing program included grain -size
distribution analyses, percent fines determinations, and moisture content determinations. A summary of
our laboratory testing program and the test results are provided in Appendix A.
3.3.2.Soil and Groundwater Conditions
We encountered what we interpret to be fill overlying glacial till deposits in borings B-1 through B-5; glacial
till deposits were noted from the ground surface to the depths explored in boring B-6.
The fill material in borings B-1 through B-5 extended to depths ranging from about 11/2 to 13 feet below
ground surface (bgs) and generally consisted of very loose to medium dense silty sand and stiff to hard
sandy silt, both containing variable gravel content. Borings B-1 through B-4 were located near the proposed
EOC building footprint, with B-1 and B-2 by the northern corners and B-3 and B-4 by the southern corners.
The fill extended to about 5 and 11/2 feet bgs at B-1 and B-2, respectively. Fill extended to about 11 and
13 feet bgs at B-3 and B-4, respectively. Based on our observations, we anticipate that existingfill thickness
increases in the southern portion of the proposed building footprint. All borings were terminated in glacial
till at depths ranging from about 15 to 24 feet bgs.
Underlying the fill material and from the ground surface in boring B-6, we observed material we interpret to
be glacial till. The glacial till generally consisted of very dense sand with variable silt and gravel content and
hard silt with variable sand and gravel content. However, the upper 6 to 7 feet of glacial till in boring B-2
was observed to be weathered and medium dense. The very dense glacial till contact varied at the site and
was encountered between about EL 300 and EL 324 feet. For the purposes of this report, we have assumed
thatthe EOC building footprint will remain within the approximate boundary confined by borings B-1through
B-4. Therefore, for foundation design considerations described in this report, very dense glacial till can be
estimated at about EL 300 feet. If the EOC building footprint moves elsewhere on site, we can help provide
a revised elevation for the very dense glacial till.
We did not observe what we interpret to be the regional groundwater table in our explorations. We did,
however, observe groundwater in boring B-2 at about 41/2 feet bgs. Zones containing moist soil conditions
were also observed beneath this depth. Intermittent wet soil zones were also observed in borings B-2 and
B-3. Indications of periodic groundwater were observed in some of the other borings based on soil coloring
and oxidation staining. Based on the reviewed well log report and our experience, we interpret groundwater
and indications of groundwater observed in our explorations to be associated with perched groundwater. It
GEOENGINEER� February 28, 2023 Page 3
File No. 0598-015-00
March 21, 2023 1 - 36
is common for glacial till soils to contain isolated zones of perched groundwater, particularly at the contact
between more permeable and less permeable soils (such as the interface between fill and glacial till, or
within weathered zones of glacial till or cleaner sand and gravel seams). We anticipate that perched
groundwater could be present throughout the site or at other depths, depending on soil conditions,
precipitation events, and otherfactors. We expectthat perched groundwater levels will generally be highest
during the wet season, typically October through May.
4.0 CONCLUSIONS AND RECOMMENDATIONS
4.1. Key Geotechnical Considerations
Based on our understanding of the project, the explorations performed forthis study and our experience, it
is our opinion that the proposed improvements can be designed and constructed generally as envisioned
with regard to geotechnical considerations. A summary of key geotechnical considerations for the project
is provided below and is followed by our detailed recommendations.
Proposed structures at the site can be supported using spread footings, mats, and slabs -on -grade,
provided that the foundation bearing surfaces are prepared as recommended.
For budgeting purposes, we recommend assuming that up to 25 percent of slab -on -grade areas and
footings will require overexcavation and replacement with up to 1 foot of structural fill in order to
establish a suitable subgrade surface.
We did not observe the regional groundwater table in our explorations advanced for this study; however,
we observed what we interpret to be perched groundwater at the site. Shallow standing water was also
observed at the ground surface in several areas.
We did not identify liquefiable soils in our explorations and in our opinion the risk of liquefaction
occurring at this site is low.
-i Clearing and stripping depths at the site will typically be on the order of 6 to 9 inches.
-i Soils observed at the site contain a significant amount of fines, and, therefore, could be difficult or
impossible to work with when wet or become easily disturbed if exposed to wet weather. Depending on
the intended use of the material and the moisture/weather conditions, it may be difficult to re -use on -
site soils as structural fill.
Based on our observations, the infiltration capacity of the observed site soils is low. Additional field
testing will be necessary to further evaluate the suitability of site soils for stormwater infiltration and to
establish a design infiltration rate if infiltration is included in design.
4.2. Seismic Design Considerations
4.2.1.Seismic Design Parameters
We understand seismic design of proposed structures will be performed using procedures outlined in the
2018 International Building Code (IBC). The 2018 IBC states structures shall be designed and constructed
to resist the effects of earthquake motions in accordance with American Society of Civil Engineers (ASCE)
7-16.
GEOENGiNEERS� February 28, 2023 ' Page 4
File No. 0598-015-00
March 21, 2023 1 - 37
We used map -based values as recommended by the United States Geological Survey (USGS) to determine
the seismic design spectrum in accordance with ASCE 7-16. Based on subsurface conditions observed in
our explorations, our review of site geology, and our experience in the area, we anticipate soils below our
explorations and extendingto depth are glacially consolidated and dense to very dense. For seismic design
and analysis, we recommend using a response spectrum for Site Class C. We recommend the parameters
provided in Table 2 below.
TABLE 2. SEISMIC DESIGN CRITERIA
2018 IBC (ASCE 746) Seismic Design Parameters -
Spectral Response Acceleration at Short Periods (Ss)
1.637g
Spectral Response Acceleration at 1-Second Periods (Si)
0.638g
Site Class
C
Design Peak Ground Acceleration (PGAm)
0.877g
Design Spectral Response Acceleration at Short Periods (SDs)
1.31g
Design Spectral Response Acceleration at 1-Second Periods (SDI)
0.595g
Notes:
1 Parameters developed based on latitude 48.1113018 and longitude-123.4928403 using the Applied Technology Council (ATC)
Hazards online tool ).
4.2.2. Liquefaction
Liquefaction refers to a condition where vibration or shaking of the ground, usually from earthquake forces,
results in development of excess pore pressures in loose, saturated soils and subsequent loss of strength
in the deposit of soil so affected. In general, soils that are susceptible to liquefaction include loose to
medium dense sands to silty sands that are below the water table. The WADNR Geologic Portal (accessed
February 8, 2023) indicates the site has a "very low" liquefaction susceptibility. Based on the soil and
groundwater conditions observed in our explorations, it is our opinion that the potential for liquefaction at
the site is low.
4.2.3. Lateral Spreading Potential
Lateral spreading related to seismic activity typically involves lateral displacement of large, surficial blocks
of non -liquefied soil when a layer of underlying soil loses strength during seismic shaking. Lateral spreading
usually develops in areas where sloping ground or large grade changes (including retaining walls) are
present. Based on our understanding of the liquefaction risk at the site and the proposed improvements, it
is our opinion that the risk of lateral spreading is low.
4.2.4.Surface Rupture Potential
According to the WADNR Geologic Portal (accessed February 21, 2023), the nearest mapped fault is the
Lower Elwha Fault approximately I/2 mile south of the project site. It is identified as a thrust fault, is
concealed (soil and/or rock overlies the fault) and runs generally in an east -west direction. Based on the
proximity of the project site to this fault, the fault information available at the time of this study, and the
presence of thick soil and/or rock overlying the fault in the project vicinity, it is our opinion the risk for
surface rupture the project site is low.
GEOENGINEERS� February 28, 2023 Page 5
File No. 0598-015-00
March 21, 2023 1 - 38
4.3. Site Development and Earthwork
4.3.1. General
We anticipate that site development and earthwork will include excavating for shallow foundations, utilities,
and other improvements, establishing subgrades for foundations and roadways and placing and
compactingfill and backfill materials. We expect that site grading and earthwork can be accomplished with
conventional earthmoving equipment. The following sections provide specific recommendations for site
development and earthwork.
4.3.2. Clearing and Stripping
We anticipate that clearing and stripping depths at the site will be on the order of 6 to 9 inches to remove
vegetation roots and/or disturbed soils at the surface. Greater stripping depths may be required in areas
containing large trees and heavier vegetation, lower lying areas, or if a thicker topsoil/organic-rich soil layer
is present.
During tree removal and stripping operations excessive disturbance of surficial soils may occur, especially
if left exposed to wet conditions. Disturbed soils may require additional remediation during construction
and grading. Stumps and the primary root system of removed trees should be completely removed; voids
created by this process should be backfilled with compacted structural fill.
Although not observed in our explorations, cobbles and boulders are common in local glacial soils.
The contractor should be prepared to remove boulders and cobbles. Boulders may be removed from the
site or used in landscape areas. Voids caused by boulder removal should be backfilled with compacted
structural fill.
4.3.3. Erosion and Sedimentation Control
Erosion and sedimentation rates and quantities can be influenced by construction methods, slope length
and gradient, amount of soil exposed and/or disturbed, soil type, construction sequencing and weather.
Implementing an Erosion and Sedimentation Control Plan will reduce impacts to the project where erosion -
prone areas are present. The plan should be designed in accordance with applicable city, county, and/or
state standards. The plan should incorporate basic planning principles, including:
Scheduling grading and construction to reduce soil exposure;
* Re -vegetating or mulching denuded areas;
■ Directing runoff away from exposed soils;
■ Reducing the length and steepness of slopes with exposed soils;
Decreasing runoff velocities;
Preparing drainage ways and outlets to handle concentrated or increased runoff;
Confining sediment to the project site; and
Inspecting and maintaining control measures frequently.
GMENGINEERS�
February 28, 2023 Page 6
File No. 0598-015-00
March 21, 2023 1 - 39
Temporary erosion protection should be used and maintained in areas with exposed or disturbed soils to
help reduce erosion and reduce transport of sediment to adjacent areas and receiving waters. Permanent
erosion protection should be provided by paving, structure construction, or landscape planting.
Until the permanent erosion protection is established, and the site is stabilized, site monitoring may be
required by qualified personnel to evaluate the effectiveness of the erosion control measures and to repair
and/or modify them as appropriate. Provisions for modifications to the erosion control system based on
monitoring observations should be included in the Erosion and Sedimentation Control Plan. Where sloped
areas are present, some sloughing and raveling of exposed or disturbed soil on slopes should be expected.
We recommend that disturbed soil be restored promptlyso that surface runoff does not become channeled.
4.3.4. Temporary Excavations and Cut Slopes
Excavations deeper than 4 feet must be shored or laid back at a stable slope if workers are required to
enter. Shoring and temporary slope inclinations must conform to the provisions of Title 296 Washington
Administrative Code (WAC), Part N, "Excavation, Trenching and Shoring." Regardless of the soil type
encountered in the excavation, shoring, trench boxes, or sloped sidewalls will be required under
Washington Industrial Safety and Health Act (WISHA). The contract documents should specify that the
contractor is responsible for selecting excavation and dewatering methods, monitoring the excavations for
safety and providing shoring, as required, to protect personnel and structures.
In general, temporary cut slopes at this site should be inclined no steeper than about 11/2H to 1V. This
guideline assumes that all surface loads are kept at a minimum distance of at least one-half the depth of
the cut away from the top of the slope and that seepage is not present on the slope face. Flatter cut slopes
will be necessary where seepage occurs or if surcharge loads are anticipated. Temporary covering with
heavy plastic sheeting should be used to protect slopes during periods of wet weather.
4.3.5. Permanent Cut and Fill Slopes
We recommend permanent slopes be constructed at an inclination no greater than 2H to 1V. Where 2H to
1V permanent slopes are not feasible, protective facings and/or retaining structures should be considered.
To achieve uniform compaction, we recommend fill slopes be overbuilt and subsequently cut back to
expose well -compacted fill. Fill placement on existing slopes steeper than 5H to 1V should be benched into
the slope face. The configuration of benches depends on the equipment being used and the inclination of
the existing slope. Bench excavations should be level and extend into the slope face at least half the width
of the compaction equipment used.
Exposed areas should be re -vegetated as soon as practical to reduce surface erosion and sloughing.
Temporary protection should be used until permanent protection is established.
4.3.6. Groundwater Handling Considerations
Based on our understanding of the proposed site improvements, we do not anticipate that the regional
groundwater table will be encountered during excavation activities at the site.
Perched groundwater was observed in exploration B-2 at 41/2 feet bgs along with other indications of
perched groundwater in the explorations (described in Section 3.3.2). Based on these observations, we
anticipate that perched groundwater is likely to be present in other areas and depths at the site. The
GMENGINEERS� February 28, 2023 Page 7
File No, 0598-015-00
March 21, 2023 1 - 40
contractor should be prepared to deal with areas of perched groundwater during construction. Groundwater
handling needs will typically be lower during the summer and early fall months. We anticipate that shallow
perched groundwater can be handled adequately with sumps, pumps, and/or diversion ditches, as
necessary. Ultimately, we recommend that the contractor performing the work be made responsible for
controlling and collecting groundwater encountered.
4.3.7.Surface Drainage
Surface water from roof downspouts, driveways, and landscape areas should be collected and controlled.
Curbs or other appropriate measures such as sloping driveways and surface grades, sidewalks, and
landscape areas should be used to direct surface flow away from buildings, erosion sensitive areas, and
from behind retaining structures. Roof and catchment drains should not be connected to wall orfoundation
drains.
4.3.8.Subsurface Drainage
Based on our subsurface explorations, the site is underlain by low permeability sand and silt (existing site
fill and glacial till deposits). Excavations that extend into these soils, such as foundation excavations, will
likely create a perched groundwater condition. Utility trenches that extend into these soils and are backfilled
with structural fill could also create perched groundwater due to difference in permeability between trench
backfill and the surrounding soils.
Based on our explorations, we recommend that perimeter foundation drains be considered in the project
design. It is our opinion that underslab drains are not needed unless excessive water is encountered during
excavation and grade development for the building slab. To manage perched groundwater within site
excavations and where groundwater or high moisture would be detrimental to other site improvements,
other special drainage details could be required. For example, special drainage provisions may be needed
to help clear groundwater accumulation in utility trenches and other excavations backfilled with permeable
material, or in areas located near structures.
4.3.9.Subgrade Preparation
Subgrades that will support structures and pavements should be thoroughly compacted to a uniformly firm
and unyielding condition upon completion of stripping and before placing structural fill. We recommend
that subgrades for structures and pavements be evaluated to identify areas of yielding or soft soil. Probing
with a steel probe rod or proof -rolling with a heavy piece of wheeled construction equipment are appropriate
methods of evaluation.
If soft or otherwise unsuitable subgrade areas are revealed during evaluation that cannot be compacted to
a stable and uniformly firm condition, we recommend that: (1) the unsuitable soils be scarified (e.g., with a
ripper or farmer's disc), aerated, and recompacted, if practical; or (2) the unsuitable soils be removed and
replaced with compacted structural fill, as needed.
4.3.10. Subgrade Protection and Wet Weather Considerations
Soils observed in our explorations contain a significant quantity of fines and will be susceptible to
disturbance during periods of wet weather. The wet weather season generally begins in October and
continues through May in western Washington; however, periods of wet weather can occur during any
month of the year. It may be possible to conduct earthwork at the site during wet weather months provided
GEOENGINEERS� February 28, 2023 Page 8
File No, 0598-015-00
March 21, 2023 1 - 41
appropriate measures are implemented to protect exposed soil. If earthwork is scheduled during the wet
weather months, we offer the following recommendations:
Measures should be implemented to remove or eliminate the accumulation of surface water from work
areas. The ground surface in and around the work area should be sloped so that surface water is
directed away and graded so that areas of ponded water do not develop. Measures should be taken by
the contractor to prevent surface water from collecting in excavations and trenches.
:l Earthwork activities should not take place during periods of heavy precipitation.
Slopes with exposed soils should be covered with plastic sheeting.
j The contractor should take necessary measures to prevent on -site soils and other soils to be used as
fill from becoming wet or unstable. These measures may include the use of plastic sheeting, sumps
with pumps and grading. The site soils should not be left uncompacted and exposed to moisture.
Sealing exposed soils by rolling with a smooth -drum roller prior to periods of precipitation will help
reduce the extent to which these soils become wet or unstable.
Construction traffic should be restricted to specific areas of the site, preferably areas that are surfaced
with working pad materials not susceptible to wet weather disturbance.
Construction activities should be scheduled so that the length of time that soils are left exposed to
moisture is reduced to the extent practical.
4.4. Fill Materials
4.4.1.Structural Fill
The workability of material for use as structural fill will depend on the gradation and moisture content of
the soil. Material used for structural fill should be free of debris, organic contaminants, and rock fragments
larger than 6 inches. For most applications, structural fill consisting of material similarto "Select Borrow" or
"Gravel Borrow" as described in Section 9-03.14 of the Washington State Department of Transportation
(WSDOT) Standard Specifications will be appropriate.
Weather and site conditions should be considered when determining the type of import fill materials
purchased and brought to the site for use as structural fill. If earthwork activities are scheduled during the
wet weather months or during prolonged periods of wet weather, we recommend that washed crushed rock
or select granular fill, as described below, be used for structural fill.
If prolonged dry weather prevails during the earthwork phase of construction, materials with a somewhat
higher fines content may be acceptable.
4.4.2.Select Granular Fill
Select granular fill should consist of well -graded sand and gravel or crushed rock with a maximum particle
size of 6 inches and less than 5 percent fines by weight based on the minus 3/4-inch fraction. Organic matter,
debris, or other deleterious material should not be present. In our opinion, material with gradation
characteristics similar to WSDOT Standard Specification 9-03.9 (Aggregates for Ballast and Crushed
Surfacing), or 9-03.14 (Borrow) is suitable for use as select granular fill, provided that the fines content is
less than 5 percent (based on the minus 3/4-inch fraction) and the maximum particle size does not exceed
6 inches.
GEOENGINEER� February 28, 2023 Page 9
,File No. 0598-015-00
March 21, 2023 1 - 42
4.4.3. Pipe Bedding
Trench backfill for the bedding and pipe zone should consist of well -graded granular material similar to
"Gravel Backfill for Pipe Zone Bedding" described in Section 9-03.12(3) of the WSDOT Standard
Specifications. The material must be free of roots, debris, organic matter, and other deleterious material.
Other materials may be appropriate depending on manufacturer specifications and/or local jurisdiction
requirements.
4.4.4.Trench Backfill
Trench backfill must be free of debris, organic material, and rock fragments larger than 6 inches.
We recommend that trench backfill material consist of material similar to "Select Borrow" or "Gravel
Borrow" as described in Section 9-03.14 of the WSDOT Standard Specifications.
4.4.5.On-Site Soil
Based on our subsurface explorations and experience, it is our opinion that existing site soils, excluding
any topsoil/organic-rich soil, may be considered for use as structural fill and trench backfill, provided they
can be adequately moisture conditioned, placed, and compacted as recommended and do not contain
organic or other deleterious material. The existing site fill and glacial till soils at the site are moisture
sensitive and will be very difficult or impossible to properly compact when wet.
In addition, the near surface sand and sandy silt soils contained moisture contents ranging between about
14 and 24 percent. This range of moisture contents is near or above optimum moisture content (OMC) for
compaction of these soil types. Therefore, we anticipate existing soils could potentially be above OMC when
excavated. Soils placed and compacted above OMC are typically difficult to work with and may have trouble
achieving adequate compaction. If earthwork occurs during a typical wet season, or if the soils are
persistently wet and cannot be dried back due to prevailing wet weather conditions or lack of drying
space/time, we recommend the use of imported structural fill or select granular fill, as described above.
4.5. Fill Placement and Compaction
4.5.1. General
To obtain proper compaction, fill and backfill soil should be compacted near the OMC and in uniform
horizontal lifts. Lift thickness and compaction procedures will depend on the moisture content and
gradation characteristics of the soil and the type of equipment used. The maximum allowable moisture
content varies with the soil gradation and should be evaluated during construction. Generally, 8- to 12-inch
loose lifts are appropriate for steel -drum vibratory roller compaction equipment. Compaction should be
achieved by mechanical means. During fill and backfill placement, sufficient testing of in -place density
should be conducted to check that adequate compaction is being achieved.
4.5.2.Area Fills and Bases
Fill placed to raise site grades, under pavements, and in structural areas should be placed on subgrades
prepared as recommended in Section 4.3.8 Subsurface Drainage. Fill material placed below structures and
footings should be compacted to at least95 percent ofthetheoretical maximum dry density (MDD) perASTM
International (ASTM) D 1557. Fill material placed less than 2 feet below pavement sections should be
compacted to at least 95 percent of the MDD. Fill placed deeper than 2 feet below in these areas should
be compacted to at least 90 percent of the MDD. Fill material placed in landscaping areas should be
GEOENGINEERS� February 28, 2023 : Page 10
File No- 0598-015-00
March 21, 2023 1 - 43
compacted to a firm condition that will support construction equipment, as necessary, typically around
85 to 90 percent of the MDD.
4.5.3. Backfill Behind Retaining Walls and Below -Grade Structures
Backfill behind retaining walls or below -grade structures should be compacted to between 90 and
92 percent of the MDD. Overcompaction of fill placed directly behind retaining walls or below -grade
structures should be avoided. We recommend use of hand -operated compaction equipment and maximum
6-inch loose lift thickness when compacting fill within about 5 feet behind retaining walls or below -grade
structures.
4.5.4.Trench Backfill
For utility excavations, we recommend that the initial lift of fill over the pipe be thick enough to reduce the
potential for damage during compaction, but generally should not be greater than about 18 inches above
the pipe. In addition, rock fragments greater than about 1 inch in maximum dimension should be excluded
from this lift.
Trench backfill material placed below structures and footings should be compacted to at least 95 percent
of the MDD. In pavement areas (parking lots and driveways), trench backfill should be uniformly compacted
in horizontal lifts to at least 95 percent of the MDD in the upper 2 feet below subgrade. Fill placed below a
depth of 2 feet from subgrade in these areas must be compacted to at least 90 percent of the MDD.
In non-structural areas, trench backfill should be compacted to a firm condition that will support
construction equipment as necessary.
4.6. Shallow Foundation Support
4.6.1. General
Soils observed near the proposed EOC building footprint (borings B-1 through B-4) comprised fill overlying
glacial till. The upper 6 to 7 feet of glacial till in boring B-2 was observed to be weathered and in a medium
dense condition, and in our opinion will act similarly to the existing fill under shallow foundation loads. As
such, for foundation bearing design, we provide two allowable bearing pressures: one for the existing site
fill/weathered glacial till and one for intact glacial till. Although we provide two allowable bearing pressures,
our bearing surface preparation recommendations are the same for both cases.
The proposed structures atthe site can be satisfactorily supported on continuous wall and isolated column
footings. Exterior footings should be established at least 18 inches belowthe lowest adjacent grade. Interior
footings can be founded a minimum of 12 inches below the bottom of the floor slab. Isolated column and
continuous wall footings should have minimum widths of 24 and 18 inches, respectively.
The sections below provide our recommendations for foundation bearing surface preparation and
foundation design parameters.
4.6.2. Foundation Drainage
We recommend that perimeter foundation drains be installed around the exterior building foundation to
help manage potential perched groundwater as described in Section 4.3.8. Footing drains should be
designed to collect and direct water away from the perimeter of the building and be equipped with
cleanouts. The drainpipe should be perforated, rigid, and smooth -walled with a minimum diameter of
GEOENGiNEERS� February28, 2023 Page ll
File \a 0598-015-00
March 21, 2023 1 - 44
4 inches and be placed at the base of the foundation and surrounded by 6 inches of free -draining material.
The free -draining material should consist of material similar to "Gravel Backfill for Drains" per WSDOT
Standard Specification Section 9 03.12(4). A nonwoven geotextile fabric should then wrap around the pipe
and free -draining material zone to help prevent fine soil from migrating into the drainage system. The
drainpipe should be metal or rigid polyvinyl chloride (PVC) pipe and be sloped to drain by gravity to a suitable
discharge point. Water collected in roof and catchment drains must not be routed to the perimeter footing
drains.
