HomeMy WebLinkAboutCONSENT Resolution re W Maude St Right of Way Department of Public Works
O Consent Agenda
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Jefferson County
Board of Commissioners
Agenda Request
To: Board of Commissioners
Josh Peters, County Administrator
From: Monte Reinders, Public Works Director,14/.
Agenda Date: October 20, 2025
Subject: Authorization for Opening of Right-of-Way— Portion of W. Maude St.
Statement of Issue:
The Board is asked to approve a resolution granting permission for the applicant to open a
portion of platted W. Maude St. right-of-way, extending approximately 120 feet westerly from
the end of the county-maintained section of W. Maude St. at milepost 0.310. This action is
necessary in order for property owners, Li Ying Li and Mike Regan, to gain access to their parcel.
A resolution authorizing the right-of-way opening is attached for the Board's consideration.
Analysis/Strategic Goals/Pro's & Con's:
The proposed area of right-of-way is located within the Plat of Irondale Division No. 2. This road
is not proposed to be a county road; therefore, the County will not be responsible for
maintenance should this request be approved.
Per RCW 36.80.030, the supervision of the right-of-way, including the development of road
standards is under the review of the County Engineer, acting under the supervision and
authority of the Board of County Commissioners. The County Engineer has prepared standards
for opening County right-of-way at this location as outlined in the attached Engineer's Report.
Fiscal Impact/Cost Benefit Analysis:
There are no anticipated costs to the County. All permitting and inspection fees are the
responsibility of the applicant. There will be no cost to the County for maintenance or
construction should this right-of-way be opened.
Recommendation:
Jefferson County Public Works recommends approval of this application to open a portion of
platted W. Maude St. for approximately 120 feet as outlined in the attached Engineer's Report.
The Board is asked to sign the Resolution and return to Public Works.
Department Contact: Laura Pollina, Public Works Permit Tech I x159
Reviewed By:
l /
Jos Peters, County Administrator Date
STATE OF WASHINGTON
County of Jefferson
In the Matter of a Resolution to Construct a
Road on a Portion of Public Right-of-Way RESOLUTION NO.
Known as W. Maude St.
WHEREAS,an application to construct roads and utilities on public right-of-way has been
submitted by Li Ying Li for the purpose of providing access to their property, and
WHEREAS, said development will require opening approximately 120 feet of platted W.
Maude St., and
WHEREAS, the Revised Code of Washington (RCW) 36.75 and 36.80 places the
supervision of right of way, including the development of road standards, under purview of the
County Engineer, acting under the supervision and authority of the Board of County
Commissioners, and
WHEREAS,the applicant would be constructing a road to a standard less than what would
be required for public roads, and
WHEREAS, the County Engineer has examined the right-of-way and the existing road
system and the potential for future development and recommends that this request be approved
provided the standards described in the County Engineer's report dated 10/10/2025 are followed,
and
WHEREAS,the applicant will be responsible for the maintenance of this section of
roadway and it is understood that the County will not be responsible for maintenance of this
section of roadway and that it will not be added to the official County Road log until such time
as the road is improved to public road standards and added to the County Road Log through
Board action, and
WHEREAS, in lieu of requiring the road to be constructed to full public road standards at
this time,the applicant will be required to sign a Road and Stormwater Maintenance and No Protest
Agreement waiving rights, except as to the method of assessment, to protest formation of a pro-
rata cost sharing arrangement such as a Road Improvement District (RID) should it become
necessary in the future to upgrade this road, whether proposed by petition or a resolution of the
Board of County Commissioners,
NOW THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY
COMMISSIONERS OF JEFFERSON COUNTY, STATE OF WASHINGTON:
Section 1. Whereas Clauses Adopted as Findings of Fact. The Jefferson County Board of
Commissioners hereby adopts the above "Whereas" clauses as Findings of Fact.
Section 2. Authorization for Right-of-Way Opening and Construction Subject to County
Standards and Permitting. The Resolution:
1. Grants the applicant permission to open the W. Maude St. right-of-way beginning at
the end of the county-maintained section at milepost 0.310, and extending westward
for approximately 120 feet.
2. Requires that the road construction be completed in general conformance with the
standards recommended in the County's Engineer's report dated 10/10/2025.
3. Directs the applicant to obtain all necessary permits prior to beginning construction,
including a permit from the Department of Public Works, which shall specify any
required conditions as set by the County Engineer to ensure compliance with said
standards.
4. Requires the applicant to pay any inspection costs incurred by the Department of
Public Works to confirm that construction meets the applicable standards.
Section 3. Severability. If any section, subsection, sentence, clause, phrase of this resolution or its
application to any person or circumstance is held invalid, the remainder of this resolution or its
application to other persons or circumstances shall be fully valid and shall not be affected.
Section 4. Effective Date. This resolution is effective upon adoption.
Section 5. SEPA Categorical Exemption. This resolution is categorically exempt from the State
Environmental Policy Act under WAC 197-11-800(19).
APPROVED and ADOPTED this_ day of October,2025.
JEFFERSON COUNTY BOARD OF
SEAL: COUNTY COMMISSIONERS
Heidi Eisenhour, Chair
Greg Brotherton, Member
Heather Dudley-Nollette, Member
ATTEST:
Carolyn Gallaway, CMC Date
Clerk of the Board
Jefferson County Public Works Department
County Engineer's Report
Open Public Right-of-Way Portion of W. Maude St. Irondale Division No. 2
This Report is in response to an application for an Open Right-of-Way Permit submitted by Li
Ying Li and Mike Regan. (Exhibit A). The intent of the County Engineer's Report is to evaluate
and provide preliminary design parameters/criteria to facilitate the appropriate design of the
project. After agency approval of all documents required by this report, the Applicant shall be
issued a permit by the Public Works Department.
PROJECT DESCRIPTION
Plat name: Irondale Division No. 2
Road /Street Name: Platted W. Maude St.
Adjacent to: Assessor Parcel #961807311 & 961807314
Distance: 120+/- feet
Section 34, Township 30 North, Range 1 W
The road is not proposed to be a County Road. (Exhibit B = Site Plan)
EXISTING AND PROJECTED CONDITIONS
W. Maude St. is on the County Road Log starting at 7' Ave. running westerly ending at mile
post 0.310. The area proposed to be opened is a continuation from the end of the County Road
at mile post 0.310, extending approximately 120 feet.
In 2002, a permit (RAP2002-00175) was issued to open this segment of right-of-way; however,
the road was never constructed, and the permit was cancelled in 2006. Since then, the
parcel(s) north of the applicant's parcels appear to have been partially developed and are
currently occupied by structure(s) built without permits.
This substandard segment of right-of-way is being used by both the applicant as well as the
owner of parcel 961807209. However, it has never been constructed to county standards nor
gone through the formal process to be considered 'opened'.
The project area is currently zoned Urban Growth Area — Low Density Residential 4-6.
Chimacum Creek is within 340' +/- of this area.
This segment of right-of-way leads to a bluff above Chimacum creek and, therefore, is not likely
to be a through road. (See Exhibit C).
The owners of parcel 961807211 located at 310 W. Maude St., and parcel 961807303 located at
311 W. Maude St. submitted comments regarding the opening of this segment of W. Maude St.
(See Exhibit D).
