HomeMy WebLinkAboutCONSENT Chimacum Confluence <� 615 Sheridan Street
Port Townsend, WA 98368
�e�Mon www.JeffersonCountyPublicHealth.org
Public He Consent Agenda
JEFFERSON COUNTY
BOARD OF COUNTY COMMISSIONERS
AGENDA REQUEST
TO: Board of County Commissioners
Mark McCauley, County Administrator
FROM: Pinky Mingo, Environmental Public Health Director
Tami Pokorny, Natural Resources Program Coordinator
DATE: r A", 2421-1
SUBJECT: Agenda Item — Evren Northwest, Inc.: Chimacum Confluence Project Add'I
Phase II Environmental Site Assessment and Groundwater Wells and
Monitoring, Amendment 6; June 6, 2022 — December 31, 2025: additional
$50,079.40 for a total of $104,715.70
STATEMENT OF ISSUE:
Jefferson County Public Health (JCPH) requests approval of Amendment 6 to the Professional Services
Agreement with Evren Northwest, Inc. (Evren) for the Chimacum Confluence Project Add'I Phase II
Environmental Site Assessment, Groundwater Wells and Monitoring; June 6, 2022 — December 31, 2025;
additional $50,079.40.
ANALYSIS/STRATEGIC GOALS/PROS and CONS:
In collaboration with JCPH and the WA Department of Ecology, Evren developed and completed a required
work plan (Amendment 5) for the expansion of the Phase II Environmental Site Assessment (ESA) area,
additional surface soil sampling, installation of three shallow groundwater monitoring wells, and quarterly
water sampling and analysis for one year. Amendment 6 will complete the work described in the work plan,
which complements previous site investigations for the Chimacum Confluence project on a portion of a parcel
located at 890 Old Hadlock Road. Amendment 6 will also extend the period of performance in order to
complete the first round of quarterly groundwater monitoring from the new wells. The budget allowed is
increased not to exceed $104,715.70 without an express written modification of the Agreement signed by the
County. This change represents an increase of $50,079.40 and a 12-month extension of the agreement with
Evren.
FISCAL IMPACT/COST BENEFIT ANALYSIS:
Funding to support the first round of water sampling and analysis (only) and other elements of the work plan is
provided by Agreement No. TCPIPG-2123-JeCoPH-00039 with the Washington Department of Ecology. There is
no match requirement. Funding to support three more rounds of water sampling and analyses is available from
Foundation of Public Health.
Community Health
Developmental Disabilities Environmental Public Health
360-385-9400 360-385-9444
360-385-9401 (f) (f) 360-379-4487
W Q-22-016-A 6 Always working for a safer and healthier community
RECOMMENDATION:
JCPH Management recommends BOCC signature for Amendment 6 of the Professional Services Agreement with
Evren for the Chimacum Confluence Project Phase I and II ESAs; June 6, 2022 — December 31, 2025;
additional $50,079.40 for a total of $104,715.70.
REVIEWED BY:
A&-,�1� f
Mark McCauley, o my Administrator Date
Community Health Environmental Public Health
Developmental Disabilities 360-385-9444
360-385-9400 Always working for a safer and healthier community (f) 360-379-4487
360-385-9401 (f)
CONTRACT REVIEW FORM Clear Form
(INSTRUCTIONS ARE ON THE NEXT PAGE)
CONTRACT WITH: Evren Northwest, Inc. Contract No: WQ-22-016-A6
Contract For: Chimacum Confluence Environmental Site Assessment Term: 6/6/2022 -6/30/2025
COUNTY DEPARTMENT: Environmental Health
Contact Person: Tam!Pokorny
Contact Phone: x498
Contact email: tpokorny@co.jefferson.wa.us
AMOUNT: Add'I$50,079.40 for a total of$104,715.70 PROCESS: Exempt from Bid Process
Revenue: Cooperative Purchase
Expenditure: $50,079.40 Competitive Sealed Bid
Matching Funds Required: Small Works Roster
Sources(s) of Matching Funds Vendor List Bid
Fund # 128 RFP or RFQ
Munis Org/Obj 12855310 Other:
APPROVAL STEPS:
STEP 1: DEPARTMENT CERTIFIES COMPLI' CE WO" 3.55.080 AND CHAPTER 42.23 RCW.
CERTIFIED: F N/A:® -.- = Nov. 8, 2024
Signature Date
STEP 2: DEPARTMENT CERTIFIES THE PERSON PROPOSED FOR CONTRACTING WITH THE
COUNTY (CONTRACTOR) HAS NOT BEEN DEBARRED BY ANY FEDERAL, STATE, OR LOCAL
AGENCY.
CERTIFIED: N/A: ® �• Nov. 8, 2024
gn e Date
STEP 3: RISK MANAGEMENT REVIEW(will be added electronically through Laserfiche):
Electronically approved by Risk Management on 11/15/2024.
Amendment adding additional funding.
STEP 4: PROSECUTING ATTORNEY REVIEW(will be added electronically through Laserfiche):
Electronically approved as to form by PAO on 11/15/2024.
Standard amendment language. Amendment No. 6 for funding only. All
prior amendments and original agreement attached.
STEP 5: DEPARTMENT MAKES REVISIONS & RESUBMITS TO RISK MANAGEMENT AND
PROSECUTING ATTORNEY(IF REQUIRED).
STEP 6: CONTRACTOR SIGNS
STEP 7: SUBMIT TO BOCC FOR APPROVAL
1
Contract Amendment#6
Between
Evren Northwest,Inc.
And
Jefferson County Public Health
Chimacum Confluence Project
WHEREAS, Evren Northwest, Inc. (Subcontractor) and Jefferson County (County) entered into an
agreement on June 6,2022 for Professional Services. These services are to be provided by conducting
Phase I and Phase II Environmental Site Assessments for approximately two acres of the property
located at 890 Old Hadlock Road in Port Hadlock (APN 901 112 013); and
WHEREAS, on September 26, 2024, a work plan for additional site investigations was completed and
approved by the Washington Department of Ecology; and
WHEREAS,the work plan includes an additional Phase 11 Environmental Site Assessment to fill a gap
for the lowland portion of the property and additional soil sampling; and
WHEREAS, in order to determine the level of contamination of shallow groundwater on the site and
the direction of flow, the installation of three shallow wells is necessary; and
WHEREAS,existing funding will provide for quarterly groundwater sampling and analysis for one
year; and
WHEREAS,the parties desire to amend the terms of that agreement; therefore
IT IS AGREED BETWEEN BOTH PARTIES AS NAMED HEREIN AS FOLLOWS:
1. The term of the above-referenced agreement is extended to December 31, 2025.
2. Work performed between September 1, 2024 and the execution of this amendment that is
consistent with the provisions of the Agreement is hereby ratified.
3. Item 4a. of the Professional Services Agreement, "Payment", shall now read, "Payment
for the work performed by Contractor shall be made as provided on Exhibit "B" attached
to Amendment 6, provided that the total amount of payment to Contractor shall not
exceed $104,715.70 without express written modification of the Agreement signed by the
County."This change represents an additional increase of$50,079.40 over the original
not to exceed amount of$54,636.30, to total $104,715.70.
4. The additional Scope of Work for this amendment is described in the work plan, attached
as Exhibit"A".
5. All other terms and conditions of the agreement will remain the same.
(SIGNATURES FOLLOW ON THE NEXT PAGE)
WQ-22-016-A6
SIGNATURE PAGE
APPROVED AND ADOPTED this day of , 2024.
JEFFERSON COUNTY WASHINGTON EVREN NORTHWEST, INC.
Board of County Commissioners
Jefferson County, Washington
By. l
By: ig ure
Kate Dean, Chair \I
SEAL: Name:
Title: AD��I l:y�yi/o,•�wt.tr��Q �c,+��iSd'
Date:
ATTEST:
Carolyn Gallaway,
Clerk of the Board
Approved as to form only:
for 11/15/2024
Philip C. Hunsucker, Date
Chief Civil Deputy Prosecuting Attorney
2
EXHIBIT A: Scope of Work
See "Work Plan Addendum: Additional Site Investigation"to follow.
3
Work Plan Addendum:
Additional Site Investigation
Chimacum Confluence
890 Old Hadlock Road
Port Hadlock, Washington
Facility/Site ID: 9412888
Cleanup Site ID No.: 1559
Prepared for:
Jefferson County Public Health
Attn: Tami Pokorny, Natural Resources Program Coordinator
615 Sheridan Street
Port Townsend, Washington 98368
Prepared by:
EVRINNOR ISTOYT _=
environmentat natural resource consultants
Offices in Portland and Bend,Oregon
P.O. Box 14488, Portland, Oregon 97293
T. 503-452-5561/ E. ENW@EVREN-NW.COM
Project No. 1643-22001-03
Contents
1.0 INTRODUCTION.......................................................................................................1
2.0 BACKGROUND AND OBJECTIVES ........................................................................1
3.0 Proposed Scope of Work........................................................................................2
3.1 Surface Soil Sampling, Additional Site Area..............................................2
3.2 Discrete Grab Soil Sampling.......................................................................2
3.3 Ground Water Monitoring Well Installation and Sampling........................3
3.4 Report Preparation.......................................................................................3
4.0 METHODS AND PROCEDURES..............................................................................3
4.1 Geophysical Survey.....................................................................................3
4.2 Incremental Sampling Method ....................................................................3
4.2.1 Increment Sampling Locations and Depths (Surface Soil)............4
4.3 Discrete Soil Sampling ................................................................................4
4.4 Ground Water Monitoring and Sampling....................................................5
4.4.1 Drilling and Soil Assessment..........................................................5
4.4.2 Monitoring Well Construction..........................................................6
4.4.3 Well Survey.......................................................................................6
4.4.4 Monitoring Well Development.........................................................6
4.4.5 Monitoring Well Purging ..................................................................7
4.4.6 Monitoring Well Sampling................................................................8
4.5 Laboratory Preparation and Analyses........................................................9
4.6 Decontamination Procedures....................................................................11
4.7 Equipment Calibration...............................................................................11
4.8 Investigation-Derived Waste Storage and Disposal ................................12
4.8.1 Soil Cuttings, and Cores................................................................12
4.8.2 Purge and Decontamination Water...............................................12
4.9 FIELD DOCUMENTATION..........................................................................12
4.10 Sample Transport and COC Procedures..................................................12
4.11 Quality Assurance Project Plan ................................................................13
5.0 Report Preparation................................................................................................14
6.0 Proposed Schedule...............................................................................................14
7.0 Certification............................................................................................................14
EVREN Northwest,Inc. i September 26,2024
Project No.1643-22001-03 Rev02
Chimacum Confluence,Port Hadlock, Washington Work Plan Addendum:Additional Site Investigation
Tables (in text)
3-1 Recommended Number of Soil Samples for Soil Stockpile Characterization
3-2 Proposed Analytical Plan
3-3 Analytical Protocol
Figures (after text)
1 Site Vicinity Map
2 Site Plan
3 Proposed Sample Location Diagram
EVREN Northwest,Inc. ii September 26,2024
Project No. 1643-22001-03 Rev02
Work Plan Addendum:
Additional Focused Site Investigation
Chimacum Confluence
890 Old Hadlock Road
Port Hadlock,Washington
1.0 INTRODUCTION
At the request of Jefferson County Public Health (JCPH, client), EVREN Northwest, Inc. (ENW) has
prepared this Work Plan Addendum to conduct additional environmental investigation of the above-
referenced subject property (Figures 1 and 2; subject site). Ongoing investigations have been
completed at the subject property in support of JCPH's acquisition of certain sub-parcels for a
conservation easement (Chimacum Confluence Project). The proposed investigation activities in this
work plan addendum are intended to fill data gaps from previous work and expand the environmental
assessment onto additional land to be acquired by JCPH.
The subject property is listed on Washington Department of Ecology's (Ecology's) cleanup site
database as Cleanup Site ID no. 1559 (Anderson Property Old Hadlock Road). The scope of work for
this addendum was developed in discussions between JCPH, ENW, and Ecology. The proposed
investigation in this work plan is designed to support state cleanup requirements of Ecology's Model
Toxics Control Act(MTCA),Chapter 70.105D RCW,and its implementing regulations,Chapter 173-340
Washington Administrative Code (WAC).
2.0 BACKGROUND AND OBJECTIVES
ENW's recent Focused Phase II Environmental Site Assessment (ESA) focused on assessment of the
original proposed 5.3-acre Chimacum Crossing property. This assessment found residual-range
organics (RRO) along with lower concentrations of polynuclear aromatic hydrocarbons (PAHs),
arsenic,total chromium and total lead in surface soil that exceeded Model Toxics Control Act(MTCA)
cleanup levels(CULs). Elevated concentrations of arsenic, barium,cadmium,and lead were also found
in reconnaissance ground water samples collected from the proposed acquisition site in exceedance
of MTCA CULs. These site impacts are believed to be the result of historical releases from a car
wrecking operation that has occupied the site since the 1970s.
In recent discussions with Ecology and JCPH,the following data gaps and/or proposed additional work
were identified:
• The additional area to be acquired by JCPH, located adjacent to the original 5.3-acre plot, had
the same historical land use, but was not investigated as part of ENW's Phase II ESA.