4.6.3. Footing Bearing Surface Preparation and Allowable Soil Bearing Pressure
We provide allowable bearing pressures for two conditions:
Bearing Condition 1 - Footings bearing on existing site fill or weathered glacial till (above about
EL 300 feet)
Bearing Condition 2 - Footings bearing on intact glacial till (at or below about EL 300 feet)
The estimated elevation for intact glacial till is based on the limited information collected from explorations
B-1 through B-4 and should be confirmed during construction. The bearing pressures provided below apply
to the total of dead and long-term live loads and may be increased by one-third when considering total
loads, including earthquake or wind loads. These are net bearing pressures. The weight of the footing and
overlying backfill can be ignored in calculating footing sizes.
All subgrades below footings should be proof -compacted to a uniformly firm and unyielding condition prior
to placement of structural fill or construction of the footing. Structural fill placed below footings (if
necessary) should consist of select granular fill as described in Section 4.4.2 Select Granular Fill of this
report. For budgeting purposes, we recommend assuming that up to 25 percent of the footings will require
overexcavation and replacement with up to 1 foot of structural fill in order to establish a suitable subgrade
surface. This is generally due to the high silt content and moisture conditions observed in upper soils near
the proposed building footprint. Structural fill should extend laterally beyond the foundation perimeter a
distance equal to the depth of the structural fill placed, or 3 feet, whichever is less. This budgeting
assumption should be revisited based on the planned grading and whether foundation support is planned
using Bearing Condition 1, Bearing Condition 2, or a combination.
Foundation bearing surfaces should not be exposed to standing water. If water is present in the excavation,
it must be removed before placing formwork and reinforcing steel. A 6-inch-thick layer of crushed rock or a
3- to 4-inch-thick layer of lean -mix concrete could be considered to protect the base of excavations and
limit disturbance to bearing surfaces during construction.
Prepared bearing surfaces and excavations should be evaluated by GeoEngineers, Inc. (GeoEngineers)
during construction (prior to placement of structural fill or formwork and reinforcement) to confirm bearing
surfaces have been prepared in accordance with our recommendations, subsurface conditions are
consistent with those observed during our explorations, and to provide recommendations to stabilize or
repair bearing surfaces.
4.6.3.1. Bearing Condition 1 - Footings Bearing on Existing Site Fill or Weathered Glacial Till
If the design bearing surface elevation is above about EL 300 feet, an allowable soil bearing resistance of
3,000 pounds per square foot (psf) can be used for proportioning footings. This bearing pressure also
applies for foundations bearing on compacted structural fill extending to these soils.
GEoENGINEER� February 28, 2023 , Page 12
File No. 0598-015-00
March 21, 2023 1 - 45
4.6.3.2. Bearing Condition 2 - Footings Bearing on Intact Glacial Till
If the design bearing surface elevation is at or below about EL 300 feet, an allowable soil bearing resistance
of 6,000 psf can be used for proportioning footings. This bearing pressure also applies for foundations
bearing on compacted structural fill extending to these soils.
4.6.4. Foundation Settlement
To limit foundation settlement, disturbed soil must be removed from the base of foundation excavations
and the bearing surface should be prepared as recommended. Provided these measures are taken, we
estimate the total static settlement of shallow foundations will be on the order of 1 inch or less for the
bearing pressures presented above. Differential settlements could be on the order of about 1/4 to 1/2 inch
between comparably loaded foundations or over a distance of about 50 feet of continuous footing. The
settlements should occur rapidly, essentially as loads are applied. Settlements could be greater than
estimated if disturbed or saturated soil conditions are present below foundations.
4.6.5. Lateral Resistance
The ability of the soil to resist lateral loads is a function of frictional resistance, which can develop on the
base of footings and slabs and passive resistance, which can develop on the face of below -grade elements
of the structure as these elements tend to move into the soil.
For cast -in -place footings founded in accordance with the recommendations presented above, the
allowable frictional resistance on the base of the footing may be computed using a coefficient of friction of
0.40 applied to the vertical dead -load forces. If precast foundations are included as part of project plans,
we can provide specific recommendations for base friction resistance for precast foundations. The
allowable passive resistance on the face of the footing or other embedded foundation elements may be
computed using an equivalent fluid density of 300 pounds per cubic foot (pcf) for undisturbed site soils or
structural fill extending out from the face of the foundation element a distance at least equal to 21/2 times
the depth of the element. These values include a factor of safety of about 1.5.
The passive earth pressure and friction components may be combined, provided that the passive
component does not exceed two-thirds of the total. The passive earth pressure value is based on the
assumptions that the adjacent grade is level, and that groundwater remains below the base of the footing
throughoutthe year. The top foot of soil should be neglected when calculating passive lateral earth pressure
unless the area adjacent to the foundation is covered with pavement or a slab -on -grade.
4.7. Slab -On -Grade Floors
Slab -on -grade floors can be supported on existing fill, glacial till, or compacted structural fill extending to
such soils and subgrades for slabs -on -grade should be prepared in accordance with
Section 4.3.9 Subgrade Preparation and Section 4.5.2 Area Fills and Bases of this report. For budgeting
purposes, we recommend assuming that up to 25 percent of slab -on -grade areas will require
overexcavation and replacement with up to 1 foot of structural fill in order to establish a suitable subgrade
surface. This is generally due to the high silt content and moisture conditions observed in upper soils near
the proposed building footprint.
The need for overexcavation will be dependent on final grading plans and specific observations at the time
of construction, and therefore should be determined in the field when the existing subgrade soils are
exposed. It will likely be most efficient to complete slab subgrade remediation, if necessary, during rough
GEoENGINEER� February 28, 2023 Page13
File Na. 0598-015-00
March 21, 2023 1 - 46
grading activities and prior to construction of the building exterior foundations. We recommend the slab
subgrades be observed by a member of our fi rm during construction. Disturbed areas should be compacted,
if possible, or removed and replaced with compacted structural fill. In all cases, the exposed soil should be
firm and unyielding.
As described in Section 4.3.8, it is our opinion that an underslab drain system is not necessary unless
excessive water is encountered during excavation and slab grade development. We also recommend slab -
on -grade floors be underlain by a minimum 6-inch-thick capillary break layer consisting of clean sand and
gravel, crushed, or washed rock with less than 3 percent fines.
A modulus of subgrade reaction of 200 pounds per cubic inch (pci) may be used for structural design of
slabs -on -grade and mat foundations, as needed, provided that the bearing surface has been prepared as
recommended and consists of thoroughly compacted existing site soil or structural fill extending to such
soil. This value is for a 1-foot by 1-foot square plate. The modulus of subgrade reaction for a foundation
varies based on its minimum width and is computed according to the following equation:
ks = ksi[(B+1)/2B]2
Where ks is the computed modulus of subgrade reaction, ks1 is the modulus of subgrade reaction for a
1- foot by 1-foot square plate, and B is the minimum width or lateral dimension of the slab or mat.
We estimate that settlement for slabs -on -grade constructed as recommended will be less than 3/4 inch for
a floor load of 500 psf.
4.8. Retaining Walls and Below -Grade Structures
4.8.1. Design Parameters
We recommend the following lateral earth pressures be used for design of conventional retaining walls and
below -grade structures in Table 3 below. Our design pressures assume two conditions: level backfill and
2H:1V sloping backfill. If drained design parameters are used, drainage systems must be included in the
design in accordance with the recommendations presented in Section 4.8.2 Drainage below.
TABLE 3. LATERAL SOIL PRESSURE PARAMETERS FOR RETAINING WALLS AND BELOW -GRADE
STRUCTURES
Soil Parameter EFD1(Level Backfill Condition) (pcf)
Active Earth Pressure 35 pcf drained;
80 pcf undrained2
At -rest Earth Pressure 55 pcf drained;
90 pcf undrained2
Seismic Loading3 23*H psf
Notes:
1 Equivalent fluid density in pcf.
2 This value includes hydrostatic pressures.
EW (2H:1V Backflll Condition) (pcf)
50 pcf drained;
90 pcf undrained2
80 pcf drained;
100 pcf undrained2
34*H psf
3 If the retaining wall is to be designed for seismic forces, we recommend that the seismic loading be approximated using a uniform lateral
pressure based on backfiII condition, where His the height (in feet) of the structure. This seismic lateral pressure is in addition to the static soil
load and any anticipated hydrostatic pressures. This assumes that the wall is free to yield somewhat during a seismic event.
GWENGINEERS�
February 28, 2023 Pave 14
F le No. 0598-015-00
March 21, 2023 1 - 47
A typical traffic surcharge of 250 psf should be included if vehicles are allowed to operate within one-half
the height of the retaining walls. This surcharge may be represented by an additional 2 feet of soil. Other
surcharge loads should be considered on a case -by -case basis.
The active soil pressure condition assumes the wall is free to move laterally O.001H, where H is the wall
height. The at -rest condition is applicable where walls are restrained from movement. The above
recommended lateral soil pressures do not include the effects of sloping backfill surfaces or surcharge
loads, except as described. Overcompaction of fill placed directly behind retaining walls or below -grade
structures must be avoided to limit lateral pressures placed on the wall. We recommend use of hand -
operated compaction equipment and maximum 6-inch loose liftthickness when compactingfill within about
5 feet of retaining walls and below -grade structures.
Retaining wall or below -grade structure foundation bearing surfaces should be prepared following
Section 4.6.3 Footing Bearing Surface Preparation and Allowable Soil Bearing Pressure of this report.
Provided bearing surfaces are prepared as recommended, retaining wall or below -grade structure
foundations may be designed using the allowable soil bearing pressures and lateral resistance values
presented above for building foundation design. We estimate settlement of retaining structures will be
similar to the values previously presented for building foundations.
4.8.2. Drainage
If retaining walls or below -grade structures are designed using drained parameters, a drainage system
behind the structure must be constructed to collect water and prevent the buildup of hydrostatic pressure
against the structure. We recommend the drainage system include a zone of free -draining backfill a
minimum of 18 inches in width against the back of the wall. The drainage material should consist of coarse
sand and gravel containing less than 5 percent fines by weight based on the fraction of material passing
the 3/4-inch sieve.
A perforated, rigid, smooth -walled drainpipe with a minimum diameter of 4 inches should be placed along
the base of the structure within the free -draining backfill and extend forthe entire wall length. The drainpipe
should be metal or rigid PVC pipe and be sloped to drain by gravity. Discharge should be routed to
appropriate discharge areas and to reduce erosion potential. Cleanouts should be provided to allow routine
maintenance. We recommend roof downspouts or other types of drainage systems not be connected to
retaining wall drainage systems.
4.9. Stormwater Infiltration
At the time of this report, no stormwater facilities have been planned but the project team was considering
a potential facility near boring B-6. In boring B-6, we generally encountered very dense glacial till deposits
from the surface to the depth explored.
We anticipate that stormwater facilities on site, if planned, will be designed in accordance with the
SWMMWW, as adopted by the Clallam County. According to the SWMMWW, measured infiltration rates in
soils consolidated by glacial advance (i.e., glacial till) shall be determined using in -situ field tests such as a
Pilot Infiltration Test (PIT). The manual does not allow the use of soil grain -size analyses to determine design
infiltration rates for glacially consolidated soils, which are present at the project site. Existing fill soils at the
site are variable and contain high fines content. Therefore, we would also recommend that infiltration rates
GEoENGINEERs� February 28, 2023 Page 15
File No. 0598-015-00
March 21, 2023 1 - 48
in these soils be determined with PITs. Additionally, detailed infiltration analyses including performance
testing and groundwater mounding analysis are noted in the SWMMWW.
Based on the existing fill and glacial till soils observed in our explorations, it is our opinion that the
infiltration capacity of the site soils is low. The site is generally underlain by very dense glacial till deposits
at relatively shallow depths (upper 5 feet), except is deeper near borings B-3 and B-4 (up to about 13 feet).
In our experience with similar glacial till soil and density conditions, PITs typically measure very slow
infiltration rates, on the order of 0.01 to 0.1 inch per hour with correction factors and in some cases, no
infiltration can be measured. We suggest this range be considered for preliminary design of facilities, then
followed up with final rates determined by completing PITs. We do not anticipate that future groundwater
mounding analysis will be necessary if infiltration facilities are established within the glacial till since the
infiltration rates are expected to be low and the glacial till will be the limiting layer. Conversely, groundwater
mounding analysis could be necessary if facilities are established in the existing site fills, but will ultimately
depend on location, depth, size, and type of facility planned.
4.1.0. Pavement Recommendations
4.10.1. General
Paved areas are expected to include sidewalks, parking areas, and driveways. Based on our experience,
we provide recommended conventional asphalt concrete pavement (ACP) and portland cement concrete
(PCC) sections below. These pavement sections may not be adequate for heavy construction traffic loads
such as those imposed by concrete transit mixers, dump trucks, or cranes. Additional pavement thickness
may be necessary to prevent pavement damage during construction if other loading types are planned.
The recommended sections assume that final improvements surrounding the pavements will be designed
and constructed such that stormwater or excess irrigation waterfrom landscape areas does not accumulate
below the pavement section or pond on pavement surfaces. If pavements in parking areas slope inward
(toward the center of the parking area) full depth curbs or other measures should be used to prevent water
from entering and ponding on the subgrade and within the base section.
4.3.0.2. Construction Considerations
Existing pavements, hardscaping, or other structural elements should be removed prior to placement of
new pavement sections. Pavement subgrade should be prepared as recommended in Sections 4.3.9 and
4.5.2 of this report. Crushed surfacing base course and subbase should be moisture conditioned to near
optimum moisture content and compacted to at least 95 percent of the theoretical MDD per ASTM D 1557.
An asphalt treated base (ATB) section can also be used during construction to protect partially constructed
pavement sections and pavement subgrades as described below.
Crushed surfacing base course (CSBC) and crushed surfacing top course (CSTC) should conform to
applicable sections of 4-04 and 9-03.9(3) of the WSDOT Standard Specifications. The top approximate
2 inches of the CSBC sections provided may consist of CSTC as a leveling layer and for more precise grade
development. Subbase should consist of select granular fill (described in Section 4.4.2), to provide a
uniform grading surface, to provide pavement support, to maintain drainage, and to provide separation
from subgrade soil.
GEoENGiNEERs� February28, 2023 ' Page 16
File Nci0598-015-00
March 21, 2023 1 - 49
Hot mix asphalt (HMA) should conform to applicable sections of 5-04, 9-02 and 9-03 of the WSDOT
Standard Specifications. PCC mix design should conform with Section 5-05.3(1) of the WSDOT Standard
Specifications. Aggregates for PCC should conform to applicable sections of 9-03.1 of the WSDOT Standard
Specifications.
Some areas of pavement may exhibit settlement and subsequent cracking over time. Cracks in the
pavement will allow water to infiltrate to the underlying base course, which could increase the amount of
pavement damage caused by traffic loads. To prolong the effective life of the pavement, cracks should be
sealed as soon as possible.
4.10.2.1. Temporary Construction Surfacing
A temporary surfacing of ATB can be used to protect partially constructed pavement sections and pavement
subgrades during construction. This can provide a relatively clean working surface, prevent construction
traffic from damaging final paving surfaces, and reduce subgrade repairs required forfinal paving. A 2-inch-
thick section of ATB can be substituted for the upper 2 inches of CSBC in any of the provided pavement
sections below. Prior to placement of the final pavement surface sections, we recommend that any areas
of ATB pavement failure be removed, and the subgrade repaired. If ATB is used and is serviceable when
final pavements are constructed, the design ACP or PCC thickness can be placed directly over the ATB.
4.10.3. Asphalt Concrete Pavement Design
Recommended minimum ACP sections are provided below.
4.10.3.1. Standard -Duty ACP - Automobile Driveways and Parking Areas
v 3 inches of HMA, class 1/2 inch, PG 58-22
4 inches of compacted CSBC
6 inches of compacted subbase
_! Subgrade prepared as recommended in Section 4.3.9; if structural fill is needed below pavements, it
should be prepared as recommended in Section 4.5.2.
4.10.3.2. Heavy -Duty ACP - Areas Subject to Heavy Truck Traffic
4 inches of HMA, class 1/2 inch, PG 58-22
_- 6 inches of compacted CSBC
6 inches of compacted subbase
Subgrade prepared as recommended in Section 4.3.9; if structural fill is needed below pavements, it
should be prepared as recommended in Section 4.5.2.
4.10.4. Portland Cement Concrete Pavement Design
Recommended minimum PCC pavement sections are provided below. In our opinion steel reinforcement
does not need to be included in PCC pavements that will be primarily used in landscaping and pedestrian
areas (areas not subjected to heavy vehicle traffic). Reinforcement could be considered to reduce the
potential for cracking in areas where the concrete slabs have irregular shapes or where new slabs abut
existing concrete slabs, and the joint layout between the slabs cannot be matched. If reinforcement is
considered, we are available to discuss typical steel reinforcement volumes with the project structural
engineer, who ultimately designs the location, size, and layout of reinforcement.
GEoENGINEER� February 28, 2023 Page17
File No. 0598-015-00
March 21, 2023 1 - 50
4.10.4.1. Sidewalk PCC Pavement - Pedestrian Areas Not Subjected to Vehicle Loading
:a 4 inches of PCC with a minimum 14-day flexural strength of 650 psi
:3 2 inches of compacted CSBC
. Subgrade prepared as recommended in Section 4.3.9; if structural fill is needed below pavements, it
should be prepared as recommended in Section 4.5.2.
4.10.4.2. Standard PCC Pavement - Automobile Driveways and Parking Areas
6 inches of PCC with a minimum 14-day flexural strength of 650 psi
4 inches of compacted CSBC
6 inches of compacted subbase
Hi Subgrade prepared as recommended in Section 4.3.9; if structural fill is needed below pavements, it
should be prepared as recommended in Section 4.5.2.
4.10.4.3. Heavy Duty PCC Pavement - Areas Subject to Heavy Truck Traffic
9 inches of PCC with a minimum 14-day flexural strength of 650 psi
4 inches of compacted CSBC
iii 6 inches of compacted subbase
Subgrade prepared as recommended in Section 4.3.9; if structural fill is needed below pavements, it
should be prepared as recommended in Section 4.5.2.
5.0 LIMITATIONS
We have prepared this report for OAC Services, Inc. for the proposed Port Angeles Emergency Operations
Center project in Port Angeles, Washington. OAC Services, Inc. may distribute copies of this reportto owner's
authorized agents and regulatory agencies as may be required for the project.
Within the limitations of scope, schedule, and budget, our services have been executed in accordance with
generally accepted practices for geotechnical engineering in this area at the time this report was prepared.
The conclusions, recommendations, and opinions presented in this report are based on our professional
knowledge, judgment, and experience. No warranty, express or implied, applies to the services orthis report.
Please refer to Appendix B titled "Report Limitations and Guidelines for Use" for additional information
pertaining to use of this report.
6.0 REFERENCES
Schasse, Henry W., Wegmann, Karl W., Polenz, Michael. 2004. Geologic Map of the Port Angeles and Ediz
Hook 7.5-minute Quadrangles, Clallam County, Washington. June 2004.
GMENGINEERS� February28, 2023 Page 18
File No. 0599-015-00
March 21, 2023 1 - 51
GMENGINEERS
.lay 101
ivrrkpll,
r �
y.
h
Ni
I �a
$r
S� 2rh 'y'r
7gth St Sr
V
— — Lincoln Park
q%l Edgewood Dr
i
_" -1lW U5=101
--
40, —_Ji
Source(s):
s
• ESRI
Coordinate System: NAD 1983 StatePlane Washington North FIPS 4601 Feet
Disclaimer: This figure was created for a specific purpose and project Any use of this figure
for any other project or purpose shall be at the user's sole risk and without liability to GeoEngineers.
The locations of features shown may be approximate. GeoEngineers makes no warranty or
representation as to the accuracy, completeness, or suitability of the figure, or data contained
otherein. The file containing this figure is a copy of a master document the original of which is
gretained by GeoEngineers and is the official document of record.
N
0 2,000
Feet
Vicinity Map
Port Angeles Emergency Operations Center
Port Angeles, Washington
GEOENGINEERS� Figure 1
March 21, 2023 1 - 53
GEoENGINEERS
APPENDIX A
Subsurface Explorations and Laboratory Testing
March 21, 2023 1 - 55
APPENDIX A
SUBSURFACE EXPLORATIONS AND LABORATORY TESTING
Subsurface Explorations
Subsurface conditions for the proposed Port Angeles Emergency Operations Center project were explored
by advancing six hollow -stem auger borings on December 15, 2022. Subsurface exploratory services were
provided by Holocene Drilling, Inc. under subcontract to GeoEngineers, Inc. The borings were advanced to
depths ranging from about 15 to 24 feet below ground surface (bgs). Practical drilling refusal was
encountered in borings B-2, B-4, and B-6 at about 141/2, 231/2, and 18 feet bgs, respectively. Practical
drilling refusal was marked by very slow drilling advancement and destruction of the cutting teeth on the
lead auger.
The approximate locations of the borings were determined using a tablet equipped with global positioning
system (GPS) software and/or pacing off from existing site features. The exploration locations are included
on Figure2, Site Plan. The location and elevation of each exploration should be considered approximate.
Our field representative collected samples, classified the soils, maintained a detailed log of each
exploration, and observed groundwater conditions. The samples were obtained with a standard split -spoon
sampler in general accordance with ASTM International (ASTM) D 1586. Field blow counts are presented
on the log. The soils were classified visually in general accordance with the system described in Figure A-1,
Key to Exploration Logs, which includes a key to the exploration logs. Summary logs of the explorations are
included as Figures A-2 through A-7, Logs of Borings.
The densities noted on the boring exploration logs are based on the blow counts produced in the SPT and
our experience and judgment. The logs are based on our interpretation of the field and laboratory data and
indicate the depth at which we interpret subsurface materials or their characteristics to change, although
these changes might actually be gradual.
Observations of groundwater conditions were made during drilling and are presented on the boring logs.
Groundwater conditions observed during drilling represent a short-term condition and may or may not be
representative of the long-term groundwater conditions at the site. Groundwater conditions observed
during drilling should be considered approximate.
Laboratory Testing
Soil samples obtained from the explorations were transported to GeoEngineers' laboratory. Representative
soil samples were selected for laboratory tests to evaluate the pertinent geotechnical engineering
characteristics of the site soils and to confirm our field classifications.
Our testing program consisted of the following:
$ Six grain -size distribution analyses (sieve analysis [SAj)
■ Nine percent fines determination (%F)
■ Three moisture content determinations (MC)
GWENGINEERS�
February28, 2023 Page A-1
ReNa, 0598-015-00
March 21, 2023 1 - 56
Tests were performed in general accordance with test methods of ASTM or other applicable procedures.
The following sections provide a general description of the tests performed.
Sieve Analysis (SA)
Grain -size distribution analyses were completed on selected samples in general accordance with ASTM
Test Method C 136. This test method covers the quantitative determination of the distribution of particle
sizes in soils. Typically, the distribution of particle sizes larger than 75 micrometers (um) is determined by
sieving. The results of the tests were used to verify field soil classifications and determine pertinent
engineering characteristics. Figures A-8 and A-9, Sieve Analysis Results present the results of our sieve
analyses.
Percent Fines (%F)
Selected samples were "washed" through the U.S. No. 200 sieve to estimate the relative percentages of
course- and fine-grained particles in the soil. The percent passing value represents the percentage by
weight of the sample finer than the U.S. No. 200 sieve (75 µm). The test was conducted in general
accordance with ASTM D 1140. Test results are used to aid in soil classification and correlation with other
pertinent engineering soil properties and are presented on the boring logs atthe respective sample depths.
Moisture Content (MC)
The moisture content of selected samples was determined in general accordance with ASTM Test
Method D 2216. The test results are used to aid in soil classification and correlation with other pertinent
engineering soil properties. The results are presented on the boring logs at the depth tested.