Page 1 of 8
The owner of parcel 961807216, Grace Bias, also submitted comments to this open right-of-way
asking what options she has to be a part of this open right-of-way. This project would open the
right-of-way about 120 feet westerly, and she would need to do a separate open right-of-way
to bring the road the next 150ft to her parcel. Grace had applied to open the right-of-way in
2022. The grade of the right-of-way adjacent to her parcel is over 35%. As such, she was
informed by Jefferson County Public Works that she would need to hire a civil engineer to
determine if building a road to County standards is feasible (see exhibit D). Such a letter has
not been provided. Her open right-of-way application was closed and a refund was issued.
DESIGN STANDARDS
Roads shall be constructed to the County's adopted County Road design standards:
• American Association of State Highway and Transportation Officials (AASHTO) Policy on
Geometric Design of Highways and Streets (most current version),
• Washington Department of Transportation (WSDOT) Design Manual and Standard
Specifications for Road, Bridge and Municipal Construction,
• Jefferson County Unified Development Code JCC 18.30.060 Grading, JCC 18.30.070
Stormwater, and JCC 18.30.080 Roads.
Based on the location of this right-of-way segment, the surrounding topography, the likelihood
that the road will serve no more than four residences, and the unlikelihood of it becoming a
through road, a Rural Access Road typical section will be required. The unobstructed width will
vary and have a 14-foot-wide traveled way. See Exhibit E.
RIGHT-OF-WAY
The platted right-of-way width is 50-feet, which is adequate to accommodate the proposed
roadway. The new segment shall be initially aligned with the centerline of the existing County
Road portion of W. Maude Street. From this point, the roadway shall follow the centerline of
the right-of-way, except where deviations are necessary due to topographic constraints,
environmental conditions (e.g., wetlands, water bodies, unstable slopes).
Prior to construction, the right-of-way centerline shall be staked by a licensed professional land
surveyor or located in the field based on existing intersection monuments or property corners
set by a licensed professional land surveyor.
Placement of junk vehicles or storage of hazardous substances on the public right-of-way will
be cause for revocation of this Open Right-of-way Permit.
DESIGN SPEED
Speed limit may be less than 25
This is a privately-maintained dead-end road and no posted speed limit is required.
Page 2 of 8
DESIGN TRAFFIC VOLUME
There are five parcels that consist of varying numbers of platted 25ft-wide lots adjacent to the
subject right-of-way (ROW). On the south side of the ROW are the applicant's two parcels,
along with one additional parcel to the west. On the north side, there are two parcels: the
westernmost is undeveloped, and the parcel directly across from the applicant's parcels is
partially developed without permits.
Due to the steep grade, it is unlikely that the ROW will be extended to provide access to the
two westernmost parcels. Therefore, for all practical purposes, this segment of the W. Maude
Street ROW will likely serve only three parcels: the applicant's two parcels and the parcel
directly across the ROW.
The projected Average Daily Traffic (ADT) per residence is estimated at 6 to 10 trips per day,
resulting in an estimated total of 24 to 40 ADT for this segment of the W. Maude Street ROW.
The most recent known ADT at W. Maude Street and 9th Avenue is 40, based on a 2020 traffic
count.
SIGHT DISTANCE
Adequate sight distance for the road approach to the newly opened segment of W. Maude St.
must be met based on the criteria within the WSDOT design manual, Chapter 1340 and/or the
AASHTO design manual.
ROADWAY CONSTRUCTION PLANS
The proponent shall construct the roadway to the minimum standards depicted on the Typical
Section shown in Exhibit E.
The proponent shall submit road construction plans prepared by a licensed civil engineer to the
Public Works Department for review prior to commencing construction.
Road Construction Plan general requirements
Road plans shall meet the following general requirements:
• Be prepared by a licensed Washington state civil engineer;
• Include a plan view and a profile view;
• A scale of 1 inch = 50 feet or less;
• Depict the typical section;
• Depict project limits;
• Depict right-of-way centerline;
• The design shall accommodate both existing and future lot access and utility service.
Page 3 of 8
Plan View
The plan view shall at a minimum depict:
• Horizontal alignment of the proposed centerline at 50 feet stations;
• Horizontal curve data;
• Cut and/or fill slopes;
• Intersection design;
• Drainage facilities: Existing and proposed, including culvert size, length, and material;
centerline station and elevation; slope, and skew angle;
• Stormwater management facilities;
• Utilities: Existing and proposed, both above and below ground; and
• Any existing or proposed features that would be affected by the proposed road
construction, whether in or outside of the right-of-way.
Profile View
The profile view shall at a minimum depict:
• Existing elevations and proposed finished grades at 50 feet stations;
• Vertical curve data; and
• Drainage facilities.
MINIMUM STRUCTURAL SECTION
Privately-maintained roads: The typical cross-section consists of 4 inches minimum compacted
gravel base over compacted subgrade and 2 inches minimum compacted crushed surfacing top
course. An alternative structural section may be proposed based on analysis by a licensed civil
engineer.
All materials used in the construction of the structural section shall meet the requirements of
the WSDOT Standard Specifications for Road, Bridge and Municipal Construction.
SURFACING
Privately-maintained roads: An improved roadway surface (asphalt or bituminous surface
treatment) is not required.
MATERIALS TESTING
Privately-maintained roads: The applicant shall be responsible for ensuring that materials and
construction methods conform to WSDOT Standard Specifications. At its discretion,the Public
Works Department may direct replacement of materials that clearly do not meet specifications or
require testing of materials that appear not to meet specifications.
CROSS SLOPES
Local Service Roads and Rural Access Roads shall either be crowned at the centerline with -2%
cross slopes or have a continuous -2% cross slope from shoulder to shoulder. Stormwater
design must be taken into consideration when determining appropriate cross slope.
Page 4 of 8
ROAD GRADE
Privately-maintained roads:
• Road grades shall not exceed 12% or require review without prior approval by the
appropriate Fire District.
• Road grades exceeding 12% may require an improved roadway surface, either hot mix
asphalt (HMA) or bituminous surface treatment (BST).
• Road grades shall not exceed 15%.
INTERSECTION DESIGN
• The road approach from the applicant's parcel to the newly opened segment of W. Maude
St. shall be designed so that the centerlines intersect as close to 90 degrees as practicable
and in all cases between 75 and 105 degrees.
• The road plans shall show the radii of the edge of the surfacing at the intersection of the
applicant's parcel and the road approach.
• The road plans shall show any features that are pertinent to the design of the intersection
of the road approach and W. Maude St.
• Intersection design shall provide for adequate drainage.
• The design and construction must assure that minimum sight distance requirements are
met.
EMERGENCY TURNAROUNDS
Turnaround area(s) are required and shall conform to the Public Works Department's adopted
design standards. See Exhibit E.
HORIZONTAL CLEARANCE TO OBSTRUCTIONS
For roads with a posted speed limit of 25 MPH or less, a 10 feet wide clear zone shall be
maintained between the edge of traveled way and any obstructions.
UTILITIES
Utility installations shall meet the requirements of the Jefferson County Code, Chapter 13.56
Utilities. Any utilities installed within the right-of-way require review and approval for
installation and location within the right-of-way as determined through the utility permit
process.
STREET LIGHTING
No street lighting is required. If the Applicant desires to install a street light, all costs associated
with the installation and maintenance is the responsibility of the Applicant and shall be
coordinated with the Jefferson County PUD#1.
