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File No. 12677-001-06
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DRAFT
Water Quality Monitoring Plan
File No. 12677-001-06
August 18, 2008
Prepared for:
Statesman Corporation
7370 Sierra Morena Boulevard SW
Calgary, Alberta T3H 4Hg
Attention: Dr. Garth Mann
Prepared by:
GeoEngineers, lnc.
1550 Woodridge DR SE
Port Orchard, Washington 98366
(360) 76e€400
Stephanie N. Chun
Staff Biologist
Marcelle V.
Associate
Lynde
JWP:MVLjl
ORCH\l 2\l 2677001\06\Finals\l 2677001 06WaterQualityM_DraftR.doc
Disclaimer: Any electronic form, facsimile or hard copy of the original document (email, text, table, and/or figure), if provided, and any
attachments are only a copy of the original document. The original document is stored by GeoEngineers, Inc. and will serve as the offrcial
document ofrecord.
Copyright@ 2008 by GeoEngineers, Inc. All rights reserved.
File No. 12677-001-06
T
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TasLe or CoTTENTS
Paqe No.
rNTRODUCT|ON..........
oBJECTIVES.................
PROJECT DESCRIPTION AND LOCATION
WATER RESOURCES ASSESSMENT........
FRESH WATERS...
MARINE WATERS
WATER QUALITY MONITORING P14N......
APPROACH
METHODS
Maritime Village
Black Point Properties
PERFORMANCE STANDARDS .........
MONITORlNG SCHEDULE ..............
ADAPTIVE MANAGEMENT................
SUMMARY.
1rM|TAT|ONS.................
REFERENCES..............
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2
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3
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List of Tables
Table 1. Example Water Quality Results From Monitoring Station HCB003
(Eldon, Hamma Hamma River).........
Table 2. Example Water Quality Results From Monitoring Station P15 by PRISM (Dabob Bay - P15).....
Table 3. Example Water Quality Results From Monitoring Station P14 by PRISM (Hood Point - P14).....
Table 4. Maritime Village Marine Performance Standards (to be established)
Table 5. Maritime Village Freshwater Performance Standards (to be established)
Table 6. Black Point Properties Freshwater Performance Standards (to be established)
Table 7. Proposed Monitoring Schedule..........
List of Figures
Figure 1. Vicinity Map and Sampling Locations
APPENDICES
APPENDIX A - ECOLOGY WATER SAMPLING STANDARD OPERATING PROCEDURES
4
5
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7
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Wlren QuaurY Monronrnc Plen
BnrHnoN Masren PuHHeo Resonr
J errenson Counrv, Msxncron
Fon
Srlresrtaar Conponanon
INTRODUCTION
This report presents the water quality monitoring plan for the proposed Brinnon Master Planned Resort
(IUPR) near Brinnon in Jefferson County, Washington. The Brinnon MPR (MLA06-87) is situated on
approximately 250 acres in Pleasant Harbor and Black Point and will consist of an l8-hole championship
golf course, residential housing, marina and a maritime village. The main water bodies on or adjacent to
the site include Pleasant Harbor, which connects to Hood Canal, five streams that traverse the property
and drain into the harbor, and three delineated wetlands on the proposed golf course area. This water
quality monitoring plan is related to the Golf Course Development and Operations BMP plan, which is
regulated under Jefferson County Code (JCC) 18.20.190.
Work to build the MPR will be completed in three phases; Phase One is expected to take 16 months and
will include development of infrastructure, transportation within the core area, sanitary sewer treatment
system, stormwater control system, water services, and clearing and grading the future golf course area.
The development and completion of resort residential housing, conference center amenities, staff housing,
residential villas and chalets along Black Point properties, and golf course will occur during Phase 2 and
is estimated to take 6 or more years. Phase 3 will include demolition of the existing buildings along
Pleasant Harbor marina, the creation of new commercial, retail, and residential chalets and villas that will
be known as Maritime Village. Wooden docks and the fuel delivery system will also be replaced during
this 3.5-year phase. There is potential for overlap of Phases 2 and3.