• During ENW's previous Phase II ESA, surface soil was assessed using Incremental Sampling
Methodology (ISM) to assess for the presence or absence of hazardous substance for due
diligence purposes. Only one of six decision units were sampled using discrete sampling
methods. Ecology does not allow use of composite samples for comparison to cleanup levels
under MTCA. Since JCPH is interested in pursuing regulatory closure, additional discrete soil
EVREN Northwest,Inc. 1 September 26,2024
Project No.1643-22001-03 Rev02
Chimacum Confluence,Port Hadlock, Washington Work Plan Addendum:Additional Site Investigation
sampling is required for five of the six previous decision units and for the new parcel to be
acquired.
• Due to the presence of total and dissolved metals in shallow ground water at the site,further
assessment of shallow ground water flow direction and seasonal changes in dissolved
constituent concentrations over time will be required for site characterization purposes.
3.0 Proposed Scope of Work
The following work is proposed to address the data gaps described above (Section 2.0). Proposed
work elements include additional surface soil sampling in the additional site area, additional discrete
surface soil sampling for characterization purposes, and ground water monitoring from permanent
ground water monitoring wells.
3.1 Surface Soil Sampling,Additional Site Area
ENW proposes surface soil sampling to screen for shallow petroleum-related contaminants and total
metals in soil in the newly expanded portion of the site in a manner consistent with how other
portions of the site were assessed.To obtain comprehensive surface soil data,one additional decision
unit will encompass the additional site area, shown as DU07 on Figure 3 and as described below.
• DU07—surface soils from the additional site area located next to the southeast quadrant
of the original area assessed in 2023.
Surface soil samples will be collected from DU07 using the ISM developed by the Interstate
Technology& Regulatory Council (ITRC).1
The ISM soil sample will be initially screened for the presence of total petroleum hydrocarbons and
analyzed for select total metals. If petroleum or elevated metals are detected,the appropriate follow
up analysis will be requested to quantify petroleum ranges present, petroleum-related constituents,
and leachable metals, consistent with investigation of the original parcel.
3.2 Discrete Grab Soil Sampling
To obtain surface soil data appropriate for comparison to MTCA cleanup levels, ENW proposes to
collect three discrete soil samples from six of the seven decision units across the property,specifically
DU01 through DU03, DU05 through DU07. Proposed locations within each decision unit will be
randomly selected in the field; however, discrete sample locations may be field-adjusted to include
areas more likely to be impacted based on observations and field screening.
Discrete soil samples will be collected as outlined in Section 4.3. In general, at least one shallow soil
sample will be collected from each sample location at an approximate depth of 0.5-feet depth bgs.
Shallow soil samples will be collected below any surface pavement structure such as asphalt and
concrete and their associated subgrade aggregate, if present. Deeper soil samples may be collected if
field-indications of soil impacts are suggested during surface soil sampling.
1 The Interstate Technology&Regulatory Council(ITRC).October 2020. Incremental Soil Sampling Methodology
(ISM) Update.
EVREN Northwest,Inc. 2 September 26,2024
Project No.1643-22001-03 Rev02
Chimacum Confluence,Port Hadlock, Washington Work Plan Addendum:Additional Site Investigation
3.3 Ground Water Monitoring Well Installation and Sampling
To assess shallow ground water conditions, ENW proposes to install three monitoring wells at
locations selected to assess ground water flow direction and to target impacts to the first-
encountered shallow ground water table.Ground water samples will be collected from the monitoring
wells quarterly for one year. Samples will be analyzed for total and dissolved Priority Pollutant 13
(PP13) metals with provisions to expand the analytical schedule as needed to identify all constituents
of Potential Concerns (COPCs) in ground water.
3.4 Report Preparation
The results of the work proposed above will be described in a report. At a minimum,the report will:
• Document investigative methods and procedures.
• Present pertinent information on maps, boring logs, and field sample data sheets.
• Present findings and conclusions of the field work;
• Include chain-of-custody records and analytical reports;
• Identify data gaps, if any.
During the course of this work, should results indicate a need for additional work, JCPH will be
consulted regarding proposed actions.
4.0 METHODS AND PROCEDURES
All work will be performed by employees and subcontractors trained and licensed to work with
hazardous materials. Prior to implementing this workplan addendum, written approval will be
obtained from JCPH. At least 48 hours prior to the start of drilling activities, One-Call Utility
Notification Service will be notified. In addition, a private underground utility locator will be
contracted to map subsurface utilities and clear proposed boring locations. Safety procedures will be
strictly enforced through the use of a Health and Safety Plan.
4.1 Geophysical Survey
A geophysical survey will be conducted in DU07(additional site area to be acquired by JCPH)to screen
for the presence of subsurface features of interest (e.g., underground storage tanks [USTs], septic
tanks,cesspools)and to provide borehole clearance prior to surface soil sampling and monitoring well
installation.
A general magnetic scan will be conducted across the entire site.Geophysical anomalies identified on
the site will be marked using flags or paint and further investigated utilizing a succession of
geophysical tools and physical means, as appropriate. Should subsurface features of interest be
identified, additional investigation (e.g., sample collection) may be warranted. The location of
geophysical anomalies will be recorded using hand-held global positioning system (GPS) equipment.
4.2 Incremental Sampling Method
ISM consists of collecting many small increments of soil (discrete soil increments)from a given DU and
compositing them into one larger sample.The relatively large soil sample is thoroughly homogenized
and subsampled in the laboratory. The resulting contaminant concentrations represent the average
concentration for the entire DU. This sampling procedure will minimize effects of heterogeneity
EVREN Northwest,Inc. 3 September 26,2024
Project No. 1643-22001-03 Rev02
Chimacum Confluence,Port Hadiock, Washington Work Plan Addendum:Additional Site Investigation
(micro scale and short scale) in the soil to provide a more accurate representation of contaminant
concentrations within each DU.Technology Regulatory Council'and State of Hawaii'guidance will be
followed.
4.2.1 Increment Sampling Locations and Depths (Surface Soil)
The decision unit boundary of DU07 is illustrated in Figure 3.The decision unit will be divided equally
into a grid pattern consisting of approximately 50 grids, where the soil incremental locations are
evenly spaced, and form a regular pattern across, or within the profile of the target area. Decision
unit DU07 will encompass the additional site area to the extent practicable.
Soil increments from decision unit DU07 will be collected between approximately 0 and 0.5 feet bgs.
Increments will be of equal mass and will be collected from the approximate center node of each
increment grid (grid-center systematic sampling), resulting in collection of 50 soil increments from
each DU. Increment locations and depths will be distributed evenly within the decision unit to ensure
that the entire decision unit population is equally represented in the final multi-increment sample
(see Figure 3).
Soil increments will be sampled with a stainless-steel push probe and/or hand auger. Wood debris
and gravel will be removed from each soil increment prior to combining in the laboratory-provided
sample container.
The location of incremental sub-samples will be recorded using hand-held GPS equipment.
4.3 Discrete Soil Sampling
For additional soil characterization purposes, at least three (3) discrete soil samples will be collected
from six of the seven decision units across the combined subject site, including five decision units from
the previous Phase II investigation (DU01-DU03, DU05 and DU06) and the additional decision unit
(DU07). Discrete sampling of DU04 was conducted previously, so no discrete samples are planned
within DU04 at this time. However, additional discrete samples may be collected, if warranted, based
on field observations.
Discrete surface soil samples will be collected from random locations, or any soil that appears
impacted based on field indications (e.g., staining, odor, and/or elevated PID response). At decision
unit DU06 (stockpiled soil), a discrete soil sample will be collected from soils present in the top,
middle, and bottom portion of the soil stockpile per state guidance.3
Discrete samples will be submitted to the laboratory for laboratory analysis as presented in Section
4.5.The location of each discrete soil sample will be recorded using hand-held GPS equipment.
Z State of Hawaii Department of Health, July 2021. Characterization of Decision Units.
https://health.hawaii.gov/heer/tgm/section-04/#4.2.5
3 Washington Department of Ecology. Guidance for Remediation of Petroleum Contaminated Sites. Toxics
Cleanup Program, Publication No. 10-09-057. Revised June 2016.
EVREN Northwest,Inc. 4 September 26,2024
Project No.1643-22001-03 Rev02
Chimacum Confluence,Port Hadiock, Washington Work Plan Addendum:Additional Site Investigation
4.4 Ground Water Monitoring and Sampling
Ground water monitoring wells MW01 through MW03 are proposed at the locations illustrated on
Figure 3. Proposed monitoring well locations, rationale, and construction are summarized on Table 4-
1.
Monitoring well MW01 will be located in the additional area (within DU07), which represents the
southeast quadrant of the combined area to be acquired byJCPH. Monitoring wells MW02 and MW03
will be placed on the original area assessed in 2023, within previous decision units DU04 (southwest
quadrant) and DU01 (northwest quadrant), respectively.
For ground water assessment purposes, initial ground water samples from well MW01 will be
analyzed for all constituents of interest (COls), consistent with the sampling schedule applied to
previous reconnaissance ground water samples during the 2023 Focused Phase II ESA. Subsequent
samples are anticipated to be analyzed for COPCs, as appropriate.
Table 4-1. Proposed Monitoring Well Locations,Rationale,and Construction
Well Inside Total Well Screened
Monitoring Location Rationale Dia. Depth Interval Anticipated Analytical
Well No. Scheduled
(inches) (feet) (feet bgs)
First Sample:
TPH
PP13 Metals(total,dissolved)
Across shallow vOCs
MW01 SE Quadrant(DU07) 2 10 Water Table PAHs
Subsequent Samples:
Ground Water Total and Dissolved PP13 Metals.
Characterization Other COPCs as appropriate.
Across shallow Total and Dissolved PP13 Metals.
MW02 SW Quadrant(DU04) 2 10 Other COPCs as appropriate(if
Water Table identified in MW01).
Across shallow Total and Dissolved PP13 Metals.
MW03 NE Quadrant(DU01) 2 10 Water Table Other COPCs as appropriate(if
identified in MW01).
4.4.1 Drilling and Soil Assessment
Three (3) two (2)-inch inside diameter (ID) ground water monitoring wells will be constructed at the
approximate locations illustrated on Figure 3 and described in Table 4-1. A call will be placed with
One-Call Utility Notification Center prior to all subsurface field work.
The ground water monitoring wells will be constructed in approximately 10-foot-deep boreholes
drilled with a 4-inch stainless-steel hand auger. All boring equipment will be decontaminated prior to
use.A variance from Ecology will be requested to install these wells using a hand auger,and to screen
them starting 2-feet bgs.
Soil cuttings will be collected continuously and examined for soil type and field evidence of impacts.
Vapor headspace readings will be collected using a photoionization detector (PID) to screen for the
presence of petroleum-related volatile organic constituents (VOCs). Soil lithology and screening
results will be recorded by the on-site Washington-licensed geologist onto boring logs.
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Chimacum Confluence,Port Hadlock, Washington Work Plan Addendum:Additional Site Investigation
Soil samples will be collected from zones indicated to be impacted based on field screening results.
Soil samples will not be collected if field screening does not identify impacts in the boring. Samples
for possible laboratory analysis will be collected and immediately placed in cooled storage until they
are delivered to F&BI of Seattle, Washington, following chain-of-custody protocol.
Soil will be described using appropriate geologic nomenclature and Unified Soil Classification System
to the extent practical. Information such as percentage of gravel, sand, and fines; particle size range,
shape, and angularity; will be estimated and recorded, as appropriate. In addition, the presence of
odors, staining, or other apparent field evidence of impacts will be documented.
The location of the well borings will be recorded using hand-held GPS equipment.
4.4.2 Monitoring Well Construction
Monitoring wells will be constructed by a well driller licensed to construct monitoring wells in
Washington. The wells will be constructed of 2-inch ID Schedule 40 polyvinyl chloride (PVC) blank
casing and screened across the first-encountered shallow ground water table; however, the exact
screening interval may be adjusted in the field by an ENW Geologist, based on lithologic observations
during drilling (no shallower than 2-feet bgs, is approved by variance). A filter sand pack consisting of
#10- 20 silica sand will be placed from the bottom of the borehole to at least one foot above the top
of the well screen. The remainder of the borehole will be backfilled with bentonite chips and sealed
at the surface with Portland Cement grout. The wells will be completed with above-ground
monuments with protective bollards.
4.4.3 Well Survey
The top-of-monument and top of casing (TOC) of each well will be surveyed to the nearest 0.01 feet
relative to mean sea level by a Washington Professional Surveyor.
4.4.4 Monitoring Well Development
Monitoring wells will be developed no sooner than 24 hours after installation. Prior to developing
monitoring wells,the following characteristics will be noted:
• PID in head space immediately upon opening well.
• Recorded depth to water and well completion depth to the nearest 0.01 ft.
• Total depth of monitoring wells with sounding to check for accumulated sediments at bottom.
Based on this information, the height of the water column and well volume in each well will
be calculated to determine minimum purge volume.
The well will be developed using a vented surge block. At a minimum,at least six(6)well volumes will
be purged during development of the well, and all purge water will be drummed onsite.