Page 5 of 8
ROAD APPROACHES
The approach to the Applicant's parcel off platted W. Maude St. shall meet the requirements
for a residential approach (Exhibit F). Approaches shall be an integral part of the roadway and
constructed at a location acceptable to the parcel owner(s).
GATES
This road will not be maintained by the County at public expense. The Applicant will be
required to maintain the roadway. Installation of gates, barriers, or signs that block the public's
use of this right-of-way after the road is constructed are NOT allowed.
DRAINAGE, EROSION CONTROL, AND STORMWATER MANAGEMENT
The Jefferson County Unified Development Code, Section 18.30.070 Stormwater Management
Standards adopts the standards of the Washington Department of Ecology Stormwater
Management Manual for Western Washington (most current version).
A Stormwater Management Permit is required for projects that exceed 2,000 square feet of
impervious surface or 7,000 square feet of land-disturbing activity. See Exhibit G for comments
from the Department of Community Development. The proponent shall contact the Jefferson
County Department of Community Development to discuss permit requirements and application
procedures:
Jefferson County Department of Community Development
612 Sheridan Street
Port Townsend, WA 98368
(360) 379-4450
MAINTENANCE AND NO PROTEST AGREEMENT
A Road and Stormwater Facility Maintenance and No Protest Agreement is be required for
this facility on a public right-of-way.
Any privately maintained road and stormwater facility on public right-of-way shall be
maintained at the owners' expense as outlined in the Road & Stormwater Facility Maintenance
and No Protest Agreement. This Agreement is required for any privately maintained road on
public right-of-way. The Applicant has applied for a permit to construct a privately-maintained
gravel roadway on public right-of-way. The County Engineer has recommended that this
request be approved. It is recognized that this private road does not meet current County road
standards for a public roadway which would require a wider roadway with an asphalt paved or
bituminous surface. In consideration of the County agreeing to waive the requirements to
construct to full public road standards, the Grantor must also enter into an agreement with the
County not to protest the formation of a Road Improvement District (RID) or other pro rata cost
sharing mechanism to improve the roadway in the future should improvements become
Page 6 of 8
necessary whether proposed by petition or by resolution of the Board of County Commissioners
or by both petition and resolution. The Grantor(s) further agree to join in any proposed
petition for such road improvements. See Exhibit H for this Agreement.
ROADWAY CONSTRUCTION DOCUMENTATION, CERTIFICATION, AND MONUMENTATION
Construction Documentation
The applicant shall provide the Public Works Department with complete road plans in electronic
format to scale on 11x17 inch paper. Following completion of roadway construction, the
proponent shall submit to Public Works complete "As-Built" or "As Constructed" record
drawings. The drawings shall reflect any changes made to the original design. The proponent
or designee shall keep detailed records of the as constructed locations of all surface and
subsurface facilities to be included on the record As-Built or As-Constructed drawings.
Construction Certification
Certain items will need to be inspected during construction of these roadways. These
requirements will be identified once complete plans have been submitted to Public Works for
review.
Following completion of roadway construction, the proponent shall submit to Public Works a
letter, affixed with the professional stamp of the Engineer of Record, certifying that the
roadway and stormwater management facilities have been constructed in accordance with the
design plans and specifications and all applicable federal, state and local agency requirements.
PERMIT
This report is not a Permit.
After the review and approval of all documents, plans, and/or reports required by this report,
and within three (3) years from the date of Board of County Commissioners approval of this
report, and prior to initiating construction, the applicant shall be issued a permit by the Public
Works Department. This Permit specifically outlines the arrangement between the applicant
and the County for work on public right-of-way by the applicant. The Permit will specify
insurance and bonding requirements, general provisions, and other requirements that are
applicable for work to be performed in County right-of-way. The Permit, once issued, will be
valid for one year from the date it is issued. The road right-of-way will not be considered to be
opened until all conditions of the permit are met and the permit is finalized. A sample copy of a
Permit is attached as Exhibit I.
OTHER PERMITS
Other permits and/or environmental review may be required for this project per Jefferson
County Unified Development Code (UDC). Any questions concerning the necessity of other
permits and/or environmental review and the processes should be directed to the Jefferson
County Department of Community Development, 612 Sheridan Street, Port Townsend, WA
98368, Phone (360) 379-4450.
Page 7 of 8
RECOMMENDATION:
Public Works recommends that this request to open County right-of-way to the standards and
requirements listed above be approved. This recommendation will be forwarded to the
Jefferson County Board of County Commissioners for approval by way of Resolution (Draft
Exhibit J). Once completed, inspected and all permit conditions met, the permit will be put in a
'Final' status and this road will be considered to be opened but will be privately maintained and
not become part of the County Road system
/6/0/
Monte Re der , P.E. Date
Public Works D ector/County Engineer
Page 8 of 8
EXHIBIT A
�SpN co O ce use o
kiW Department of Public Works Receipt# 1)Permit# b PSoa�'0°O�'
623 Sheridan St,Port Townsend,WA 98368 1 360-385-9160 Check#
i11141r f, Date paid 2
Mile post
OPEN RIGHT-OF-WAY PERMIT APPLICATION - 2022
$1,001.00 Fee
Make check payable to Jefferson County.Additional fees will apply per ordinance 02-0312-12.
Applicant Informa 'on Designation of Agent(flit out only if applicable)
L r
Property Omer t/i7l�r bi 1 / Designated Agent
36C c 73C A9 / :'MillyCv
Phone Email J Phone Email
Mailing Addres �' Mailing Address
PILO%( C it/a /6_�a V
City,State,Zip ( City,State,Zip
Project Information
Purpose for request to open right-of-way: a/ l 4P ( ' /i0 vY\ e ./)7%,�'ci 'S -
4-+s s �
% 01 re rt-re f& • . 4
Name of road/right-of-way to be opened: S 1-
Total length of right-of-way to be opene :
Property parcel number(s): �6
Name of plat where road is located: x�'o aft —0
Attach any recorded surveys(IisS,vpJume and page numbers): S 4 L/I Li- ! G 0,
Nearest cross street: ��/1 a (/'C
Other permits associated with this request(e.g.septic, building,stormwat r): ' - v'e M.
Will you be installing any utilities within the right-of-way?
Site Map
Attach a site plan or plat map that identifies the right-of-way to be opened and the parcels you own.The map
must include the cross street access point,access location to the applicant's property,and scale.
Acknowledgements and Signature
By signing the application form,the undersigned Applicant attests that the information provided herein is true and correct
to the best of his/her knowledge and agrees to all conditions on the permit.The Applicant also certifies that this application
is being made with the full knowledge and consent of all owners of the affected property.Any material falsehood or any
omission of material fact made by the Applicant/Owner with respect to this application packet may result in this permit being
null and void.
The Ap . a t has read this disclaimer and signs and dates it below.
t-, 1
/11/9
erty ner Designated Age ign ate
Application ntinued on next page. Page 1 of 2
EXHIBIT B
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These data are provided on Jefferson County, WA ,�,N
an "AS-IS"basis, without � ���
I warranty of any type, l
expressed or implied. including
but not limited to any warranty 1
as to their performance,
merchantability, or fitness for o so 100 �l
Scale: 1:1,128 Date: 8/22/2025 •s ``'
any particular purpose. ft Sf>t^lid
This map is riot a substitute for accurate field surveys or for locating actual property linesand any adjacent textures.