This plan was prepared utilizing information obtained from the Final Environmental Impact Statement
(FEIS- Jefferson County 2007) and other reports for the Brinnon MPR to conform with MLA-06-87, JCC
Chapter 18.20, Part 190 Performance and Use-Specific Standards for golf courses (Jefferson County
2008) and aquifer protection JCC Chapter 18.15 Parts 240 and 255. This plan does not include the
monitoring associated with the septic treatment or potable water supply, which will be covered under
specific monitoring plans for the treatment plant and water system.
OBJECTIVES
The primary objectives of this Water Quality Monitoring Plan are to:
1. Develop a water quality monitoring plan within the Brinnon MPR that identifies water quality
parameters to be sampled within treatment and natural systems on the property.
2. Develop a stormwater quality monitoring program and identiff in-line sampling locations that
will document the treatment process and ensure water quality standards are met prior to
discharge. The plan will define sampling parameters, locations and procedures that will help
evaluate water quality trends in Pleasant Harbor, both related and unrelated to the Maritime
Village.
3. Marine water quality sampling will be compared to the nearby station monitored by Washington
Department of Ecology (Ecology) in Hood Canal. The plan will allow participation with County
File No. 12677-001-06
August l,8,2008
Page I GeoExeuensiQ
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and state regulatory agencies in an adaptive-management program in response to monitoring
results.
PROJECT DESCRIPTION AND LOCATION
The Brinnon MPR is located along the western shoreline of the Hood Canal in Pleasant Harbor and on
Black Point in Sections 15 and 22 of Township 25 North, Range 2 West of the Willamette Meridian
(Figure I ). The MPR property, herein referred to as the site is approximately 1.5 miles south of Brinnon
in Jefferson County, Washington (Figure l). The site is located in the Skokomish-Dosewallips Water
Resource Inventory Area (WRIA 16) and is part of the East Olympic and Hood Canal Basins. The 252.4-
acre site is partially developed and comprised of rwo main development areas, Black Point Properties and
the Maritime Village as identified in Figure l. Black Point Properties is approximately 220 acres on
Black Point, which extends east approximately I mile into Hood Canal, and was historically used as the
Pleasant Harbor RV Park. Maritime Village consist of approximately 35 acres, 15 of which are aquatic
and leased from the Washington State Department of Natural Resources (DNR), and are located on the
northwest shoreline of Pleasant Harbor, a shallow cove north of Black Point. Currently, the Maritime
Village are is being utilized for a variety of purposes including business (real-estate office), recreational
(the marina) and commercial (restaurant and convenience store).
Black Point Properties is the proposed site for an l8-hole championship golf course that will contain an
approximately 60,000-square-foot resort center including a restaurant, conference center, spa, pro shop,
and offices. This section will also contain a community center, water treaunent plant and ponds, and 802
seasonal and permanent residences. Based on draft plans, the completed golf course resort will consist of
roughly I I percent impervious surfaces, 6l percent will consist of pervious surfaces and 28 percent would
be left undisturbed with native vegetation.
The Maritime Village is located between Highway l0l and Pleasant Harbor. The village will contain
approximately 16,000 square feet of commercial facilities that will provide a variety of uses and 88
permanent and seasonal residential dwellings. Based on draft plans, the roughly 20 acres will consist of
approximately 22 percent impervious surfaces, 5 percent penrious surfaces and 73 percent would be left
undisturbed with native vegetation.
WATER RESOURCES ASSESSMENT
Fnesx WereRs
The fresh water on the site is shown on Figure l, and includes three wetlands (Wetlands B, C and D) in
Black Point Properties and five non-fish bearing streams (Streams A through E) in the Maritime Village
area. Wetland B will be modified and filled to be part of the water and irrigation management system. A
wetland will be created to mitigate for the filling of Wetland B. Streams A through E carry stormwater
from Highway l0l and seasonal seeps in the wet season. All stormwater and irrigation water will be
captured and treated to Class A standards in approved systems before it is discharged to on-site
infiltration and surface reservoir areas.