CiEOENGINEERS� February28,2023 PageA-2
File Na 0598-015-00
March 21, 2023 1 - 57
SOIL CLASSIFICATION CHART
MAJOR DIVISIONS
SYMBOLS
GRAPH LETTER
TYPICAL
DESCRIPTIONS
CLEAN GRAVELS
GW
WELL -GRADED GRAVELS, GRAVEL -
SAND MIXTURES
GRAVEL
AND
GRAVELLY
SOILS
(LITTLE OR NO FINES)
0 0
CI O
0 0
GP
POORLY -GRADED GRAVELS,
GRAVEL -SAND MIXTURES
GRAVELS WITH
FINES
GM
SILTY GRAVELS, GRAVEL -SAND -
SILT MIXTURES
COARSE
GRAINED
SOILS
M0RE THAN 50%
OF COARSE
FRACTION RETAINE
ON NO 4SIEVE I
(APPRECIABLEAMOUNT
OFFINES)
GC
CLAYEY GRAVELS, GRAVEL - SAND•
CLAY MIXTURES
CLEAN SANDS
sw
WELL -GRADED SANDS, GRAVELLY
SANDS
MORE THAN 50%
SAND
-
SP
POORLY -GRADED SANDS, GRAVELLY
SAND
RETAINED ON
NO 20o SIEVE
AND
SANDY
NTTLE OR NO FINES)
SOILS
SANDS WITH
SM
SILTY SANDS, SAND - SILT MIXTURES
M0RE THAN 50%
OFCOARSE
FINES
FRACTION PASSING
-
S(,•
CLAYEYSANDS, SAND - CLAY
MIXTURES
ON NO, 4 SIEVE
(APPRECIABLE AMOUNT
OF FINEST
INORGANIC SILTS, ROCK FLOUR,
ML
CLAYEY SLTS WITH SLIGHT
PLASTICITY
INORGANIC CLAYS OF LOW TO
FINE
SILTS AND
CLAYS
EIISS THAN 50
CL
MEDIUM PLASTICITY, GRAVELLY
CLAYS, SANDY CLAYS, SILTY CLAYS,
LEAN CLAYS
GRAINED
SOILS
:TT
11
OL
ORGANIC SILTS AND ORGANIC SILTY
CLAYS OF LOW PLASTICITY
MORE THAN 50%
PASSING
MH
INORGANIC SILTS, MICACEOUS OR
DIATOMACEOUS SILTY SOILS
NO 200SIEVE
CH
INORGANIC CLAYS OF HIGH
PLASTICITY
SILTSAND
CLAYS
UQUlO LIMIT GREATER
THAN 50
0H
ORGANIC CLAYS AND SILTS OF
MEDIUM TO HIGH PLASTICITY
HIGHLY ORGANIC SOILS
PT
PEAT, HUMUS, SWAMP SOILS WITH
HIGH ORGANIC CONTENTS
NOTE: Multiple symbols are used to indicate borderline or dual soil classifications
Sampler Symbol Descriptions
® 2.4-inch I.D. split barrel / Dames & Moore (D&M)
® Standard Penetration Test (SPT)
■ Shelby tube
® Piston
rl Direct -Push
m Bulk or grab
® Continuous Coring
Blowcount is recorded for driven samplers as the number of
blows required to advance sampler 12 inches (or distance noted).
See exploration log for hammer weight and drop.
"P" indicates sampler pushed using the weight of the drill rig.
"WOH" indicates sampler pushed using the weight of the
hammer.
ADDITIONAL MATERIAL SYMBOLS
SYMBOLS
TYPICAL
DESCRIPTIONS
GRAPH
LETTER
AC
Asphalt Concrete
i\i\rf�
CC
Cement Concrete
CR
Crushed Rock/
QuarrySpalls
SOD
Sod/Forest Duff
TS Topsoil
Groundwater Contact
Measured groundwater level in exploration,
_
well, or piezometer
AMeasured
free product in well or piezomete
Graphic Log Contact
Distinct contact between soil strata
Approximate contact between soil strata
Material Description Contact
Contact between geologic units
Contact between soil of the same geologic
unit
Laboratory / Field Tests
%F Percent fines
%G Percent gravel
AL Atterberg limits
CA Chemical analysis
CP Laboratory compaction test
CS Consolidation test
DD Dry density
DS Direct shear
HA Hydrometer analysis
MC Moisture content
MD Moisture content and dry density
Mohs Mohs hardness scale
OC Organic content
PM Permeability or hydraulic conductivity
PI Plasticity index
PL Point load test
PP Pocket penetrometer
SA Sieve analysis
TX Triaxial compression
UC Unconfined compression
UU Unconsolidated undrained triaxial compression
VS Vane shear
Sheen Classification
NS No Visible Sheen
SS Slight Sheen
MS Moderate Sheen
HS Heavy Sheen
NOTE: The reader must refer to the discussion in the report text and the logs of explorations for a proper understanding of subsurface conditions.
Descriptions on the logs apply only at the specific exploration locations and at the time the explorations were made; they are not warranted to be
representative of subsurface conditions at other locations or times.
Key to Exploration Logs
GWENGINEER� FigureA-1
March 21, 2023 1 - 58
Start End
Drilled 12/15/2022 12/15/2022
Total
Depth (ft)
20 25
Logged By
Checked By
0A
CRN
Driller Holocene Drilling Inc.
Drilling Hollow stem Auger
Method
Surface Elevation (ft)
305
Hammer
Automatic
Drilling Diedrich D-50 Turbo (Track -mounted)
Vertical Datum
NAVD88
Data
140 (lbs) / 30 (in) Drop
Equipment
Easting (X)
990743
System
WA State Plane South
Groundwater not observed at time of exploration
NorthingM
416665
Datum
NAD93(feet)
Notes:
w
FIELD DATA
o
a
MATERIAL
REMARKS
y
E
Z
�m
J
DESCRIPTION
> n
m coi
3>
o
E
r-
m
o '�
N m
o o
m
o
W 0
C 0=
m Z
fn
H
10
CJ U
U
ii U
o--
SM
Dark brown silty fine to medium sand with occasional
J:1
organic matter (woody debris) (medium dense,
moist) (fill)
15
11-12-17
1
(29)
MC
5—A15
2039-50
2
(89)
%F
15
23.41-50/4'
3
(91/SO")
I0 5 I W/5" I 4
(50/51
4 1 50/4" 5
(50/4")
W/3"
19
sM Gra)-brovmwith heavy oxidation MIN ngsilty fine to 17 26
medEum sand with occaslorW organic matter (fine
roots) (very dense, moist) (glacial till)
Grades to without organic matter and fine-grained
sand, with pods of silt
Grades to gray
Grades to fine -to medium -grained sand
Note: See Figure A-1 for explanation of symbols.
Coordinates Data Source: Horizontal approximated based on USGS Topographic. Vertical approximated based on USGS Topographic.
Log of Boring B-1
Project: Port Angeles Emergency Operations Center
=
G EO E N G I N E E R S `)
Project Location: Port Angeles, Washington
Figure A-2
-���
Project Number. 0598.015-00 sheet 1 of 1
March 21, 2023 1 - 59
Start End
Total
15
Logged By
OA Driller Holocene Drilling,
Drilling Hollow stem Auger
Method
Drilled 12/15/2022
12/15/2022
Depth (ft)
Checked By
CRN
Surface Elevation (it)
311
Hammer
Automatic
Drilling Diedrich D-5OTurbo (Track -mounted)
Vertical Datum
NAVD88
Data
140 (lbs) / 30 (in) Drop
Equipment
Easting (X)
990963
System
WA State Plane South
See "Remarks" section for groundwater observed
Northing(Y)
416649
Datum
NAD83(feet)
Notes:
C
1(
L
RELD DATA
0
s
MATERIAL
REMARKS
y
M
a
DESCRIPTION
>
N U
U�
�>
—13
E
c
N
N
O R
p o
Cep
mZ
En
Fes-
CJ
C7U
20
CU
SM
Brown silty fine sand (medium dense, moist) (fill)
SPSM
Brown fine to medium sand with silt and occasional
gravel (medium dense, wet) (weathered glacial till)
IS
5$12
i
18
(20)
Mc
Groundwater observed at approximately
15
5-11-16
2
20
7
41/2 feet depth during drilling
(27)
SA
Grades to fine -to coarse -grained sand
13
1119-50/3"
3
(69/9')
SM
Brown silty fine sand (very dense, moist) (glacial till)
SM
_ Gray with minor oxidation staining silty fine sand (very
9
4350/3"
4
dense, moist)
13
30
Heavy drill chatterfrom approximately
(50/3')
%F
10 to 141/2feet depth
4
50/4"
,cn iA n,
5
Hall... i..ai,.-,Tcrl nr�..Tin�l refs ical aT nnnrnvimaTC�\/
141/2 feet depth
Note: See Figure A-1for explanation of symbols.
Coordinates Data Source: Horizontal approximated based on USGS Topographic. Vertical
Log of Boring B-2
Project: Port Angeles Emergency Operations Center
G EO E N G I N E E R5 I�i'
Project Location: Port Angeles, Washington Figure A-3
Project Number. 0598-015-00 Sheet Iof1
March 21, 2023 1 - 60
Start End Total
Drilled 12/15/2022 12/15/2022 Depth (ft)
24
Logged By
Checked By
OA
CRN
Driller Holocene Drilling, Inc.
......rig Hollow -stem Auger
Method
Surface Elevation (ft)
312
Hammer
Automatic
Drilling Diedrich D-50 Turbo (Track -mounted)
Vertical Datum
NAVD88
Data
140 (Ibs) / 30 (in) Drop
Equipment
East ng (X)
990960
System
WA State Plane South
Groundwater not observed at time of exploration
Northing (Y)
416565
Datum
NAD83 (feet)
Notes:
FIELD DATA
o
=s
MATERIAL
N
E
w
Z
U=
m
J
DESCRIPTION
> N
o
U l6
n
N
W 0
_ �
m?
(nH
6
63
0
sM
Brown with moderate oxidation staining siltyfine to
medium sand with gravel and occasional organic
,ro
matter (twigs, fine roots) (medium dense, moist)
r
(fill)
15
4-95
3
(17)
SA
5
15
11-12-12
2
(24)
11 23-50/5" 3A Jfl I Grades to brown and gray, nearing wet
(50/5") 36 sM - Gray silty fine sand (very dense, moist) (®acial till)
sM Dark -gray silty fine to medium sand with occasional
gravel and organic matter (fine roots) (very dense,
moist)
9 1 18-50/3" 1 4
(50/3) SA
20 4 I (50/4) I %F
4 1 50/4" 1 6
Grades to with gravel and without organic matter
SM 1 Gray silty fine to medium sand with gravel (very dense,
c
� c
200 iiU
22 1 37
17 1 26
15 1 47
Note: See Figure A-1 for explanation of symbols.
Coordinates Data Source: Horizontal approximated based on USGS Topographic. Vertical approximated based on USGS Topographic.
REMARKS
Log of Boring B-3
Project: Port Angeles Emergency Operations Center
G EO E N G I N E E RS
Project Location: Port Angeles, Washington Figure A4
Project Number. 0598-015-00 sh��t 1 of 1
March 21, 2023 1 - 61
Start End
rilled 12/15/2022 12/15/
irface Elevation (ft)
rtical Datum
fisting (X)
rrthing (Y)
otes:
Total 23.75 Logged By OA Driller Holocene Drilling Inc. DnIM "ing Hollow -stem Auger
i2 Depth (ft) Checked By CRN
317 Hammer Automatic Drilling Diedrich D-50 Turbo (Track -mounted)
NAVD88 Data 140 (lbs)/ 30 (in) Drop Equipment
990734 System WA State Plane South Groundwater not observed at time of exploration
416555 Datum NAD83 (feet)
w
FIELD DATA
a
s
MATERIAL
i
E
CO
a
y
U N
N
CLI
U
DESCRIPTION
..
CID2
> n
0
a� ci
o>
E
w
a
o�
5c
�c
0
W
¢
_
aCl Z
Cn
F-
C7
_
C7 U
co)oiLL
U
0
SM
Dark brown silty fine to medium sand with gravel and
occasional organic matter (fine to coarse roots)
stvi
—LerYl(iose,moist)-T, I!L--_--__---
ivy
Brown silty fine to medium sand with gravel and
12
1�1
1
occasional organic matter (fine roots) (very loose,
20
33
(1)
%F
moist)
5
SM
_ Tan with minor oxidation staining silty fine to coarse
7
5-6-7
2
sand with occasional gravel and organic matter
(131
(fine roots) (medium dense, moist)
ze__
ML
_ ___
Brown with heavy oxidation staining sandysilt with
18
6-13-22
3
occasional gravel and organic matter (twigs,
27
53
(35)
sn
carbonized flakes) (hard, moist)
10
—b
18
19-15-15
4
Grades without organic matter, without carbonized
20
59
(30)
%F
flakes, with occasional wood chips
-01
6 1 40-50/5.' 1 5
(50/5')
SM h Gray silty fine to coarse sand with gravel (very dense,
moist) (@acial till)
SM f Green -gay silty sand with gravel (very dense, moist)
6 50/6° 6 12 3a
(50/6��) %F -- — ---�^ — — .---
SM Gray silty fine to coarse sand with gravel (very dense,
moist)
7 Practical refusal at 231/2 feet
Note: See Figure / -1 for explanation of symbols.
Coordinates Data Source: Horizontal approximated based on USGS Topographic. Vertical approximated based on USGS Topographic.
REMARKS
Moderate drill chatter from approximately
13 to 20 feet depth
Log of Boring B4
Project: Port Angeles Emergency Operations Center
G EO E N G I N E E RS
Project Location: Port Angeles, Washington Figure A-5
Project Number. 059&015-00 sheet I of"
March 21, 2023 1 - 62
Start End
Drilled 12/15/2022 12/15/2022
I Total
Depth (ft)
215 Logged By
Checked By
OA
CRN
g Inc..
Driller Holocene Drilling,
illing Hollow stem Auger
Method
Surface Elevation (ft)
329
Hammer
Automatic
Drilling Diedrich D-50 Turbo (Track -mounted)
Vertical Datum
NAVD88
Data
140 (Ibs) / 30 (in) Drop
Equipment
Easting (X)
990630
System
WA State Plane South
Groundwater not observed at time of exploration
Northing(Y)
416362
Datum
_ NAD83(feet)
Notes:
FIELD DATA
a
M
w
o
s
MATERIAL
REMARKS
o
�'
o 0
-
DESCRIPTION
d y
m L
i a
i'_ o
N U
U m
_m
E
N
a`�
c
AQca
CC
U
W p
C OC
m Z
V)
H
f.7
C7 U
V
ii
0
I
SM
Brown silty sand with gravel and occasional organic
1
—
m_atte�fine roots)-loose_molsI II) _ _ _ _
ML
_Gray -broom with heavy oxidation staining sandy sift
with occasional gravel and organic matter (fine
10
2-4-9
1
roots) (stiff, moist)
24
50
y
(13)
%F
5
ML
_ GWbrown with heavy oxidation staining sl It with sand
5
24-32-39
2
and 000asional gravel (hard, moist) (glacial till)
(71)
--.
ML
-------------------
Gray to gray Wown with moderate oxidation staining
15
27-40-29
3
silt with sand and sand pockets (hard, moist)
h°
3
(69)
io
18
11-14.26
4
Grades to gray without oxidation staining
12
73
(40)
%F
12
20-22-36
(58)
5
o
3y
ML
Gray with calcium nodules sandy silt (hard, moist)
20
15
17-38-30
6
(68)
Note: See Figure ,4lfor explanation of symbols.
Coordinates Data Source: Horizontal approximated based on USGS Topographic. Vertical approximated based on USGS Topographic.
GEOENGINEER�
Log of Boring B-5
Project: Port Angeles Emergency Operations Center
Project Location: Port Angeles, Washington
Prefect Number. 0598-015-00
Figure A-0
si .ee' 1 of 1
March 21, 2023 1 - 63
Start End
Drilled 12/15/2022 12/15/2022
Total
Depth (ft)
18
Logged By
Checked By
OA
CRN
Driller Holocene Drilling Inc.
Drllling Hollow -stem Auger
Method
Surface Elevation (ft)
313
Hammer
Automatic
Drilling Diedrich D-50 Turbo (Track -mounted)
Vertical Datum
NAVD88
Data
140 (Ibs) / 30 (in) Drop
Equipment
Easting (X)
990627
System
WA State Plane South
Groundwater not observed at time of exploration
Northing (Y)
416630
Datum
NAD83 (feet)
Notes:
FIELD DATA
a
E
-
o
.`s
MATERIAL
REMARKS
w
�'
O N
Z
J
U
DESCRIPTION
O
A
....
L
a)
2 >
U O
3>
Nm
C
O.
O N
N N
.�
N
W
0
U7 U
c
mZ
E
(n
VJ
F-
N
0
O y
UU
Q
20
cep
iLLU
SM
Brown with oxidation stainingsilty fine sand with
occasional gravel (very dense, moist) (glacial till)
14
15-26-38
.3
14
(64)
Mc
5
18
12-12-37
2
Grades to dense
(49)
%
"�
10
27-32-26
3
Grades to very dense
15
36
(58)
SA
10
12
22-50/6"
4A
(50/611
4a
_ Becomes gray and brown
49
SA
15
6
50/6"
5
Becomes gray, grades to very dense
8
37
(50/6")
%F
-
Practical refusal at 18 feet
Note: See Figure A71 for explanation of symbols.
Coordinates Data Source: Horizontal approximated based on USGS Topographic. Vertical approximated based an USGS Topographic.
Log of Boring M
Project: Port Angeles Emergency Operations Center
' 5 Project Location: Port Angeles, Washington Figure A-7
G EO E N G I N E E R
a Project Number. 0598-015-00 Sheet 1 of 1
March 21, 2023 1 - 64
�
§
�
)!
\/
\ \k
/ 2%)
6 [ \ \
\
_)
o _
y
/ \ \In
-
k E
s -a § G $
V) 2
# -
J
-T.T
-5/}
o
L&
L&� 5 i
. U
-
!D 0
-
U)
04
LI
w
k
2 -
§
-
o
-
Uj
>
k � b
bD
�
w
2 -
\)§
a
,
e
a*
m I 0®@ R% G\ E§
o
z «
k
0
\
I
i
@
.
-
¥±
q
]
0.
q LL = ])
� 2 L, g e q i»{
w 2 2 e w =E
:
k �
-
cn
�
�
0
.—
S -
(
`
E {
§ 2 2 2 2' z®
w
§ 0 0-
° \)
]
®Ga
,
0
] $ 8 4 O T\
\
§ �
$ � q
�!
§ $ 2 2 2 -$
«.
1 a3m AS emS b 1 3 d3d
�
)
Sieve Analysis Reu|s!
)
Port Angeles Emergency Operations Center
;
Port Angeles, Washington
0
G�E N�|NEE�� � m ur A8
2
March 21,2023 1-65
W
N
N
W
V/
0
a
0
z
a
N
O M 0N 00 OM M 't M
e-1
1HJ13M AS JNISSVd 1N33a3d
0
0
0
O
O
O
cn
W
CWC
L
J
Z
W
N
Mn
z_
a
CD
O
I
O
rl
O
O
• O
O O `i
rl
Sieve
}
5
U
O
N
W
Z
LL
�
N C
�
W
0
c
a
D_'
CS
Z
LL
W
N
0_'
o
U
N
J
00
m
O
U
O
N
AnalyslE
Port Angeles Emergency
Port Angeles, w
GWENGINEERS
O �i
'Z
o.
a a
N N N
d
0 y T
O U) U)
N
L
3
N o Lq C'j
O
a m L2 0
N w r C5
G)
a
E
O O O
Z m m
C
O
Co
E
I
Results
Operations Cer
ashington
Figure
3 �
d o
y U
O
L d
U
L 0
3 N
c c
0 0
m m 14
0
c a o
m o rn
� Y Q
s � 3
U Q 0
N N E
N L �
Ir
O r0+
� c N
o n
� o �
d O —
O _
� U =
O O C
bo
� O
O C
> L W
y n Z
� N W
� N
y y �
F' N ci
U
C � �
L N
y C
� @ w
w C C7
N
C7 O
o N U
E
o� a
a�
a
L '3
c o d
% C C
3 m �
0
O > U
U
YO —
3 c fO
vo c
w � m
c � c
� d m
d a
� n o
U N �
� � 3
O N y
as
c m
N
a 75 Fn
0 0
T N C
m a �
E c o
m H
N E t0
O �
y � N
L N L
H D H
ti
0
z
0`
2:
Q:
ter
A-9
March 21, 2023 1 - 66
APPENDIX B
Report Limitations and Guidelines for Use
March 21, 2023 1 - 67
APPENDIX B
REPORT LIMITATIONS AND GUIDELINES FOR USE'
This appendix provides information to help you manage your risks with respect to the use of this report.
Read These Provisions Closely
It is important to recognize that the geoscience practices (geotechnical engineering, geology, and
environmental science) rely on professional judgment and opinion to a greater extent than other
engineering and natural science disciplines, where more precise and/or readily observable data may exist.
To help clients better understand how this difference pertains to our services, GeoEngineers includes the
following explanatory "limitations" provisions in its reports. Please confer with GeoEngineers if you need to
know more how these "Report Limitations and Guidelines for Use" apply to your project orsite.
Geotechnical Services are Performed for Specific Purposes, Persons and Projects
This report has been prepared for OAC Services, Inc. and for the Project(s) specifically identified in the
report. The information contained herein is not applicable to other sites or projects.
GeoEngineers structures its services to meet the specific needs of its clients. No parry other than the parry
to whom this report is addressed may rely on the product of our services unless we agree to such reliance
in advance and in writing. Within the limitations of the agreed scope of services for the Project, and its
schedule and budget, our services have been executed in accordance with our Subconsultant Agreement
with OAC Services, Inc. executed on October 17, 2022 and generally accepted geotechnical practices in
this area at the time this report was prepared. We do not authorize, and will not be responsible for, the use
of this report for any purposes or projects other than those identified in the report.
A Geotechnical Engineering or Geologic Report is based on a Unique Set of Project -Specific
Factors
This report has been prepared for the proposed Port Angeles Emergency Operations Center project in Port
Angeles, Washington. GeoEngineers considered a number of unique, project -specific factors when
establishing the scope of services for this project and report. Unless GeoEngineers specifically indicates
otherwise, it is important not to rely on this report if it was:
• Not prepared for you,
■ Not prepared for your project,
• Not prepared for the specific site explored, or
■ Completed before important project changes were made.
1 Developed based on material provided by ASFE, Professional Firms Practicing in the Geosciences; www.asfe.org.
GWENGINEER�
February28, 2023 Page B-1
File No. 0598-015-00
March 21, 2023 1 - 68
For example, changes that can affect the applicability of this report include those that affect:
• The function of the proposed structure;
• Elevation, configuration, location, orientation or weight of the proposed structure;
■ Composition of the design team; or
■ Project ownership.
If changes occur after the date of this report, GeoEngineers cannot be responsible for any consequences
of such changes in relation to this report unless we have been given the opportunity to review our
interpretations and recommendations. Based on that review, we can provide written modifications or
confirmation, as appropriate.
Environmental Concerns are Not Covered
Unless environmental services were specifically included in our scope of services, this report does not
provide any environmental findings, conclusions, or recommendations, including but not limited to, the
likelihood of encountering underground storage tanks or regulated contaminants.
Information Provided by Others
GeoEngineers has relied upon certain data or information provided or compiled by others in the
performance of our services. Although we use sources that we reasonably believe to be trustworthy,
GeoEngineers cannot warrant or guarantee the accuracy or completeness of information provided or
compiled by others.
Subsurface Conditions Can Change
This geotechnical or geologic report is based on conditions that existed at the time the study was performed.
The findings and conclusions of this report may be affected by the passage of time, by man-made events
such as construction on or adjacent to the site, new information or technology that becomes available
subsequent to the report date, or by natural events such as floods, earthquakes, slope instability or
groundwater fluctuations. If more than a few months have passed since issuance of our report or work
product, or if any of the described events may have occurred, please contact GeoEngineers before applying
this report for its intended purpose so that we may evaluate whether changed conditions affect the
continued reliability or applicability of our conclusions and recommendations.
Information Provided by Others
GeoEngineers has relied upon certain data or information provided or compiled by others in the
performance of our services. Although we use sources that we reasonably believe to be trustworthy,
GeoEngineers cannot warrant or guarantee the accuracy or completeness of information provided or
compiled by others.