EXHIBIT C
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,e opened.
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�1 t'Road grades shall not exceed - `c-
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'A _elevation in125 ft distance). yi,ti x.
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These data are provided on Jefferson County, WA oN
an 'AS-IS"basis, without5 Cr:)
warranty of any type, ��'Q. G
expressed or implied, including
but not limited to any warranty
as to their performance,
it-.
merchantability, or fitness for o 50 100f< Scale: 1:1,128 Date: 10/1/2025 9,y CO.
Immicany particular purpose. y I N�,
This ma.is not a substitute for accurate field surve s or for locatin.actual.ro•ert lines and an ad acent features.
EXHIBIT D
Laura Pollina
From: jennimae hillyard <treehuggerjm@yahoo.com>
Sent: Monday, September 1, 2025 11:26 AM
To: Laura Pollina
Subject: Open Right Of Way Application
Follow Up Flag: Follow up
Flag Status: Flagged
ALERT: BE CAUTIOUS This email originated outside the organization. Do not open attachments or click on links if you are
not expecting them.
A letter to Laura Pollina, Eng. Tech 1
Jefferson County Public Works
We received the letter regarding application to construct a road in a portion of the public right-of-
way of platted W. Maude St. in Irondale Division No. 2 which is adjacent to property we own. (Ashley
Kehl & Jennimae Hillyard) We appreciate the opportunity to submit comments for review.
The reality on our road, the Dead End of West Maude, has been perpetually problematic. There
has been an ongoing issue with the residents on the corner of Maude & 9th (Mike Anderson)
consistently parking junk cars in the right-of-way, leaving their portion of the road with only one lanes
worth of opening, often with debris encroaching into the narrow space. Often times they are utilizing
the road for mechanical/ towing activities which has several times resulted in us being unable to
leave/ return home without waiting, or to be told that they are not moving anytime soon and having to
park at our neighbors and walk home.
We were assured in the past that this issue was going to be mitigated by the county, and to our
knowledge there has been attempts to keep the road clear, only to have it be filled in again and again.
It seems like constructing a new road at the end of the street in order to create a two-lane road would
be counterproductive, without also permanently addressing the issue at the entrance of the road.
And of course we are bummed to think that the awesome blackberry patch lining our property will
have to be demolished. Not only does it provide privacy, but also sweet summer sustenance.
Although the march of progress is inevitable, I am concerned about the impact of development on
what has mostly been a quiet and safe part of Irondale. Historically, the folks who own that plot have
not been kind, respectful or neighborly in any sense of the words. They have been downright awful to
interface with. So my hope is that they are trying to fix it up a bit for the sake of putting it up for sale!
The plot is above the trail that the neighborhood uses to access the Chimacum Creek and the
beautiful green belt that the Land Trust has helped to preserve.
Thank you for your time and consideration of these concerns.
Sincerely,
Jennimae Hillyard
treehuggerjm@yahoo.com
Laura Pollina
From: dookspook <dookspook@yahoo.com>
Sent: Saturday, September 6, 2025 10:55 AM
To: Laura Pollina
Subject: FW: Open right of way
ALERT: BE CAUTIOUS This email originated outside the organization. Do not open attachments or click on links if you are
not expecting them.
Original message
From: dookspook<dookspook@yahoo.com>
Date: 9/5/25 9:04 PM (GMT-08:00)
To: Ipollina@jefferson.wa.us
Subject: Open right of way
My name is Joseph D. Scriba. I live at 311 W. Maude Street in Port Hadlock Irondale 98339
I am writing to address the issue of open right of way for Parcel numbers...
961807314 and 9611807311
I am concerned about the necessity of this road being put down. I havent seen any activity at the properties adjacent to
mine. I have been here for almost 2 years. If someone is moving in or the current owners are planning to develop the
property I understand. If they are not going to develop, then I request that they leave things as they are. There are folks
living on the other side of the road that will have thier privacy and my own impacted by the removal of the current
foliage in place on the other side of the right of way.
If the road must be built then I respectfully request that a county employed independent surveyor be sent to measure
where the road needs to be laid down and extended. The current right of way heading west from my property is
currently encroaching upon my private property. I am willing to allow this encroachment currently due to the privacy
added and lack of need for anything to change. I do not know the owners of the adjacent property but the road must be
built to the absolute minimum right of way allowed by law. I do not feel comfortable with someone's private paid
surveyor carving up my propety. Those are my thoughts and concerns. I thank you for your consideration and the
opportunity to share them before construction.
Respectfully,
Joseph Scriba
1
Laura Pollina
From: Laura Pollina
Sent: Friday, September 5, 2025 11:59 AM
To: Grace Love
Subject: RE: Property inquiry
Attachments: W Maude St.pdf
Hi Grace,
The previous Permit Tech who you worked with has since retired and I have taken over her role. I would be happy to
discuss this with you.
I've attached our records regarding your original application to open the right-of-way. Please see the letter from Terry
dated April 4, 2023.
The proposed project that I sent a letter regarding would open the ROW about 100 ft from the end of the county-
maintained section to access parcel 961807303.You would still need to open the ROW from the end of the newly
opened section to your parcel,which appears to be approximately 150 feet.The slope of the grade in that section is
significant(more than 35%).The maximum allowable grade is 15%. Please see the attached letter from Terry. I do see
that a refund was issued for the remainder of the application fee that was not utilized in review time.
I'm available to discuss further with you.
Best regards,
Laura Pollina, Engineering Tech I
Jefferson County Department of Public Works
623 Sheridan Street, Port Townsend,WA 98368
360.385.9159—360.531.1748 cell
From:Grace Love<abias08@gmail.com>
Sent: Friday,September 5, 2025 8:00 AM
To: Laura Pollina <LPollina@co.jefferson.wa.us>
Subject: Fwd: Property inquiry
ALERT: BE CAUTIOUS This email originated outside the organization. Do not open attachments or click on links if you are
not expecting them.
Hi Laura,
I am writing for the right of way with Maude. I have a property that is along the path. I included an email dated
2022,which was never answered, despite most of my application fee being used. I'd like to know what options I
might have to be a part of this extension, as I am in support.Any information you can give me would be greatly
appreciated.
1
Best,
Grace Bias
Forwarded message
From:Terry Duff<TDuff@co.lefferson.wa.us>
Date:Tue, Nov 22, 2022 at 8:55 AM
Subject: RE: Property inquiry
To: Grace Love<msgracelove@me.com>
Hi Grace,
The Applicant has not pursued opening the segment of right-of-way of W. Maude St.to their parcels which would end
approximately 100 feet before your parcel. You would still need to open the remainder of W. Maude St.to be able to
access your parcel. You may want to check on the status of your parcel with the Department of Community
Development to be sure it is a developable parcel.
Terry Duff, Eng.Tech III
Jefferson County Public Works
623 Sheridan St.
Port Townsend,Wa 98368
360-385-9159
Original Message
From: Grace Love<msRracelove@me.com>
Sent: Monday, November 21, 2022 1:34 PM
To:Terry Duff<TDuff@co.lefferson.wa.us>
Subject: Property inquiry
ALERT: BE CAUTIOUS This email originated outside the organization. Do not open attachments or click on links if you are
not expecting them.