EVREN Northwest,Inc. 6 September 26,2024
Project No.1643-22001-03 Rev02
Chimacum Confluence,Port Hadlock, Washington Work Plan Addendum:Additional Site Investigation
Development purge will be monitored following removal of each casing volume of water to determine
if monitored parameters indicate development is complete.
• pH +/-0.1
• Temperature+/-0.1 °C
• Conductivity+/-3% µS/cm (microSiemens per centimeter)
• ORP (oxygen-reduction potential) +/- 10mV (millivolts)
• Turbidity+/- 10%
• DO (dissolved oxygen)+/-0.3 mg/L(milligrams per liter)
Development data will be recorded on a Well Development Form, and will include purge volumes,
time of beginning and termination of purging, and observations regarding color, turbidity,
temperature, specific conductance, pH, ORP, DO, turbidity, or other factors that may be important in
evaluation of water quality.
4.4.5 Monitoring Well Purging
Ground water samples will be collected from new monitoring wells MW01 through MW03 following
their development. Prior to purging,depth to water and well completion depth will be measured using
a water level indicator in all three (3) wells, after opening and allowing the wells to equilibrate with
atmospheric pressure.The depth to water will be recorded to the nearest 0.01 foot in all wells on the
sample collection form for ground water sampling.
The monitoring wells will be purged using dedicated polyethylene tubing and a peristaltic pump.
During purging,water-quality indicator parameters(pH,temperature, specific conductance,ORP,and
DO) will be monitored using a water quality parameter meter equipped with a flow-through cell and
recorded on a field sampling data sheet.
Generally,the following protocol will be followed:
• Calculate the volume of water in the monitoring well or the volume of one casing and record
on a Field Sampling Data Sheet (FSDS). For reference, the following formula is used to
calculate the well volume:
1 well volume (gallons)=rrr2h x 7.48 goV ft3,
where 7r=3.14, r=radius of well casing in feet, and h =height of water column from the
bottom of the well in feet.
• Slowly lower the tubing into the monitoring well until the intake end is centered in the
screened portion of the monitoring well.
• Measure the water level and record on the FSDS.
• Connect the discharge line from the peristaltic pump to a flow-through cell.
• Direct the discharge line from the flow-through cell to a container to contain the purge water
during the purging and sampling of the monitoring well.
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Chimacum Confluence,Port Hadlock, Washington Work Plan Addendum:Additional Site Investigation
• Initial pumping at a low flow rate (0.1 to 0.5 liters per minute [L/min])and slowly increase the
pumping rate. Check water level to ensure total drawdown is less than 10 cm (or 0.3 feet),
otherwise lower the pumping rate.
• Measure the discharge rate of the pump with a graduated cylinder and a stopwatch. Record
both depth to water and flow rate on FSDS every three (3) to five (5) minutes.
• Purge a minimum of one (1) tubing volume (including volume of water in pump and flow cell)
prior to recording water-quality indicator parameters (dissolved oxygen, specific electrical
conductance, pH, ORP and temperature). Note, ORP may not always be an appropriate
stabilization parameter, and will depend on site-specific conditions. However, readings will
be recorded as a double check for oxidizing conditions. The stabilization criterion is based on
three successive readings of water quality field parameters, as referenced below:
o pH +/-0.1
o Temperature +/-0.1°C
o Conductivity+/-3% µS/cm
o ORP+/- 10mV
o Turbidity+/- 10%
o DO +/- 10%
4.4.6 Monitoring Well Sampling
Ground water well sampling will begin immediately following purging, or as soon as enough water is
available for sampling. Ground water samples will be collected using a decontaminated peristaltic
pump with dedicated polyethylene tubing. To prevent degassing during sampling, the pumping rate
will be adjusted to approximately 100 milliliters per minute (mL/min). Clean Nitrile gloves will be
worn when collecting each sample.
Sample data will be recorded on the FSDS, including sample number and time collected, and the
observed physical characteristics of the sample (e.g., color, visual turbidity, etc.) and other data that
may be important in the evaluation of sample quality. The water sample will be discharged slowly
and carefully into laboratory-supplied containers. Volatile organic analysis (VOA) containers will be
filled to prevent aeration and so that no headspace remains. VOA sample containers will be checked
for air bubbles by turning the bottle upside down, tapping it lightly to make air bubbles move to the
bottom of the sample VOA. If air bubbles are observed in any of the VOAs, the container will be re-
topped off with fresh sample (refilled, once only, or a new container used).
The samples will be labeled as follows:
• Sample Designation, or Identification
• Location
• Date and time of collection
• Medium
EVREN Northwest,Inc. 8 September 26,2024
Project No.1643-22001-03 Rev02
Chimacum Confluence,Port Hadlock, Washington Work Plan Addendum:Additional Site Investigation
• Project number
• Name of sampler(s)
• Analysis required
• Preservation (if applicable).
Samples will be immediately placed in cooled storage until they are delivered to Friedman & Bruya,
Inc. (F&BI)of Seattle,Washington. The samples will be analyzed according to the Analysis Plan shown
in Table 4-2, below. Sample containers, preservatives, and holding times for each analytical method
are provided on Table 4-3. Chain-of-custody protocols will be followed. All sampling will be
conducted in accordance with the appropriate provisions of the project Health and Safety Plan(HASP).
4.5 Laboratory Preparation and Analyses
All laboratory subsampling and sample preparations will be conducted in accordance with ITRC
protocols (air dried, sieved, subsampled, and composited). The ISM-compliant sub-sampling and
compositing standard operating procedure prepared by Friedman & Bruya, Inc. (F&BI) of Seattle,
Washington, is included as an Attachment.
All soil and reconnaissance ground water samples will be analyzed according to the Analysis Plan
shown in Table 4-2, below.The laboratory will be requested to provide all gas chromatograms as part
of the laboratory report and to archive all samples for up to one year. Sample containers,
preservatives, and holding times for each analytical method are provided on Table 4-3.
EVREN Northwest,Inc. 9 September 26,2024
Project No. 1643-22001-03 Rev02
Chimacum Confluence,Port Hadlock, Washington Work Plan Addendum:Additional Site Investigation
Table 4-2. Proposed Analysis Plan
Analytical Constituents Soil Ground Water
Method
NWTPH-HCID Total Petroleum Hydrocarbon All -
Identification (HCID)
Total Petroleum Hydrocarbons (TPH) Samples containing MW01(initial
NWTPH-Gx quantification — Gasoline-Range Organics GRO by HCID round)
(GRO)
Total Petroleum Hydrocarbons (TPH)
NWTPH-Dx quantification — Diesel-Range Organics Samples containing MWO1(initial
(DRO) and Residual (Oil)-Range Organics DRO or RRO by HCID round)
(RRO)
Priority Pollutant 13 (PP13) Metals
Metals (antimony, arsenic, beryllium, cadmium,
All All
(EPA 60206) chromium, copper, lead, mercury, nickel
selenium,silver,thallium, zinc)
Samples with
detection of
petroleum
hydrocarbons will be
further analyzed for
VOCs appropriate for
VOCs the range of
(EPA Volatile organic constituents: petroleum MW01(initial
5032\8260B) hydrocarbons round)
detected,following
MTCA guidance.
Samples with field
indications of VOC
impacts(PID>20
ppmv)
Carcinogenic Polynuclear Aromatic
Hydrocarbons and naphthalenes
• Benz(a)pyrene
• Benz(a)anthracene
• Benzo(b)fluoranthene Samples with Select samples if
PAHs . Benzo(k)fluoranthene
(EPA 8270C SIM) detections of DRO DRO and/or RRO
• Chrysene and/or RRO is detected.
• Dibenz[a,h)anthracene
• Indeno[1,2,3-cd)pyrene
• Naphthalene
• 1-and 2-methylnaphthalene
PCBs Polychlorinated biphenyls (PCBs) (as Samples with Samples with
(EPA 8082-SIM) I Aroclors) detection of RRO detection of RRO
EPA=U.S.Environmental Protection Agency
EVREN Northwest,Inc. 10 September 26,2024
Project No. 1643-22001-03 Rev02
Chimacum Confluence,Port Hadiock, Washington Work Plan Addendum:Additional Site Investigation
Table 4-3.Analytical Protocol
Analyte(s) Analytical Method Container and preservative Holding time Preservation
Soil:
.............................................-..................................................__............................_......................... ......................................._._..........-------------...............-----------....................._.....................................
Fine-grained soil:
Laboratory pre-tared polyethylene syringes
OCS EPA Methods 1-day until frozen,14-Ice/Methanol
8260/8021/8010/5035A Coarse-grained soil: days until analysis
4-oz Clear wide mouth glass, minimum
headspace
8-oz Clear wide mouth glass, zero or
GRO NWTPH-Gx minimum headspace; soil VOA bottles with 14-days* ice
Teflon coated septum lined tops.
.............--------...------------....................................................... .._....................................................................... ........ ...........................------------•--....._...._...__.____...............
DRO NWTPH-Dx/Dx Ext. 8-oz Clear wide mouth glass, zero or 14-days* ice
minimum headspace
.............-.............................__-------------------------------------------------...._----._.-._................................. ........................_-...-.-•---------•----..........---........_._.._._._......._.._..._--------..........
Total PP13 Metals EPA Method 60201200.8 4-oz Clear wide mouth glass, minimum 14-days Ice
headspace y
.............................................—......................................................................_...........................................................................................................................................................................................................
Methanol (or
VOCs EPA Method 5035 Closed system purge and trap; pre-weighed 14-days* suitable water-
40mL VOA vile; miscible organic
............................_......_.--...--...............................................................-.—._---._...............----...-.........................._. .._................. solventL__
PAHs EPA Method 8270 4-oz Clear wide mouth glass, minimum 14-days Ice
headspace y
........ - ......................__.__._...--•--................----.......................---..........._.---- --- ........_........................................-----------_....._.................__..._...__-•----------------.............._..................
PCBs EPA 8082 2.5-oz(discrete)or 1-gallon(ISM) 14-days Ice
EPA 1668 clear wide mouth glass
....... ------•-----•....................._................--- -..........................------........._...............-- -.-- . ...............__......................----------------..........................---........._........- - -----.....-...........
Ground Water:
.................. ................_.........................................................................-....---------------------------....... --....................---------------------------................................ ...........................................-.........
VOCs EPA Method 8260 40-ml Teflon cap VOA containers, no 14-days Ice&HCI
headspace
GRO NWTPH-Gx 40-ml Teflon cap VOA containers, no 14-days Ice&HCI
headspace
-----.......--......-...-------.....-............__..._._._._..._.._....... ..._._....... ...............................---...._........................._..__......................_..-------...................-•-----...-...........
DRO° NWTPH-Dx/Dx Ext. 1 Liter amber bottle 14-days Ice&HCI
---------•.....................-....----............................................................-••--_-_...................................................__-_...•••-•---------------------•--•-•------......._.............._•._....._..._........._
VOCs
EPA Method 8260C 3 x 40-mL VOA vial 14 Ice, HCI
...-.........................................-........................................................................._....................................................................................................................................--•---.._........----...... . ............-----
PAHs EPA Method 8270 1-L Amber glass bottle with Teflon-lined cap 14-days Ice
............_-------......................-........................................................................._.............................................................................................-----------------....................------------------•-----------------................-••_._......
Total PP13 Metals EPA Method 6020/200.8 250 ml polyethylene bottles 30-days Ice
4.6 Decontamination Procedures
Before collecting any sample, collection tools will be decontaminated by using a sequential wash of
Alconox° solution, rinsed in tap water from a known source (e.g., municipal water), and subjected to
a final rinse with distilled water. Wash and rinse liquids will be changed frequently during sampling
activities, as appropriate. Wash and rinsate fluids will be collected, if possible, and appropriately
disposed. Fresh nitrile gloves will be worn during any sample collection and when handling tools which
are to be inserted into sampling areas.Solid waste generated during sampling activities(gloves, paper
towels, etc.) will be appropriately disposed.
4.7 Equipment Calibration
Monitoring equipment used during sampling (e.g., photoionization detector [PID]) will be calibrated
according to manufacturer's specifications at the beginning of each sample day. Meter calibration will
be checked at least twice during a sample day (middle and end of day) or when meter drift is
EVREN Northwest,Inc. y 11 September 26,2024
Project No.1643-22001-03 Rev02
Chimacum Confluence,Port Hadlock, Washington Work Plan Addendum:Additional Site Investigation
suspected. The meters will be calibrated with gases or buffered solutions closest to known field
parameters (VOC concentration = 100 µg/m3 methane or heptane for PID calibration).
4.8 Investigation-Derived Waste Storage and Disposal
Potentially impacted investigation-derived waste (IDW) may be generated during this investigation.
Characterization of all waste will be necessary to properly treat/dispose of generated waste.
4.8.1 Soil Cuttings, and Cores
Soil cuttings derived from temporary borings will be placed in drums, sealed, and labeled as to the a)
nature of the contents, b)date contents sealed,and c) responsible party.A composite soil sample will
be collected from each soil cuttings drum to determine proper method of disposition.