MeRrue Werens
This site is adjacent to Hood Canal and Pleasant Harbor (Figure l). As stated in GeoEngineers (2006a),
water quality issues have historically been a problem in the Hood Canal. These issues have prompted an
in-depth examination by state and federal agencies to determine the causes of pollution and poor
File No. 12677-001-06
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dissolved oxygen (DO) levels. Low levels of dissolved oxygen in the Hood Canal have historically been
a problem for aquatic species, periodically resulting in aquatic organisms and fish kills. Factors
influencing water quality in Hood Canal include the natural geology and bathymetry, strong stratification,
high productivity and natural and unnatural organic loads, and slow circulation (HCDOP 2008a and
2008b).
WATER QUALITY MONITORING PLAN
The MPR development is not expected to increase pollutants into the harbor or Hood Canal. Construction
and operational BMPs will be implemented. Stormwater will be captured on site, treated for nitrogen,
and stored to be used for irrigation; excess will be allowed to infiltrate to recharge the aquifer
(SubSurface Group 2008). Additional reuse, management, treatment, and disposal alternatives are
proposed for the project including biological treatment technologies for wastewater treatment, rainwater
harvesting, and water treatment systems for potable water. BMPs for golf course management and reuse
of irrigation water will be developed and implemented onsite, as documented in the Brinnon MPR Golf
Course Development and Operation Best Management Practices Plan (GeoBngineers 2008c).
Construction monitoring will be covered by a Jefferson County-approved stormwater management plan to
show how stormwater will be collected and infiltrated to prevent turbidity, sediment, or other
contaminants from reaching the harbor and/or Hood Canal waters. A Storm Water Pollution Prevention
Plan (SWPPP) will also be developed. Construction site runoff is will be guided by compliance with
Ecology's Stormwater Management Manual for Westem Washington (2005).
Appnoecx
The approach of this water quality monitoring plan is based on conditions set forth in Ordinance 06-87
and the mitigation conditions for subsequent project review in the Final EIS for Pleasant Harbor Marina
and Golf Resort (2007). This plan is applicable to the monitoring of surface water within project area,
existing streams that transect the project area and the marine waters of Pleasant Harbor and Hood Canal.
Monitoring locations will be established that provide coverage of geographic areas and
hydrologic regimes.
A monitoring schedule will be provided to establish pre-development baseline conditions and to
assess the water quality during construction and post-development phases.
As specific Jefferson County performance standards have not been established, the results from
storm and fresh water sampling in the Maritime Village area will be compared with Ecology
standards for surface water (WAC 173-201A). The results from storm and fresh water sampling
in the Black Point Properties area will be compared with Ecology standards for groundwater
(wAC 173-200).
The results from the marine water sampling will be compared to existing State marine monitoring
stations in Hood Canal.
If water quality deficiencies are identified and attributed to the project, the resort will be required
to notifu Jefferson County. If water quality standards are not met, Brinnon MPR and Jefferson
County will need to explore BMPs alternatives, such as additional BMP implementation or
treatment.
a
a
a
a
a
FileNo. I2677-001-06
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This monitoring plan will include sampling procedures established by Washington State
Department of Ecology (Ecology) and the Environmental Protection Agency (EPA) for marine
and freshwater sampling.
Include an adaptive management program to eliminate, minimize, and fully mitigate alterations
related to the Pleasant Harbor resort and/or Maritime Village based on the analysis of monitoring
results.
Merxoos
Maritime Village
The Maritime Village encompasses Sections 2 and 3 and is directly adjacent to the marina. Water quality
monitoring for this area will include marine and freshwater sampling locations. Marine water sampling
will occur within the immediate marina area and data will be compared to Ecology's water quality
monitoring station HCB002 (Dabob Bay discontinued) and HCB003 (Eldon, Hamma Hamma River).
The other component for sampling will include sampling the stormwater impoundment and the marine
discharge point.
Sampling Locations
Data from Ecology's (HCDOP 2008a) water quality monitoring station HCB003 (Eldon, Hamma Hamma
River) and from Puget Sound Regional Synthesis Model (PRISM 2008) station (Dabob Bay and Hood
Point) will be used for comparison. Informational data from HCB002 (Dabob Bay) may be used,
although the monitoring station has been inactive since 1987. Examples of baseline data from these
stations are presented in Tables I , 2 and 3.
Table 1. Example Water Quality Results From Monitoring Station HCB003
(Eldon, Hamma Hamma River)
a
a
Year
Depth
(m)
Temperature
(Celsius)
Salinity
(Psu)
Density
(Sigma T)
Chlorophyl
! raw (ug/!)