Hi,
I was told to hold off with getting an easement/road extension in Hadlock and it was because someone was potentially
building a road.
My parcel is :961807216
And I am looking to gain access.
Would you happen to have an update?
Best,
Grace
2
r.poN (.
Department of Public Works 623 Sheridan Street
Port Townsend,WA 98368
; Jefferson County, Washington 360-385-9160
•1rriXl1%
April 4 2023
Grace Bias
P.O. Box 1657
Port Townsend, WA 98368
Re: Open Right-of-Way Application
W. Maude St.
In reviewing your application to open a portion of W. Maude St.to your parcel (961807216),we have
determined that it may not be feasible to construct a roadway based on the grade of the slope within
this segment of right-of-way.
Attached is the road standard(Local Service Road)to which you will have to build the road, and, the
road approach standards for your access driveway off this segment of right-of-way. The area of right-of-
way appears to be within a very steep slope(greater than 35%). The maximum 15%grade for a Local
Service Road appears to be unachievable as required for emergency vehicle access, Washington State
Design Manual and the American Association of State Highway and Transportation Policy of Geometric
Design of Highways and Streets.
I have included a portion of our draft County Engineer's Report which outlines the main requirements
for constructing a roadway to your parcel. Please hire a civil engineer to determine if it is feasible to
build this road to the standards required. If it is determined a road can be built, please forward a letter
from your engineer confirming this. Otherwise,this permit request will be cancelled and any remaining
money from the permit fee will be refunded.
If you would like to discuss this in more detail, please let me know.
Sincerely,
I / /
�. p
Terry Du Eng. I
tduff@co.iefferson.wa.us
360-385-9159
End.
EXHIBIT E
r‘I' oN CO`\ Al
RURAL ACCESS ROAD/DRIVEWAY
�� 14' ROAD SECTION
ONE LANE ROAD WITH TURNOUTS
( SERVES 4 RESIDENCES MAXIMUM )
c.
-� VARIES iota VARIES r•
-.a 14'-0" es-
7.0' I 7.0' —�-
z
w w
w w
1*� • `tea ,:..;.:.t,�;: `, ;j 2 * E
0 �1 0
a }
3 � <
I CRUSHED SURFACING
o TOP COURSE (CSTC) o
12" MIN. 2" MIN. COMPACTED DEPTH I
i DITCH =
DEPTH 0
E CRUSHED SURFACING E
BASED COURSE (CSBC)
0 4" MIN. COMPACTED DEPTH a
0
COMPACTED SUBGRADE
ROADS SHALL BE CONSTRUCTED TO THE COUNTY'S ADOPTED STANDARDS;
- AASHTO GEOMETRIC DESIGN OF HIGHWAYS AND STREETS (CURRENT VERSION).
- WSDOT DESIGN MANUAL AND STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (CURRENT VERSION).
- JEFFERSON COUNTY UNIFIED DEVELOPMENT CODE CODE, CHAPTER 18.30.080.
NOTES:
1. ALL MATERIALS SHALL MEET WSDOT STANDARD SPECIFICATIONS FOR ROAD CONSTRUCTION.
2. CSBC & CSTC DEPTHS SHOWN ARE A MINIMUM; INCREASED DEPTH MAY BE REQUIRED DUE TO SOIL CONDITIONS.
3. * SLOPES FLATTER THAN 2H:1V ARE DESIRABLE WHERE ACHIEVABLE.
4. MAXIMUM GRADE IS 12%. GREATER THAN 12% WITH PUBLIC WORKS APPROVAL; PAVED SURFACE MAY BE REQUIRED.
5. ROAD STANDARD IS FOR PRIVATELY MAINTAINED ROADS ONLY WITH NO POTENTIAL FOR FURTHER DEVELOPMENT; NOT A THRU ROAD.
6. INITIAL 30 FOOT SEGMENT AT INTERSECTION SHALL BE 20 FEET WIDE WITH 25 FOOT LONG TRANSITION; SEE DETAIL.
7. 20 FEET WIDE BY 50 FEET LONG INTERVISIBLE TURNOUTS REQUIRED WITH 25 FOOT LONG TRANSITION; SEE DETAIL.
Nov. 21, 2022
PAGE 1 OF 2
tiea.„
�~ON ( 1
4i
hRURAL ACCESS ROAD/ DRIVEWAY DETAILS
,4/ING, 25.0' --
--, 20.0'
R20.0'
f f
____))
14.0' 14.0'
TURNING
AREA
14.0' STANDARD 60.0'
TURNING R20.0' 30.0'
AREA /
20.0' --
TURNAROUNDS
h.- 25.0' I 50.0' VARIES 25.0' 30.0'
20.0' -- 20.0' f
14.0' 14.0' 20.0'
INTERVISIBLE PAVED
TURNOUT APRON R25.0'
INTERVISIBLE TURNOUT AND ROAD APPROACH
Nov. 21, 2022
PAGE 2 OF 2
EXHIBIT F
�`_ti(l N Q PAGE 1 OF 1
l TABLE-1 I Nov. 21. 2022
f.
44. '' SIGHT DISTANCE
'• REQUIREMENTS
SPECISEEFIC CULVEERMIT RT �Gyl /^'•
POSTED MINIMUM
REQUIREMENTS O�.QO SPEED DISTANCE
S ��,� , wqb - 25 MPH 155 FT.
�/ �' i / 30 MPH 200 FT.
——— r`e 35 MPH 250 FT.
A 40 MPH 305 FT.
_ i qap 45 MPH 360 FT.
MAILBOX---- - • P.... / 'E A/ "Y \, 50 MPH 425 FT.
55 MPH 495 FT.
PULL-OUT . ��� <f 3 ....-
AREA & POST • .._..2_..., �c9E,O TABLE-2I
SEE TABLE-2�
O . \ q,a i RETURN RADIUS
FOR RETURN P♦ �0 v/ RESIDENTIAL LOCAL ACCESS RD. 10'
RADIUS �� 00 `' �✓ APPROACH - MINOR COLLECTOR RD. 20'
MAJOR COLLECTOR RD. 20'
I / MAJOR
Air APPROACH - ALL CLASSIFICATIONS 35'
cFNTfR�tiF le,
��� PLAN
TABLE-3 I
\ �C PLAN APPROACH WIDTH
OF �OF \E •
•\'.\,�/44, N.T.S. RESIDENTIAL APPROACH 10' MIN. / 16' MAX.
MAJOR APPROACH 20' MIN. / 36' MAX.
GF0-it � 5'- R� A OCF OF iO4 <Of- ,' -\\.. NOTE; MAJOR APPROACHES INCLUDE ALL COMMERCIAL,
ti, -cR / INDUSTRIAL, AND/OR PRIVATE ROADS, OR SHARED
•— —3, DRIVEWAYS, SERVING MULTIPLE PARCELS.