Geotechnical and Geologic Findings are Professional Opinions
Our interpretations of subsurface conditions are based on field observations from widely spaced sampling
locations at the site. Site exploration identifies the specific subsurface conditions only atthose points where
subsurface tests are conducted or samples are taken. GeoEngineers reviewed field and laboratory data
GEoENGiNEER� February 28, 2023 , Page B-2
File No.0598-015-00
March 21, 2023 1 - 69
and then applied its professional judgment to render an informed opinion about subsurface conditions at
other locations. Actual subsurface conditions may differ, sometimes significantly, from the opinions
presented in this report. Our report, conclusions and interpretations are not a warranty of the actual
subsurface conditions.
Geotechnical Engineering Report Recommendations are Not Final
We have developed the following recommendations based on data gathered from subsurface
investigation(s). These investigations sample just a small percentage of a site to create a snapshot of the
subsurface conditions elsewhere on the site. Such sampling on its own cannot provide a complete and
accurate view of subsurface conditions for the entire site. Therefore, the recommendations included in this
report are preliminary and should not be considered final. GeoEngineers' recommendations can be
finalized only by observing actual subsurface conditions revealed during construction. GeoEngineers
cannot assume responsibility or liability for the recommendations in this report if we do not perform
construction observation.
We recommend that you allow sufficient monitoring, testing and consultation during construction by
GeoEngineers to confirm that the conditions encountered are consistent with those indicated by the
explorations, to provide recommendations for design changes if the conditions revealed during the work
differ from those anticipated, and to evaluate whether earthwork activities are completed in accordance
with our recommendations. Retaining GeoEngineers for construction observation for this project is the most
effective means of managing the risks associated with unanticipated conditions. If another party performs
field observation and confirms our expectations, the other party must take full responsibility for both the
observations and recommendations. Please note, however, that another party would lack our project -
specific knowledge and resources.
A Geotechnical Engineering or Geologic Report Could Be Subject to Misinterpretation
Misinterpretation of this report by members of the design team or by contractors can result in costly
problems. GeoEngineers can help reduce the risks of misinterpretation by conferring with appropriate
members of the design team after submitting the report, reviewing pertinent elements of the design team's
plans and specifications, participating in pre -bid and preconstruction conferences, and providing
construction observation.
Do Not Redraw the Exploration Logs
Geotechnical engineers and geologists prepare final boring and testing logs based upon their interpretation
of field logs and laboratory data. The logs included in a geotechnical engineering or geologic report should
never be redrawn for inclusion in architectural or other design drawings. Photographic or electronic
reproduction is acceptable, but separating logs from the report can create a risk of misinterpretation.
Give Contractors a Complete Report and Guidance
To help reduce the risk of problems associated with unanticipated subsurface conditions, GeoEngineers
recommends giving contractors the complete geotechnical engineering or geologic report, including these
"Report Limitations and Guidelines for Use." When providingthe report, you should preface it with a clearly
written letter of transmittal that:
GEoENGINEERS� February 28, 2023 Page B-3
File No 0598-015-00
March 21, 2023 1 - 70
■ Advises contractors that the report was not prepared for purposes of bid development and that its
accuracy is limited; and
m Encourages contractors to confer with GeoEngineers and/or to conduct additional study to obtain the
specific types of information they need or prefer.
Contractors are Responsible for Site Safety on Their Own Construction Projects
Our geotechnical recommendations are not intended to direct the contractor's procedures, methods,
schedule or management of the work site. The contractor is solely responsible for job site safety and for
managing construction operations to minimize risks to on -site personnel and adjacent properties.
Biological Pollutants
GeoEngineers' Scope of Work specifically excludes the investigation, detection, prevention or assessment
of the presence of Biological Pollutants. Accordingly, this report does not include any interpretations,
recommendations, findings or conclusions regarding the detecting, assessing, preventing or abating of
Biological Pollutants, and no conclusions or inferences should be drawn regarding Biological Pollutants as
they may relate to this project. The term "Biological Pollutants" includes, but is not limited to, molds, fungi,
spores, bacteria and viruses, and/or any of their byproducts.
A Client that desires these specialized services is advised to obtain them from a consultant who offers
services in this specialized field.
GMENGINEERS�
February 28, 2023 ! Page B-4
File No. 0598-015-00
March 21, 2023 1 - 71
GWENGINEERS�g
March 21, 2023 1 - 72
aceAnalytical ANALYTICAL REPORT
March 07, 2023
GeoEngineers- Portland, OR
Sample Delivery Group: L1590161
i
Samples Received: 02/28/2023
i
Project Number: 0598-015-01
Description: Pt. Angeles EOC
Report To: Cris Watkins
4000 Kruse Way Place
Bldg. 3, Suite 200
Lake Oswego, OR 97035
Entire Report Reviewed By: ��, 7J--1-d
Brian Ford
(Project Manager
Results relate only to the items tested or calibrated and are reported as rounded values. This test report shall not be
reproduced, except in full, without vrrittert aMml of the latioralory. Where applicable, sampling conducted by ace
Analyllcal National Is performed per guidance provided in laboratory standard operaUrrg procedures ENV-SOP-MTJL-0067 and
ENV-50P-MTJL-006&- Where sampling conducted by the customer, results relate to the accuracy of the informaUon.provided,
and as the samples are received.
t
AW
Audio" „ Agammmkml.
NrnplicQ�JflIT: AQ PROJECT: SDG: DATE/TIME: ' - �� PAGE:
o n inneerss-- Ph 0598-015-01 L1590161 03/07/2315:43 1 of 46
TABLE OF CONTENTS
Tc: Table of Contents
2
L
Ss: Sample Summary
3
i
0
Cn: Case Narrative
Sr: Sample Results
4
5
FS
13-2-W L1590161-01
5
a
Cn
13-1-S_10-2 L1590161-02
8
B-2-S_1.5-2.5 L1590161-04
11
Fr
13-3-S_0.5-1.5 L1590161-06
14
17
Qc: Quality Control Summary
Total Solids by Method 2540 G-2011
17
Mercury by Method 7470A
1s
Mercury by Method 74718
19
�}
Metals (ICPMS) by Method 6020B
NWTPHGX
20
22
rscl
Volatile Organic Compounds (GC) by Method
Volatile Organic Compounds (GC -MS) by Method 3260D
26
Semi -Volatile Organic Compounds (GC) by Method NWTPHDX-NO SGT
37
Semi Volatile Organic Compounds (GC MS) by Method 8270E-SIM
39
GI: Glossary of Terms
43
Al: Accreditations & Locations
44
Sc: Sample Chain of Custody
45
DUItPROJECT: SDG: DATFJTIME: l PAGE:
ihh0598-015-01 L1590161 03/072315:43 1 - / 4 2 & 46
SAMPLE SUMMARY
Collected by Collected date/time Received date/time
B-2-W L1590161-01 GW Nathan Solomon 02/24/2313:35 02/28/23 08:45 F7
Method
Batch
Dilution
Preparation
Analysis
Analyst
Location
dateltime
date/time
Mercury by Method 7470A
WG2014523
1
03/01/2315.13
03/0212312:42
LAS
Mt. Juliet, TN
Metals (ICPMS) by Method 6020B
WG2014846
1
03/01/2311:41
03/01/2313:30
JPD
ML Juliet, TN
Volatile Organic Compounds (GC) by Method NWTPHGX
WG2016151
1
03/03/23 02:33
03/03/23 02:33
BAM
Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260D
WG2015641
1
03/0212310:44
03/02/2310:44
DWR
ML Juliet, TN
°Cn
Semi -Volatile Organic Compounds (GC) by Method NWTPHDX-NO SGT
WG2016248
1
03/06/2316:44
03/07/23 05:30
NH
Mt. Juliet, TN
Semi Volatile Organic Compounds (GC/MS) by Method 8270E-SIM
WG2014624
1
03/01/2314:14
03/02/23 06:06
KLZ
Mt. Juliet, TN
Collected by
Collected date/time
Received date/time
s
SC
B-1-S_10-2 L1590161-02 Solid
Nathan Solomon
02/24/2310:30
02/28/2308:45
Method
Batch
Dilution
Preparation
Analysis
Analyst
Location
V
date/time
date/time
Total Solids by Method 2540 G-2011
WG2015002
1
03/02/2311:46
03/02/2312:07
CMK
Mt. Juliet, TN
GI
Mercury by Method 7471B
WG2015133
1
03/0112317:19
03/02/23 09:24
LAS
Mt. Juliet, TN
Metals (ICPMS) by Method 6020E
WG2015893
20
03/02/2313:44
03/02/23 23:31
LD
M4 Juliet, TN
Metals (ICPMS) by Method 6020E
WG2015893
5
03/02/2313:44
03/02/23 22:46
LD
ML Juliet, TN
Volatile Organic Compounds (GC) by Method NWTPHGX
WG2017733
25
02/24/2310:30
03/06/2316:57
BAM
Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260D
WG2015173
1
02/24/2310:30
03/01/2318:58
ADM
Mt. Juliet, TN
FC
Volatile Organic Compounds (GC/MS) by Method 8260D
WG2015948
1
02/24/2310:30
03/03/23 01:30
ADM
ML Juliet, TN
Semi -Volatile Organic Compounds (GC) by Method NWTPHDX-NO SGT
WG2016237
1
03/04/2318:12
03/05/23 09:35
TJD
Mt. Juliet, TN
Semi Volatile Organic Compounds (GC/MS) by Method 8270E-SIM
WG2016252
1
03/04/23 21:07
03/05/23 03:43
JCH
Mt. Juliet, TN
Collected by
Collected date/time
Received date/time
B-2-S 1.5-2.5 L1590161-04 Solid
Nathan Solomon
02/24/2312:50
02/28/2308:45
Method
Batch
Dilution
Preparation
Analysis
Analyst
Location
date/time
dateltime
Total Solids by Method 2540 G-2011
WG2015002
1
03/02/2311:46
03102/2312:07
CMK
M4 Juliet, TN
Mercury by Method 7471B
WG2015133
1
03/01/2317:19
03/02/23 09:26
LAS
NIL Juliet, TN
Metals (ICPMS) by Method 6020E
WG2015893
5
03/02/2313:44
03/02/23 22:49
LD
ML Juliet, TN
Volatile Organic Compounds (GC) by Method NWTPHGX
WG2017407
25
02/24/2312:50
03/06/23 02:24
JAH
M4 Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260D
WG2015173
1
02/24/2312:50
03/01/2319:17
ADM
ML Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260D
WG2015948
1
02/24/2312:50
03/03/23 01:49
ADM
Mt. Juliet, TN
Semi -Volatile Organic Compounds (GC) by Method NWTPHDX-NO SGT
WG2016237
1
03/04/2318:12
03/05/2311:23
TJD
Mt, Juliet, TN
Semi Volatile Organic Compounds (GC/MS) by Method 8270E-SIM
WG2016252
1
03/04/23 21:07
03/05/23 04:01
JCH
Mt, Juliet, TN
Collected by
Collected date/time
Received dateltime
B-3-S 0.5-1.5 L1590161-06 Solid
Nathan Solomon
02/24/2312:00
02/28/2308:45
Method
Batch
Dilution
Preparation
Analysis
Analyst
Location
date/time
date/time
Total Solids by Method 2540 G-2011
WG2015002
1
03/02/2311:46
03/02/2312:07
CMK
M4 Juliet, TN
Mercury by Method 7471B
WG2015133
1
03/01/2317:19
03/02/23 09:34
LAS
Mt. Juliet, TN
Metals (ICPMS) by Method 6020E
WG2015893
5
03/02/2313:44
03/02/23 22:53
LD
Mt. Juliet, TN
Volatile Organic Compounds (GC) by Method NWTPHGX
WG2017076
25
02/24/2312:00
03/04/2316:38
JAH
Mt. Juliet, TN
Volatile Organic Compounds (GUMS) by Method 8260D
WG2015173
1
02/24/2312:00
03/0112319:36
ADM
Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260D
WG2015948
1
02/24/2312:00
03/03/23 02:08
ADM
Mt. Juliet, TN
Semi -Volatile Organic Compounds (GC) by Method NWTPHDX-NO SGT
WG2016237
1
03/04/2318:12
03/05/2310:30
TJD
M4 Juliet, TN
Semi Volatile Organic Compounds (GC/MS) by Method 8270E-SIM
WG2016252
1
03/04/23 21:07
03/05/23 04:19
JCH
ML Juliet, TN
CC U T PROJECT: SDG: DATEfTIME: PAGE:
NwillA X : .R3 0598-015-01 L7590161 03/07I2315 43 - 75 3 of 46
CASE NARRATIVE
All sample aliquots were received at the correct temperature, in the proper containers, with the
appropriate preservatives, and within method specified holding times, unless qualified or notated within
the report. Where applicable, all MDL (LOD) and RDL (LOQ) values reported for environmental samples
have been corrected for the dllution factor used in the analysis. All Method and Batch Quality Control
are within established criteria except where addressed in this case narrative, a non-conformance form
or properly qualified within the sample results. By my digital signature below, I affirm to the best of my
knowledge, all problems/anomalies observed by the laboratory as having the potential to affect the
quality of the data have been identified by the laboratory, and no information or data have been
knowingly withheld that would affect the quality of the data.
�5a�
Brian Ford
Project Manager
QnCC U :�02� PROJECT: SDG: D07/23ME lC PAGE
e )b 0598-015-01 L1590161 03107/2315:43 / 6 4 of 46
B-2-W SAMPLE RESULTS - 01
Collected dateltime: 02/24123 13:35 L1590161
Mercury by Method 7470A
Result Qualifier RDL Dilution Analysis Batch
Analyte ug/I ugll date / time
Mercury,Dissolved ND 0.200 1 03/02/202312:42 WG2014523
Metals (ICPMS) by Method 6020B
Result
Qualifier RDL
Dilution
Analysis
Batch
Analyte
ug/I
ug/l
date / time
Arsenic, Dissolved
ND
2.00
1
03/01/202313:30
WG2014846
Barium,Dissolved
ND
200
1
03/01/202313:30
WG2014846
Cadmium,Dissolved
ND
1.00
1
03/01/202313:30
WG2014846
Chromium,Dissolved
ND
200
1
03/01/202313:30
WG2014846
Lead,Dissolved
ND
2.00
1
03101/202313:30
WG2014846
Selenium,Dissolved
ND
2.00
1
03/01/202313:30
WG2014846
Silver,Dissolved
ND
2.00
1
03/011202313:30
WG2014846
Volatile Organic Compounds (GC) by Method NWTPHGX
Result
Qualifier RDL Dilution
Analysis
Analyte
ug/I
ug/I
date 1 time
Gasoline Range Organics-NWTPH
ND
100 1
03103f2a2302:33
(S) o, a, o-Trifluorotoluene(FID)
107
78.0-120
03/Gl3/202302.33
Volatile Organic Compounds
(GC/MS) by Method 8260D
Batch
WG2016151
WG2016151
Result
Qualifier RDL
Dilution
Analysis
Batch
Analyte
ug/I
ug/I
v
date/time ,—
Acetone
4.66
C3 1.00
1
03/02/202310:44
WG2015641
Acrylonitrile
ND
0.500
1
03/02/202310:44
WG2015641
Benzene
ND
0.0400
1
03/02/202310:44
WG2015641
Bromobenzene
ND
0.500
1
03/02/202310:44
WG2015641
Bromochloromethane
ND
0200
1
03/02/202310:44
WG2015641
Bromodichloromethane
ND
0.100
1
03/02/202310:44
WG2015641
Bromotorm
ND
1.00
1
03/02/202310:44
WG2015641
Bromomethane
ND
0.500
1
03/02/202310:44
WG2015641
n-Butylbenzene
ND
0.500
1
03/02/202310:44
WG2015641
sec -Butyl benzene
ND
0.500
1
03/021202310:44
WG2015641
tert-Butylbenzene
ND
0,200
1
03/02/202310:44
WG2015641
Carbon disulfide
ND
0.500
1
03/02/202310:44
WG2015641
Carbon tetrachloride
ND
0200
1
03/02/202310:44
WG2015641
Chlorobenzene
ND
0.100
1
03/02/202310:44
WG2015641
Chlorodibromomethane
ND
0,100
1
03/02/202310:44
WG2015641
Chloroethane
ND
0200
1
03/02/202310:44
WG2015641
Chloroform
ND
0.100
1
03/02/202310:44
WG2015641
Chloromethane
ND
0.500
1
03/021202310:44
WG2015641
2-Chlorotoluene
ND
0.100
1
03/02/202310:44
WG2015641
4-Chlorotoluene
ND
0.200
t
03/02/202310:44
WG2015641
1,2-Dibromo-3-Chloropropane
ND
1.00
1
03/02/202310:44
WG2015641
1,2-Dibromoethane
ND
0.100
1
03/021202310:44
WG2015641
Dibromomethane
ND
0.200
1
03/02/202310:44
WG2015641
1,2-Dichlorobenzene
ND
0.200
1
03/02/202310:44
WG2015641
1,3-Dichlorobenzene
ND
0.200
1
03/02/202310:44
WG2015641
1,4-Dichlorobenzene
ND
0.200
1
03/02/202310:44
WG2015641
trans-1,4-Dichloro-2-butene
ND
0,200
1
03/02/202310:44
WG2015641
Dichlorodifluoromethane
ND
0,100
1
03/02/202310:44
WG2015641
1,1-Dichloroethane
ND
0.100
1
03/02/202310:44
WG2015641
1,2-Dichloroethane
ND
0.100
1
03/02/202310:44
WG2015641
1,1-Dichloroethene
ND
0.100
1
03/02/202310:44
WG2015641
cis-1,2-Dichloroethene
ND
0.100
1
03/02/202310:44
WG2015641
U
PROJECT:
SDG:
"-U�oEr�§ih2e
P[IATm-ur
0 98-015 01
L1590161
03007/21 543
l PAGE:
1 - I Il 5 of 46
B-2-W SAMPLE RESULTS - 01
Ca IIec ted date/time: 02/24/23 13.35 L1590161
Volatile Organic Compounds (GC/MS) by Method 8260D
Result
Qualifier RDL
Dilution
Analysis
Batch
Analyte
ug/I
ug/I
date / time
trans-1,2-Dichloroethene
l NO
0200.
1
03/02/202310:44
WG2015641
1,2-Dichloropropane
ND
0-200
1
03/02/202310:44
WG2015641
1,1-Dichloropropene
NO
0100
1
03/02/202310:44
WG2015641
1,3-Dichloropropane
ND
0.200
1
03/02/202310:44
WG2015641
cis-1,3-Dichloroprope ne
ND
0.100
1
03/02/202310:44
WG2015641
trans-1,3-Dichloropropene
ND
0.200
1
03/02/202310:44
WG2015641
2,2-Dichloropropane
ND
0.100
1
03/02/202310:44
WG2015641
Di -isopropyl ether
ND
0.0400
1
03/02/202310:44
WG2015641
Ethylbenzene
ND
0,100
1
03/02/202310:44
WG2015641
Hexachloro-1,3-butadiene
ND
1,00
1
03/02/202310:44
WG2015641
2-Hexanone
ND
1.00
1
03/02/202310:44
WG2015641
n-Hexane
ND
0.200
1
03/02/202310:44
WG2015641
lodomethane
NO
0.500
1
03/02/202310:44
WG2015641
Isopropylbenzene
ND
0.100
1
03/02/202310:44
WG2015641
p-Isopropyltoluene
ND
0.200
1
03/02/202310:44
WG2015641
2-Butanone (MEK)
ND
J3 1.00
1
03/02/202310:44
WG2015641
Methylene Chloride
ND
1.00
1
03/02/202310:44
WG2015641
4-Methyl-2-pentanone (MIBK)
ND
1.00
1
03/02/202310:44
WG2015641
Methyl tert-butyl ether
ND
0,0400
1
03/02/202310:44
WG2015641
Naphthalene
NO
0.500
1
03/02/202310:44
WG2015641
n-Propylbenzene
ND
0.200
1
03/02/202310:44
WG2015641
Styrene
ND
0.500
1
03/02/202310:44
WG2015641
1,1,1,2-Tetrachloroethane
NO
0.100
1
03/02/202310:44
WG2015641
1,1,2,2-Tetrachloroethane
ND
0.100
1
03/02/202310:44
WG2015641
1,1,2-Trichlorotrifluoroethane
NO
0.100
1
03/02/202310:44
WG2015641
Tetrachloroethene
ND
0.100
1
03/02/202310:44
WG2015641
Toluene
ND
0.200
1
03/02/202310:44
WG2015641
1,2,3-Trichlorobenzene
ND
0.500
1
03/02/202310:44
WG2015641
1,2,4-Trichlorobenzene
ND
0,500
1
03/02/202310:44
WG2015641
1,1,1-Trichloroethane
ND
0.100
1
03/02/202310:44
WG2015641
1,1,2-Trichloroethane
ND
0.100
1
03/02/202310:44
WG2015641
Trichloroethene
ND
0.0400
1
03/02/20231044
WG2015641
Trichlorofluoromethane
ND
0.100
1
03/02/202310:44
WG2015641
1,2,3-Trichloropropane
ND
0.500
1
03/02/202310:44
WG2015641
1,2,4-Trim ethyl benzene
ND
0.200
1
03/02/202310:44
WG2015641
1,2,3-Trimethylbenzene
ND
0.200
T
03/02/202310:44
WG2015641
1,3,5-Trimethyl ben zene
NO
0.200
1
03/02/202310:44
WG2015641
Vinyl acetate
ND
J3 0,500
T
03/02/202310:44
WG2015641
Vinyl chloride
NO
0.100
t
03/02/202310:44
WG2015641
Xylenes, Total
ND
0.260
1.