Dissolved
oxygen (mg/l)Light
Trans-
mlsslon
lY,l pHrawCorrec{ed
June 2005 1.5 14.78 27.16 19.98 2.2 8.6 9.7 75.2 8.1
June 2004 1.5 14.38 27.05 19.98 0.1 9.5 10.0 70.9 8.1
June 2003 1.5 17.76 26.26 18.65 0.0 8.4 9.2 0.0 8.6
June 2002 1.5 19.12 25.41 17.68 0.0 8.8 77.6 8.1
June 2001 1.5 12.85 29.13 21.88 8.6 52.4 8.9
June 2000 1.5 16.02 24.66 17.81 11.7 59.0 8.4
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Table 2. Example Water Quality Results From Monitoring Station Pl5 by PRISM
(Dabob Bay - Pl5)
Table 3. Example Water Quality Results From Monitoring Station Pl4 by PRISM
(Hood Point - P14)
Marine sampling locations are to be located within the immediate vicinity of the marina, at the head of the
harbor near the harbor outlet, and in Hood Canal outside the harbor. Freshwater sampling will be at the
stormwater impoundment within the Marina Village. Proposed sampling locations are shown on Figure
t.
Sampling Parameters
Sampling parameters for the marine and freshwater environments surrounding Maritime Village include
the following that are tested at the Ecology marine sampling sites:
o Temperature
.pH
. Salini0
o Density (specific gravity)
o Dissolved oxygen
In addition to these parameters measured at Ecology sites, the marine and freshwater will be analyzed for
the presence of:
o Pesticides,
o Herbicides,
Year
Pressure
(db)
Fluorescence
(uga)
Salinlty
(PSU)
Slgma
Theta
(dg/m^3)
Temperature
(deg.C)Transmisslvity
Oxygen
(umollkg)
June 2003 2.5 2.99449999 27.7424 20.4533999 14.665800000 74.27s499999 385.682999
June 2002 2.5 1.58349999 27.73110 20.20r''4 15.817 70.45669999 300.892999
November 2001 2.5 1.03370000 28.9818 22.2014 10.34929999 72.862399999 237.556999
June 2000 2.5 18.6269999 26.9954 20.1650999 I 3.1 9480000 s3.8303000 346.723999
Pressure Fluorescence
(ug/l)
Salinlty
(PSU)
Slgma
Theta
(dg/m^3)
Temperature
(deg.C)
Oxygen
(umo!ftg)Year (db)Transmlsslvity
June
2003 2.5 14.622 28.4895 21.4338000 12.5783 61.0077 409.9909999
June
2002 2.5 0.934479999 27.723/000 20.3553 15.0716 74.97629999 289.02499999
November
2001 2.5 1.4998 27.302 20.891300 10.368 70.7898 206.776000
June
2000 2.5 21.8329999 27.6558999 20.8109 12.458600 60.2351999 332.189000
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. Heavy metals, and
o Nutrients.
Sampling Procedures
Sampling procedures for each sampling parameter will follow documented Ecology Standard Operating
Procedures (SOP) and EPA guidelines, if applicable. Properly trained staff will follow the appropriate
SOP during collection and transport of the samples. Appropriate holding times, holding temperatures,
proper collection equipment and bottles will be specifically followed for each water quality parameter. A
chain-of-custody (COC) form will be filled out and delivered to a state-approved laboratory for analysis
of each established water quality parameter.
Black Point Properties
Sampling Locations
Stormwater for irrigation and/or aquifer recharge is the main sources of water to be sampled on this
property. By testing the stormwater and runoffentering and exiting the holding pond, the effectiveness of
having a settling area prior to any treatment can be tested. Sampling locations for the golf course and
residential units (Figure l) include in-line points related to the transmission lines originating at the
residential output flows to the holding pond for the water and irrigation management system (Wetland B),
where treated water from the sewage treatment plant will be used to irrigate the golf course. Test results
from water that is used for irrigation and/or groundwater recharge will be compared to water quality
results from the intemal sampling and analysis conducted within the sewage treatment plant and/or the
holding pond outflow to document changes in water quality.