4.8.2 Purge and Decontamination Water
Purge water from temporary borings and water associated with decontamination of sampling
equipment will be drummed, sealed, and labeled.
Upon receipt of analytical data,the disposal requirements of the drummed fluid investigation-derived
waste will be evaluated. It is anticipated that all waste generated will be handled as a hazardous
material and will not be characteristic of hazardous waste. However, water waste determined to be
impacted with contaminants at levels regulated under Ecology Dangerous Waste Regulations (WAC
173-303)as characteristic(hazardous waste) must be disposed or treated in a manner consistent with
regulatory guidance.
4.9 FIELD DOCUMENTATION
Comprehensive field documentation will be made to aid in the interpretation of analytical results. For
soil sampling, field documentation, at a minimum, will include the date, time, location, and a
description of the weather.Sample collection information, such as how the sample was collected and
any problems that occurred during collection, visual sample observations, and any other unusual
circumstances that may affect the analytical results will be noted. All field measurements, including
color, odor,texture,etc., will also be recorded. All field work will be photographically documented in
a photographic log.
4.10 Sample Transport and COC Procedures
After surface soil samples have been collected, they will be placed in a cooler with chilling material
(ice or equivalent) and transported to the analytical laboratory. Chain-of-custody (COC) procedures
will begin in the field and will track delivery of the samples to the laboratory. Specific procedures are
as follows:
• Individual sample containers will be packed to prevent breakage and leakage.
• COC forms will be placed in a sealed plastic bag and inside the cooler
Upon transfer of samples to the laboratory, the COC form will be signed by the persons transferring
custody of the coolers. Upon receipt of samples by the laboratory,the shipping-container seal will be
broken, and the condition of the samples will be recorded by the receiver.
EVREN Northwest,Inc. 12 September 26,2024
Project No. 1643-22001-03 Rev02
Chimacum Confluence,Port Hadlock, Washington Work Plan Addendum:Additional Site Investigation
4.11 Quality Assurance Project Plan
This Quality Assurance Project Plan(QAPP) presents the quality assurance and quality control(QA/QC)
program to be conducted as part of this investigation. The purpose of this QAPP is to describe the
field and laboratory procedures that will be undertaken during this investigation of magnitude and
extent to assure that data collected are suitable for their intended purposes. This QAPP has been
developed in general accordance with the EPA Quality Assurance Guidance for Conducting
Brownfields Site Assessments. The subject investigation will utilize the procedures included in the
QAPP for the following elements:
• Project Management — Quality objectives and criteria for measurement data and
documentation, and records.
• Data Generation and Acquisition — Sample process design; sampling methods; analytical
methods; quality control; instrument/equipment testing, inspection, and maintenance;
inspection/acceptance of supplies and consumables; non-direct measurements; and data
management.
• Assessment and Oversight—Assessment and response actions, and routine reporting.
• Data Validation and Usability—Procedures and methods for data quality review,verification,
validation, and reconciliation.
Field QA/QC samples will be used to assess data quality in terms of precision and accuracy and monitor
whether sampling procedures, equipment cleaning, packaging, and shipping are compromising
sample integrity or validity of sample data. Such QA/QC samples are prepared in the field to monitor
the various phases of the sampling process.
11 Field Duplicates (discrete soil and reconnaissance ground water samples): The field QA/QC
activities will include collection of field duplicated discrete soil and reconnaissance ground
water samples.At least one(1)duplicate sample will be collected for every 20 samples of each
medium and at least one (1) duplicate sample will be collected during each sampling event.
Each duplicate sample will be collected, handled, and analyzed in the same manner as its
paired primary field sample.
Rinsate Samples: Rinsate samples will be used to evaluate the effectiveness of
decontamination procedures to ensure samples have not been cross-contaminated by
carryover from sampling equipment. One rinsate sample will be collected for soil increment
sampling equipment and from the reconnaissance ground water sampling equipment and
analyzed for total petroleum hydrocarbons and PP13 metals by the laboratory.
Analytical QA/QC will be monitored through laboratory quality control checks. Laboratory data,
including analytical results for laboratory control samples (LCSs), LCS duplicate samples, and matrix
spike (MS), MS duplicate, and method blank samples, will undergo verification and validation to EPA
level 2B.
Data quality objectives will be developed prior to report preparation, and with the concurrence of
Ecology,to ensure the collection of useful data for the risk screening. The data quality objectives for
EVREN Northwest,Inc. 13 September 26,2024
Project No. 1643-22001-03 Rev02
Chimacum Confluence,Port Haddock, Washington Work Plan Addendum-Additional Site Investigation
the project include the utilization of laboratory method reporting limits that are sufficiently low to
allow for evaluation of results against MTCA cleanup levels.
5.0 Report Preparation
A report will be prepared documenting the work conducted as described in Section 2.3. During the
course of this investigation, should results indicate a need for additional work, Ecology will be
consulted regarding proposed actions.
Data generated from this investigation will be entered into Ecology's Environmental Information
Management(EIM)database within 90 days of data validation per Policy 840.
6.0 Proposed Schedule
Onsite investigation can begin as soon as practical following JCPH and Ecology approval of this Work
Plan Addendum,and subsequent approval of an access agreement with the property owner.The first
phase of investigation is anticipated to occur in Fall 2024 and will include the geophysical survey, ISM
sampling, discrete soil sampling, and ground water monitoring well installation within first round of
ground water sampling. Subsequent ground water monitoring and sampling at monitoring wells will
be conducted quarterly for one year to assess the potential for seasonal variability.
7.0 Certification
This Work Plan Addendum has been prepared under the supervision of the following Washington-
registered Certified Engineering Geologist and Geologist.
,
EVREN Northwest, Inc e 0 VISO
.........
Erik Chapman, 0 L.G. C'. Evan Bruggeman, L.G.
0
Principal Geologist 414 G e Principal Field Geologist
17—
L 16k RD Cht;a�flp man1
l 4,( <'
'
Ok as/7"
21002577
Seci GO' -f/4 $15
J gruemn
EVREN Northwest,Inc. 14 September 26,2024
Project No,IC-43-22001-03 HeV02
FIGURES
z LEGEND:
SUBJECT PROPERTY BOUNDARY
a
ZW
m
O Z
T
m _
O af'•rt H.M,..,
d' W
a W
J
m
Y W
U Z
W
2 w
U m
m �
z
� W
o NOTES:
o �
= 1.BASE MAP DEVELOPEDBY ESRI(2024).
0 1,350 2,700 5,400
Feet
SHUNNOTMEST ,
FIGURE 1
SITE VICINITY MAP
RESIDENTIAL PROPERTY
890 OLD HADLOCK ROAD
PORT HADLOCK,WASHINGTON
z LEGEND:
SUBJECT PROPERTY BOUNDARY
SPRING RAIN FARM AND ORCHARD ® SUBJECT BUILDING
z w WALKING PAT - STREAM
3 C0 ___ FORMER ASSESSMENT SOIL SAMPLE LOCATION
3. PER ECOLOGY AND ENVIRONMENT,INC.2009
1 7 I O MAGNETIC ANOMALY,2023
ow
0 w 1 I
a 1 PONDE I
1 AREA
m �
om 1
Yk I
I
w z 1 I
w
1 _-- - DSALVAG
U m
~ I SFR=SINGLE FAMILY RESIDENCE
n
>- = 1 1 z = 1 MA '
0 0 ', 1 SHE MA04O, I NOTES:
MA08 O MA3 �_ �) I 1.BASE MAP DEVELOPED FROM AN AERIAL
'J PHOTOGRAPH MAP DATED 2021 AND ENW FIELD NOTES.
O MA07 1
I 2.ALL BUILDING,STREET,AND FEATURE LOCATIONS
MA09
Al2 I ARE APPROXIMATE.O O r�
hi; I o 3.SYMBOLS REPRESENT LOCATION AND DO NOT ALWAYS
\ O I Q REPRESENT EXACT SHAPE,SIZE,OR ORIENTATION
MA10 a 0 25 50 100
N� O MA14 lk o I
\ (l Feet
MAT5 cY ge
O Q SHUNNOTMIST-
FIGURE 2
RURAL RESIDENTIA SITE PLAN
RESIDENTIAL PROPERTY
890 OLD HADLOCK ROAD
PORT HADLOCK,WASHINGTON
z E LEGEND:
SPRING RAIN FARM
< r------
"� 820 I SUBJECT PROPERTY
L-------
z w t --
DECISION UNIT(ENW, 2023)
3m
------------------------ i,•ti•_W-r,«.._ PROPOSED DECISION UNIT
0 2 ------ -------------------------
> 4 T TEMPORARY BORING LOCATION(ENW,2023)
m
0
O GRAB SAMPLE(ENW,2023)
a G E801 ASSESMENT SOIL SAMPLE LOCATION
�1" N EBOS PER ECOLOGY AND ENVIRONMENT,INC.2009
m DUO 0 PROPOSED MONITORING WELL
a
Y k OC ILE
EB06 STKP MW03
w Z EB02
S w
U m
DU02
ss SFR AND
m S
m � SALVAGE
z
Q W
O
SFR=SINGLE FAMILY RESIDENCE
ED MW02
= SH
DU03
GS01 EBo7 '. NOTES:
y�. or
1.BASE MAP DEVELOPED FROM AN AERIAL
PHOTOGRAPH MAP DATED 2021 AND ENW FIELD NOTES.
1)U04 2.ALL BUILDING,STREET,AND FEATURE LOCATIONS
ARE APPROXIMATE.
17 GS03 GS02 3.SYMBOLS REPRESENT LOCATION AND DO NOT ALWAYS
i EB08 MW01
,I DU07 REPRESENT EXACT SHAPE,SIZE,OR ORIENTATION
EB04
i
EVRENNOR HWISN
.!Lt FIGURE 3
} IS PROPOSED ISM SAMPLE PROPOSED SAMPLE
i t t AND AT LEAST 3 DISCRETE LOCATION DIAGRAM
Xy� 1 SAMPLES
iM f "+ram CHIMACUM CONFLUENCE
SFR 890 OLD HADLOCK ROAD
930 PORT HADLOCK,WASHINGTON
NIL
0 25 50 100
Feet
EXHIBIT B: Estimated Budget
Please note that Task I was funded by Amendment #5 and is now complete.
Task 2. Geophysical Survey i Borehole Clearance (Concurrent with Task 3 and 4)
Principal Technitiar. $ 100-00 10 IS 1.000.00
Geophysicist $ 200,N 12 $ 2,400M
Misc.Expense and Equipment S 225.00 1 $ 225,00
Drifting S 95.0D 2 $ 190.00
Subtotal. S 3,815.00
Task 3. Field Work: MW Installation and Development(Concurrent with Task 2 and 4)
Principal Field Geologist $ 115M 8 $ 920,00
Field Geologist $ 105,00 36 S 3,780.00
Principal Technician $ IWO'D 26 S 3,600.00
Misc.Expense and Equipment $ 450-00 2 S 900.00
Subcontractor: Dnil Rom,(per day S 3600,00 2 S 7,200L0
Subcontractor; Monitonno'Nell Construction S 1,689.73 3 S 5,069,20
Hqh-Res, GPS Surveying Kit $ 150.00 2 $ MOM
PID S 75-00 2 S ISOM
Waterra Pump $ 65M 1 $ 65.00
PE Tubing(1") $ 1.50 50 5 75,00
Expendable Development MatenCIIS S 50.00 3 S 15MO
Subtotal $ 22,209.20
Task 4 Field Work: Surface Soil (Concurrent with Task 2 and 3)
Principal Fief Geo ogist S 115.00 8 $ C-420 00
Field Geologist $ 100,00 12 $ 1.20100
Principal Technician $ 100.00 12 S 1,200.00
Soil Sampling Kit S so.DO 1 $ 50.00
Sediment sampling kit S 50.00 1 $ 50,00
Misc. Expense and Equipment $ 450M 1 450,00
PID 75.00 1 75.00
Laboratory(surface :*1 is required
NWTPH-HC1D S 60,95 20 S 1.219,00
N'AITPH-Gx S 60,95 5 S 304,75
NWTPH-Dx $ 66,70 5 S 333.50
EPA 8260(1.1G0C4.! $ 172,50 S S 862,50
EPA 8270(PAHs) $ 189,75 5 S 948,75
EPA 860201200,8 (RCRA 8) $ 157,55 20 S 3,151,00
EPA 8081 (PCBs, as arochlors) $ 113,85 5 S 569.25
1SM Sample Preparation $ 258.75 1 5, 258.75
Subtotal 11,742.50
(continued)
4
Task 5 Field Work: Ground Water Sampling(Per Event)
Principal Field Geologist S 115,0110 2 $ 230.00
Field Geologist $ 100,&D 16 S 1,600,00
Principal Technician $ 1 00,CCI 16 S 1,600.00
lklVater sampling kit S 1 so,lal2 1 $ 150,00
Misc. Expense and Equipment $ 450 &C, 1 $ 450,00
Laboratory(water, as required
N'A'TPH-Gx $ 60,95 2 5 121.�K
NWTPH-Dx S 6610 2 S 133,40
EPA 8260(VOCs) $ 172,50 2 5 345.00
EPA$270(PAHs) S 189,75 2 S 379,50
EPA 860201200.8(RCRA 8) $ 157,55 4 S 630.20
EPA 8081 (PCBs, as wochlors) S 113-85 2 S 227,70
Subtotil, S 5,867.70
Task 6. Data Evaluation and Technical Memorandum(Expanded Investigation and MW Instill)
Principal Engineenng Geologist $ 160,00 2 $ 320.00
Principal Geologist $ 145.00 6 $ 870.00
Principal Hydrogeologist S 125.00 11 S ZOOM
Principal Field Geologist S 115,0-2 4 S 460.00
Of3t, ng S 95.00, 2 $ 190,00
D3*,3 entriNalid3tion $ 65 &01 1 $ 130,00
Printing/Shipping(electronic reports S 55,C 0 $ -
Subtotal S 3.970.00
Task 7. Ground Water Monitoring Reports(Per Event)
Principal Engineenng Geologist 1$1 160,00 1 $ 160,00
Phricipai Geologist $ 145,00 4 $ 580,00
Principal Hydrogeologmt S 125M 10 S 1,250.00
Principal Field Geologist S 115.00 2 $ 230,00
Grading S 95,00 2 S 190,00
Data entryt-validation S 3,5.oO! 1 S 65.00.