03/02/202310:44
WG2015641
(S) Toluene-d8
104
75.0-131
031021202310.44
WG2015641
(S) 4-Bromolluorobenzene
107
67.0-138
031021202310:44
WG2015641
(S)1,2-Dichloroethene-0
99.7
70.0-130
031021202310:44
WG2015641
Semi -Volatile Organic Compounds (GC) by Method NWTPHDX-NO SGT
Result
Qualifier RDL
Dilution Analysis
Analyte
110
ug/I
T
date J time
Diesel Range Organics (DRO)
NO
200
1 031071202305:30
Residual Range Organics (RRO)
ND
250
T 03KIM02305:30
(S) o-Terpheny/
84.0
52.0-156
OW712023 05.30
Batch
WG2016248
WG2016248
WG2016248
K"FIRACCS�►J�IT: � � PROJECT: 5901 D07/2315- 1 PAGE:
n i e t�l 0598-015-01 L1590161 03/07/2315:43 1/ 8 6 of 46
g-2-W
Collected dateitime: 02/24/23 13:35
Semi Volatile Organic Compounds
SAMPLE RESULTS - 01
L1590161
(GC/MS) by Method 8270E-SIM
Result
Qualifier RDL Dilution Analysis
Batch
Analyte
ug/I
ug/I
date/time —
—
Anthracene
ND
0.0500 1
03/02/2023 06:06
WG2014624
Acenaphthene
ND
0.0500 1
03/02/2023 06:06
WG2014624
Acenaphthylene
ND
0.0500 1
03/02/2023 06:06
WG2014624
Benzo(a)anthracene
ND
0.0500 1
03/02/2023 06:06
WG2014624
Benzo(a)pyrene
ND
0.0500 1
03/02/2023 06:06
WG2014624
Benzo(b)fluoranthene
ND
0.0500 1
03/02/2023 06:06
WG2014624
Benzo(g,h,i)perylene
ND
0.0500 1
03/02/2023 06:06
WG2014624
Benzo(k)fluoranthene
ND
0.0500 1
03/02/2023 06:06
WG2014624
Chrysene
ND
0.0500 1
03/02/2023 06:06
WG2014624
Dibenz(a,h)anthracene
ND
0.0500 1
03/02/2023 06:06
WG2014624
Fluoranthene
ND
0.100 1
03/02/2023 06:06
WG2014624
Fluorene
ND
0,0500 1
03/02/2023 06:06
WG2014624
Indeno(1,2,3-cd)pyrene
ND
0.0500 1
03/02/202306:06
WG2014624
Naphthalene
ND
0.250 1
03/02/2023 06:06
WG2014624
Phenanthrene
ND
0.0500 1
03/02/2023 06:06
WG2014624
Pyrene
ND
0.0500 1
03/02/2023 06:06
WG2014624
1-Methylnaphthalene
ND
0,250 1
03/02/2023 06:06
WG2014624
2-Methylnaphthalene
ND
0.250 1
03/02/2023 06:06
WG2014624
2-Chloronaphthalene
ND
0.250 1
03/02/2023 06:06
WG2014624
(S) Nitrobenzene-6
73.2
31.0-160
0310212023 06:06
WG2014624
(S 2-Fluorobiphenyl
65.8
48.0-148
0310212023 06:06
WG2014624
(S) p-rerphenyl-M
48.6
37.0-146
0310212023 06.06
WG2014624
-i�
CAT:PROJECT: SDG: DATE/TIME: PAGE:
�wL3 79 7of46l pr,i a i.= -
B-1-S_10-2
SAMPLE
RESULTS - 02
Collected dateltime: 02/24/23 10:30
L1590161
Total Solids by Method 2540 G-2011
Result Qualifier
Dilution Analysis
Batch
I
Analyte %
date / time
Total Solids 84.8
Total
1 03/02/202312:07
WG2015002
Mercury by Method 7471B
F
Result (dry) Qualifier
RDL (dry)
Dilution
Analysis
Batch
Analyte mg/kg
mg/kg
date / time
E
Mercury ND
0.0471
1
03/02/202309:24
WG2015133
Metals (ICPMS) by Method 6020B
Result (dry) Qualifier
RDL (dry)
Dilution
Analysis
Batch
Analyte mg/kg
mg/kg
date / time
`
Arsenic 10.7
1.18
5
03/02/2023 22:46
WG2015893
Barium 269
11,8
20
03/02/2023 23:31
WG2015893
E
Cadmium ND
1.18
5
03/02/2023 22:46
WG2015893
Chromium 64.5
5.89
5
03/0212023 22:46
WG2015893
Lead 6.02
2.36
5
03/02/2023 22:46
WG2015893
�(
Selenium ND
2,95
5
03/02/2023 22:46
WG2015893
Silver ND
0.589
5
03/02/2023 22:46
WG2015893
SC
Volatile Organic Compounds (GC) by Method NWTPHGX
Result (dry) Qualifier
RDL (dry)
Dilution
Anafysls
Batch
Analyte mg/kg
mg/kg
date 1 lime
Gasoline Range Organics-NWTPH ND
3.45
25
03M&202316:57
WG2017733
P0,o,0-Trifluorotoluene(FID) 95.8
77.0-120
03/OW0231fx57
WG20I733
Volatile Organic Compounds (GC/MS) by Method 8260D
Result (dry) Qualifier
RDL (dry)
Dilution
Analysis
Batch
Analyte mg/kg
mg/kg
date / time
Acetone ND
0.0689
1
03/01/202318:58
WG2015173
Acrylonitrile ND
0.0172
1
03/01/202318:58
WG2015173
Benzene ND
0.00138
1
03/01/202318:58
WG2015173
Bromobenzene ND
0,0172
1
03/01/202318:58
WG2015173
Bromodichloromethane ND
0.00345
1
03101/202318:58
WG2015173
Bromoform ND
0.0345
1
03/01/202318:58
WG2015173
Bromomethane ND
0.0172
1
03/01/202318:58
WG2015173
n-Butylbenzene ND
0.0172
1
03/01/202318:58
WG2015173
sec-Butylbenzene ND
0.0172
1
03/01/202318:58
WG2015173
tert-Butylbenzene ND
0.00689
1
031011202318:58
WG2015173
Carbon tetrachloride ND
0.00689
1
03/01/202318:58
WG2015173
Chlorobenzene ND
0.00345
1
03/01/202318:58
WG2015173
Chlorodibromomethane ND
0.00345
1
03/01/202318:58
WG2015173
Chloroethane ND
0.00689
1
03101/202318:58
WG2015173
Chloroform ND
0.00345
1
03/01/202318:58
WG2015173
Chloromethane ND J4
0.0172
1
03/01/202318:58
WG2015173
2-Chlorotoluene ND
0.00345
1
03/01/202318:58
WG2015173
4-Chlorotoluene ND
0.00689
1
03/011202318:58
WG2015173
1,2-Dibromo-3-Chloropropane ND
0.0345
1
03/01/202318:58
WG2015173
1,2-Dibromoethane ND
0.00345
1
03/01/202318:58
WG2015173
Dibromomethane ND
0.00689
1
03/01/202318:58
WG2015173
1,2-Dichlorobenzene ND
0.00689
1
03/01/202318:58
WG2015173
1,3-Dichlorobenzene ND
0.00689
1
03/011202318:58
WG2015173
1,4-Dichlorobenzene ND
0.00689
1
03/01/202318:58
WG2015173
DichlorodiFluoromethane ND
0.00345
1
03/01/202318:58
WG2015173
1,1-Dichloroethane ND
0.00345
1
03/01/202318:58
WG2015173
1,2-Dichloroethane ND
0.00345
1
03101/202318:58
WG2015173
p
MarChCL IT: 2023
PROJECT:
SDG:
DATE/TIME:
p PAGE:
' 0
GeoEngineers- PoRland, OR
0598-015-01
L1590161
03/07/2315:43
8 of 46
ifll�lii i;
B-1-S_10-2 SAMPLE RESULTS - 02
Collected date/time: 02/24/23 10:30 L1590161
Volatile Organic Compounds (GC/MS) by Method 8260D
Result (dry)
Qualifier ROL (dry)
Dilution
Analysis
Batch
Analyte
mg/kg
mg/kg
date / time
1,1-Dichloroethene
NO
0.00345
1
03/01/202318:58
WG2015173
cis-1,2-Dichloroethene
NO
0.00345
1
03/011202318:58
WG2015173
trans-1,2-Dichloroethene
NO
0.00689
1
03/011202318:58
WG2015173
1,2-Dichloropropane
NO
0.00689
1
03/01/202318:58
WG2015173
1,1-Dichloropropene
NO
0.00345
1
03/011202318:58
WG2015173
1,3-Dichloropropane
ND
0.00689
1
03/01/202318:58
WG2015173
cis-1,3-Dichloropropene
ND
0.00345
1
03101/202318:58
WG2015173
trans-1,3-Dichloroprope ne
ND
0.00689
1
03/01/202318:58
WG2015173
2,2-Dichloropropane
NO
0.00345
1
03/011202318:58
WG2015173
Di -isopropyl ether
NO
0.00138
1
03/01/202318:58
WG2015173
Ethylbenzene
NO
0.00345
1
03/01/202318:58
WG2015173
Hexachloro-1,3-butadiene
NO
0.0345
1
03/01/202318:58
WG2015173
Isopropylbenzene
NO
0.00345
1
03/01/202318:58
WG2015173
p-Isopropyltoluene
NO
0.00689
1
03/01/202318:58
WG2015173
2-Butanone (MEK)
ND
0.138
1
03/01/202318:58
WG2015173
Methylene Chloride
ND
C3 J3 Jd 0,0345
1
03/01/202318:58
WG2015173
4-Methyl-2-pentanone (MIBK)
ND
0.0345
1
031011202318:58
WG2015173
Methyl tert-butyl ether
NO
0.00138
1
03/01/202318:58
WG2015173
Naphthalene
ND
0.0172
1
03/01/202318:58
WG2015173
n-Propylbenzene
NO
0.00689
1
03/01/202318:58
WG2015173
Styrene
ND
0.0172
1
03/011202318:58
WG2015173
1,1,1,2-Tetrachloroethane
NO
0.00345
1
03/01/202318:58
WG2015173
1,1,2,2-Tetrachloroethane
NO
0.00345
1
03/01/202318:58
WG2015173
1,1,2-Trichlorotrifluoroethane
NO
0,00345
1
03/01/202318:58
WG2015173
Tetra chloroethene
NO
0.00345
1
03/01/202318:58
WG2015173
Toluene
NO
0.00689
1
03/01/202318:58
WG2015173
1,2,3-Trichlorobenzene
ND
0.0172
1
03/01/202318:58
WG2015173
1,2,4-Trichlorobenzene
NO
0.0172
1
03/01/202318:58
WG2015173
1,1,1-Trichloroethane
ND
0.00345
1
03/01/202318:58
WG2015173
1,1,2-Trichloroethane
NO
0.00345
1
03/01/202318:58
WG2015173
Trichloroethene
NO
0.00138
1
03/01/202318:58
WG2015173
Trichlorofluoromethane
NO
0.00345
1
03/01/202318:58
WG2015173
1,2,3-Trichloropropane
ND
0.0172
1
03/01/202318:58
WG2015173
1,2,4-Trimethylbenzene
ND
0.00689
1
03/03/2023 01:30
WG2015948
1,2,3-Trimethylbenzene
ND
0.00689
1
03/03/2023 01:30
WG2015948
1,3,5-Trimethylben zene
NO
0.00689
1
03/03/2023 01:30
WG2015948
Vinyl chloride
NO
0.00345
1
03/01/202318:58
WG2015173
Xylenes, Total
NO
0.00896
1
03/03/2023 01:30
WG2015948
(S) Toluene-d8
99.0
75.0-131
031011202318:58
WG2015173
(S) Toluene -dB
105
75.0-131
0310312023 01:30
WG2015948
(S)4-Bromofluorobenzene
94.1
670-138
03/017202318:58
WG2015173
(S) 4-Bromofluorobenzene
100
67.0-138
0310312023 0130
WG2015948
(S)1,2-Dichloroethene-d4
82.6
70.0-130
031011202318:58
WG2015173
(S)1,2-Dichloroethane-d4
97.6
70.0-130
0310312023 0130
WG2015948
Semi -Volatile Organic Compounds (GC) by Method NWTPHDX-NO SGT
Result (dry)
Qualifier RDL (dry)
Dilution AnalySl5 Batch
Analyte
mg/kg
mg/kg
date 1 time
Diesel Range Organics (DRO)
NO
4.71
1 0310512023 09:35 WG2016237
Residual Range Organics (RRO)
ND
11.8
1 ON512023 09:3.5 WG2016237
(S) o-Terphenyl
50.9
18.0-148
031OW02309:35 WG2016237
MarcfJC"T 2023 PROJECT: SDG: DATEMME: O PAGE:
GeoEngineers- Portland. OR 0598-015-01 L1590161 03/07/23 15:43 ' 01 9 of 46
B-1-S_10-2 SAMPLE RESULTS - 02
Collected dateitime: 02124/23 10:30 L1590161
Semi Volatile Organic Compounds (GC/MS) by Method 8270E-SIM
Result (dry)
Qualifier RDL (dry)
Dilution
Analysis
Batch
Analyte
mg/kg
mg/kg
date / time
Anthracene
ND
0.00707
1
03/05/2023 03:43
WG2016252
Acenaphthene
ND
0.00707
1
03/05/2023 03:43
WG2016252
Acenaphthylene
ND
0.00707
1
03/05/2023 03:43
WG2016252
Benzo(a)anthracene
ND
0.00707
1
03/05/2023 03:43
WG2016252
Benzo(a)pyrene
ND
0.00707
1
03/05/2023 03:43
WG2016252
Benzo(b)fluoranthene
ND
0.00707
1
03/05/2023 03:43
WG2016252
Benzo(g,h,i)perylene
ND
0.00707
1
03/05/2023 03:43
WG2016252
Benzo(k)fluoranthene
ND
0.00707
1
03/05/2023 03:43
WG2016252
Chrysene
ND
0.00707
1
03/05/2023 03:43
WG2016252
Dibenz(a,h)anth racene
ND
0.00707
1
03/05/2023 03:43
WG2016252
Fluoranthene
ND
0.00707
1
03/05/2023 03:43
WG2016252
Fluorene
ND
0.00707
1
03/05/2023 03:43
WG2016252
Indeno(1,2,3-cd)pyrene
ND
0.00707
1
03/05/2023 03:43
WG2016252
Naphthalene
ND
0.0236
1
03/05/2023 03:43
WG2016252
Phenanthrene
ND
0.00707
1
03/05/2023 03:43
WG2016252
Pyrene
ND
0,00707
1
03/0512023 03:43
WG2016252
1-Methylnaphthalene
ND
0.0236
1
03/05/2023 03:43
WG2016252
2-Methylnaphthalene
ND
0.0236
1
03/05/2023 03:43
WG2016252
2-Chloronaphthalene
ND
0.0236
1
03/05/2023 03:43
WG2016252
Q p-Terphenyl-dM
70.8
23.0-120
0310512023 03:43
WG2016252
(S) Nitrobenzene-d5
84.3
14.0-149
0310512023 03:43
WG2016252
(S) 2-Fluorobiphenyl
72.2
34.0-125
03/0572023 03:43
WG2016252
Mww� ACCqOUNT: qnnq PROJECT: SDG: DATEMME: PAGE:
�'Y I�i�iJ�llterS �alalfd�O1F3 0598-015-01 L1590161 03/07/2315:43 1 - 82 10 of 46
B-2-S_1.5-2.5 SAMPLE RESULTS - 04
Collected date/time: 02/24/23 12:50 L1590161
Total Solids by Method 2540 G-2011
Result
Analyte %
Total Solids 85.1
Mercury by Method 7471B
Qualifier Dilution Analysis Batch
date / time
1 03/02/202312.07 WG2015002
Result (dry) Qualifier RDL (dry) Dilution Analysis Batch
Analyte mg/kg mg/kg date / time
Mercury ND 0.0470 1 03/02/2023 09:26 WG2015133
Metals (ICPMS) by Method 6020B
Result (dry)
Qualifier RDL (dry)
Analyte
w
mg/kg
mg/kg
Arsenic
4.63
1.18
Barium
106
2.94
Cadmium
ND
1.18
Chromium
48.7
5.88
Lead
4.73
2.35
Selenium
ND
2.94
Silver
ND
0-588
Volatile Organic Compounds (GC) by Method NWTPHGX
Dilution
Analysis
date / time
Batch
5
03/02/2023 22:49
WG2015893
5
03/02/2023 22:49
WG2015893
5
03/02/2023 22:49
WG2015893
5
03/02/2023 22:49
WG2015893
5
03/02/2023 22:49
WG2015893
5
03/02/2023 22:49
WG2015893
5
03/02/2023 22:49
WG2015893
Result (dry) Qualifier RDL (dry) Dilution Analysis Batch
Analyte mg/kg mg/kg date / time
Gasoline Range Organics-NWTPH ND 3.52 25 03/06/2023 02:24 WG2017407
(S)a,a,o-Trifluorotoluene(FID) 93.3 77.0-120 031061202302.24 WG2017407
Volatile Organic Compounds (GC/MS) by Method 8260D
Result (dry)
Analyte
mg/kg
Acetone
ND
Acrylonitrile
ND
Benzene
ND
Bromobenzene
ND
Bromodichloromethane
ND
Bromoform
ND
Bromomethane
ND
n-Butylbenzene
ND
sec-Butylbenzene
ND
tert-Butylbenzene
ND
Carbon tetrachloride
ND
Chlorobenzene
ND
Chlorodibromomethane
ND
Chloroethane
ND
Chloroform
ND
Chloromethane
ND
2-Chlorotoluene
ND
4-Chlorotoluene
ND
1,2-Dibromo-3-Chloropropane
ND
1,2-Dibromoethane
ND
Dibromomethane
ND
1,2-Dichlorobenzene
ND
1,3-Dichlorobenzene
ND
1,4-Dichlorobenzene
ND
Dichlorodinuoromethane
ND
1,1-Dichloroethane
ND
1,2-Dichloroethane
ND
Qualifier RDL (dry)
mg/kg
J4
0.0704
0.0176
0-00141
0.0176
0.00352
0..0352
0.0176
0.0176
0.0176
0.00704
0.00704
0.00352
0.00352
0.00704
0.00352
0.0176
0-00352
0.00704
0.0352
0.00352
0.00704
0.00704
0.00704
0.00704
0,00352
0.00352
0.00352
PROJECT:
0598-015-01
Dilution
Analysis
date / time
1
03/01/202319:17
1
03/01/202319:17
1
03/01/202319:17
1
03/01/202319:17
1
03/01/202319:17
1
03/011202319:17
1
03/01/202319:17
1
03101/202319:17
1
03/01/202319:17
1
03101/202319:17
1
03/01/202319:17
1
03/01/202319:17
1
03/01/202319:17
1
03/01/202319:17
1
03/01/202319:17
1
03/011202319:17
1
03/01/202319:17
1
03/01/202319:17
1
03/01/202319:17
1
03/01/202319:17
1
03/01/202319:17
1
03101/202319:17
1
03/01/202319:17
1
03/01/202319:17
1
03/01/202319:17
1
03/01/202319:17
1
03/01/202319:17
SDG:
L1590161
Batch
WG2015173
WG2015173
WG2015173
WG2015173
WG2015173
WG2015173
WG2015173
WG2015173
WG2015173
WG2015173
WG2015173
WG2015173
WG2015173
WG2015173
WG2015173
W62015173
WG2015173
WG2015173
WG2015173
WG2015173
WG2015173
WG2015173
WG2015173
WG2015173
WG2015173
WG2015173
WG2015173
DATE/TIME:
03/07/2315:43
PAGE
' - 83 11 of46
B-2-S_1.5-2.5 SAMPLE RESULTS - 04
Collected dateitime: 02/24/23 12:50 L1590161
Volatile Organic Compounds (GC/MS) by Method 8260D
Result (dry)
Qualifier RDL (dry)
Dilution
Analysis
Batch
Analyte
mg/kg
mg/kg
date / time
-
1,1-Dichloroethene
ND
0.00352
1
03/01/202319:17
WG2015173
cis-1,2-Dichloroethene
ND
0.00352
1
03/011202319:17
WG2015173
trans-1,2-Dichloroethene
ND
0.00704
1
03/01/202319:17
WG2015173
1,2-Dichloropropane
ND
0.00704
1
03/01/202319:17
WG2015173
1,1-Dichloropropene
ND
0.00352
1
03/01/202319:17
WG2015173
1,3-Dichloropropane
ND
0.00704
1
03/01/202319:17
WG2015173
cis-1,3-Dichloropropene
ND
0.00352
1
03/01/202319:17
WG2015173
trans-1,3-Dichloropropene
ND
0.00704
1
03/01/202319:17
WG2015173
2,2-Dichloropropane
ND
0.00352
1
03/01/202319:17
WG2015173
Di -isopropyl ether
ND
0.00141
1
03/01/202319:17
WG2015173
Ethylbenzene
ND
0.00352
1
03101/202319:17
WG2015173
Hexachloro-1,3-butadiene
ND
0.0352
1
03/01/202319:17
WG2015173
Isopropylbenzene
ND
0.00352
1
03/01/202319:17
WG2015173
p-Isopropyltoluene
ND
0.00704
1
03/01/202319:17
WG2015173
2-Butanone (MEK)
ND
0.141
1
03/011202319:17
WG2015173
Methylene Chloride
ND
C3 J3 J4 0.0352
1
03/01/202319:17
WG2015173
4-M ethyl-2-penta none (MIBK)
ND
0.0352
1
03/011202319:17
WG2015173
Methyl tert-butyl ether
ND
0.00141
1
03/01/202319:17
WG2015173
Naphthalene
ND
0.0176
1
03/01/202319:17
WG2015173
n-Propylbenzene
ND
0.00704
1
03/01/2023 19:17
WG2015173
Styrene
ND
0.0176
1
03/01/202319:17
WG2015173
1,1,1,2-Tetrachloroethane
ND
0.00352
1
03/01/202319:17
WG2015173
1,1,2,2-Tetrachloroethane
ND
0.00352
1
03/01/202319:17
WG2015173
1,1,2-Trichlorotrifluoroethane
ND
0.00352
1
03/01/202319:17
WG2015173
Tetrachloroethene
ND
0.00352
1
03/01/202319:17
WG2015173
Toluene
ND
0.00704
1
03/01/202319:17
WG2015173
1,2,3-Trichlorobenzene
ND
0.0176
1
03/011202319:17
WG2015173
1,2,4-Trichlorobenzene
ND
0.0176
1
03101/202319:17
WG2015173
1,1,1-Trichloroethane
ND
0.00352
1
03/01/202319:17
WG2015173
1,1,2-Trichloroethane
ND
0.00352
1
03/01/202319:17
WG2015173
Trichloroethene
ND
0.00141
1
03/011202319:17
WG2015173
Trichlorofluoromethane
ND
0.00352
1
03/01/202319:17
WG2015173
1,2,3-Trichloropropane
ND
0.0176
1
03/01/202319:17
WG2015173
1,2,4-Trimethylbenzene
ND
0.00704
1
03/03/2023 01:49
WG2015948
1,2,3-Trimethylbenzene
ND
0.00704
1
03/01/202319:17
WG2015173
1,3,5-Trimethylbenzene
ND
0.00704
1
03101/202319:17
WG2015173
Vinyl chloride
ND
0.00352
1
03/01/202319:17
WG2015173
Xylenes, Total
ND
0.00916
1
03/03/2023 01:49
WG2015948
(S) Toluene-d8
101
75.0-131
031OV202319:17
WG2015173
(S) Toluene-d8
107
75.0-131
0310312023 01.49
WG2015948
(S)4-Bromofluorobenzene
98.0
67.0-138
037017202319:17
WG2015173
(S) 4-Bromof/uorobenzene
102
67.0-138
03/03/2023 01:49
WG2015948
(S)1,2-Dichloroethene-d4
84.4
70.0-130
031011202319:17
WG2015173
(S)1,2-Dichloroethone-d4
94.6
70.0-130
0310312023 01:49
WG2015948
Semi -Volatile Organic Compounds (GC) by Method NWTPHDX-NO SGT
Result (dry)
Qualifier RDL (dry)
Analyte
mg/kg
mg/kg
Diesel Range Organics (DRO)
5.60
4.70
Residual Range Organics (RRO)
18.6
11.8
(S) o-Terpheny/
76.4
18.0-148
Dilution Analysis Batch
date / time
1 03/05/202311:23 WG2016237
1 03/05/202311:23 WG2016237