Sampling Parameters
Proposed sampling parameters for stormwater runoff and treated waters at Black Point include the
following:
o Temperature
.pH
o Dissolved oxygen
o Pesticides,herbicides
o Nitrogen (nitrate and ammonia)- nutrients
o Phosphorus (total)- nutrients
Sampling Procedures
Sampling procedures for each sampling parameter will follow documented Ecology Standard Operating
Procedures (SOPs) and EPA guidelines, if applicable. Ecology SOPs can be found in Appendix A.
Properly trained staff will follow the appropriate SOP during collection and transport of the samples.
Appropriate holding times, holding temperatures, proper collection equipment and bottles will be
specifically followed for each water quality parameter. A chain-of-custody (COC) form will be filled out
and delivered to a state-approved laboratory for analysis of each established water quality parameter.
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PeRroRunruce STaHoARDS
Performance standards will meet Washington State /Ecology requirements per WAC 173-200 and -201A.
This water quality monitoring plan is related to the Golf Course Development and Operations BMP plan,
which is regulated under JCC Title 18.20.190, although no specific performance standards are defined for
Jefferson County.
WAC 173-2014-600 (lXa)(iv) designates all fresh waters that are tributaries to extraordinary quality
marine waters, which Hood Canal is so designated, as core summer salmonid habitat for aquatic life uses.
Streams A through E are tributary to Hood Canal. Tables 3 and 5 illustrate proposed water quality
parameter goals for the marine and freshwater sampling locations in Maritime Village based on WAC
173-201A-200 and 173-201A-210. The fresh waters of Black Point Properties are isolated and do not
flow into Hood Canal, but a portion will infiltrate. Therefore, the performance standards for the
freshwater samples on Black Point are based water quality standards for ground waters of the state of
Washington (WAC 173-200\ and the state's anti-degradation policy (WAC 173-200-030), which declares
that existing water quality shall be protected. Table 5 describes the freshwater sampling water quality
performance standards based on the ground water quality criteria (WAC 173-200-040).
Table 4. Maritime Village Marine Performance Standards (to be established)
Parameter Category Crlteria
Temperature Extraordinary quality 13 degrees Celsius for highest
1{ay maximum (1-DMax)
pH Extraordinary quality
Within the range of 7.0 to 8.5
with a human-caused variation
of less than 0.2 units
Salinity N/A
Density (specific Aravity)N/A
Dissolved oxygen Extraordinary quality 7.0 mg/L for lowest 1{ay
minimum
Metals N/A
Ecology Regulatlons
wAc 173-201A-210
wAc 173-201A-210
N/A
N/A
wAc 173-201A-210
N/A
Table 5. Maritime Village Freshwater Performance Standards (to be estabtished)
Parameter Category Griteria Ecology Regulatlons
Temperature Core summer
salmonid habitat
12 degrees Celsius for highest
7{ay average of the daily
maximum temperatures (7-
DADMax)
Ecology WAC 1 73-201A-200
pH Core summer
salmonid habitat
Within the range of 6.5 to 8.5
with a human-caused variation
of less than 0.2 units
Ecology WAC 173-201A-200
Salinity N/A N/A
Density (specific gravity)N/A N/A
Dissolved oxygen 9.5 mg/L for lowest 1{ay
minimum Ecology WAC 1 73-201A-200
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Table 6. Black Point Properties Freshwater Performance Standards (to be established)
Parameter Criteria Ecology Regulations
Temperature N/A No groundwater standard
pH 6.5 to 8.5 Ecology WAC 173-200-040 (3),
Table 1
Dissolved oxygen N/A No ground water standard
Pesticides Multiple Ecology WAC 173-200-040 (3),
Table 1
Ecology WAC 173-200-040 (3),
Table 1
Ecology WAC 173-200-040 (3),
Table 1
Herbicides
Nitrogen 10 mg/L
Phosphorus No ground water standard
Metals Multiple Ecology WAC 173-200-040 (3),
Table 1
MONITORING SCHEDULE
Statesman proposes that the construction at the Brinnon MPR will be in phases. The proposed Phase I
will be an approximately l6-month period when the infrastructure will be developed, including interior
transportation, sanitary sewer and treatment facilities, water system and grading of the golf course.
