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Pleasant Harbor Master Planned Resort
Construction Phasing and Sequencing Proposal
STAGE I: Phase 1
Begin clearing drainage basins that produce no runoff that leaves the site (Basins 4, 5, 7, 13, and 14)
and that will provide excavated material for construction aggregates material processing or for mass
fill of Kettles B and C. The entire Kettle B area will be cleared. Large areas where deep excavation is
proposed lie to the south, west, and north of the kettle. Kettle B will receive approximately 1,000,000
cy of fill before it can be finish -graded and lined with synthetic liners to start receiving site runoff and
Class A effluent from the wastewater treatment plant. Liners could be installed during the wet season,
though dry season installation is preferred. Channels and culverts to be constructed will convey
surface water runoff overflows to infiltration areas within golf course fairways.
Place erosion control measures and perhaps redirect runoff into the large kettle (Kettle B) prior to
clearing and rough -grading to create the construction aggregates material processing site/plant(s). The
relatively flat, centrally -located site proposed for materials processing is at the base of one of several
40+ foot cut areas. This will be the source of construction materials and fill material for early portions
of the project. As excavation progresses and runoff is directed northward, Drainage Basin 13 will be
expanded to the south which will allow for additional clearing. If clearing is limited to the south edge
of the Drainage Basin 13, work could progress into the wet season. Existing roads on the site could be
used to transport materials.
• Construct the first cogeneration unit between Kettles B and C to provide power for operation of the
materials processing plant(s) and to operate the domestic water supply pumps. Clearing and grading
for this facility would be minimal if it is located to the east of Fairway 2 tees.
• Install erosion control measures along the base of the wastewater treatment plant site prior to clearing.
Place fill material behind a retaining wall to create the site for construction of the wastewater
treatment plant. Begin treatment plant construction immediately in order for it to be completed when
renovation of the Maritime Village building is complete.
• Construct a water storage facility for domestic supply and initial building phase fire protection. Install
erosion control measures; perform clearing and grading.
• Install erosion control measures at the marina and along the existing marina access drive that parallels
U.S. Highway 101.
• Widen and reconstruct the marina access drive between Black Point Road and the marina.
• Remodel/reconstruct existing marina area buildings and reconfigure/reconstruct roadways and
parking within the existing marina area. Construct sewage pump facilities that will replace the
existing septic tank and drainfield in the marina area when the wastewater treatment plant is
completed during Stage I Phase 2. Install new fuel storage and handling equipment to relocate these
facilities further landward from the shoreline.
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• STAGE I: Phase 2
• Develop the second on-site well. Connect the well to the domestic water distribution and storage
system as soon as practicable after rough grading the areas through which this piping must pass.
Place erosion control measures at the edge of the buffer along the east property line of the
Marina/Maritime Village area of the site prior to clearing. Grade the building, parking, and entry
roads to prepare this area for construction.
Install erosion control measures, implement traffic controls, and relocate utilities in preparation for
constructing improvements to the Black Point Road/U.S. Highway 101 intersection relocation and
expansion. Completion of this phase should occur earlier or coincide with completion of the Marina
Village building and parking areas. Underground utility services must cross Black Point Road. The
WDFW boat launch access road intersection with Black Point Road will be reconfigured and
reconstructed concurrent with the Black Point Road/U.S. Highway 101 intersection reconstruction.
• Install the sewage collection system, water distribution/temporary fire protection system, reuse water
systems, electrical power transmission, and communications facilities to serve the wastewater
treatment plant, the marina area, and Maritime Village Building.
STAGE II: Phase I
• Construct the wetland in the bottom of the south kettle (Kettle C). This kettle is to be converted to a
created wetland with an enhanced buffer. The bottom of the basin will be filled approximately 30 feet
to create a relatively level wetland. Fill materials will be selected from on-site materials that have low
is permeability, such as those that may be found in the existing wetland to be filled in the large kettle
(Kettle B). Buffer enhancement may take the form of clearing invasive plant species and replacement
with native plant material harvested from the site or purchased from local nurseries. Temporary
irrigation may be required for the wetland and the buffer plantings to improve the survival rate during
the first growing season. The existing closed drainage basin and the drainage basin created in the
developed condition around Kettle C will provide and maintain hydrology for the created wetland.
When wetland creation in Kettle C is complete, construct a fence around the buffer edge to prevent
construction activities and resort visitors from entering and potentially damaging the wetland and
buffer vegetation.
• Place erosion control measures along the east property line buffer of the Golf Course/Golf Resort area
of the site near Black Point Road to prepare this area for construction of the Golf Terrace 1 access
road. Excavated materials from the Maintenance Building/Staff Quarters area and from Fairways 3
and 4 could be used to construct this road embankment. Install the storm drainage system within the
road to direct runoff to stormwater treatment and detention facilities.