NOTES
1. CONDITIONS PROVIDED IN THE ROAD APPROACH PERMIT WILL GOVERN INSTALLATION.
2. THE FOLLOWING ROAD APPROACHES ARE REQUIRED TO BE PAVED:
- ALL ROAD APPROACHES CONNECTING TO A COUNTY ROAD WITH AN ADT OF 21000. I >
- COMMERCIAL (& INDUSTRIAL) ROAD APPROACHES WITH A PROPOSED ADT OF 230 = 3
- COUNTY ROAD APPROACHES FOR NEW PRIVATE ROADS AND/OR SHARED v t
DRIVEWAYS SERVING MULTIPLE PARCELS. pLi> p p
- COUNTY ROAD APPROACHES FOR SHORT PLAT AND LONG PLAT SUBDIVISIONS. 3 I �I
3. PAVING IS NOT REQUIRED FOR ROAD APPROACHES CONNECTING TO GRAVEL ROADS. w a cY EXPANSION w Rt ��
4. PAVING REQUIREMENT: 2' MIN. (COMPACTED DEPTH) HOT MIX ASPHALT (HMA) OVER I JOINT IF ��O
4' MIN. (COMPACTED DEPTH) CRUSHED SURFACING. OR 6' CLASS 3000 CONCRETE. CONCRETE
t
5. GRAVEL REQUIREMENT: 3' MIN. CRUSHED SURFACING. COUNTY ROAD t —'} gX l+
�\ 2z SLOPE i0 DITCH —�
6. APPROACH SHALL BE AT 90 DEGREES TO COUNTY ROAD CENTERLINE. ANGLE MAY
VARY FROM 90 DEGREES TO 75 DECREES WITH PUBLIC WORKS APPROVAL.
7. CULVERT PIPE MUST BE 12-0 MIN. CORRUGATED METAL OR DUAL WALL CORRUGATED
HDPE. WITH BEVELED ENDS.
8. CULVERT LENGTH TO BE DETERMINED BY APPROACH WIDTH, RETURN RADII. AND DEPTH SECTION A-A
OF DITCH. CULVERT SHALL NOT EXCEED THE LENGTH NECESSARY TO EXTEND BETWEEN
TOE OF FILL AT CENTERLINE OF THE DITCH ON EACH SIDE OF THE ROAD APPROACH. MIN. 12" DIAMETER CULVERT N.T.S.
9 THE GRADE OF THE APPROACH SHALL FOLLOW THE CROWN OF THE COUNTY ROAD (OR LARGER AS REQUIRED BY
SUCH THAT NO SURFACE STORMWATER IS DIRECTED ONTO THE COUNTY ROAD. PUBLIC WORKS) WITH BEVELED
ENDS di 6" MIN. SOIL COVER. si
10. REQUIRED MINIMUM SIGHT DISTANCE SHALL BE PER TABLE-1. MAINTENANCE OF THE CAL 48 ORS SIGHT TRIANGLE IS THE RESPONSIBILITY OF THE PROPERTY OWNER SEE JEFFERSON
COUNTY PUBLIC WORKS WEBSITE FOR MAINTENANCE/REPAIR INFORMATION. ECTAE YOU CC
1 800 424 5555
11 SEE JEFFERSON COUNTY PUBLIC WORKS WEBSITE FOR MAILBOX STANDARDS AND
INSTALLATION REQUIREMENTS. Know Is below
Call before you dig.
EXHIBIT G
Laura Pollina
From: Greg Ballard
Sent: Friday, August 22, 2025 12:18 PM
To: Laura Pollina
Subject: RE: Request to Review Open Right-of-way -W. Maude St.
Attachments: 4 Stormwater BMP's.pdf
Hi Laura, DCD has reviewed this open right-of-way permit for a 20' wide by 120' long section on W. Maude
Street.
There is no critical area and this would entail less that 2,400 sq ft of impervious surface.
This road is similar to a driveway that should meet BMP T5.12 which is typically 5 feet of vegetation on a
crowned driveway and 10 feet of vegetation on a sloped driveway.
Based on the above DCD has no objections or requirements for this open right-of-way proposal.
Thanks
Greg Ballard (he/his)
Jefferson County DCD
Development Code Administrator
gballard@co.jefferson.wa.us
(360) 379-4454
From: Laura Pollina <LPollina@co.jefferson.wa.us>
Sent: Friday, August 22, 2025 10:44 AM
To: Greg Ballard <GBallard@co.jefferson.wa.us>
Subject: Request to Review Open Right-of-way -W. Maude St.
Hi Greg,
We have an application to open a portion of platted W. Maude St. The applicant began this process in 2022, it was
subsequently paused and is now being resumed. I am forwarding this to you to review and comment for compliance
with development code. Letter and site map are attached.
Thank you.
Best regards,
Laura Pollina, Engineering Tech I
Jefferson County Department of Public Works
623 Sheridan Street, Port Townsend, WA 98368
360.385.9159—360.531.1748 cell
All development and land disturbing activities (including residential driveways) located
within shoreline and critical areas (regardless of the thresholds) are subject to stormwater
review by DCD per Section 18.30.060(4) JCC.
Residential development, including residential driveways that serve single-family residences,
ADU, duplexes, (excluding multi family), should use this packet to address grading (Section
18.30.060 JCC) and stormwater (Section 18.30.070) requirements of the Jefferson County
Unified Development Code. The applicant must demonstrate to the County that they have
employed one or more of the Stormwater Best Management Practices (BMPs) to manage the
stormwater runoff from the residential development including residential driveway.
Applicants shall provide the County with receipts from the purchase of materials to
construct the applicable BMP as proof of installation. These BMPs shall be designed to accept
the stormwater runoff from driveway impervious surfaces which shall not count towards the
site's hard surfaces for the purposes of applying the minimum requirements in the
applicable stormwater manual.
Option 1: BMP T5.12: Sheet Flow Dispersion
Sheet flow dispersion is the simplest method of runoff control.This BMP can be used for any
impervious or pervious surface that is graded to avoid concentrating flows. Because flows are already
dispersed as they leave the surface,they need only traverse a narrow band of adjacent vegetation for
effective on-site stormwater management.
Applications and Limitations
Use this BMP for flat or moderately sloping (< 15% slope)surfaces such as driveways, sports courts,
patios, roofs without gutters, lawns, pastures;or any situation where concentration of flows can be
avoided.
Design Guidelines
• See Figure V-3.2:Sheet Flow Dispersion for Driveways for details for driveways.
• See BMP T5.10B: Downspout Dispersion Systems for dispersion trench design criteria.
• Provide a 2-foot-wide transition zone to discourage channeling between the edge of the
impervious surface (or building eaves)and the downslope vegetation.This transition zone may
consist of an extension of subgrade material(crushed rock), modular pavement, drain rock,or
other material acceptable to the Local Plan Approval Authority.
• Provide a 10-foot-wide vegetated buffer for up to 20 feet of width of paved or impervious
surface. Provide an additional 10 feet of vegetated buffer width for each additional 20 feet of
impervious surface width or fraction thereof. For example, if a driveway is 30 feet wide and 60
feet long provide a 20-foot wide by 60-foot long vegetated buffer,with a 2-foot by 60-foot
transition zone.
• The design must not result in erosion or flooding of downstream properties.
1
• Runoff discharge toward landslide hazard areas must be evaluated by a geotechnical engineer or
a qualified geologist. Do not allow sheet flow on or above slopes greater than 20%,or above
erosion hazard areas, without evaluation by a geotechnical engineer or qualified geologist and
approval by the Local Plan Approval Authority.