Priritm;,'S h,np,n Q,electronic report, S 55,001 0 S -
,00
Subtotal S 2.475
Estimated Remaininn Cost (Tasks 2 -71 50,079.40
Notes:
Ammes on vegetaton ts sufficienty cut back to allow 3ppropnte 3ccess, for geophysical suNey and sample
collection,
Assumes adequate access to site.
Work Plan Preparation prey sly authorized 8R12024 as Amendment 5,
Ecology approved Work Plan on 9r26r2024.
Contract Amendment#5
Between
Evren Northwest,Inc.
And
Jefferson County Public Health
Chimacum Confluence Project
WHEREAS, Evren Northwest, Inc. (Subcontractor) and Jefferson County (County) entered into an
agreement on June 6,2022 for Professional Services. These services are to be provided by conducting
Phase I and Phase II Environmental Site Assessments for approximately two acres of the property
located at 890 Old Hadlock Road in Port Hadlock(APN 901 112 013); and
WHEREAS,based upon results of the Phase II Environmental Site Assessment completed on June 22,
2023, a Work Plan is necessary prior to initiating the next phase of site investigation in cooperation with
County and Washington Department of Ecology (ECY); and
WHEREAS,the parties desire to amend the terms of that agreement; therefore
IT IS AGREED BETWEEN BOTH PARTIES AS NAMED HEREIN AS FOLLOWS:
1. Work performed between June 30, 2023 and the execution of this amendment that is
consistent with the provisions of the Agreement is hereby ratified.
2. In Item 4a.,Payment, shall now read, "Payment for the work performed by Contractor
shall be made as provided on Exhibit "B" attached hereto,provided that the total amount
of payment to Contractor shall not exceed $54,636.30 without express written
modification of the Agreement signed by the County." This change represents an
additional increase of$4,050.00 over the original not to exceed amount of$20,750,to
total $54,636.30.
3. The Scope of Work shall now include "Evren Northwest, Inc. will complete a Work Plan
to ECY specifications for future installation of monitoring wells, quarterly sampling, and
expansion of the area included in the Phase II Environmental Site Assessment."
4. All other terms and conditions of the agreement will remain the same.
(SIGNATURES FOLLOW ON THE NEXT PAGE)
WQ-22-016-A5
SIGNATURE PAGE
JEFFERSON COUNTY WASHINGTON EVREN NORTHWEST,INC.
Board of County Commissioners
Jefferson County, Washington
By: �_019VQ '?E?ip�ienie tll� y
l ig atUf
Kate Dean, Chair Date
SEAL: .�arRj,�; Name:�, k r'i
Title:' A ( r�nAA n nnt,1Z-( u e�wJ7�3'
Z�0.'
Date: E.4Ci/V
ATTEST:
F'
M t y `
Carolyn uallaway, Date
Clerk o Ethe Board
Approved as to form only:
� August 1, 2024
Philip C. Hunsucker, Date
Chief Civil Deputy Prosecuting Attorney
2
EXHIBIT B: Estimated Budget
Tasks I Rate units Total
Additional Focused Site Investigation w/Monitoring Wells
Task 1 Project Initiation/Management, Pre-implementation Start Meeting, HASP,Work Plan
Principal Engineering Geologist S 160.00 2 $ 320.00
Principal Field Geologist $ 115.00 10 $ 1,150.00
Principal Hydrogeologist $ 125.00 16 $ 2,000.00
Principal Geologist/HAS Officer $ 145.00 4 $ 580.00
gubtotall $ 4,050.00
3
Contract Amendment#4
Between
Evren Northwest, Inc.
And
Jefferson County,Public Health
Chimacum Confluence Project
WHEREAS, Evren Northwest, Inc. (Subcontractor) and Jefferson County (County) entered into an
agreement on June 6,2022 for Professional Services. These services are to be provided by conducting
Phase I and Phase II Environmental Site Assessments for approximately two acres of the property
located at 890 Old Hadlock Road in Port Hadlock (APN 901 112 013); and
WHEREAS, based upon results of the Phase II Environmental Site Assessment for two acres, a Phase I
to include the entire property is necessary to more fully characterize the property; and
WHEREAS, the parties desire to amend the terms of that agreement; therefore
IT IS AGREED BETWEEN BOTH PARTIES AS NAMED HEREIN AS FOLLOWS:
I. The term of the above-referenced agreement is extended to December 31, 2024.
2. Work performed between June 30, 2023 and the execution of this amendment that is
consistent with the provisions of the Agreement is hereby ratified.
3. In Item 4a., Payment, shall now read, "Payment for the work performed by Contractor shall
be made as provided on Exhibit "B" attached hereto,provided that the total amount of
payment to Contractor shall not exceed $50,586.30 without express written modification of
the Agreement signed by the County." This change represents an additional increase of
$2,600 over the original not to exceed amount of$20,750, to total $50,586.30.
4. The Scope of Work overview in Exhibit A shall now read, Evren Northwest, Inc. will
conduct the necessary field investigations, sampling, and reporting necessary to provide
Phase I and Phase II Environmental Site Assessments in accordance with standards
promulgated by the U.S. Environmental Protection Agency (EPA) and the American
Standard for Testing Materials (ASTM) as part of the Chimacum Confluence Project.
The Phase I will include the entire property, approximately 5.30 acres, located at 890 Old
Hadlock Road, Port Hadlock(APN 901112013) and the Phase II will be limited to
approximately two acres of the property."
5. All other terms and conditions of the agreement will remain the same.
-'�??r .I
Dated this day of :3.Nj* v1A 2024
(SIGNATURES FOLLOW ON THE NEXT PAGE)
WQ-22-016-A4
SIGNATURE PAGE
By:
)�41
,.
Kate Dean, Chair
Jefferson Board of County Commissioners
$ittt#wliter€�
tag
z
By:
Y '
`cto `a Sennett;Principal Environmental Scientist- �
Evren Northwest,Inc.
8xv
•.
ATTEST: *rf�raror���s�tik`�
s
s
By: E•.` �1r is _
Carolyn GallaAy CMC,Clerk ofoard
APPROVED AS TO FORM ONLY:
,�..._By: January 4,2024
Philip C.Hunsucker, Date
Chief Civil Deputy Prosecuting Attorney
2
Contract Amendment#3
Between
Evren Northwest,Inc.
And
Jefferson County Public Health
Chimacum Confluence Project
WHEREAS, Evren Northwest, Inc. (Subcontractor) and Jefferson County (County) entered into an
agreement on June 6,2022 for Professional Services. These services are to be provided by conducting
Phase I and Phase 11 Environmental Site Assessments for approximately two acres of the property
located at 890 Old Hadlock Road in Port Hadlock (APN 901 112 013). The agreement was amended on
November 21, 2022 to extend the Time for Performance to June 30, 2023 and on December 19, 2022 to
increase the not to exceed amount to $44,086.20 and to add subtasks under Task 2.
WHEREAS, following receipt of the first round of Phase 11 Environmental Site Assessment testing
results, the Department of Ecology (DoE) requested an increased level of sampling intensity(with
increased costs), as indicated in the Exhibit A.
WHEREAS,the parties desire to amend the terms of that agreement.
IT IS AGREED BETWEEN BOTH PARTIES AS NAMED HEREIN AS FOLLOWS:
l. The Scope of Work is expanded to increase the number of tests as indicated in Exhibit A.
Highlighted cells in the "Units"column indicate the proposed increased number of tests,
with the previous number of tests being indicated to the right of the table. Adjusted costs
are indicated in the "Totals" column to the right of the highlighted cells. Previous costs
can be found on the prior budget (Exhibit B). There are no changes in the "Tasks" or
"Rate" columns. The Department of Ecology has determined that the addition of the new
tests is necessary to evaluating the condition of the property.
2. Total not to exceed amount for the project is increased in the amount of$3,900.10 for a
project total of$47,986.30.
3. The existing Estimated Budget (Exhibit B) will be replaced by Revised Estimated Budget
(Exhibit A) attached to this amendment.
4. All other terms and conditions of the agreement will remain the same.
Dated this day of 20 %3
(SIGNATURES FOLLOW ON THE NEXT PAGE)
Page 1
WQ-22-016-A3
SIGNATURE PAGE
By:
Gr'e rotherton, Chair
Jefferson Board of County Commissioners
By: c ,n z Y may+
Vi o Bennett, Principal Environmental Scientist-
Evren orthwest, Inc.
Ay
ATTEST:
/Z-
y.