031051202311:23 WG2016237
T: PROJECT:
"G'�b ghcei - OdagQ?3 0 98-015 01
SDG: DATEMME PAGE:
L1590161 03/07/2315:43 1 - 84 12 of 46
B-2-S_1.5-2.5 SAMPLE RESULTS - 04
Collected date/time: 02/24/23 12:50 L1590161
Semi Volatile Organic Compounds (GC/MS) by Method 8270E-SIM
Result (dry)
Qualifier RDL (dry)
Dilution
Analysis
Batch
Analyte
mg/kg
mg/kg
date / time
Anthracene
ND
0.00705
1
03/05/2023 04:01
WG2016252
Acenaphthene
ND
0.00705
1
03/05/2023 04:01
WG2016252
Acenaphthylene
ND
0.00705
1
03/05/2023 04:01
WG2016252
Benzo(a)anthracene
ND
0.00705
1
03/05/2023 04:01
WG2016252
Benzo(a)pyrene
ND
0.00705
03/05/2023 04:01
WG2016252
Benzo(b)fluoranthene
ND
0.00705
1
03/05/2023 04:01
WG2016252
Benzo(g,h,i)perylene
ND
0.00705
1
03/05/2023 04:01
WG2016252
Benzo(k)fluoranthene
ND
0.00705
1
03/05/2023 04:01
WG2016252
Chrysene
ND
0.00705
i
03/05/2023 04:01
WG2016252
Dibenz(a,h)anth racene
ND
0.00705
1
03/05/2023 04:01
WG2016252
Fluoranthene
ND
0.00705
i
03/05/2023 04:01
WG2016252
Fluorene
ND
0.00705
1
03/05/2023 04:01
WG2016252
Indeno(1,2,3-cd)pyrene
ND
0.00705
1
03/05/2023 04:01
WG2016252
Naphthalene
ND
0.0235
1
03/05/2023 04:01
WG2016252
Phenanthrene
ND
0.00705
1
03/05/202304.01
WG2016252
Pyrene
ND
0.00705
1
03/05/2023 04:01
WG2016252
1-Methylnaphthalene
ND
0.0235
f
03/05/2023 04:01
WG2016252
2-Methylnaphthalene
ND
0,0235
1
03/05/2023 04:01
WG2016252
2-Chloronaphthalene
ND
0.0235
1
03/05/2023 04:01
WG2016252
Q p-Terphenyl-dM
67.1
23.0-120
0310512023 04:01
WG2016252
(S) Nitrobenzene-d5
69.8
140-149
0310512023 04:01
WG2016252
(S) 2-Fluorobiphenyl
66.5
34.0-125
03/05/2023 04:01
WG2016252
��r�gCCOU�T: PROJECT: SDG: DATE/TIME: PAGE:
En i e P dlaf149? 3 0598-015-01 L1590161 03/07/2315:43 I ' 85 13of46
B-3-S_0.5-1.5 SAMPLE RESULTS - 06
Collected dateltime: 02/24/23 12:00 L1590161
Total Solids by Method 2540 G-2011
Result Qualifier Dilution Analysis Batch
Analyte % date / time
Total Solids 88.0 1 03/02/202312:07 WG2015002
Mercury by Method 7471B
Result (dry) Qualifier RDL (dry) Dilution Analysis Batch
Analyte mg/kg mg/kg date / time
Mercury ND 0.0455 1 03/02/2023 09:34 WG2015133
Metals (ICPMS) by Method 6020B
Result (dry) Qualifier RDL (dry)
Analyte
mg/kg mg/kg
Arsenic
3.94 1.14
Barium
84,4 2.84
Cadmium
ND 1.14
Chromium
4&9 5.68
Lead
3.43 2.27
Selenium
ND 2.84
Silver
ND 0,568
Volatile Organic
Compounds (GC) by Method NWTPHGX
Dilution
Analysis
date / time
5
03/02/2023 22:53
5
03/02/2023 22:53
5
03/02/2023 22:53
5
03/02/2023 22:53
5
03/02/2023 22:53
5
03/02/2023 22:53
5
03/02/2023 22:53
Batch
WG2015893
W62015893
WG2015893
WG2015893
WG2015893
WG2015893
WG2015893
Result (dry)
Qualifier RDL (dry) Dilution
Analysis Batch
Analyte
mg/kg
mg/kg
date / time
Gasoline Range Organics-NWTPH
ND
3.23 25
03/04/202316:38 WG2017076
(S)a,o,o-Trifluororoluene(FID)
108
77.0-120
031041202316:38 WG2017076
Volatile Organic Compounds
(GC/MS) by Method 8260D
Result (dry)
Qualifier RDL (dry)
Dilution
Analysis
Batch
Analyte
mg/kg
mg/kg
date / time
J
Acetone
ND
0.0645
1
03/01/2023 19:36
WG2015173
Acrylonitrile
ND
0.0161
1
03/01/2023 19:36
WG201517S
Benzene
ND
0.00129
1
03/01/2023 19:36
WG2015173
Bromobenzene
ND
0.0161
1
03/01/2023 19:36
WG2015173
Bromodichloromethane
ND
0.00323
1
03/01/2023 19:36
WG2015173
Bromoform
ND
0.0323
1
03/01/2023 19:36
WG2015173
Bromomethane
ND
0.0161
1
03/01/2023 19:36
WG2015173
n-Butylbenzene
ND
0.0161
1
03/01/2023 19:36
WG2015173
sec-Butylbenzene
ND
0.0161
1
03/01/2023 19:36
WG2015173
tert-Butylbenzene
ND
0.00645
1
03/01/2023 19:36
WG2015173
Carbon tetrachloride
ND
0.00645
1
03/01/2023 19:36
WG2015173
Chlorobenzene
ND
0.00323
1
03/01/2023 19:36
WG2015173
Chlorodibromomethane
ND
0.00323
1
03/01/2023 19:36
WG2015173
Chloroethane
ND
0.00645
1
03/011202319:36
WG2015173
Chloroform
ND
0.00323
1
03/01/2023 19:36
WG2015173
Chloromethane
ND
J4 0.0161
:1
03/01/2023 19:36
WG2015173
2-Chlorotoluene
ND
0.00323
1
03/01/2023 19:36
WG2015173
4-Chlorotoluene
ND
0.00645
1
03/01/2023 19:36
WG2015173
1,2-Dibromo-3-Chloropropane
ND
0.0323
1
03/011202319:36
WG2015173
1,2-Dibromoethane
ND
0.00323
1
03/01/2023 19:36
WG2015173
Dibromomethane
ND
0.00645
1
03/01/2023 19:36
WG2015173
1,2-Dichlorobenzene
ND
0.00645
1
03/01/2023 19:36
WG2015173
1,3-Dichlorobenzene
ND
0.00645
1
03/01/2023 19:36
WG2015173
1,4-Dichlorobenzene
ND
0.00645
1
03/01/2023 19:36
WG2015173
Dichlorodifluoromethane
ND
0.00323
1
03/01/2023 19:36
WG2015173
1,1-Dichloroethane
ND
0,00323
1
03/01/2023 19:36
WG2015173
1,2-Dichloroethane
ND
0.00323
1
03/01/2023 19:36
WG2015173
q Q�J
ce' �AIag'Q?3
I
PROJECT:
5901
DATF2
' � 86
G� r"s
0598-015-01
L1590161
1 : 4ofPAGE:
03/07/2315:43 14 of 46
B-3-S_0.5-1.5 SAMPLE RESULTS - 06
Collected date/time: 02/24/23 12:00 L1590161
Volatile Organic Compounds (GC/MS) by Method 8260D
Result (dry)
Qualifier RDL (dry)
Analyte
mg/kg
mg/kg
1,1-Dichloroethene
ND
0,00323
cis-1,2-Dichloroethene
ND
0.00323
trans-1,2-Dichloroethene
ND
0.00645
1,2-Dichloropropane
ND
0.00645
1,1-Dichloropropene
ND
0.00323
1,3-Dichloropropane
ND
0.00645
cis-1,3-Dichloropropene
ND
0.00323
trans-1,3-Dichloropropene
ND
0.00645
2,2-Dichloropropane
ND
0.00323
Di -isopropyl ether
ND
0.00129
Ethylbenzene
ND
0.00323
Hexachloro-1,3-butadiene
ND
0.0323
Isopropylbenzene
ND
0-00323
p-Isopropyltoluene
ND
0,00645
2-Butanone (MEK)
ND
0.129
Methylene Chloride
ND
C3 J3 J4 0.0323
4-Methyl-2-pentanone (MIBK)
ND
0.0323
Methyl tert-butyl ether
NO
0.00129
Naphthalene
ND
0.0161
n-Propylbenzene
ND
0.00645
Styrene
ND
0.0161
1,1,1,2-Tetrachloroethane
ND
0.00323
1,1,2,2-Tetrachloroethane
ND
0.00323
1,1,2-Trichlorotrifluoroethane
ND
0.00323
Tetrachloroethene
ND
0,00323
Toluene
ND
U0645
1,2,3-Trichlorobenzene
ND
0.0161
1,2,4-Trichlorobenzene
ND
0.0161
1,1,1-Trichloroethane
ND
0.00323
1,1,2-Trichloroethane
ND
0.00323
Trichloroethene
ND
0.00129
Trichlorofluoromethane
ND
0.00323
1,2,3-Trichloropropane
ND
0.0161
1,2,4-Trimethyl benzene
ND
0.00645
1,2,3-Trimethylbenzene
ND
0.00645
1,3,5-Trimethylbenzene
ND
0,00645
Vinyl chloride
ND
0.00323
Xylenes, Total
NO
0.00839
(S) Toluene-d8
96.7
75.0-131
(S) Toluene-d8
105
75.0-131
(S)4-Bromotluorobenzene
93.4
67.D-138
(S) 4-Bromofluorobenzene
102
670-138
(S) 1,2-Dichloroethone-d4
88.7
70.0-130
(S)1,2-Dichloroethone-d4
99.3
70.0-130
Dilution Analysis
date / time
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
03101/202319:36
03/01/202319:36
03/011202319:36
03/01/202319:36
03/01/202319:36
03/01/202319:36
03/01/202319:36
03/01/202319:36
0310112023 19:36
03101/202319:36
0310112023 19:36
03/01/202319:36
03/01/202319:36
03/01/202319:36
03/01/202319:36
03/01/202319.36
03/011202319:36
03/01/202319:36
03/01/202319:36
03/01/202319:36
03/01/202319:36
03101/202319:36
03/01/202319:36
03/01/202319:36
03/01/202319:36
03/01/202319:36
03/01/202319:36
03/01/202319:36
03/01/202319:36
03/01/202319:36
03/01/202319:36
03/01/202319:36
03101/202319:36
03/03/2023 02:08
03/01/202319:36
03/01/202319:36
03/01/202319:36
03/03/2023 02:08
031011202319:36
0310312023 02:08
0310V202319:36
0310312023 02:08
0310112023 19:36
0310312023 02:08
Semi -Volatile Organic Compounds (GC) by Method NWTPHDX-NO SGT
Batch
WG2015173
WG2015173
WG2015173
WG2015173
WG2015173
WG2015173
WG2015173
WG2015173
W62015173
WG2015173
WG2015173
WG2015173
WG2015173
WG2015173
WG2015173
WG2015173
WG2015173
WG2015173
WG2015173
WG2015173
WG2015173
WG2015173
WG2015173
WG2015173
WG2015173
WG2015173
WG2015173
WG2015173
WG2015173
WG2015173
WG2015173
WG2015173
WG2015173
WG2015948
WG2015173
WG2015173
WG2015173
WG2015948
WG2015173
WG2015948
WG2015173
WG2015948
WG2015173
WG2015948
Result (dry)
Qualifier ADL (dry)
0%17Rion Analysis Batch
Analyte
mg/kg
mg/kg
date 1 time
Diesel Range Organics (DRO)
6,08
4,55
1 03105/20231030 WG2016237
Residual Range Organics (RRO)
15.3
11.4
1 03*51202310:30 WG2016237
(S) o-Terphenyl
49.5
18.0-148
aRV51202310:30 WG2016237
MMom�.�..� QCCQUE PROJECT: SDG: DATEMME: 1 PAGE:
'�6�dEs e - al 3 0598-015-01 L1590161 03/07/23 15:43 1 - 8 / 15 of 46
B-3-S_0.5-1.5 SAMPLE RESULTS - 06
Collected date/time: 02124/23 12:00 L1590161
Semi Volatile Organic Compounds (GC/MS) by Method 8270E-SIM
Result (dry)
Qualifier RDL (dry)
Dilution
Analysis
Batch
Analyte
mg/kg
mg/kg
date / time
Anthracene
ND
0.00682
1
03/05/2023 04:19
WG2016252
Acenaphthene
ND
0.00682
1
03/0512023 04:19
WG2016252
Acenaphthylene
ND
0.00682
1
03/05/2023 04:19
WG2016252
Benzo(a)anthracene
ND
0.00682
1
03/0512023 04:19
WG2016252
Benzo(a)pyrene
ND
0.00682
1
03/05/2023 04:19
WG2016252
Benzo(b)fluoranthene
ND
0.00682
1
03/05/2023 04:19
WG2016252
Benzo(g,h,i)perylene
ND
0:00682
1
03/05/2023 04:19
WG2016252
Benzo(k)fluoranthene
ND
0.00682
.1
03105/2023 04:19
WG2016252
Chrysene
ND
0.00682
1
03/05/2023 04:19
WG2016252
Dibenz(a,h)anthracene
ND
0.00682
1
03/05/2023 04:19
WG2016252
Fluoranthene
ND
0.00682
1
03/05/2023 04:19
WG2016252
Fluorene
ND
0.00682
1
03/05/2023 04,19
WG2016252
Indeno(1,2,3-cd)pyrene
ND
0.00682
1
03/05/2023 04:19
WG2016252
Naphthalene
ND
0.0227
1
03/05/2023 04:19
WG2016252
Phenanthrene
ND
0.00682
1
03/05/2023 04:19
WG2016252
Pyrene
ND
0.00682
1
03/05/2023 04:19
WG2016252
1-Methylnaphthalene
ND
0.0227
1
03/05/2023 04:19
WG2016252
2-Methylnaphthalene
ND
0.0227
1
03/05/2023 04:19
WG2016252
2-Chloronaphthalene
ND
0.0227
1
03/05/2023 04:19
WG2016252
(S) p-Ferphenyl-dM
57.6
23.0-120
0310512023 04:19
WG2016252
(S) Nitrobenzene-d5
68.3
14.0-149
0310512023 04.19
WG2016252
(S) 2-Fluorobiphenyl
59.8
34.0-125
0310512023 04:19
WG2016252
MMaom.r. g4hhCC U T: ��((���� PROJECT: SDG: DATEMME: PAGE:
"i fi2e Idfro,-UF!3 0598-015-01 L1590161 03/07/2315:43 88 16 oi46
m
E
oA �R o
v
4=
O_
0
D o]
m ZR O
C
O
in
rn rn
O 3e mr
O
w
W
O
m
Co a
m a, 'o
m � �
m
Q ;
March 21,
N
m
N O
J O
C
0
O
r E
o Q
N_ o
M N Selo
N
N
0
O
N
O
w
Co
O
O N
Co
M
m ai o
U O 0
J Q � H
ui q
m
ry
H O
U O
w p
O
O
m Lo
O)
d o
1-89
ELEMENEEM
J
O
- O
m -2-, rV
M O O
Q
O
n _
N o
1 A L -
YrF/
c T CL
O �
N T -
0
� o
O
3� m
N
J
E
J
Q
O
O
O
O
vlm
m
� o M
m
N � 3e a0i
m
N
N
O
m v
o Q' M
V V
o0i
m
m �
of a
� 0
r2 N
N
O —
Cl
i
a
O
0
a 2
1-90
ID
w v
Q 0
m ao
r o
U
w b
m
O ao
i
a o
O
F,n
7 E El P-1 H F71 El .
J O
O O
V
m QI O
2 E o
J
O
m o 0
2 E o
Gl
w
O
Co
J
�
O � m
a
M �
�
N_ —
N
O
M
=
M
^
1..' 1 I �=
m
r T
o
1!
LD
O
9
T
N
O
Co _
r n
U
5
_ 7
U
a`�
March 21, 20
u
J o �
I
= I
o
N o
o
� Elo
cD E
m m O
O Y o
o. of Lq
M in E o
N
O
m
0
N
LnLo
O
O
m
M
U a`
J Q �
0
a
¢ -= v
LO 1
tD c
O 'rn
M o` Ez
1-91
F O
U u1
I Q
0 m
M O
a o
EEEEIDNZED
a
O O p O O O O
m O O p O O O O
J
o m G M O N CD O
3 O O O O O O
Co
m
M N
N m —
m
M
N
O
0
[O O 75 i�if
O
W N O p O O
v O O
�] m v c E o >
March 21, 2023
v
w
O I
U
J
o 0 0 0 0 0 0
J
O O O O O O O
W m ID C�l W W
U
v
d'
N
J o O O O O O O
d
J Lf1 66 yi
l.f) lA Lfl LrC1 L.[)
C
E
� Q
nN.j Y — o 0 0 0 0 0 0
a 0 0
m N
(V
O
M
0
N
N v
O
Nco
d p O a
m N_ O O O
o o ff ? E
a u E o o
N .= o N >
U
J. Q Q m U U N in
E
J
a- � O O O O O O O
ai
a:
O M M
2R m o o m o o
m
N
O
m i
O N
N oo rn rn
O
N
O
rn ,.
m
m
er
Q 0 _ M w D] N Lq w
N
O
r
m J
m
N
w tc)
m Y
o
N —
O c I
N -
'o
— D D o in o 0 0
cmo O OOt Z Z Z Z Z Z Z
m
a
E
Q
O _ o O O O O O O
0 0 0 0
m
m
O
m
0
O v > v
N
0 O p vn > in >
N O p p O
Oi o o E f
J v E 2
N E E o
1-92
H O
U
W
Q m
(L 0)a o
d'
O
--EEMENEED
I
I
I
m o
m Ol p O— OO O O l- LCD O
2 E: N L6 N N O
m Ol O N O O
M E l o 0 0 6 0 0 0
all i
c
V �
N �
N 2 E>>> m O m
N
N
O
M
O
r
O
O
OD
Co
E
> E
d'
u
�7 m
a
al t
Q
Q m U
U In in
March 21, 2023
v
w
0
u
'E o 0 0 0 0 0 0
N N N N N N N
O O O O O O O
(D o� W COO m W W W W
u
N
[r
N m o
J o M Om] O O O O m
N
E
J
O O O O O C. 0
C -,I- C.
CDO � O
NIw
d 3
L O O O O O O O
C
O
o - — m m m � -
N
N
N o O O O O M
N
0
m
0
V,
r N NO "' cD v c0 O Lrfi
m
co
m
0 �
E O O M V O W
O
N
N
N R
O
M m E o m o 1D rn
O
rn v
O
r
ED a)C
CO O
M ' Ol O ^ O O
d' O E N Z Oi Z Z
E
2 C
O
O E
m Q
N s o
N G m O O CD O CD�
N E O o 0 0 0 o N
N
N
O
O
0
W
N
O
E
Ln
?
E
J
Cl
5
i-' E E '
'N E E
N
_ 2
E
C
Q
O
Q m U U
vl in
1-93
Of
O
LLJ
N
lD
EDEEIENEEE
O
Co
a
w
O
J
v a
Ln
N
o = p
N
,J
0
M
l`
O
ai
N
Cu
N
a a o
O H O L.
WZ
^,
21
a` (� o o J
0
U
J
J
O
J o m �
Cd
za
O S
(n LO
J
o
U N
w EO
b
O 0,
it 0,
a No
0
c
m
z a°
U
U C
O
(7
March 21, 2023
1-94
EDEEIENEDO
v
0
a
0 rZ U
O U
1 m
tn
vW
w
O
J
m d
o41
0
m
M m
6
E
m
N
0
o
E j
m !)
M
O
�
N p tom_.
March 21, 2023
0
U O
1-95
LLlLO
V
0
a rm
N
o m
In Ln
J
�-:6
U t�
W
0 0)
(L 0)a o
m
0
IE
~
Z 0
a
O
Uol
a0
Q c
w
Q)
EDEMENEEM
}
Q
7
V /
J
O`
0
m
o
Z�
u-i
O J
U
H
J
Q
V
O
M O
� E N
X
O
2
�
O m
m v
a
F
m o0
2 E o
Z
a
o
t
m
�
O
Cn
i
0
m
I Y
E
LO
obi.i
C
E
E
o
O
—
N
o
o
O —
�
a,
O o
N
U
N v
-
O
OD
p
f
U
ts
March
21, 2023
1-96
LO
Q 0
d N
N
,:.: E;
U Lb
w o
O m
¢ rn
a o
H r
Z ao
7
O
U N
Q c
w
0
O
- _ _ El. F-I [Z] FTI NFTI F.c-,)
O
O �
m Y O O
m pt Lf]
2 E c� n
g
m
Ul
OI cx�
E o
w
O
N
—
m
m
o
M
E m
N
—
0
m
0
o
-
m
N
N
6)
O
00
z
c Q
0]
O O
m of `o
? ¢ C7 O o J
March 21, 2023
0
N
1; O
C dQ i�
u
d
D
N
oI
E
M
m
ri
c
0
E
N
d
m
o
n
�
I N
0
M
o
o
m
M
�
c
�
T
N a O
?,
oo
�
n
t
o a
U
O
c
'^ m ` d
J
a
(Do a
1-97
IL W
Q O
Ln
d N
C7 0
o m
In In
J
r-: E;
V W
W
Q 00
a. 0)a o
O
v
U'
P-1 El FTI EF51 El
M
Y I
r
O
N
o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0
o CD0 0 0 M M 0 �n M 0 0 �n 0 0 o O m in �n �n �n 0 O in 0 in O u� o 0 m
N - N
s m N O N CDN N N N O CD CD O O CDN O CDN CD O CD O CD O O CD O O O O O O O O CD CD
CDN O
m pI O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O CDO O O
E o 0 0 o O o 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 C. O o 0 0 0 0 o O o 0 0 0 0 0 o O o 0
I� O — O N u') O o0 O u'Y CCD CCD m tD 7 T s.— O n it]
p Ol l0 V m r N O7 W N cp M W Q Ol (O r V CO V t�0 l0 n O m 1� M 7 n O R
w M CCCLt! N CCO O O M O O O O O O O O O O O O O O cD O
M O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O
m of O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O 99 O O. O O O O CC
M E o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 0 o O o 0 0 0 0 0 0
c
0
O
m
m
v
o C s
m o
M E > > > > > > > > > > > > > > > > > > > > > > > > > 0 > > >
M
N
m c 2 c c a v
O`
O
Jn pnOC pInVLQU'3 LC
NO
O N 0 0 p
L Eo000
O O Q! LcT
SMo
L O O o OxN]
T
7 Q OOOOEO u O O
V CNNO O O O O V U V
�O o pO a oE E E E. � o 0 0 �m O O Co d O O U U _ LU UU CD p nO
CP
w =
March 21, 2023 1 - 98
w W
Q o
a N
�o
a�
J
�-:6
U Lf)
w o
O o
rn
a o
77mo7P)
EZED
0
O
ID
m
a
0
t
Cu
T
N
U
N
J O p O O O O O O O O p O O O O Cb
O O O O p LO O in Ln LO Ln M O �y-� Ln LO LO p Ln O O m
ix in Y CD W Ln N N N N Lfl N N N LP U7 N
O 00 N N O N O N O O O O O N N O O O O N O O O O O O
m Ot O O O O O O O O O O O O O O O O O O O O O O
E o 0 0 0 0 0 o O O o 0 0 0 0 0 0 0 o O o 0 o Ci c0
0 o rn m Ln m
J L!) V e0 LL� W LP N V d1 LA O m O N 6l 00 N N O
p 111 Lf1 LO N m 00 C) N C) a CO m M V C) Ln CD CO tD 8 O t0
O N O C) O O O O O O 1D C O O O O N
O LO O O O O O O O O O O O O O O O O O GC
O O
m pt SC
O O O O O O O O O O O O O O O O O O DC O
M E o 0 0 0 0 0 0 0 0 o CD o 0 0 0 0 0 0 0 0 0 0 0
d
ml
O
m
v a
p m '8
V m o cp O
m
N N
C d
m a a
L L O N N N L (O N N O
�LO O U`dD w DOD_-�N
O
ro O O O O O L O O d N Q1 O
ail o� t °' L >. v `-' =" u u o o u E E u O m
O_ O C N N H Ft - !H ` O O H H R
O N `! M V N m M LO
March 21, 2023
0
� o M N O O O O CD
0 °O tD V m O r O
m Eo
6 LIJ W
M m M
J
U O O O O O O O
o C3 n r u0'l
m O t0 N O1 �! r
v
J E O O O O O O O
d
E O O O O O 6 o
C
0
� Y N N LfJ Lfl LA LA LA
'Q of c0 c0
Ln E o 0 0 0 0 0 0
t
I v
2 C
C
N L
C � v
E
o 0 E E E E
¢¢¢ O O O O
m m m m m
1-99
ui v
a- o
a N
3
(7 0
tn Ln
tn Ln
J
O
U N
w p
O ao
Q- m
a o
O
a
C
m
~ o
Z a
D
o b
Uol
C
w
(D
E
J
0
m o 0 CD CD O CD CD CD O O CD O CD O O O O O O CD CD O O O O CD O CD CD O O O ID O IDN O CD CD CD cm)
W
O
W
N Q w M O O
r V W 0. . O O OC�l OM C m N
M M CO Lf] N
d
61 M
O V
O N
r-1 (l tf lq O Lq !r-, Q OJ
O O LJ'1 Q V m L M Q O O
O m O O O N V 6l V CO
m
W (V ID In r
co
Ul
ry
Q
O
C
�
J
r
V /
�
0 0
o
.J
O r W
W r Q m
ap Q Q O pp N Q Lfl (D r
ll� ll� r r lD O
MO
r M O m m N O (O
O
O
N M
Z)
O O Oz O
tD tD M O
M O (
(p in
cD w Qp
mO
r r m t0 lfl 1p lfl r
UJ
=
r r r Q r tD tD
r I� r r e0 r r in r
J
N
N CD
O
O N
O
O N Q
Q N N D
O O O O O
N N Q Q N pp N O
NcD O
Q N N
Q r W
O O O O 01 O
Q
J
o cO
OD m a0
OD O6 O
N D7 6] Q�
61 6] O] Ql Ql Ql O)
D/'')(
V
u
d
..