Proposed Phase 2 will be the 6-year, or greater, development of the Black Point Properties, including:
Stage l- residential units, conference center, staff housing, paving of interior roads and exterior turn
lanes, and seeding ofgolfcourse; Stage 2- additional residential units, resort, open golfcourse; Stage 3-
develop chalets and villas; Stage 3- complete residential villas and chalets. Phase 3, the 3.5-year
development of the maritime village lots: Stage l- demolition of existing buildings, new structures, 88
casitas and chalets, replacement of wooden docks and fuel delivery system; Stage 2- development of
resort chalets and villas overseeing the marina. Phases 2 and 3 may overlap.
The number of applicable sampling points will increase as the development progresses. For example, the
sampling of in-line stormwater or the reclaimed water storage area cannot be established until the
facilities are in place. The monitoring schedule is based on approving of the comprehensive plan
amendment for MLA 06-97 (Jefferson County Ordinance No. 0l-0128-08, 63 r.) to adequately assess the
water quality within the Brinnon MPR. The monitoring schedule is presented in Table 7. The schedule
does not include monitoring conducted pertaining to the SWPPP, sewage treatment plant or potable water
supply.
File No. 12677-001-06
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Table 7. Proposed Monitoring Schedule
Year Schedule
Pre-Construction Quarterly
1st Year
(Construction Phase
1)
Monthly
2nd Year (Phase 1)Monthly
3rd Year (Phases 2
and 3)
Quarterly
4th Year (Phases 2
and 3)
Quarterly
Sth Year (Phases 2
and 3)
Quarterly
6th through 1Oth Year TBD
Comments
Establish baseline conditions in marine waters and existing stormwater
discharges
Monitor stormwater discharge at Marine Village and in-line stormwater
on Black Point as @nveyanoe facilities are constructed
Monilor proposed sampling locations, complete sampling network will
be in place with build-out
As analyses are evaluated and results are favorable, the sampling can
be modifted with approval from Jefferson County
As analyses are evaluated and results are favorable, the sampling can
be modified with approval from Jefferson County
As analyses are evaluated and results are favorable, the sampling can
be modified with approval from Jefferson County
Schedule to be determined based on analysis of results and need for
modification of schedule and monitoring points after approval from
Jefferson County
Aoaprve MlrunoemeHr
This water quality monitoring plan may be modified based on analysis of results, comparison of existing
data sources and consultation with Jefferson County. Altemative management decisions will be
addressed as more project details are developed and results are analyzed and compared with baseline
conditions. The monitoring plan may be revised over time so that it remains contemporary and reflects
industry standards. The following are examples of revisions that could be addressed:
. Sampling sites may be added or removed depending on availability of surface water and./or
appropriateness of sampling locations to final design.
r The monitoring schedule may be modified based on the evaluation of the results.
r Update or improve sampling techniques based on new technology or industry standards.
o Revise parameters to reflect changes in existing environmental concems or chemicals used on
site.
SUMMARY
No water quality changes are anticipated to occur as the site will implement a number of BMPs into the
Brinnon MPR project and operational design. The sampling locations were chosen to provide geographic
coverage and parameters chosen are the ones most likely to provide indications of potential water quality
impacts. Water quality analyses results will be maintained by the Resort Operator and copies will be
made available to Jefferson County and Ecology, as requested. Water quality results will be compared to
baseline measurements recorded by Ecology (HCDOP 2008a) and PRISM (2008). If deficiencies are
identified after comparison and analysis of the results, the resort will be required to notiff Jefferson
County and participate in further review of the findings. Together the County and the Brinnon MPR will
work together to find a mutually beneficial solution which may include additional sampling and analysis,
alterations to their current BMP practices or exploration of other BMP altematives, such as additional
BMP implementation or treatment.
File No. 12677-001-06
August 18, 2008
Page 9 GeoErcntrrs/
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LIMITATIONS
GeoEngineers has developed this Water Quality Monitoring Plan for the property located at Pleasant
Harbor and Black Point owned by Statesman Corporation in general accordance with the scope and
limitations of our proposal dated March I l, 2008. Within the limitations of scope, schedule and budget,
our services have been executed in accordance with the generally accepted practices in this area at the
time this report was prepared. No warranty or other conditions express or implied should be understood.