Carolyn Gallai�)ay, Date
Clerk of the Board
APPROVED AS TO FORM ONLY:
By. A"--b' � ""` April 18, 2023
Philip C. Hunsucker, Date
Chief Civil Deputy Prosecuting Attorney
Page 2
Exhibit A
Tasks Rats Units Total
Focused Siie Investi^ation
Task 2(Including 2c and 2d) Project InitlationlMonspement,Pre41rriplamentation Start Meeting,HASP,
Work Plan
Pnrr;7palEngmem!ngGAo!ug,i4 $ 150,00 P, S 1,20000
Principal Flet9 Gt:io16 St $ 105.00 12 n 1.<' `.i.Or
Pnncinni H drogo0oQist fM i 15 OC 12 $ ".'e .PQ
Ptirib I Goo iSUHAS Officer $ 120 rW C S 96000
Subtotal S 4,800.00
Task 2. Geophystcal Survey!Borahoist Cloaranra
Senior Torten cia+1 $ 90.00 12 S 1 1380 0
Gee scist $ 20000 12 5 2,400.00
Misc Expense end I:vuiprrenl S 225.00 1 $ 225.00
Orafti $ 90 CO $ 180.00
Subtotal $ 3.88650
Task Z(inciuch2g 2e and 21) Field Work: SurTACQ Soil and Recon Ground Water
Pnnu,pai Field Geatx,,:,t S 1 o5.00 8 S 84000 4
Fisid Geologist $ 7500 3-^ $ 2,250.00 24
San,Cr Tact n c;an $ 90 00 30 S 2 700 00 24
Technician 3 7501) :=0 "a 2,25000 24
Sral Samp!n;(K;l $ 50.00 2 S 10000
9'rR�S GPS S 15000 1S 15000
`iia:ur tisinpling kC $ 150.00 1 150 00
Sediment sampling kit $ 50.0 $ 50.00
Mrse Expense andEgtliotYrncnt $ 675,00 1 S 67501)
PIO $ 75Ca S 15000
Larsorah_ (Sudarer sari as reCuitelii
NWTPH-Gx $ 6095 12 $ 731.40
N VJTPH-Dx $ 66 70 12 $ 8W 40
EPA 8260(VOCa) $ 17250 10 $ 1,72500
EPA 8270(PAHs) 159.75 10 $ 1.897.50
EPA 86020200.8(RCRA 8) $ 15755 10 S 1 57550
EPA B051(PCB .8sarochtorc) $ 11385 10 $ 1,13650
ISM Sample Preparation $ 258.75 8 S 2 070 CO 6
LID,XWi' iv atx as(equired)
NWTPH-Gx S 6095 5 5 30475 4
NWTPH•Dx $ 66.70 5 $ 333.5c 4
EPA 8260(VOC,^,) S 17250 5 $ 86250 4
EPA 8270(PAHs) $ 159,75 5 $ 94875 4
E PA 8F,020200 8(RCRA 8) $ 157,55 5 $ 787 75 4
EPA 8081(PCBs,as arochiors) $ 113.85 5 $ 569.25 4
Sublotall S 23,069,80
Teak;2(Inciux'yn 2f) Field VVcrkt Raton Gro+rnti Water(Second Round)
Pr,n,r,pa;Field:rav# i•,t S 105,W 2 11 210 P_
Fieid Geatx st $ 75 ca 24 s 1,60000
Senior Technician S 9000 24 S 2 160 Oft
Htgh-Res GPS Su veyrrrg Kit $ 15000 1 $ 150 00
Water samoling kit S 415000 i 3 150'x1
M;in Exper=sta ana EquYimeln. $ 450 00 1 $ 45000
PID $ 7500 1 75,CQ
Laboratory(w:atar.as re;.qutrod)
N WTPH-Gx $ 6095 5 _ $ 30475 4
NWTPH-Dx $ 66,70 5 - S 33350 4
EPA 8260(VOCs) $ 172.50 5 $ 862.50 4
EPA 8270(PAHs) $ 18975 5 S 94975 4
EPA 85020200.e(RCRA 8) $ 157.55 5 S 787.75 4
EPA 5081(PCBs,as arochlors) $ 113 85 5 $ 56925 4
Subtotal $ 8,601.50
Tank Z. Bata Evaluntion and Technical Metnorandu:n Ircludas both sampling events)
Per» al En ±naafi. Gs:oF3oist 3 1°fi 00 4 S 6W Oi
PrinCI I Geologist $ 12000 6 $ 720 W
PrincoalHydrggeolo-pit 8 116.00 24 5 2760.cc
Prens+pai Fw'u GAr QtQQ,A $ 105.00 4 S 42000
fkafltng 96.00 2 $ IINO CC,
UA1a Qn1ry75ralxl3t x1 $ 6500 $ 26006
Prmm'$h nt#iektU o rape f) ) f 5500 0 S
Subtotal S 4,"0.00
Inin:al Estima'ed FSt Cosl $ 45,486.30
Phase I ESA(Invoiced 7/8/2022-Paid 7/2012022) $ 2,500.00
Total Estimated Cost(Incuding P1 ESA) $ 47,98C30
Notes
Assumes onsile vegelalicn is sufficiently cut back to allow approprile access for geophysical survey sample collection
Assumes hand tooling is sufficient for soil and reconnaissonce ground water collection
Exhibit B
Tasks Rab I units Total
facustd Sit 0Investigation
Task 2(Including 2c and 2d) Project In{tletlonlMansgament,Preamplementatlon Start Mesung,HASP,
Work Plan
Principal Engineering Geologist S 150.00 S 1.200 CH1
Principal Field GOO S i0s.001 12 E 1,260.tA.r
Prindpal Hydrogeo!ogist S 115001 12 S 1,38D,00
Principal Geol istfHAS Officer f 120.0C} 8 f 960 Oa
Sutt)otae S 4,908,8Q
Taak 2. Geo ti•sisal Survr• (a"rehole Clearance
Senior Technician 1S 9000 12 S 1,050A0
(isoph irist S Z00.00 12 $ 2,400.00
Misc-Expense and Eorapment S 225.00 1 S 225.00
D S 90.00 2 5 180.00
SuWatal 5 3,886A0
Tast(2(Incliud(no 2e and 2f Reid Work: Surface Sol?and Recon Ground Vdater
Principal Field Geologist S 105.0 S 420.00
Meld Geologist S 75.00 24 $ 1,800.00
SaniorTeohniclan 5 90.L}r 24 $ 2.160.W
Technician S 73.00 24 $ 1.800.00
Sol!Sampling Kit S so 00 2 S loom
High-Res.GPS Surveying Kit S 150.G4:r 1 5 150.00
Water sampling kit $ 150DO 1 S 15MOO
Sedlawt sampling kit $ 5000 S 60 00
Misc.Expense and Equipment $ 675.00 1 5 075.00
P1D S 75,00 2 $ 150.00
Laboratory(surface sort,as required
NWTPH-Gx S 60.95 12 S 731.40
NWTPH-Dx S 66.70 12 S 8W.40
EPA 8260(VOCs) S 172.50 10 5 1,725,00
EPA 8270(PAHs) $ 189.75 10 S 1,807.50
EPA 86020200.8(RCRA 8) $ 157.55 10 S 1.575.50
EPA 8081(PCBs,as arochlors) S 113,85 10 $ 1.13850
ISM Semple Preparation $ 258.75 6 $ 1.552.50
Laboratory water,as required)
NWTPHGx $ 60.95 4 $ 243.80
NWTPH-Dx $ 66.70 4 S 256.90
EPA 8280(VOCs) $ 172.50 4 S 690.00
EPA 8270(PAHs) $ 189.75 4 S 759.00
EPA 86020200.8(RCRA 8) _ $ 157.55 4 $ 630 20
EPA 6081(PCBs,as arochlors) -T-$ li3.851 4 $ 455.40
Sutrtotsl f 19,821,00
Task Y(Including field Work_ Recon Ground Wntcr Second Round)
x )Field Gee a: $ 105,001 2 S 210 W
Meld Geologist S 75.DO ?4 S 1.800,00
Senior Technician 4 90.00 $ 2,180-00
H q"es.GPS Surveying Kit S 150.00 1 $ 160 40
Water sampling lot $ 150.00 1 $ 150.00
bliss.Expense and Equipment $ 450.00 1 $ 450"00
PID 5 75.001 1 5 75.00
Laboratory(water,as tired)
NWTPHGx s 60.95 4 $ 24380
NWTPH-Dx S 66.70 4 S 266.80
EPA 6260(VOCs) S 172.50 4 $ 690.00
EPA 8270(PAHs) $ 189.75 4 f 75900
EPA 860204200.8(RCRA 8) $ 157.55 4 S 630.20
EPA 8081(PC83,as an hiors) 15 113.85 4 S 455A0
subtotal S 8,00-28
Taal(2-Mta Evaluation and Technical Memorandum ine)udas tom as fag auents
Pe.nclpel Engineering Geol4st 5 150.00 a
Prlwval Geologist $ 120.00 5 $ 720.00
PrncpalH rogeol ist $ t1S.tm 24 $ 2,7W.00
Principal Field Geologist $ 105.00 4 $ 420.00
Dra>bna S 90.00 2 $ 100 OG
Da(a orm lval;datror. S 65.00 4 S 2W.00
Printing/Shippinii(electronic report) 5 55.00 0 S
Sublonall S 4.940.00
Inklot EtWmted FS4 Coat S 41,686.20
Phase I ESA(invoiced 7/8/2022-Paid 7/20/2022) $ 2,600.00
Total Estimated Cost(Incuding P1ESA) $ 44,086.20
Notes:
Assumes onsite vegetation is sufficiently cutback to allow approprite access for geophysical survey sample colledlon
Assumes hand tooling Is sufficient for soil and reconnaissence,ground water collection
Contract Amendment#2
Between
Evren Northwest,Inc.
And
Jefferson County Public Health
Chimacum Confluence Project
WHEREAS, Evren Northwest, Inc. (Subcontractor) and Jefferson County (County) entered into an
agreement on June 6, 2022 for Professional Services. These services are to be provided by conducting
Phase I and Phase II Environmental Site Assessments for approximately two acres of the property
located at 890 Old Hadlock Road in Port Hadlock (APN 901 112 013). The agreement was amended on
November 21, 2022 to extend the Time for Performance to June 30, 2023.
WHEREAS, the Phase I Environmental Site Assessment was completed based on conditions present at
the site as of June 22, 2022. Himalayan blackberries and other vegetation,that had previously obscured
the presence of additional solid waste and a soil mound, were mowed down in November 2022.
WHEREAS, subsequent communications with the Department of Ecology (DoE) in the lead up to the
Phase II Environmental Site Assessment concluded that the existing Scope of Work and Estimated
Budget should be expanded to include preparation of a Work Plan as required by DoE, additional site
visits, and additional water and soil sampling and analyses.
WHEREAS,the parties desire to amend the terms of that agreement.
IT IS AGREED BETWEEN BOTH PARTIES AS NAMED HEREIN AS FOLLOWS:
1. In Item 4a., Payment, shall now read, "Payment for the work performed by Contractor shall
be made as provided on Exhibit "B" attached hereto,provided that the total amount of
payment to Contractor shall not exceed $44,086.20 without express written modification of
the Agreement signed by the County." This change represents an increase of$23,336.20
over the original not to exceed amount of$20,750.
2. The Scope of Work description for Task 2, Conduct a Phase II, shall now read: "Conduct
a Phase I1 Environmental Site Assessment to meet or exceed all standards citied in
ASTM E1903. Results from initial sampling will determine the need for any follow-up
analyses on select samples. Only tab work that is necessary will be performed and
billed."
3. The Scope of Work is expanded to also include the following subtasks under Task 2,
Conduct a Phase I1:
2c)Visit the mowed site with project partners to reassess scope of Phase II work.
2d) Prepare a Work Plan for DoE to review and approve prior to conducting field
work.
Page 1
WQ-22-016-A2
2e) Obtain and test additional soil samples to determine the status of a mound
located on the floodplain.
2f)Conduct ground water sampling in winter and late spring.
4. The existing Exhibit B: Estimated Budget will be replaced by"Exhibit B: Revised
Estimated Budget' attached to this amendment.
5. All other terms and conditions of the agreement will remain the same.
Dated this `day off ' ' " ,20
By:
Heidi Eisenhour, Chair
Jefferson Board of County Commissioners
By:
NNictorikBennJ06cipal Environ ental Scientist-
Evren Northwest,Inc.
ATTEST:
C,q,
Carolyn Gallaway, 0
Clerk of the Board
APPROVED AS TO FORM ONLY:
" December 13,2022.
By:
Philip C.Hunsucker, Date
Chief Civil Deputy Prosecuting Attorney
Page 2
Tasks I Rate I Units Ivial
Focused Site Investigation
Task 2(Including 2c and 2d) Project InitlatloniManagement,Pre-Implementatlon Start Meeting,HASP,
Work Plan
Principal Engmeennq Geologist $ 150.CI7� S 1 200 00
Principal Field Geologist b 105.00 12 E 1 26U 00
Principal Hydrogeoloclist $ 115 OYj $ 1 36000
Principal GeoioolsUHAS Officer b 12000 6 S 960 00
Suhlotai $ 4,BDO.00
Task 2.Geophysical Survty l Borehole Clearance
Senior Technician $ 9000 12 i 1.06000
Geophysicist $ 200.00 12 $ 2,400.00
Misc.Expense and Equipment $ 225.00 1 $ 225.00
Draltnq S 90,00 2 $ 180.00
Subtotal $ 3,885.00
Task 2(including 2e and 2f) Field Work: Surface Soil and Recon Ground Water
Pnndpal Field Geologist 5 105.00 .t S 420,U0
Field Geologist $ 75.00 24 $ 1.600A0
Senior T ecnn,.cian $ 90.00 24 $ 2.160.00
technician S 75.00 24 S 1.800.00
Soi'Samplin Kit S 50 00 2 $ 1 OU.00
High-Res GPS Surveying Kit $ 150.00 i $ 150.00
Water sampling kit $ 150.W3 $ 150 DO
Sedtmun?bam(°':n;:ht $ 50.00 S 50 00
Misc.Expense and Equipment $ 67503 1 $ 675.00
PID $ 75.00 2 $ 150.00
Laboratory(surtaca sod as required)
NWTPH-Gx $ 60.95 12 $ 731.40
NWTPH-Dx $ 6670 12 S 8CO 40
EPA 8260(VOCs) $ 17250 10 $ 1,725.DO
EPA 8270(PAHs) $ 18975 10 $ 1,89750
EPA 86020200 8(RCRA 8) $ 15755 10 $ 1 57550
EPA 8081(PCBs,as arochlors) $ 113.85 10 $ 1,13850
ISM Sample Preparation $ 258.75 6 $ 1.55250
Laboratory(water as reouired)
NWTPH-Gx S 60.95 4 $ 24380
N'WiPH-Dx $ 66.70 4 $ 266.80
EPA 8260(VOCs) S 112.50 4 $ 69000
EPA 8270(PAHs) b 189,75 4 $ 759 OD
EPA 86020200 8(RCRA 8) $ 157.55 4 $ 63020
EPA 8081(PCBs.as arochlors) S 113,85 4 S 45540
subfotal $ 19.921.00
Tssk2 includin Field Work: Rocon Ground WatcrlSacandRound
Prmcl13.a1 Fiold tse:.3:?;;is. S 105.00 2 E 210 M
Field Geologist $ 75.tX1 2.1 b 1.8000C
Senior Technician b 90.Or" 2., $ 2.160 W,
Hion-Res,GPS Surveying tit $ 150 00 S 150 GI)
Water samplinq kit S 150.00 1 $ 150 W
Misc.Expense and Equipment S 450.00 1 $ 45000
PIL' $ I5.(% 1 5 75 OC
Laboratory(water as reouiredt
NWTPH-Gx S 6095 4 E 24380
NWTPH-Dx $ 6670 4 S 266.80
EPA 8260(VOCs) $ 17250 ji 14 $ 69000
EPA 8270(PAHs) $ 18975 $ 759.00
EPA 86020=0.8(RCFZA 8) S 15755 S 63020
EPA 8081 i%'Cfi4,as Yr'Crf=k<1 11385S 455,40
$ 8,D40.26
Task 2.Data Evaluation and Technical Memorandum Includes both sam ling events
Pnrldoal Encineennq Geologist $ 150 G $ 600 00
Principal Geologist $ 120 3 o s 720.01
Pnndpal Hydrocleologist $ 115.00 24 $ 2,760.00
Principal Field Geologist $ 10500 4 $ 420.00
Draflmq $ 90.00 2 S 180.00
Data entryNalidalion S 6500 4 $ 2W 00
PrintingfShippin (electronic report) $ 55.W, U $
Suty(041 $ 4,94000
Initial estimated PSI Cost $ 41,S86.20
Phase I ESA(Invoiced 7/8/2022-Paid 7/2012022) $ 2,500.00
Total Estimated Cost(Incuding P1 ESA) $ 44,066.20
Notes:
Assumes onsite vegetation is sufficiently cut back to allow appropnte access for geophysical survey sample cdilecl on
Assumes hand tooling is sufficient for soil and reconnaissance ground water collection
Contract Amendment#1
Between
Evren Northwest,Inc.