0:
N
�-%
�p
Q N
W l0
m O
Q lD
N N r t0 Q O c0 Q ^
O O O O O O O
Q l0 N Q O
O M N 00 O r O CDO
O W Q
O O O
N O N
M M m O r O Q
O
o O
O O O
O
cV
O O M
M
_
N
O
to
M
N p
a0
LIl Q ry
�Il O
l0 r W t0 r N W CD
Q Q) r pp M LL] Q Ln
cD O t00 M Q1 m
N
oO
�t
W
—
T,
J
m
E O
O C1 0
0 0 c) O
cD O O O O O cD O O O O O O
O O O O O O O O O cD O
O O O O O O C) O
U
p
o
W
L
N
>.
a
p d
C
m M
O r tD
Q) O N
r Q lD N tD N W N M (O W N
�!] D7 r pp N Q M r O N
N
O] r O
n N
N -
Ol �
N
N
N N �
O
J
E O
O O O
O O O O
cDO O O O O O O O O O O O
O O O O O O O O O O O
O O O O O O O O
❑
U
_
—
u c
�
J O
a
N
Lq IQ 6 6
o
0 0 0
6 06 6
0 06 6 6 6 6 06 0 0 06
0 06 06 0-2 6 6 6 6
6 0 0 0 0 0 0 0
0
a
E
—
M
N
]C
M 0
o
a
mo
aLr)
a
L
v L a
L
c
=�
a
L
Ql
`o c c c
C
L °J c o-
C
f0
C C o
E
C N H N E c C C
v U
4l O d N
o n 0 o L
C Y c
j "'
iD
v
L
a,
v v t c c o (a w
o 0 o M
E
a> _o ? a�
O O
61
Q
N
0
O
o U O L V O
N
O U
N32
cc)O
N
O c
L `O
O O N O O O_ O O O_
N O
a d O
o O`
O O
T N C v
`)
h
N
°
T T
d a
O O O O O L O O
E
O t O C t
C v L T
LJ
� o
m m
o O o-
0 `o o u o
r o a X
�_
o o ° L o
-2
O O O O
O L ❑ 0 U C1
U U N N
C _ L
O O m N N n
O
J
C m
U
L
U U u
L N_ M Q N_
y N m N O W S
V U .-.
a N Q Z C
March 21, 2023
1 - 100
ui �
Q o
a m
O
U u7
w o
O 00
rn
a o
F71 M El El F.-,-)]
r
a
M E
V
LO
r rn
M
N v
E
mn
a O O O O O O O O O O O O O O O O
O_ o N N N N - N N N - N N N N N N N
p m oo v Ln Ln oo N m r � u� Ln N Ln
Q: N Uf M M V W p r LP N a1 LD In V
N
Q
p
U
Ul
3I
U
J
'E r rn m� m rn r <D M LD N rn v r� oa o
O O O O' O O O O O O O p O O O O O o 6
� o r r cD cD r r Ln cD c0 r r iD cD r r cD n �
N
oo m Ln m co m M'5; m O m N v O
Jr N W O (D fV O o0 N O O N "Zm") N
o m rn rn m rn � m rn m m � rn
d
Gl
E o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
_ I
7S
d
m m LD m m N m L1') (D O N r N m Lfl
to - CDN
J E O O O O O O O O O O O O O O O O
c
0
E
vm Ln Ln u'� Ln to Ln Lr) Ln Ln u'� Ln Ln u'� Ln Ln Ln
Y 01 N N ` -- N N N
n E o 0 0 0 0 CDC)
0 0 0 0 0 0 0 0 0
v v
� a
v
[=p 0N Q� c N C C QC1 CO
�
O O O L L O O N N O
o Z w � v E n a c o
—O L _O _O N O O` O_ T T d N O ,C
ro O O O O L O O N Qi O U
ai a� u c `= 2o _ u L L o o u E E o m O
� � ? L H H H
M =
a v
rch 21, 2023
w W
Q o
L N
E
J
p
D- O O r o0 CO of O O Q1 O) r O
m
m � co M cq
v
m rn
m
ui v
a LSD
a: m m .= N O r O rn cD
ni O .--
m
N_
w
O
Q r
O O
O
p
N
E O O O m M LD
M O O
cD Ln N t9 <D
O O o O O O
o O O
O O O o O
VI LO
J
_
O
m m M M M M M m M M m M M M
O o 0 0 0 0 0 0 0 0 0 0 0 0
ai
D:
p O N of N W O [V M (D W O m
N L!J N V O N Ol' O N N N O m
ry � o V V �l'1 r t0 L.[1 N LD r r Lfl tD ID
N
M
N_
O a'
M r N O O Ln r M 7 01 r
O Di Lri ao co co v ri vi Lo v rn
� o a iD Ln cn co Ln M Ln cD m Ln m tD
LO
m
DO a
M r rn N o m rmi o0o N m o0
to Z' M M O O O O O O O O O
[l a O O O O O O O O O O O (3 O O
U)
M_
moO4o m m m
M O O a0 c) a0 cn W q O m W 9 W N
N N mLn CSq O O O O O
O O O O O O O O O O O O O O
0
LO
O
d
io
� c
Colo) Z Z Z Z Z Z Z Z Z Z Z Z Z Z
Ir
c
O
E
Q
Gl W OO CD (D lD t0 (D l0 lD tD (D lD cD (D
na of Q v v Q v v
co
E O o 0 0 0 0 0 0 0 0 0 0 0 0
M
N_
O
M
O � c
N � L
O a a a
o E
cb
0
m v C = E La'Ji a s v L
J o E E E E m m a o `o 0
O O O O O m N —— L
Q Q Q m m m m m c U U U U
1-101
O
V v
w p
O Do
m
a o
F El F-71 M F51 El Fo, I
0
O
N
W
r
a,
In
U
O
0
0
a
E
M 0
1A C
Y I� 01
OO
y
p
a r` m rn rn V Ln m m m m m m r0 m m m m m m o o m O m O o r� u-I Ln cD m o rn u� cD m m
M M M M M M M M M M M M M M M M M V M V V M M M M M V M M M M M
p ^ M n Q7 m Lq 1� V Lf] m M O «] I� lfl O V n LD LA O OO !� V L0 m O M O N m M
r W cO N LI'1 Q) N O m cD a1 m 0) N N M M O m Lq Iq O N m N L(J Lq r N O O
D_ N N M V Ol Lf] O'' O cD N M N N LA cD O tD O m M O m LI'1 m N O
NIw
m O m m O O M O O O O m O O C)CDcD cD
J Lam-) cD V V l.C') V c0 cD LO cD tD V cD lD m tD V cD
V O O O O O O O O O O O O . O O O O O O O O O O O O O O O O O O' O O O O O O O O
O O O O O O O O O O O O O O O O O O O O O O OO O O O O O O O O O O OO O O O O O
d o°
O
C` M M M M M CI M M M M M M M M M M M CI M CI M M
C! 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
d
m m V V l0 LO N N N cD cD V V V M V m V m N M M M n N m V cD N N c✓I O r
m W V m m M O O O m m N m c m
N o L0 LA (D tD L0 cD tD 1� tD M M L0 lf] V L0 V tD V cD Ltl O n LP r O O LA cD cD cD M l0 V cD lD V Lfi Lf]
M
N
N
O a�
m �
O N
LO
N a1
M �
N �
m
o
m O�
C
0
E
a
L11 L1] Q? LQ � N O Lq -- M N O w cFl n O T � m 01 " LD 1,� Lq M � �q O t LO O M LD ( I V [h
ID M cD cMD M - N V M cVD cMD C) V W M C) w V L^C'1 tV0 cVD m LVn ccDD
L0 N (D M O n V O O m- L O m m N cp LD cD m ^ N �m N O w- m m
L0 0� a7 N m I� N cD cD M M O O N m O O m � -;I-N Ln 'ITm LC1 V m CDV N c CDC,N lD
O m m cD O m O T m O m to O m T O m
0 V, O O O o 0 0 0 0 0
6 0 6 0 o Ci o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
M m cD cD M - r O C)V V - M - M M V m O O m cD Ln O cD m
M CD L V L0 cD cD Ql N !� m c V O L0 V O V O O m CI — M O m ifl N M V I� O - D7 m M N Q� M -
m O M T m m O 0 O M cD m m I� m 1� O (D O m d7 m O m m m m m O CD m O m I� O O
O O O O O O C, O O O O O O O O O CD CD O O O O O N O Ln O O O O O O O O O
o O O O O O O O O O o O O O O O O O O O O O O O O O O O O O O O O O O O CD O O
N
� Lfl
M O
p p p n m m p p m n m m m p m m p m m m m p m m m m m m m p m m m m m m p
Z Z Z Z Z Z Z Z z Z Z Z Z Z Z Z Z Z Z z Z Z Z Z Z Z Z Z Z z Z o O Z Z Z Z Z Z
a+ s m cD lD cD cD cD ID cD o cD cD in cD LD cn m cD Lo cD w cD m cD co cD o cn m cn m cD cD aL�
EL, Z, v v v v v a't� c Q c Q ^ v ^ v Q Q Q
mE o 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 cD 0 0 cD ID 0 0 cD 0 0 0 0 0 0 0 0 0 0 0 0 0 0
v
Y 6!
� m
on
n !O N C n C E-:y L O
O C C C N O N O L N C c p d ICO N N a ON 00 p O N
L N i.0i N N E c c O N _O n 1] c Y 2 v c C
C N U L C C c C O [O L L 00 O O n O O o 2M N j W O C >• O L L
rp M L S) L SJ O= v N O U n `n n O On O C C O � U n O v L O` o
E v o o E E E o o `o -o o`o o `oo 'L-' o 0 0`0 0 = O o o a o c a�i °—°' o
E o o o t t o u u o N u L U o r%� n L Q o a� Y Lam. �, d —
0 o o `o �� E u u `o ry u r1 0 o a t t o
T `O p p O —o p M Q L c `-' O 0 '^ p in >. X d O dl n N N _
C L U U N N N M V O N N M - N .- L N O— m N 4 d c N O
N p W S _ a N m V cL Z VI
rch �1; 20'42 U 1 - 102
n
ui v
O o
d O
m
W
r m
u7 N
Q O
0 m
0
0 O
J
F- O
U In
W o
O 00
a o
E
J
0
d O O Lf] LI') CO O Ln CD 00 !�
� 3•e
W rl�D_ OO c) N C? � l[) m
O N O M N 1�
w
O
v
w
O
Ul
ry
Q
C E m o
[2 lA') t0 Ln [D t0 f2
2 u o 0 0 0 0 0 0 0 0 o d d d
� � o 0 0 0 0 0 0
'�
V / O
M M M M M M M M M M
J O O O O O O O O O O O
O _ O - .-
O -I
N N
I..f_ O
� V
ZO �
O m T o r co rn M rn M r� m N u)
N (D
1� O lti O) N Cl (D fV OO O R
U = m
N
M
N
O a"
m o 0 0 N m rn rn m m1*1
QO V OO P (V V O) ^ N(16
oo
�_ t0
w
y m
M a0 O �p M m
O uc? O ^-1 d1 c0
d' O 00 1� OO of Ol c)
• In Z O � O C) O O O
0 0 0 c) 0 0 0 0 0
O
N N 1� Im cl o lQw (o l')i O
m d' O) O 1- 00 m O
N N O O O O O IDO O
O O O O O O O O O O
O O
o
L Q
0
Ln
T Lo C N p
L , Lo�` m O O m m O O c O
N `1 � p z :E z z z z z o o z
af
s oo
E
y Y Lo (o w (o to tD l0 (o to w
O y) O O O O O O O O O O
o m r)
Mo o =$
N
N OCJ N G/ d m N O .�,.
Lo c �1� N N C C L d C C QJ
c6 a t t v E n .n d a c o
O O O O_ C O t �' v N O t
N O L2 -2 L O L L N N Ql O Q
Lo �, �, o o � E E o m
Y - .- u N
> C N N N M
7
March 21, 2023
1-103
ui w
3
m
to uD
J
U N
w p
O Co
it m
a o
O
a
c
m
H r
Z a°
O
U a`)
Q c
C
0
Q9
0 0 0 0 00 0
0 0 o n
0 0 0 0 0 0 0
m Et O O O O a E ^ O O O O N 01� O n
m O w
❑ O n Lo O
Y O O O O
m rn o 0 0 0
E o 0 0 0
m
M
E. m > > > rn rn
N
N
O
c a
aD
U
N d
C C C Q1 p
M
N N N O L
m
Co
a a o
LoCo
L L L r t
G E U
0
E E
mE
. o m
a'
N
C N M >
March 21, 2023
wLO
a
0
a
m
m
m
~
N
O
Q
o
❑
m
a o 0 0 0 0
0
0 M V
O_ O N 0 p
N
T
O
O
N
U
J
�
❑
m
W
U,
m
O
J
E �
J
j O O O O O O O
J
a
❑
N M O N M
F
o
u
O O
J o 0 o O O O
U
�
9
O
s
O
m
as
0)
m0
0
_
U
O
O
N
M
N
N �
fY7 N Ot m M
O E o 0 0 0
m
Cq
00
J
y
•
m O O to
J E O O O O
i
�
v)
4
O
O
E
c
m
_
(O Q
F
00
E o 0 0 0
N
Q
�
N
O 2 v
°c
_
_
M a
N
w
•�
N
O v Cu v c c
O
v
�
C C
v C O
N N
(D
O
m 0
CD L L O =
E
WE
m c
ai w w a, o p
M E E E N o m
n
J
v C N N m>
Q X
1-104
El ❑ E FTID m FT-51 E 0
0
O
CN
00
V
O
L
N
T
N
U
0
c
0
a
E
Cr V
U
LO c
m
r �
OO
N Cu
J O
CD O c, O p CD O O CD CDO CD CD O CD CD p O p O O CD O CD CD O O O O CD CD p c' CD O c,O
p O V O O p p CD O CDO O O O O c,O O O O O c) O O c) O O O O O O O O p O O O p cD
m p lfl O L[] p L.[1 LC) LO N L11 N N lil N p N (V ,IN. N N N N O
O O O O c)� O c) c) O O O O O O O O O O Co O O O O O O O O O O O O O O O O O O
J
O O O N O N m N �p LO N p O O O m O r O p C. (p N m O c) n N n O
m ID LO N In O M N N M N M (D In m U'1 V O m m m m N M O 1� n O m
I D V (n m m m O O CO N m LP M O N V LCi LO 1� LO M N N N tl� Ln N l� N LD f7
m m O O O O O N � O O O O O O O O O N O O O O O O O O O O O O O O O O O O O
R O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O C. O O O O
N
C
0
O
m
2
M d
a
m —
N
0
N
o � v
o_ m
m v o a a a
0 c L N t O v Q! N N
r a ai ai v N N H o E c oo fO 0 o o
ro c c d L E a� ai u 0 a n a n o 0 L
Co N N N N Ql N O C C y L Co Y L O O O O O O O
w v o a m N c N m d E ro >> "�' a� a a n m � m o u a n n u o
O� aJ L N 4! N N O L O O v O O O — O O O u O O O E >.
Co t u c a L v 0 E E E `o `o `o o a o o `o `o O o 0
E O 2 2 2 E u L L o L u L O N u u' M" n
m m o 0 0 0 0 0 0 `o 0 0 u u `o Q o
E E E E E a-2 o `o 0 0 0 E Q Q o t 'o o - o 0 0 _ c L,?
m u 0 0 0 0 o m N �' _ _ _ _
U [O t0 L L L U U N � U U t`
Q Q Q m m m m m m .0+ U U U U U U U �' '�-' N O
March 21, 2023 1 - 105
111 7
0
a m
m
w a
i
�-:E3
V N
w o
O cb
ir
a o
O
U
c
m
H 0
Z a°
O i2
U a0
Q c
OI
w
0
DEEMENEEE
i
ry
CQ
G
2
/D
V /
J
O�
o
m
ZL2
OJ
U
H
J
Q
D
d
C
a
E
U
(D u
Y
O C
� O1
00
(N a,
>
0 0 0 M o
p O O p O O O O O O O O O O O O p p O O O O O O O O O
m — 0 ) CCO 0 0 0 0 0 SRC
0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 o p Lo 6 0 0
O O N N O O O O LP N lfl N ll) LP O LP N CV N Lq N
O O O O O O O O O O O O O O O O 0 0 O O O O O O O O Cl LO
Jp I�V LO N N O co O O O O M O O V O N m
w O N N � M O - O W r m O 1� m O LP M O LP w O V LO w m I�
N O O m m O O O p N N N m N a1 m N O T V 7 N
m O Ln V O N O O L.[') CV V O O O O O O O O O O O O N O O O O
O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O
0l
w
O
m
2
w
m 0 N
a1 — v
m p p
Om
N
o m e a
4 6J N
OrLco o
m L L o N t N N N o
.�. N O N O
CmqOOEp
LO
E
co ]O
m U :ELO N OLO LVO
O Oto ` O Lu o E E L _
O O 1-7 H �O M V ClO =7O oo OV
— n L v z n >> X
LL V
a °
a m
-
:a
U Lbw o
O m
a o
O
a
m
H 0
Z a°
O
U w
Q c
c
0
(7
March 21, 2023 1 - 106
E
J
d
N O O
O O O O O O O O O O O
O O O O O O O O O O
O
O O O O O O O O O O O O
O O
N
lY o
C) N N N
N N N N N N - N N N LN
N N - N - N N N N N
-
N N N N N N N N N N N N
N
O
_
V N r
W m m m O O O O O
O
Ll') N M V O� V O m
N O O O
M
V M r O) V lD V It 1
Q O) LD r LD (D M m R
CO M
n C
o CL
W
1� m M M W
(D O Q M M L%i
V N r W
(V La) V N O N
N
oT
Lt) m O N N M V N n
V 7
W O
O O (Vc7i
N
ry
a
0
J
V/
1
J
O�
J
=
O M M
W N r p r M W W
M V V O W N V f
M D r f n f r r
ZO
U
o O O O
O O O O O O O O O O O
O O O O O O p O O O
O
O O O O O C) p O O O, O O
i M O
O
O
O
_
N
� a
Lf)
p O M
� r r
LD
I� M W V L.f) LD LO LD v
r r to Ln co r r Ln LD r r
LV Lfi m a ^ Ln m m
LD r in r Ln r r r r
r`
r�
M O CO "i Ln L1�
v r� Lo r r� r r ao r r
Ln Lo
U
_
w N
N C) O N R O W O N m
O
W LD p W O O W W l0
6 `O r LP)
M N
L-z
J
f\ [") W'
O O O 7 O O L6 p M O
LD W N 01 LO I� m r M �
W rn rn rn m
r
LT
o Lf) N Q) L7) r W Q
rn W m rn W rn rn m m m
O
rn
Q
=
o
r� W m m
W rn W Lr m
rn m W rn m
"'
u
a)
N
O W M
N M M N V m N
O V M LD W N W N m
W � M �
N
tb
l0 C W N
7 M
O � V O tT O O
W cV
O O
-
_
M U
M J �
LD W � O
CO W 6)
O O O O O O O O W � W
W tT !T O)
� O � O r O
W 61 W Q) Q) O)
6)
c,
O O O O O
m (TI 6) O Qf
66
C)
m
O
N
_
O
O p LO N Lf) m L.[) LD M
W
W
OR
V r M Ln O) Lf) u7 V M W
(T N m ll1 q LT W w T O
m
a0
W
-
T
O J Ol
(D Q)
N C 7
O Ln O N r O N O (D LC!
lP LP V V � Lfl Lf1 m� V
m(T W M T W CD r
7 V � � V V � R V �
�
n
V � 7 � V lfl V ,t T.
a
N
o
L
W
N
co
Lo
N
•
O
co
'oN —
LP N N
O O O W M M
Lf) N OO V W V LO Cq
!T M n N V M Q) 0 r W
O O m O
W W
M O
_
ar Ol
� n
O O N � � W tT
W q In(X� V O m (D W
O
L.f) n II)
lf) Ll>
J
N V lfl
Ll') ll"i In L.fl u l LA LP V V V V
l.[) LP V LP V V ll') V R V
V
Ln V V V Q ll! Ll') V LS') lfl Ln In
U
J
U C
d o
—
E
Q
a
-
m y
o 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0
0 0 0 0 0 0 0 0 0 0 o p
O
o 0
O O
C
O
0 0 O O O O O
O O O O O O O O O O
O
O O O O O O O O O O O
Ln lfl 111 lfl LP Ll'I Ln Ln
LA L.ff
M N
N N LI"1 lf]
Ll') L.C] LP L[) L!') L.f) LP lf) Lf) Lf) LP
lf) LJ') LP LI] LA Ln LI) lIl l.[ 1 LP
l.[l
Ln LP LP l.l')
o
N
a
E
—
fV
c
_
c
UM
o
aci a, v
ci
(D
a
o
L /1 C
Y
•�
^
p
C L '�O L
L
m
cc)
U
O
O L
W
t0
N E N N N a L N p
E c
4J C C L L C
a) L`? a� o
a
O L L L O O O p O O
n n o
o
O O
-
O O t a c c= aci E
O
Lv ...
C O O O O O
O
d u a
- O O -
>.
N N
m1
O C
-
N O O N O
p N L �J v L
L Ep N O EO EO EO O
O O L O
O O O O O
O N
T--
u y
o>> co co
t
0 `o o E u
t
pU-
o o
L'
L `O
n
c
5`
o o
o o o 0 0
O0
`o `o - a u
o o 0
u
o
o u u N
w o o
E
O
E E E E �' a� o o
o `o o` L o 2
U L
0 c
L o p o N Y
U
CV
o
U C
U O
O O O O m Lp L L
L L U N N N M
V
N _ Lo N M
u
M U tm
N O
%
J Q
Q Q m m
vUOi
m m m m C U U U U
U U U - O
-
March 21, 2023
1 - 107
w
a °
a m
O
U Lo
W O
I
O Ib
a rn
a o
O
a
m
EEEDDNFT-51EE
t/1 C
OO
N v
�>
E
CL a
o CD O O CD CD CD CDN O CD CD O CD CD CD O CD CD CD O O O O O CD CD CD O O CD CD O
— 10 O
M - 131 m M ry I.CS M N V ID tD O0 lt� W O r O0 r to a lfl
of LO O Lq O r? V " p N O V N 61 M p r O tD o0 N 00 to m
d' o LCJ M1 M m N N N LA O O N N Ql lA'S Q CO O tV r- ['7 (•
cn'
N
tr
C3
U
U
J
E O O r r r m O m m N O (D r 6] O LO M r to M Lo ry M to Q r O V r oo O
M to N � M M N N N N M m N (2 M N N N N N N N 40 ` N ^ M
U d' o O O O O O O O O O O O O ' O O O O O O O pOtD Or Or Or VO 6
t0 rO O O O
CD O O
a) i O W 6 tO 00 pO L] Oi N O o6 L6 • 1� V m M M LNry N
M1 D O Dmo OO <D n
to O N W O tD V [V V W o V (q O O M N N t0 fV CD tD o0 tD t0 O N O
In U t9 N to O ILJ I� p D IM
W t0 Clll') I� LI1 p r M p L(1 O t�l of O W wi tD O W tD O O O
J o 6l O O 61 Ol 00 T Ol W D1 m Q1 Ol O) 00 Ol O w lT Q1 m Ol r W Ql
u
N
N C V O O tD m 00 O 00 N 00 00 r V R N O L1� N (D V CD V O N M
M J p m W p T O p p N V w t0 O Oi V p tD V N V p tD p o0 tLl LO of O O O O O q1
m d'Q Q1 O 6] Ol O O W m m Ol of O m m m Ol m a7 O O O O]
Co
O
M � I
N H
at
N K
O
W V O 00 M tD tD m ll'1 M1 tD N M1 Lll O Lf1 tD tD M LO O m Q1 M Q� V
O U W t0 �vj LLl �' oo O W N LP N W r M W w O M1 O O m m W LA 00 r LO W m V
J O V V N N LO N V N V R V V LC] C LA R V V V R V V V V V
N
ri
W
oo
L O
m N
oo _
tD m 00 O M (O l0 V N M Qf r N N M tD o0 M N lf] N M Q�
J lT �' O �' C0 O Cl (O N 0) 00 7 0 M � N N lD M1 N O0 T W r cl ^ LA
LA R N LA N V Lf] N Lf1 N V V V Q LA V V LA V V Q R LA V Lf1 V V V V N V
v)
U
� o I
E
a
66 Y — O O O O O O O O O O O o O O O O O O O O O O O O O O O O o O O p
p .n o o ,r o 0 0 0 0 0 0 0 0 0 0 O
M N LA LCI N Ln N LC1 Ln N Ln N Ln LA LA L.() L(1 In L.f1 LO L[] Lf] Lf) In LA In L[ I LA LA LA LA N Lf]
N
N Y v
m v a
L c 1. c v to o
C L L O N N v N L w N d O
o a o o
O N �1 o
oc) D v w .o fO >, c o �_ a L t E n c o
N N C O ~ O L V O `: O O O N O O L L L O1 N A N O i
00 N O (U N C d d E O O L L O 0J N O io a = O
Y c o �c c L — o c a> >. �' L �, v u L !-' u = u o _o = E E E u
T D V X X E d .�. L L L O C N N ~ fO Q! ~ ~ H O O H H H H IO C R
to 6 L K N tL O O. O v L D_ _ N N O M ry U m V M LO C C tL
U C d 2 2 !2 N
X
March 21, 2023 1 - 108
t4
11 f
r
Z a0
O
U tv
a
w
7-71
EaU E® Z .xJ' mU7
ry
CQ
CG
G
'D
V /
l0
J
09,
fl� No
z o
O°
UJ
J
Q
D
C7
C3 ~
U1
J �O
O
O ^V
O
Z
O O
M
m o 0 o N
E li
X
O
2
a
J
Z
V
m m' M M
O
L
E ri
N
a
_
L
�
3
p
U
m
C7
�
G
J
O
o
O
m E >
U
M
`
N
p
(Y) O
rn
rm
N O
—
O
_ E
U)
ova
N o
rn
o m n
-
v
m
16
O)
m
?