• For sites with septic systems, the discharge area must be ten feet downgradient of the drainfield
primary and reserve areas(WAC 246-272A-0210). A Local Plan Approval Authority may waive
this requirement if site topography clearly prohibits flows from intersecting the drainfield.
2
Figure V-3.2: Sheet Flow Dispersion for Driveways
ISource:King County Department >
of Natural Resources,1998 ' a m
a* `i' 1 ,
J l LocateROWif draindri 25'veway 4 from m
I( rn P
i slopes toward street 1cr to
700 sq.ft.max.between berms/ i
-\
1
ril
Drfvvway ., 1 1
2 4" 3bpe 1
6'min —0.-1 i
xs f +:.:7--.4 =-s_-3 9 \ 1
icy -"_ _
x:1
I Berm Detail /i- ' f Diagonal
l25'vegetated berm with 25'
/ flowpath dispersion I
/ / trench / I
Plan
Driveway Dispersion Trench
Driveway Slope Varies and Slopes Toward Street
I
I 1
/ ro I
/ / 1
/ t i
Max.2%I Driveway 1 i Il
cross slope `Slope
------ �/
25' 1
/
l
Plan / �N'6v �` �.
Sheet Flow Dispersion from a Driveway �qs- �y`- 1
l. NOT TO SCALE
Flat to Moderately Sloping Driveways
4\ "C' 5. `:
011 Sheet Flow Dispersion for Driveways
G /6i q Revised December 2016
DEPARTMENT OF, I r L-
ECOLOGY
i Please see http://www.ecywa.gov/copyrighthtml for copyright notice including permissions,
State of Washington limitation of liability,and disclaimer.
2019 Stormwater Management Manual for Western Washington
Volume V-Chapter 3-Page 694
Option 2: BMP T5.11: Concentrated Flow Dispersion
Dispersion of concentrated flows from driveways or other pavement through a vegetated pervious area
attenuates peak flows by slowing entry of the runoff into the conveyance system,allowing for some
infiltration, and providing some water quality benefits.
Applications and Limitations
• Use this BMP in any situation where concentrated flow can be dispersed through vegetation.
• Figure V-3.1:Typical Concentrated Flow Dispersion for Steep Driveways shows two possible
ways of spreading flows from steep driveways.
Design Guidelines
• Maintain a vegetated flow path of at least 25 feet between the discharge point and any property
line,structure,steep slope,stream,wetland, lake, or other impervious surface.
o If the vegetated flow path is 25-50 ft,the design must include a dispersion trench prior
to discharge over the vegetated flow path.
o If the vegetated flow path is 50 ft or more,the design may use either a dispersion trench
or a pad of crushed rock(as described below) prior to discharge over the vegetated flow
path.
• A maximum of 700 square feet of impervious area may drain to each concentrated flow
dispersion BMP.
• Provide a pad of crushed rock(a minimum of 2 feet wide by 3 feet long by 6 inches deep)at
each discharge point.
• See BMP T5.10B: Downspout Dispersion Systems for dispersion trench design criteria.
• No erosion or flooding of downstream properties may result.
• Runoff discharged towards landslide hazard areas must be evaluated by a geotechnical engineer
or qualified geologist. Do not place the discharge point on or above slopes greater than 20%, or
above erosion hazard areas,without assessment by a geotechnical engineer or qualified
geologist and approval by the Local Plan Approval Authority.
• For sites with septic systems, the discharge point must be ten feet downgradient of the
drainfield primary and reserve areas(WAC 246-272A-0210).A Local Plan Approval Authority
may waive this requirement if site topography clearly prohibits flows from intersecting the
drainfield.
4
Figure V-3.1: Typical Concentrated Flow Dispersion for Steep
Driveways
NOT TO SCALE i o h i"i
la
1 i i II
I + i il6
I I + Locate drain 25' L
1 i from ROW if
2-4' ! i
J 700 sq.fl max between berms driveway sloped
toward street
�-+- 6'min —� - diagonal ---
Dorms I
Berm Detail driveway _ 1
s
-‹ ,+ _ I
•41crushed / i / 1"':"_ :: t -_
rock pad ' 7 /o -• -:."E 1
I
,' -0- I i
ihy
IPlan dispersion t t
Steep Driveway with trench 25 ft
Diagonal Berms vegetated
flowpath
r ! a i I'`
igi' v'' N I I
P i
/ Locate drain 25'from I o I
/ ROW if driveway I ;
1 r Slopes toward street IX I
700 sq ft max between drains 1 I
I / i
sbtted
1 drains 1
Plan I driveway '
Wope i
Steep Driveway with j` =; /
Slotted Drains /,, / sv • +i -= _ . , f
+ I
crushed - I °+sA,0" i5 , --=_II
rock pad 1 d45 a,j•, :? ------ 1
1 1 11
1 dispersion 25 R vegetated I \\
1 trench towpath
MI ' .
1 M `-1 S , I l
Typical Concentrated Flow Dispersion for .
DEPARTMENT OFi Steep Driveways
ECOLOGY'
Revised May 2019
� ��q
State of Washington! ,�___ _ _--._._
2019 Stormwater Management Manual for Western Washington
Volume V-Chapter 3-Page 691
Figure V-4.2: Alternative Downspout Infiltration Trench System for
Coarse Sand and Gravel — _
0
r
r
'r
f
1
from roof
r
r
r
1
I
r
'I
', (I
� I
grass ��'�
overflow I
1�C 6"min.I I '
I I 1g"min
tYz" �a"
washed rock .t I
-+— 2'min —wt.. 15'min --- 'I
I,i
Note:Same length dimensions and site ('
limitations as typical system
II .
i
NOT TO SCALE I
r �. l0A
11611 Alternative Downspout Infiltration Trench
System for Coarse Sand and Gravel
Revised June 2016
DEPARTMENT OF
ECOLOGY 1 Please see http://www.ecywa gov/copyright.html for copyright notice including permissions,
State of Washington limitation of liability.and disclaimer
i —
2019 Stormwater Management Manual for Western Washington
Volume V-Chapter 4-Page 710
•
Figure V-4.4: Typical Downspout Dispersion Trench
level outlet
.a��e•iN�eat,��i'
• �_• t • ' Ali
,ir1� ' �*-�
6"min !.!e sS4 '�:?
18"min !:i�0;a�a,�`+�e_._
Ste •. :14 4"pert pipe
al' _
•
— 24"min --ao-1 washed rock
Trench X-Section
small catch basin or
yard drain
slope
2'x 10'
level trenches
<700 sq.ft.
1CS
700 s4 ft. /—TyPe
standard dispersion (j
trench w/notched grade
board length 10'per 700 !j
sq ft.of roof area
li
Plan View of Roof
Source'King County Department of Natural Resources,1998 NOT TO SCALE it
Typical Downspout Dispersion Trench
Revised December 2016
DEPARTMENT OF. -rc iok fiNt_ tj l�fr•-f�
ECOLOGY
Please see http.-/Avwwecywa.gov/copyrighthtml for copyright notice including permissions,
State of Washington! limitation of liability,and disclaimer
2019 Stormwater Management Manual for Western Washington
Volume V-Chapter 4-Page 715
Figure V-4.1: Typical Downspout Infiltration Trench
V
r
Plan View
4"rigid or 6"flexible roof
perforated pipe f drain
I I /l
) --"c
,_ sump w/solid lid
infiltration trench
roof drain /
r
overflow
Profile View 4"rigid or6"flexible splash block
A perforated pipe CB sump
w/solid lid
6
6..