And
Jefferson County Public Health
Chimacum Confluence Project
WHEREAS, Evren Northwest, Inc. (Subcontractor)and Jefferson County(County) entered into an
agreement on June 6,2022 for Professional Services. These services are to be provided by conducting
Phase I and Phase 11 Environmental Site Assessments for approximately two acres of the property
located at 890 Old Hadlock Road in Port Hadlock (APN 901 112 013).
WHEREAS,the parties desire to amend the terms of that agreement.
IT IS AGREED BETWEEN BOTH PARTIES AS NAMED HEREIN AS FOLLOWS:
1. The term of the above referenced agreement is extended to June 30, 2023.
2. Work performed between August 31, 2022 and the execution of this Agreement that is
consistent with the provisions of this Agreement is hereby ratified.
3. All other terms and conditions of the agreement will remain the same.
Dated this I "day of �L`C��} � � ,2022
By:
Heidi Eisenhour, Chair
Jefferson Board of County Commissioners
By:
is eria Beliiikt, Principal Environmental Scientist-
Evren Northwest, Inc.
ATTEST:
By: l W
Carolyn Gallawai,Clerk of the Board
APPROVED AS TO FORM ONLY:
By: October 28, 2022
Philip C.Hunsucker, Date
Chief Civil Deputy Prosecuting Attorney
WQ-22-016-A1
PROFESSIONAL SERVICES AGREEMENT FOR
Evren Northwest, Inc.
THIS PROFESIONAL SERVICES AGREEMENT ("this Agreement") is entered into between
the County of Jefferson, a municipal corporation("the County"), and Evren Northwest, Inc. ("the
Contractor"), in consideration of the mutual benefits,terms, and conditions specified below.
1. Project Designation, The Contractor is retained by the County to perform the
following Project: Conduct Phase I and Phase II Environmental Site Assessments for
the project identified as the Chimacum Confluence and consisting of approximately
two acres of the property located at 890 Old Hadlock Road. in Port Hadlock(APN
901112013).
2. Scope of Services. Contractor agrees to perform the services identified on Exhibit
"A" attached hereto including the provision of all labor.
3. Time for Performance. This Agreement shall commence upon signature and continue
through August 31, 2022. Work performed consistent with this Agreement during its
term, put prior to the adoption of this Agreement, is hereby ratified. The Contractor
shall perform all services pursuant to this Agreement as outlined on Exhibit"A".
Time is of the essence in the performance of this Agreement.
4. Payment. The Contractor shall be paid by the County for completed work and for
services rendered under this Agreement as follows:
a. Payment for the work provided by Contractor shall be made as provided on
Exhibit`B" attached hereto, provided that the total amount of payment to
Contractor shall not exceed$20,750 without express written modification of the
Agreement signed by the County.
b. Invoices must be submitted by the 150'of the month for the previous month's
expenses. Such invoices will be checked by County, and upon approval thereof,
payment will be made to the Contractor in the amount approved. Failure to
submit timely invoices and reports pursuant to Exhibit B of the Agreement may
result in a denial of reimbursement. Invoices not submitted within 60 days may
be denied.
c. Final payment of any balance due the Contractor of the total contract price earned
will be made promptly upon its ascertainment and verification by the County after
the completion of the work and submittal of reports under this Agreement and its
acceptance by the County.
d. Consultant shall provide invoices and necessary backup documentation for all
services including timesheets and statements (specifying the services provided).
Any indirect charges require the submittal of an indirect cost methodology and
rate using 2 C.F.R. Part 255 and 2 C.F.R. Part 230.
Professional Services Agreement, JCPH, Version 3, PAO Approved 7/12/2021 Page 1 of 13
wQ-22-016
e. The Contractor's records and accounts pertaining to this Agreement are to be kept
available for inspection by representatives of the County and state for a period of
six(6)years after final payments. Copies shall be made available upon request.
5. Ownership and Use of Documents. All non-confidential or de-identified documents,
drawings, specifications, and other materials produced by the Contractor in
connection with the services rendered under this Agreement shall be the property of
the County whether the project for which they are made is executed or not. The
Contractor shall be permitted to retain copies, including reproducible copies, of
drawings and specifications for information,reference and use in connection with
Contractor's endeavors. Contractor shall not be held liable for reuse of documents or
modifications thereof, including electronic data,by County or its representatives for
any purpose other than the intent of this Agreement.
6. Compliance with Laws. Contractor shall, in performing the services contemplated by
this Agreement, faithfully observe and comply with all federal, state, and local laws,
ordinances and regulations, applicable to the services to be rendered under this
Agreement.
7. Audit. An audit will be submitted to the County upon request. Upon request,
Contractor will submit the most recent financial audit within 30 days.
a. Upon request the County shall have the option of performing an onsite review of
all records, statements, and documentation.
b. If the County finds indications of potential non-compliance during the monitoring
process,the County shall notify Contractor within ten(10)days. County and
Contractor shall meet to discuss areas of contention in an attempt to resolve
issues.
c. Audit will provide statements consistent with the guidelines of Reporting for
Other Non-Profit Organizations AICPA SOP 78-10, and is performed in
accordance with generally accepted auditing standards and with Federal Standards
for Audit of Governmental Organizations, Programs,Activities and Functions,
and meeting all requirements of 2 C.F.R. Part 200, as applicable.
8. Indemnification. The Contractor shall defend,indemnify and hold the County,its
officers, officials, employees, agents and volunteers (and their marital communities)
harmless from any and all claims, injuries, damages, losses or suits including
attorney's fees, arising out of or resulting from the acts, errors or omissions of the
Contractor in performance of this Agreement, except for injuries and damages caused
by the sole negligence of the County. Should a court of competent jurisdiction
determine that this Agreement is subject to RCW 4.24.115,then, in the event of
liability for damages arising out of bodily injury to persons or damages to property
caused by or resulting from the concurrent negligence of the Contractor and the
County, its officers, officials, employees, agents and volunteers(and their marital
communities)the Contractor's liability, including the duty and cost to defend,
Professional Services Agreement, JCPH, Version 3, PAO Approved 7/12/2021 Page 2 of 13
hereunder shall be only to the extent of the Contractor's negligence. It is further
specifically and expressly understood that the indemnification provided herein
constitutes the Contractor's waiver of immunity under Industrial Insurance, Title 51
RCW, solely for the purposes of this indemnification. This waiver has been mutually
negotiated by the parties. The provisions of this section shall survive the expiration
or termination of this Agreement.
9. Insurance. Prior to commencing work, the Contractor shall obtain at its own cost and
expense the following insurance coverage specified below and shall keep such
coverage in force during the terms of the Agreement.
a. Commercial Automobile Liability Insurance providing bodily injury and property
damage liability coverage for all owned and non-owned vehicles assigned to or
used in the performance of the work for a combined single limit of not less than
$500,000 each occurrence with the County named as an additional insured in
connection with the Contractor's performance of this Agreement. This insurance
shall indicate on the certificate of insurance the following coverage: (a) Owned
automobiles; (b) Hired automobiles; and, (c)Non-owned automobiles.
b. Commercial General Liability Insurance in an amount not less than a single limit
of one million dollars ($1,000,000) per occurrence and an aggregate of not less
than two (2)times the occurrence amount($2,000,000.00 minimum) for bodily
injury, including death and property damage, unless a greater amount is specified
in the contract specifications. The insurance coverage shall contain no limitations
on the scope of the protection provided and include the following minimum
coverage:
i. Broad Form Property Damage, with no employee exclusion;
ii. Personal Injury Liability, including extended bodily injury;
iii. Broad Form Contractual./Commercial Liability—including coverage for
products and completed operations;
iv. Premises—Operations Liability(M&C);
v. Independent Contractors and subcontractors;
vi. Blanket Contractual Liability.
c. Professional Liability Insurance. The Contractor shall maintain professional
liability insurance against legal liability arising out of activity related to the
performance of this Agreement, on a form acceptable to Jefferson County Risk
Management in the amounts of not less than $1,000,000 Each Claim and
$2,000,000 Aggregate. The professional liability insurance policy should be on
an"occurrence" form. If the professional liability policy is "claims made," then
an extended reporting periods coverage (tail coverage) shall be purchased for
three(3) years after the end of this Agreement, at the Contractor's sole expense.
Professional Services Agreement, JCPH, Version 3, PAO Approved 7/12/2021 Pane 3 of 13
The Contractor agrees the Contractor's insurance obligation to provide
professional liability insurance shall survive the completion or termination of this
Agreement for a minimum period of three (3) years.
d. The County shall be named as an"additional named insured"under all insurance
policies required by this Agreement, except Professional Liability Insurance when
not allowed by the insurer.
e. Such insurance coverage shall be evidenced by one of the following methods:
(a)Certificate of Insurance; or, (b) Self-insurance through an irrevocable Letter of
Credit from a qualified financial institution.
f. The Contractor shall furnish the County with properly executed certificates of
insurance that, at a minimum, shall include: (a) The limits of overage; (b)The
project name to which it applies; (c) The certificate holder as Jefferson County,
Washington and its elected officials, officers, and employees with the address of
Jefferson County Public Health 615 Sheridan Street,Port Townsend, WA 98368,
and, (d)A statement that the insurance policy shall not be canceled or allowed to
expire except on thirty(30) days prior written notice to the County. If the proof
of insurance or certificate indicating the County is an"additional insured"to a
policy obtained by the Contractor refers to an endorsement(by number or name)
but does not provide the full text of that endorsement,then it shall be the
obligation of the Contractor to obtain the full text of that endorsement and
forward that full text to the County. Certificates of coverage as required by this
section shall be delivered to the County within fifteen(15)days of execution of
this Agreement.
g. Failure of the Contractor to take out or maintain any required insurance shall not
relieve the Contractor from any liability under this Agreement, nor shall the
insurance requirements be construed to conflict with or otherwise limit the
obligations concerning indemnification of the County.
h. The Contractor's insurers shall have no right of recovery or subrogation against
the County(including its employees and other agents and agencies), it being the
intention of the parties that the insurance policies, with the exception of
Professional Liability Insurance, so affected shall protect both parties and be
primary coverage for all losses covered by the above described insurance.
i. Insurance companies issuing the policy or policies shall have no recourse against
the County(including its employees and other agents and agencies) for payment
of any premiums or for assessments under any form of policy.
J. All deductibles in the above described insurance policies shall be assumed by and
be at the sole risk of the Contractor.
k. Any deductibles or self-insured retention shall be declared to and approved by the
County prior to the approval of this Agreement by the County. At the option of
the County,the insurer shall reduce or eliminate deductibles or self-insured
Professional Services Agreement, JCPH, Version 3, PAO Approved 7/12/2021 Page 4 of 13
retention, or the Contractor shall procure a bond guaranteeing payment of losses
and related investigations, claim administration and defense expenses.
1. Any judgments for which the County may be liable, in excess of insured amounts
required by this Agreement, or any portion thereof, may be withheld from
payment due, or to become due,to the Contractor until the Contractor shall
furnish additional security covering such judgment as may be determined by the
County.
m. Any coverage for third party liability claims provided to the County by a"Risk
Pool" created pursuant to Ch. 48.62 RCW shall be non-contributory with respect
to any policy of insurance the Contractor must provide in order to comply with
this Agreement.
n. The County may, upon the Contractor's failure to comply with all provisions of
this Agreement relating to insurance,withhold payment or compensation that
would otherwise be due to the Contractor.
o. The Contractor's liability insurance provisions shall be primary and
noncontributory with respect to any insurance or self-insurance programs
covering the County, its elected and appointed officers, officials, employees,and
agents.
p. Any failure to comply with reporting provisions of the insurance policies shall not
affect coverage provided to the County, its officers, officials, employees, or
agents.
q. The Contractor's insurance shall apply separately to each insured against whom
claim is made or suit is brought, except with respect to the limits of the insurer's
liability.
r. The Contractor shall include all subcontractors as insured under its insurance
policies or shall furnish separate certificates and endorsements for each
subcontractor. All insurance provisions for subcontractors shall be subject to all
the requirements stated herein.
s. The insurance limits mandated for any insurance coverage required by this
Agreement are not intended to be an indication of exposure nor are they
limitations on indemnification.
t. The Contractor shall maintain all required insurance policies in force from the
time services commence until services are completed. Certificates, insurance
policies, and endorsements expiring before completion of services shall be
promptly replaced. All the insurance policies required by this Agreement shall
provide that thirty(30) days prior to cancellation, suspension, reduction or
material change in the policy, notice of same shall be given to the Jefferson
County Public Health Contracts Manager by registered mail, return receipt
requested.