C
r o o
March
21, 2023
c
0
U
E v
U O O
M
0
u E �
0
E
L!1
r Y O
p
M n E n
N
N
O p
m �
O
N .-
LO m
O
� I N
O0 n
m v
a ° �-
� O
U ° v
d a o
E
J
O
Cl m
w
O
v
w
O
� v
� V
N V
2 E E M
V
N
Co
o
M
N
all
Ln o m N
O N o Cd
O
M �
V N
Lo
V
OM C
m
O Elz
O
O
1-109
W �
QO
a m
3
l7 E
V) Lo
J
H E
U Lb
w E
O m
it rn
a o
J
N
!_I
— O O O
u,
^2
�N N
al l+ry'1
J
0
�
�
c
m
1
J
O
Co
J
3
d
N �
N m
M
"•
N
O
O
�
M
�
_
M
m O
0
Co
0
v
rn00
n
M
m
y p
m a '-
�
March 21, 2023
J � ^
j O O
o u L
N
L[7 V)
O r o m n
N
N
M �-
N �
(D N
O
m o
O U
M J
O
O
� S�
Co 1
_ o
1 J
N _
J
O
E
v a
O p
M �
O �
N
1 - 110
ui
N
N
Q O
0 m
0
-
:S
U
W Q
o 0)
(L 0)a 0
O
a
[--7
�51 El F-o- I
El Fl EF
J 00 La
0 CD O CD CDO O CD CDO O O O O O (p
CD O CD CDO CD O CDO O p O O O O O O O O
Ln Ln Ln Ln Ln Ln Lr> Ln Ln Ln Ln Ln Ln Ln Ln u-, Ln u-, o 0
m g O O O O O O O O O O O N O O N N N
O O OO L7 O O 0 0 O O O C7 O O O o O O O O M Q
I
J
O O O M W V N O O O O Cn N
oN
m o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
O O O O O O O O O O O O O O O O O O O O
N
w
O
m
Ln
m a"i
m ro o ri
�o 0) �
N
N
O
o �
W c N
W d ai L m a L aCi a i•
N C tp (p N !p C N L r C O
O) L t c O
00 C ... t0 C t C L t N N L C o
O N
Of t iy F�
T m O O o 0 o N c C 'L" C 0 2 N Q
� U Ca
rna t ` a
Q Q Q Q m m m m m U C3 LL Z d d N N
March 21, 2023
r'
a o 0 0 0 0 0 0 0 0 0 0
0 V N W - V W m m
O_ O LO G7 r O M
m OJ m f� W 00 00 1�
N
w
Q
U
UJ
w
3
Q
In
U
E o W O p M M m v Lfl m
V V V lfl LP
o 0 0 0 6 0 0 0 0 0 0
al I� In m O m N W V N 6]
li
J o 0 0 0 0 0 .6 o
u
Ul
N Ln
U o� cm) 2)2) p m O
O J
O
M .J
N �
N N
a_
rm in
O U o o m m o m N
W
O)
O
oo N
N N
m
Of
1D m m
O N M
J C
0
. O
p Q
O Y _ I O O O O O O O O O O O
O .n o 0 0 0 0 0 0 c) 0 0 0
m Ln N N N N N N N N N N N
N
N
O
o
0
v
co c d c a
co y a, v L O
6) d u v c t
LO N C 0 N
L v 0 C
OJ L L C T o - o L v
T u � 2
O O O O O
t c c ti ti N ti Z ai o
a
Q ¢ ¢ x m m m m m U 0 LL
Lil
D
a a)
m
0
U N
W o
O 00
a: m
a. o
EOEOEME]EE
J
0
c o 0 0 0 0 0 0 0 0
Q O N O (O M M N M
LL r LO o rn M co m r
O: of of of co r�
w
O
0
U
w
C3
N
U
(D M r r N N cO O p W (o
J m m
w O O p O O O O O p O O
aJ w V N O tD N N In
� o w u) (p t0 (O ID wt0 � It
0
o:
�n o
J
O
O
N
N N
O o:
0 o _ C, � u� � o Cn �
J Ol O Q) pl O N O Ol
N
m
OJ
O
O j
O
Go d
M
U N W O N N N
V)
J_ C
. O
O E
O Q
O Y O O O O O O O O
O .n 0 0 0 0 0 0 0 0
m A - N N N N - - N
N
O
0
v C N C V
coCo
v d a o
d L L C
N
o')
co m c a� n m ro o n
m c�i ai L c
O
a, c t c L L 2 N a
U c a m t >, y
March 21, 2023
1-112
ui c
, o
a o
3
0 E-)
J
F r
Z a°
Q c
m
w
v
U'
FD[EMENMEE
J o
O O
O
ZO
O°
Ifl
UJ
}
J
Q
/D
v
w
0
n
N
m
0
a
n
U
O
v
0
CL
O
1N1^^
YI
N o
w
o�
N °
J O O O O O O O O O O O O O O CDO O Lo
CD O O O O O CD CD CD O CD O CDO CoO CD CD
Y O 10 10 c0 cD cO cD w cD 10 w lD w CD t0 10 O CD ID
O O O O CD O CD CD O O O CD O N O C.
m of o 0 0 0. o 0 0 0 0 0 0 0 0 0 0 0 0 0 0
E o 0 0 0 0 0 o CD o o 0 0 0 0 0 0 0 0 o N
J CD lD M d1 M I� N N O
p M O O pp O M
Ol N N N N N N N N N 7 V V
CD O 0 0 O CD O CDO O O CD
CDO O CD O CD O
m p� O O O O ClO Cl Cl CD CD O O O O O O O CO
2 E o 0 0 0 0 0 06 0 0 0 o O o o CD O o O
aT)
ml
_
O
_
d m
0 � s M N Lo
O m of N °i ri
N
0
M
O v
�
v a
L t L v C .p
W C L L C d 0 d = L N N d v C C Ql O
M N t t ti Cn 3 °J L c a O 1. L:L
G� a s c c o y t L L a Z N
c c N `o 0 o a c L m c y —
m a o
-OR
March 21, 2023
v
'� (O O O O O fV N N N N
�j O O O O O O O O O c O
N O O O LD N N �[1 D1 61 n a1
u
N
00 M t0 V �O tD
O
_
m m c m m o v i2
pt o O o o O o o O o O O
E o 0 0 0 o Ci o 0 0 0 0
0
0
v a o 0 0 0 0 0 0 SD 0 o CD� s o00 000 aoo m Cs m - w m
O o O O O
m in E o 0 0 0 0 0 0 o O CD o
N I
V
0
m
O d
ED
M � u
� c ro c r`o v tc`o
W L L C L L L
'O
ro 0 0 `o 0 0
U m -� v c c c c c Z` O
J. C .N N 41 N N L
1-113
w
Q o
a �
U 0
W
0 m
a o
O
its
Z0
Z °
a
U
Q C
Ot
w
N
U'
i
O ID aN- C Lo
0 0 o p o p o 0 0 0 0
aui Oi co o r c+i o o l*i Q v
m
a
N Ln M Ln m �o
Ln o ao q .- l„I
J o OO m m m m m �2 m
an m m cD r r r r r
JE O O o 0 0 0 0 0
E o 0 0 0 0 0 0 0
0
O
Ln a o 0 0 0 0 0 0 0 0
CD O C) CD O O O C)N7 Y OO W W OO W 00
N 'd pl CDC) O O O O O O O
m In E 0 0 0 0 0 0 0 0
N
V
O
r>
In > a m e a d
ate, .n
Ql N
C,l'? C N a a? IL O
W N O L C C 0 O
O L
March 21, 2023
E
J
O 02 � N m r OO r 6) ^^ W r Lf7 of N
a-N OO r m V O W ^ M m V N m
= 6Qm r tD Ln tD r W W m C tD r N O N
wvl
E In r V m CD O r Ln N M
J C V Q
V O O O O O O O O O O O O O O O O O O O
O
j
or — — — — — — — — w — r — — — — — — —
V u
O v
O =
m v v v, Ln r Ib Lq O -;t C; ao v oo c m cD oo m LU v
m V7 V M to m CDI.fl m Ln Ln ID m m m of
N o m r m m m {� r r rn m rn m ao r ao r Ln N Ln
L
0
m
0
m o m N C9 o cD o Ln N m Lq c Ln o v N o <'I lV
o ao °r° m o`i'o i� m ono m m omo m m �g Co
Co
m
3
ul Lo m °O o m ID m rn m o m m
O^ r r r W W r� r r r w r r r r 8 r r r
{n Z• pl O O O C?O O O O O O O O O O O O O O O
r2 E O O O O O O O O O O O O O O Cl O O O O
V
O Z
O
m
N NCD
In V O1 lit N t0 m 00 tD C) n LOCI V CO N M U1 r
O r r r r r tD (D cD r (D
cn In of o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
o E o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
C?
Ln
M v
r` m
00
� C
M 'C O O O O O O O O O 0 O C. O 0 O 0 0 O O O
� c
• O
m E
N m m m m m m m m m m m m m m m m m m m
O YaC c m m m m m m m E; E; m m m m m a; 01 E; m
s of o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
cn 46 �. E o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
N
Ln
0
m
0
N
d c
v a> v? a c
C?a,
L a L
v
�,
v v a, _
N
Q, C O
a
Q o
00
In
4, L L
fl Y C (O
d •- l0 L
T O F- LL
IO
t0 01
in
m L ac a
c c c Z a
a m t
T L
1-114
lL
to
4 `o
EL
�-:E)
U u
m Q
Q W
ofm
a o
GLOSSARY OF TERMS
Guide to Reading and Understanding Your Laboratory Report
The information below is designed to better explain the various terms used in your report of analytical results from the Laboratory. This is not
intended as a comprehensive explanetlon, and If you have additional questions please contact your project representative.
Results Disclaimer - Information that may be provided by the customer, and contained within this report, include Permit Limits, Project Name,
Sample ID, Sample Matrix, Sample Preservation, Field Slanks, Field Spikes, Field Duplicates, On -Site Data, Sampling Collection Dates/Times, and
Sampling Location. Results relate to the accuracy of this information provided, and as the samples are received.
Abbreviations and Definitions
(dry)
Results are reported based on the dry weight of the sample. [this will only be present on a dry report basis for soils].
MDL
Method Detection Limit.
ND
Not detected at the Reporting Limit (or MDL where applicable).
RDL
Reported Detection Limit.
RDL (dry)
Reported Detection Limit,
Rec.
Recovery.
RPD
Relative Percent Difference.
SDG
Sample Delivery Group.
Surrogate (Surrogate Standard) - Analyses added to every blank, sample, Laboratory Control Sample/Duplicate and
(S)
Matrix Spike/Duplicate; used to evaluate analytical efficiency by measuring recovery. Surrogates are not expected to be
detected in all environmental media.
U
Not detected at the Reporting Limit (or MDL where applicable).
The name of the particular compound or analysis performed. Some Analyses and Methods will have multiple analytes
Analyte
reported.
If the sample matrix contains an interfering material, the sample preparation volume or weight values differ from the
standard, or if concentrations of analytes In the sample are higher than the highest limit of concentration that the
Dilution
laboratory can accurately report, the sample may be diluted for analysis. if a value different th an I is used in this field, the
result reported has already been corrected for this factor.
These are the target % recovery ranges or % difference value that the laboratory has historically determined as normal
Limits
for the method and analyte being reported. successful QC Sample analysis will target all analytes recovered or
duplicated within these ranges.
The non -spiked sample in the prep batch used to determine the Relative Percent Difference (RPD) from a quality control
Original Sample
sample. The Original Sample may not be included within the reported SDG.
This column provides a letter andlor number designation that corresponds to additional information conceming the result
Qualifier
reported. If a Qualifier is present, a definition per Qualifier is provided within the Glossary and Definitions page and
potentially a discussion of possible implications of the Qualifier in the Case Narrative If applicable.
The actual analytical final result (corrected for any sample specific characteristics) reported for your sample. If there was
no measurable result returned for a specific analyte, the result in this column may state "ND' (Not Detected) or 'BDL"
Result
(Below Detectable Levels). The information in the results column should always be accompanied by either an MDL
(Method Detection Limit) or RDL lReporting Detection Limit) that defines the lowest value that the laboratory could detect
or report for this analyte.
Uncertainty
(Radiochemistry)
Confidence level of 2 sigma.
A brief discussion about the included sample results. including a discussion of any non -conformances to protocol
Case Narrative (Cn)
observed either at sample receipt bythe laborato yfrom the field or during the analytical process. If present, there will
be a section in the Case Narrative to discuss the meaning of any data qualifiers used in the report.
This section of the report includes the results of the laboratory quality control analyses required by procedure or
Control
Quality Control
analytical methods to assist in evaluating the validity of the results reported for your samples. These analyses are not
Summary
being performed on your samples typically, but on laboratory generated material.
This is the document created in the field when your samples were initially collected. This is used to verify the time and
Sample Chain of
date of collection, the person collecting the samptes, and the analyses that the laboratory is requested to perform. This
Custody (Sc)
chain of custody also documents all persons (excluding commerclat shippers) that have had control or possession of the
samples from the time of collection until delivery to the laboratory for analysis.
This section of your report will provide the results of all testing performed on your samples. These results are provided
Sample Results (Sr)
by sample ID and are separated by the analyses performed on each sample. The header line of each analysis section for
each sample will provide the name and method number for the analysis reported.
This section of the Analytical Report defines the specific analyses performed for each sample ID, including the dates and
Sample Summary (Ss)
times of preparation and/or analysis.
(qualifier
Description
The reported concentration is an estimate. The continuing calibration standard associated with this data responded low.
C3
Method sensitivity check is acceptable.
J
The identification of the analyte is acceptable; the reported value is an estimate.
J3
The associated batch QC was outside the established quality control range for precision.
J4
The associated batch QC was outside the established quality control range for accuracy.
J6
The sample matrix interfered with the ability to make any accurate determination; spike value is low,
ec'FCp_C�"T: g 3 PROJECT: SDG: DATE/TIME: PAGE:
eo nginneerss-- onion 0598-015-01 L1590161 03/07/2315:43 � 115 43.f46
ACCREDITATIONS & LOCATIONS
' �n9l,ti=al
Rd r,r
hdhl :'t.
Alabama
40660
Nebraska
NE-OS-15-05
Alaska
17-026
Nevada
TN000032021-1
Arizona
AZ0612
New Hampshire
2975
Arkansas
88-0469
New Jersey—NELAP
TN002
California
2932
New Mexico
TN00003
Colorado
TNO0003
New York
11742
Connecticut
PH-0197
North Carolina
Env375
Florida
E87487
North Carolina'
DW21704
Georgia
NELAP
North Carolina'
41
Georgia'
923
North Dakota
R-140
Idaho
TN00003
Ohio—VAP
CL0069
Illinois
200008
Oklahoma
9915
Indiana
C-TN-01
Oregon
TN200002
Iowa
364
Pennsylvania
68-02979
Kansas
E-10277
Rhode Island
LA000356
Kentucky16
KY90010
South Carolina
84004002
Kentucky'
16
South Dakota
n/a
Louisiana
A130792
Tennessee' °
2006
Louisiana
LA018
Texas
T104704245-20.18
Maine
TN00003
Texas'
LAR0152
Maryland
324
Utah
TN000032021-11
Massachusetts
M-TN003
Vermont
VT2006
Michigan
9958
Virginia
110033
Minnesota
047-999.395
Washington
c847
Mississippi
TN00003
West Virginia
233
Missouri
340
Wisconsin
998093910
Montana
CERT0086
Wyoming
A21-A
A2_1-A — ISO 17025
1461.01
AIHAAM,LLC E"
100789
A21-A — ISO 17025'
1461.02
000
1461.01
Canada
1461.01
USDA
P330-15-00234
EPA—Crypto
TNO0003
' Drinking Water 'Underground Storage Tanks 'Aquatic Toxicity "Chemical/Microbiological 'Mold 6 Wastewater n/a Accreditation not applicable
Not all certifications held by the laboratory are applicable to the results reported in the attached report.
Accreditation is only applicable to the test methods specified on each scope of accreditation held by Pace Analytical.
�QnCC T: PROJECT:
DPAGE:
0598-015-01 L1590161 03I0712315:43 1 - 116 44 of 46
o
oi z `g _
a] - W F _� Z m v ECL
1
o `
uirlj
00
O {{F E
V r S c
O
N Q a s a
q
N
E
[:)H gwviwor 11n09z8 SDOA M
->
N
1M-SDJdON-gwVlwOb WISOLZB SHvd FA
�o
19H gwVIw06 X9Hd1MN M
19-1:)H-gWVIWOb eallls Ou XOHd1MN M
14
N
SaadON-3doHIWOSZ SlelatN MIDI SSIC m
SAS/IwolHOaW/gWVIWOV 09ZS SDOA S
y!
c
SaJdON-JIDZOS SlelaLN 8VN9a S
a
SOJdoN-117Zp8 WISOLZB SHVd s
SAS/[wOTHO-M/gwVlwOb X9Hdll41N S
SOMON-
NOS e:)llls Ou XOHd1MN S
C
Y
0
F
w
a V
a,
y
J
N Z p
u
O
In
m
(
c
v v
r
lL
W
v
E
m
Z v E
a ~
~
CJ O
y LA
p
c
v
D Z
�
r
f0 Cr N
S
O
_Ln
= w
v
�a
v z
a
'C
a a
Lu
O Q
> •= 3
a
a p a 6
n w O
F'
d
EN c w v
m
p C z
O O
o
GGi1
� L
'0
LO`
3 �N E �,
u
�s
a
m a
Z >�
0.
� v
v,
9 0
v V1
o H _
a` W LL
`c
Q
E<n Ln
:J O in
C
ca
a+
L
O
en
a v a
V
� m �
L a
N
�
`. O ❑
lD
v N N
c i w
;
.a0
a;
V1
c
e
u N
m
ry� a 3
r Y.
LU Y Ir1 []
° M
y
p
1A a
r
O o
Y
a
v Q
v
ai O O
rc>_
_c
a a
o �
V
_Y c 1"'
T
%
E Y C J U
�
71
C L' _
W C, A c
tv C
• 4 m r. v
C
o -
p
v ,�v
tl L
p,
V7 • n.::
KA
X
K
Ix
IAl
N
v
v
�l
cal
N
r1
^
V
C
o0
C
Ou
I
cl
N
�
p
I
E
E
,J
V%
N
.9
�
�
Q
N
1
'j
x
w
v �
�
c
� w
� LL
v I
1�
m
"N
n a
I
,V
Y•
J
LL mJi
f0
t0
'
Q;
m
m
m
Ji
V*A
1
1
ac an
v
L
2
1
1
Jt•�
1
1i
� 'O l% ? fn L
Q
'Q
6
3
0
2/28 - NCF-L1590161 GEOENGPOR r
P,2/R3/R4/RX/EX
Time estimate: oh Time s--------------
----------- --------
pent: oh Grouping date: 1 March 2023
Members
f! Robert Rountree (responsible)
- -----------•-- - •-------------
Parameters
past holding time ""-' ---•---
Temperature not in range
QImproper container type
pH not in range
Insufficient sample volume
Sample is biphasic
Vials received with headspace
QBroken container
Sufficient sample remains
If broken container: Insufficient packing material around container
If broken container: Insufficient packing material inside cooler
If broken container: Improper handling by carrier:
If broken container: Sample was frozen
If broken container: Container lid not intact
Client informed by Call
Client informed by Email
Client informed by Voicemail
Date/Time:
PM initials:
OClient Contact:
- -- ---------- ----
Comments -- -- ---
Robert Rountree
3
i March 2023 i:26 AM
received 2 broken hcl vials.
March 21, 2023 1 - 118
2023 )an -Feb
Building Report
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
NOV
DEC
Total
NEW CONSTRUCTION
0
0
0
0
0
0
0
0
0
0
0
0
0
Comm.
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0
REPAIR AND ALTERATION
6
6
0
0
0
0
0
0
0
0
0
0
12
$104,422.00
$1,056,500.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$1,160,922
NEW CONST.
0
0
0
0
0
0
0
0
0
0
0
0
0
Ind.
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0
REPAIR AND ALTERATION
0
0
0
0
0
0
0
0
0
0
0
0
0
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0
NEW CONSTRUCTION
0
0
0
0
0
0
0
0
0
0
0
0
0
Public
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0
REPAIR AND ALTERATION
2
1
0
0
0
0
0
0
0
0
0
0
3
$183,500.00
$4,500.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$188,000
NEW MULTI FAMILY
0
0
0
0
0
0
0
0
0
0
0
0
0
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0
NEW MANUFACTURED HOME
0
0
0
0
0
0
0
0
0
0
0
0
0
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0
Res. NEW SINGLE FAMILY RESIDENCE
0
0
0
0
0
0
0
0
0
0
0
0
0
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0
NEW ACCESSORY STRUCTURE
0
0
0
0
0
0
0
0
0
0
0
0
0
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0
REPAIR AND ALTERATION
24
20
0
0
0
0
0
0
0
0
0
0
44
$248,853.00
$253,972.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$502,825
DEMOLITION AND MOVING
0
1
0
0
0
0
0
0
0
0
0
0
1
$0.00
$40,000.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$40,000
Total Permits Issued:
32
28
0
0
0
0
0
0
0
0
0
0
60
Total Construction Valuation:
$536,775.00
1$1,354,972.001
$0.00
1 $0.00 1
$0.00
1 $0.00
1 $0.00 1
$0.00
1 $0.00
1 $0.00 1
$0.00
1 $0.00
$1,891,747
CERTIFICATES OF OCCUPANCY
1
5
0
0
0
0
0
0
0
0
0
0
6
PERMIT FEES PAID 1
$10,143.74
1 $14,334.21 1
1 1
1
1 1
1
1 1
1
1 $24,477.95
March 21, 2023 L - 1