• Complete the Golf Terrace 1 building pad and associated parking areas. This construction may not
require significant additional erosion control measures since the runoff can be directed to the enclosed
drainage basin to the south.
• Install the sewage collection system, water distribution system, fire protection system (a function of
the fairway/landscape irrigation system), reuse water systems, power transmission, and
communications facilities to serve the Golf Terrace 1 building, and the Maintenance Building/Staff
• Quarters.
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• • Install erosion control measures and clear sufficient area during the dry season to construct the
embankment for Fairway 10 and the runoff interceptor/detention pond. This embankment will
continue north to include building sites (Black Point Villas and Black Point Townhomes), another
interceptor/detention pond, and significant portions of Fairways 7 and 8. Large areas of excavation lie
to the east and west of Fairway 10 and the building site to the north. These ponds will be lined with
synthetic liners to prevent saturation of the embankment. Pumps will be permanently installed
adjacent to these ponds to move collected runoff northward into the next drainage basin. These pumps
may be powered with permanent generators. Construction of the embankment, ponds, pumps,
forcemains, and soil stabilization must be completed during the dry season. It might be necessary to
delay completion of Fairways 7, 8, 9, 10 and part of Fairway 11 until the dry season in the following
year.
Install erosion control and wetland buffer area protection along the west side of Wetland D (along the
east property line of the Golf Course/Golf Resort area of the site) before work begins on Fairways 2,
4, 5, and 6. Since this drainage basin (Basin 10) discharges to Wetland D and then offsite, it may
require that clearing and grading in this area occur in the dry season. Very large subsurface
infiltration galleries are planned beneath these fairways. Excavation depths of 20 feet will be common
within these fairways to finished grade. Cuts to 30 feet will be required in some areas. Excavations of
more than 10 feet below finished grades will be required for installation of the infiltration piping and
select backfill. These fairways will require stabilization before the wet season begins.
• Fairway 1, and the area north of Fairways 12, 13, 14, 15, 16, 17, and 18 could be worked during wet
weather. The area north of Fairway 14 may require additional erosion control measures near the
wastewater treatment plant site in order to work during wet weather conditions. The preferred method
• of fairway construction will proceed in the order of clearing and grubbing, rough grading, drainage
installation, irrigation installation, fine grading, and seeding progressing along the fairways using
specialized types of equipment. This will allow a minimum of clearing and grubbing to occur and will
reduce the amount of time the ground is not being actively worked. The fairways in many cases can
be seeded and stabilized before the wet season arrives.
Rough -grade roads, driveways, and building pads for improvements that will be made in Stage II
Phase 2 and Stage II Phase 3 as part of adjacent fairway construction. Installation of underground wet
and dry utilities can be delayed until the Stage II Phase 2 and Phase 3 building construction occurs.
Sanitary sewer service will require pumping raw sewage from the south-central portion of the site. A
pump station will be required near the south end of the pond (Kettle B).
STAGE II: Phase 2
Install erosion/sedimentation control measures around building construction sites to protect
completed portions of the golf course (if any). Buildings to be constructed in Stage II include Golf
Terrace 2 west of Fairway 16; Golf Terrace 3 east of Fairway 14; Golf Vistas south of Fairway 15 and
west of Fairway 18; Seaview Villas west of Fairway 18; and the Maintenance Building and Staff
Quarters north of Fairway 3.
• Extend roads and utility services to the Stage II Phase 2 building sites.
• Construct two sanitary sewer pump stations: one at the south end of Kettle B to serve building
construction to the northwest (Sea View Villas and Golf Vistas), and one adjacent to the Maintenance
• Building/Staff Quarters.
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• • Construct the sanitary sewer pump station at the Maintenance Building/Staff Quarters.
• Reconstruct Black Point Road from the end of Stage I Phase 2 intersection improvements east of U.S.
Highway 101 to the resort east entrance in the northeast corner of the Golf Course/Golf Resort area of
the site. Install erosion/sedimentation control measures, as required.
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STAGE II: Phase 3
• Install erosion/sedimentation control measures around building construction sites for the Golf Terrace
4 building north of Fairway 12; Sea View Villas adjacent to Kettle C, north of Fairways 10, 11, and
12, west of Fairway 7, and south of Fairway 4; and Golf Vistas east of Kettle C.
• Extend roads and utility services to the Stage II Phase 3 building sites.
Construct the sanitary sewer pump station at the southeast corner of the site to serve the Sea View
Villas west of Fairway 7, north of Fairway 10, and north of Fairway 11.
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