12" washed rock 1 Y2"-3/a" .fit� 1.--i=!.;..; + 1'min
T ______
min
_ /k fine mesh screen t
-+ /"l varies __ f-'
-4- 10'min. - 5'min. -.-
Section A-A filter fabric
compacted backfill
6"
24" 'v`-''4.'.j�.w 4"rigid or 6"flexible
:67.4oPir.���!i i/
+ ;i� .-4lSs perforated pipe
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DEPARTMENT OF
ECOLOGY Please see http://www.ecy.wa.gov/copyright.html for copyright notice including permissions,
State of Washington limitation of liabiity,and disclaimer.
2019 Stormwater Management Manual for Western Washington
Volume V-Chapter 4-Page 709
EXHIBIT H
When recorded please return to:
Jefferson County Department of Public Works
623 Sheridan Street
Port Townsend, WA 98368
ROAD & STORMWATER MAINTENANCE & NO PROTEST AGREEMENT
Grantor/Owner: Li Ying Li Revocable Living Trust
Grantee: Jefferson County, a political subdivision of the state of Washington
Reference: RAP202022-2027
Abbrev. Legal: Lots 17, 18, 19 & 20 Block 73, Irondale Div. # 2, as per plats of
Jefferson County
Parcel No.: 961807311 & 961807314
This ROAD AND STORMWATER MAINTENANCE AND NO PROTEST AGREEMENT
("this Agreement") is made and effective as of the date of the last signature below by Li Ying Li,
trustee ("Grantor") and Jefferson County, a political subdivision of the state of Washington
("Grantee" or"County").
1.0 RECITALS
1.1 Grantor is the owner of certain real property located within Section 34, Township
30 North, Range 1 West, W.M., Jefferson County, Washington, legally described
as follows: Lots 17, 18, 19 and 20, Block 73, Irondale Division Number 2, as per
plats of Jefferson County; also known as Assessor's Parcel Numbers 961807311
and 961807314, and referred to in this Agreement as "the Property."
1.2 Grantor has applied for permission from the County to open the portion of platted
W. Maude St. right-of-way abutting the Property (Permit RAP2022-00027).
1.3 In consideration of the County granting permission to open the subject right-of-
way, Grantor agrees to maintain the road and any stormwater improvements
constructed by Grantor within the right-of-way at their expense. The road and
ROAD& STORM WATER MAINTENANCE AND NO PROTEST AGREEMENT Page 1 of 5
associated stormwater improvements are described and shown on approved
construction drawings on file with the Jefferson County Public Works.
1.4 In consideration of the County granting permission for Grantor to construct a road
to less than current County road standards, Grantor voluntarily agrees to enter into
a No Protest Agreement, thereby waiving their right to object to formation of a
future Road Improvement District or similar pro-rata cost-sharing mechanism.
2.0 ROAD & STORMWATER MAINTENANCE AGREEMENT
2.1 Grantor agrees to maintain, at their expense, road and stormwater improvements,
as constructed under the approved construction drawings for RAP2022-00027 in
such a manner as to ensure the facilities' continued functionality and to prevent
damage to any other property.
2.2 Nothing in this Agreement prohibits Grantor from seeking contribution from other
road users for the maintenance, improvement, or replacement of the road or
associated stormwater improvements.
2.3 No part of the road and/or stormwater improvements shall be dismantled, altered,
or removed except as permitted in writing by Jefferson County.
2.4 Grantor, as their free and voluntary act, accepts and assumes all risks 'of loss or
damage arising out of the conditions described herein, and further agrees to
relieve and hold harmless the County, its officers, agents, and employees, of any
liability for approval of the Open Right-of-Way Permit RAP2022-00027 or the
standards approved for construction of facilities under that permit.
3.0 NO PROTEST AGREEMENT
3.1 Grantor covenants and agrees that at any time a Road Improvement District
(RID), or any other pro rata cost-sharing mechanism is formed for the purpose of
constructing and/or improving the rights-of-way in an improvement area which
includes Grantor's Property and the right-of-way subject to this Agreement,
Grantor waives their right to protest the establishment of said RID or similar cost-
sharing mechanism. Grantor's waiver of right to protest applies whether the
formation of the RID or similar cost-sharing mechanism is proposed by petition or
by resolution of the Board of County Commissioners.
3.2 By executing this No Protest Agreement, Grantor does not waive their right to
object to Grantor's individual assessment or to appeal to the superior court the
ROAD&STORMWATER MAINTENANCE AND NO PROTEST AGREEMENT Page 2 of 5
County decision affirming the final assessment roll as permitted, and in
accordance with, Chapter 36.88 RCW.
3.3 The parties acknowledge that this No Protest Agreement is intended to waive
certain rights of Grantor. Grantor warrants and represents that they have had
representation by legal counsel and/or have had an adequate opportunity to be
represented by legal counsel prior to executing this Agreement.
3.4 Term. The term of this No Protest Agreement shall be ten (10) years as limited
under RCW 36.88.072.
4.0 MISCELLANEOUS PROVISIONS
4.1 Covenants run with the land. The rights, obligations and covenants contained in
this Agreement shall run with the land and shall be binding upon Grantor, their
heirs, personal representatives, successors and assigns.
4.2 Dispute Resolution. If a dispute arises between the parties to this Agreement
regarding the road and stormwater improvements constructed under RAP2022-
00027, Grantor shall attempt to negotiate an appropriate resolution with the
County, which shall be represented by the Jefferson County Engineer. If the
dispute cannot be resolved at that administrative level, Grantor may file an appeal
with the Jefferson County Hearing Examiner as provided for in the Jefferson
County Unified Development Code.
4.3 Enforcement. This Agreement may be enforced by the County in law or equity
against Grantor.
4.4 Attorney Fees. In the event any action is brought to enforce the terms of this
Agreement, the prevailing party shall be entitled to recover its reasonable attorney
fees and costs.
4.5 Recording. Upon execution by all signatories of this Agreement, the Grantor
shall record this document with the Jefferson County Auditor, at Grantor's
expense. A copy of the recorded document shall be forwarded to the Grantee.
4.6 Effective Date. This Agreement shall be effective as of the date of the final
signature below.
[Signatures on following pages]
ROAD& STORM WATER MAINTENANCE AND NO PROTEST AGREEMENT Page 3 of 5
GRANTOR/OWNER:
DATED this day of , 2025.
Li Ying Li, Grantor
State of Washington
County of Jefferson
This record was acknowledged before me on , by Li Ying Li.
Notary Public in and for the State of Washington
My Commission Expires
ROAD& STORM WATER MAINTENANCE AND NO PROTEST AGREEMENT Page 4 of 5
GRANTEE:
DATED this day of , 2025.
Accepted and approved
Jefferson County
Department of Public Works
By:
Monte Reinders
County Engineer/Public Works Director
State of Washington
County of Jefferson
This record was acknowledged before me on ,by Monte
Reinders as the County Engineer/Public Works Director for Jefferson County, Washington.
Notary Public in and for the State of Washington
My Commission Expires
ROAD& STORM WATER MAINTENANCE AND NO PROTEST AGREEMENT Page 5 of 5
EXHIBIT I