Professional Services Agreement, JCPH, Version 3, PAO Approved 7/12/2021 Page 5 of 13
u. The Contractor shall place insurance with insurers licensed to do business in the
State of Washington and having A.M. Best Company ratings of no less than A-,
with the exception that excess and umbrella coverage used to meet the
requirements for limits of liability or gaps in coverage need not be placed with
insurers or re-insurers licensed in the State of Washington.
v. The County reserves the right to request additional insurance on an individual
basis for extra hazardous contracts and specific service agreements.
10. Worker's Compensation (,Industrial Insurance).
a. If and only if the Contractor employs any person(s)in the status of employee or
employees separate from or in addition to any equity owners, sole proprietor,
partners, owners or shareholders of the Contractor, the Contractor shall maintain
workers' compensation insurance at its own expense, as required by Title 51
RCW,for the term of this Agreement and shall provide evidence of coverage to
Jefferson County Public Health,upon request.
b. Worker's compensation insurance covering all employees with limits meeting all
applicable state and federal laws. This coverage shall include Employer's
Liability with limits meeting all applicable state and federal laws.
c. This coverage shall extend to any subcontractor that does not have their own
worker's compensation and employer's liability insurance.
d. The Contractor expressly waives by mutual negotiation all immunity and
limitations on liability, with respect to the County, under any industrial insurance
act,disability benefit act, or other employee benefit act of any jurisdiction which
would otherwise be applicable in the case of such claim.
e. If the County incurs any costs to enforce the provisions of this subsection, all cost
and fees shall be recoverable from the Contractor.
11. Independent Contractor. The Contractor and the County agree that the Contractor is
an independent contractor with respect to the services provided pursuant to this
Agreement. The Contractor specifically has the right to direct and control
Contractor's own activities, and the activities of its subcontractors, employees,
agents, and representatives, in providing the agreed services in accordance with the
specifications set out in this Agreement. Nothing in this Agreement shall be
considered to create the relationship of employer and employee between the parties.
Neither Contractor nor any employee of Contractor shall be entitled to any benefits
accorded County employees by virtue of the services provided under this Agreement,
including, but not limited to: retirement,vacation pay;holiday pay; sick leave pay;
medical, dental, or other insurance benefits; fringe benefits; or any other rights or
privileges afforded to Jefferson County employees. The County shall not be
responsible for withholding or otherwise deducting federal income tax or social
security or for contributing to the state industrial insurance program, otherwise
Professional Services Agreement, JCPH, Version 3, PAO Approved 7/12/2021 Page 6 of 13
assuming the duties of an employer with respect to Contractor, or any employee of
Contractor.
12. Subcontracting Requirements.
a. The Contractor is responsible for meeting all terms and conditions of this
Agreement including standards of service, quality of materials and workmanship,
costs, and schedules. Failure of a subcontractor to perform is no defense to a
breach of this Agreement. The Contractor assumes responsibility for and all
liability for the actions and quality of services performed by any subcontractor.
b. Every subcontractor must agree in writing to follow every term of this
Agreement. The Contractor must provide every subcontractor's written
agreement to follow every term of this Agreement before the subcontractor can
perform any services under this Agreement. The Public Health Director or their
designee must approve any proposed subcontractors in writing.
c. Any dispute arising between the Contractor and any subcontractors or between
subcontractors must be resolved without involvement of any kind on the part of
the County and without detrimental impact on the Contractor's performance
required by this Agreement.
13. Covenant Against Contingent Fees. The Contractor warrants that he has not
employed or retained any company or person, other than a bona fide employee
working solely for the Contractor, to solicit or secure this Agreement, and that he has
not paid or agreed to pay any company or person, other than a bona fide employee
working solely for the Contractor, any fee, commission, percentage, brokerage fee,
gifts, or any other consideration contingent upon or resulting from the award or
making of this Agreement. For breach or violation of this warranty, the County shall
have the right to annul this Agreement without liability or, in its discretion to deduct
from the contract price or consideration,or otherwise recover, the full amount of such
fee, commission, percentage, brokerage fee, gift, or contingent fee.
14. Discrimination Prohibited. The Contractor, with regard to the work performed by it
under this Agreement, will not discriminate on the grounds of race, color, national
origin, religion, creed, age, gender, sexual orientation, material status, sex, or the
presence of any physical or sensory handicap in the selection and retention of
employees or procurement of materials or supplies.
15. No Assignment. The Contractor shall not sublet or assign any of the services covered
by this Agreement without the express written consent of the County. Assignment
does not include printing or other customary reimbursable expenses that may be
provided in an agreement.
16.Non-Waiver. Waiver by the County of any provision of this Agreement or any time
limitation provided for in this Agreement shall not constitute a waiver of any other
provision.
Professional Services Agreement, JCPH, Version 3, PAO Approved 7/12/2021 Page 7 of 13
17. Termination.
a. The County reserves the right to terminate this Agreement at any time by giving
ten (10) days written notice to the Contractor.
b. In the event of the death of a member, partner, or officer of the Contractor, or any
of its supervisory personnel assigned to the project, the surviving members of the
Contractor hereby agree to complete the work under the terms of this Agreement,
if requested to do so by the County. This section shall not be a bar to
renegotiations of this Agreement between surviving members of the Contractor
and the County, if the County so chooses.
c. The County reserves the right to terminate this contract in whole or in part,with
10 days' notice, in the event that expected or actual funding from any funding
source is withdrawn, reduced, or limited in any way after the effective date of this
agreement. In the event of termination under this clause,the County shall be
liable for only payment for services rendered prior to the effective date of
termination.
18.Notices. All notices or other communications which any party desires or is required
to give shall be given in writing and shall be deemed to have been given if hand-
delivered, sent by facsimile, email, or mailed by depositing in the United States mail,
prepaid to the party at the address listed below or such other address as a party may
designate in writing from time to time. Notices to the County shall be sent to the
following address:
Tami Pokorny,Natural Resources Program Coordinator
Jefferson County Public Health Department
615 Sheridan Street
Port Townsend, WA 98368
360-379-4498
tpokorny@cojefferson.wa.us
Notices to Contractor shall be sent to the following address:
Victoria Bennett, Principal Environmental Scientist
Evren Northwest, Inc.
PO Box 14488
Portland, OR 97293
503-452-5561
torib@evren-nw.com
19. Integrated Agreement. This Agreement together with attachments or addenda
represents the entire and integrated Agreement between the County and the
Contractor and supersedes all prior negotiations, representations, or agreements
written or oral. No representation or promise not expressly contained in this
Agreement has been made. This Agreement supersedes all prior or simultaneous
representations, discussions, negotiations, and agreements, whether written or oral,by
Professional Services Agreement, JCPH, Version 3, PAO Approved 7/12/2021 Page 8 of 13
the County within the scope of this Agreement. The Contractor ratifies and adopts all
statements, representations, warranties, covenants, and agreements contained in its
proposal, and the supporting material submitted by the Contractor, accepts this
Agreement and agrees to all of the terms and conditions of this Agreement.
20. Modification of this Agreement. This Agreement may be amended only by written
instrument signed by both County and Contractor.
21. Disputes. The parties agree to use their best efforts to prevent and resolve disputes
before they escalate into claims or legal actions. Any disputed issue not resolved
pursuant to the terms of this Agreement shall be submitted in writing within 10 days
to the County Risk Manager, whose decision in the matter shall be final, but shall be
subject to judicial review. If either party deem it necessary to institute legal action or
proceeding to enforce any right or obligation under this Agreement, each parry in
such action shall bear the cost of its own attorney's fees and court costs. Any legal
action shall be initiated in the Superior Court of the State of Washington for Jefferson
County. The parties agree that all questions shall be resolved by application of
Washington law and that the parties have the right of appeal from such decisions of
the Superior Court in accordance with the laws of the State of Washington. The
Contractor hereby consents to the personal jurisdiction of the Superior Court of the
State of Washington for Jefferson County.
22. Section Headings. The headings of the sections of this Agreement are for
convenience of reference only and are not intended to restrict, affect, or be of any
weight in the interpretation or construction of the provisions of the sections or this
Agreement.
23. Limits of Any Waiver.of Default. No consent by either party to, or waiver of, a
breach by either party, whether express or implied, shall constitute a consent to,
waiver of, or excuse of any other, different, or subsequent breach by either party.
24. No Oral Waiver. No term or provision of this Agreement will be considered waived
by either party, and no breach excused by either parry, unless such waiver or consent
is in writing signed on behalf of the party against whom the waiver is asserted.
Failure of a party to declare any breach or default immediately upon the occurrence
thereof, or delay in taking any action in connection with, shall not waive such breach
or default.
25. Severability. Provided it does not result in a material change in the terms of this
Agreement, if any provision of this Agreement or the application of this Agreement to
any person or circumstance shall be invalid, illegal, or unenforceable to any extent,
the remainder of this Agreement and the application this Agreement shall not be
affected and shall be enforceable to the fullest extent permitted by law.
26. Bindin�4 on Successors, Heirs and Assigns. This Agreement shall be binding upon
and inure to the benefit of the parties' successors in interest, heirs, and assigns.
Professional Services Agreement, JCPH, Version 3, PAO Approved 7/12/2021 Page 9 of 13
27. No Assignment. The Contractor shall not sell, assign, or transfer any of rights
obtained by this Agreement without the express written consent of the County.
28.No Third-party Beneficiaries. The parties do not intend, and nothing in this
Agreement shall be construed to mean,that any provision in this Agreement is for the
benefit of any person or entity who is not a party.
29. Signature in Counterparts. The parties agree that separate copies of this Agreement
may be signed by each of the parties and this Agreement shall have the same force
and effect as if all the parties had signed the original.
30. Facsimile and.Electronic: Signatures. The parties agree that facsimile and electronic
signatures shall have the same force and effect as original signatures.
31. Arms-Length Negotiations. The parties agree that this Agreement has been
negotiated at arms-length, with the assistance and advice of competent, independent
legal counsel.
32. Public Records Act. Notwithstanding the provisions of this Agreement to the
contrary,to the extent any record, including any electronic, audio, paper or other
media, is required to be kept or indexed as a public record in accordance with the
Washington Public Records Act, Chapter 42.56 RCW, as may hereafter be amended,
the Contractor agrees to maintain all records constituting public records and to
produce or assist the County in producing such records, within the time frames and
parameters set forth in state law. The Contractor further agrees that upon receipt of
any written public record request, Contractor shall, within two business days,notify
the County by providing a copy of the request per the notice provisions of this
Agreement.
DATED this day of r..c: , 20
(SIGNATURES FOLLOW ON THE NEXT PAGE)
Professional Services Agreement, JCPH, Version 3, PAO Approved 7/12/2021 Page 10 of 13
SIGNATURE PAGE
JEFFERSON COUNTY
BO�IW OF COMMISSIONERS
Name of Contractor 14cid1 Fie our,Cha'
Contractor Representative (Please print) Greg Brotherton,Member
(Signature) j Kate Dean,Member
] &
Title {1
[I Ito, ?
Date
Approved as to form only:
C. -.
May 2, 2022
Philip C.Hunsucker Date
Chief Civil Deputy Prosecuting Attorney
Professional Services Agreement, JCPH, Version 3, PAO Approved 7/12/2021 Page 11 of 13
EXHIBIT A: Scope of Work
Evren Northwest, Inc. will conduct the necessary field investigations, sampling, and reporting
necessary to provide Phase I and Phase 11 Environmental Site Assessments in accordance with
standards promulgated by the U.S. Environmental Protection Agency(EPA) and the American
Standard for Testing Materials (ASTM) as part of the Chimacum Confluence Project for
approximately two acres of the property located at 890 Old Hadlock Road, Port Hadlock(APN
901112013).
Task 1: Conduct a Phase I Environmental Site Assessment to meet or exceed all standards citied
in ASTM E1527-21.
Deliverables:
la)Phase I Environmental Site Assessment in electronic (.pdf) format. Due: July 1, 2022
Task 2: Conduct a Phase II Environmental Site Assessment to meet or exceed all standards citied
in ASTM E1903.
Deliverables:
2a) Conduct field work and take soil, sediment, and water samples as required.
Due August 1, 2022
2b)Evaluate data and develop technical memorandum. Due August 31, 2022
Professional Services Agreement, JCPH, Version 3, PAO Approved 7/12/2021 Page 12 of 13
EXHIBIT B: Estimated Budget
Phase 1: $2,500.00
Phase 11 ESA Initial Estimate:
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NV4TPti-G'x 5 58155 14 # 609,50
NWTPH-M 5 66.TQ I W'.00
EPA&260(VOCS) S 172-50 3 S 517,50
EPA UTO(PANS) 5 119.75 3 S 669,25
EPA!6ZIM=.6?RCFtA 5 5 157,515 3 S 472,65
EPA W8t(PC5G,26XtM=1 5 113.85 —3 i 341,65
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EPA Wn(PAHI,) S 139,75 3 5 569.25
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Professional Services Agreement, JCPII, Version 3, PAO Approved 7/12/2021 Page 13 of 13