This report has been prepared for the exclusive use of Statesman Corporation and authorized agents and
regulatory agencies following the described methods and information available at the time of the work.
No other party may rely on the product of our services unless we agree in advance to such reliance in
writing. The information contained herein should not be applied for any purpose or project except the one
originally contemplated.
The applicant is advised to contact all appropriate regulatory agencies (local, state, and federal) prior to
design or construction of any development to obtain necessary permits and approvals.
REFERENCES
GeoEngineers, Inc. 2006a. Pleasant Harbor Marina and Golf Resort Shoreline Characteization Report.
August 3,2006.
GeoEngineers, Inc. 2006b. Pleasant Harbor Marina and Golf Resort Marina Impact Analysis. August 15,
2006.
GeoEngineers, Inc. 2008b. Draft Brinnon MPR Wetland and Wetland Buffer Mitigation Plan. June 23,
2008.
GeoEngineers, Inc. 2008c. Draft Brinnon MPR Golf Course Development and Operation Best
Management Practices Plan. July 23,2008.
Hood Canal Dissolved Oxygen Program (HCDOP). 2008a. Hood Canal Dissolved Oxygen.
http://www.hoodcanal.washineton.edu/aboutHC/brochure.html and
hnp ://www. hoodcanal. washington.edu/aboutHC/brochure2. html
Accessed July 20, 2008
Hood Canal Dissolved Oxygen Program (HCDOP). 2008b. Low Dissolved Oxygen in Hood Canal.
hnp ://www.hoodcanal. washington.edu/aboutHC/scienceprimer..i sp
Accessed July 20, 2008
Jefferson County. 2007. Final Environmental Impact Statement for the Brinnon Master Planned Resort.
November 27 ,2007 . Brinnon, Washington.
Jefferson County. 2008. Jefferson County Code (JCC). Title l8 Unified Development Code, Chapter
I 8.20. Perfornance and Use-Specifi c Standards.
Jefferson County. 2008. Jefferson County Code (JCC). Title l8 Unified Development Code, Chapter
18.22. Critical Areas Ordinance.
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GeoEngineers,Inc. 2008a. Draft Brinnon MPR Habitat Management Plan. June 23, 2008.
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King County. 1993. Best Management Practices for Golf Course Development and Operation, King
County, Washington.
Puget Sound Regional Synthesis Model (PRISM). 2008. PRISM Cruise Data
http ://www.pri sm.washin gton. edu/CD
Accessed July 22,2008
University of Washington. 2005. Quartermaster Harbor - Results.
http ://courses. washington. edu/uwtoce05/webe2/qmhresults.htm
Accessed JuJy 22,2008
Subsurface Group. 2008. Draft Final Pleasant Harbor Marina and Golf Resort Water Supply and
Groundwater Impact Analysis- Summary of 2008 Findings.
Washington Administrative Code. 2008. Title 173 Chapter 201A, Water Quality Standards for Surface
Waters of the State of Washington
Washington State Department of Ecology.2004. Water Quality Assessment for Washington viewer
303(d) and 305(b) Report.
hnp ://apps.ecy. wa. eov/wqawa/viewer.htm
Accessed July 18, 2008
Washington State Department of Ecology. 2005. Washington State Water Quality Assessment 303(d) and
305(b) Report.
hnp://www.ecy. wa. eov/proerams/wq/3 03d/2002/2002-index.html
Accessed July t 8, 2008
Washington State Department of Ecology. 2008. Candidate 2008 Washington State Water Quality
Assessment 303(d) and 305(b).
hnp ://apps.ecy.wa. gov/wats08/
Accessed July 18,2008
FileNo.12677-001-06
August 18,2008
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Vicinity Map with Sampling Locations
Brinnon Master Planned Resort
Brinnon, Washington
GeoErucrNEERs Figure 1
Proposed Golf Course
Fairways
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C@rdinate
SandProposed Structures
r^.aa Delineated Streams Greens
Delineated Wetlands Holes
Sampling Location
SITE
this @mmunietion.
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pormnal us€ tr resle. without pemi$is.
Datia Soures: Aerial photo (dated 2005) rrorn ESRI Prime Wodd 2D.
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