HomeMy WebLinkAboutLog018
Cases
BL090-00009 MEYERS
Application Received: 1/4/1990 Permit Issued/Case closed: 1/4/1990
studio with attached garage
No findings, conditions, or permissions found.
XMP88-00065 CAPE GEORGE FISHERMANS C
Application Received: 11/9/1988 Permit Issued/Case closed: Case Finaled:
PROPOSAL: The project IS to move and secure floating logs in the Beckett Point Lagoon. The logs would be secured
with cables and staples.
No findings, conditions, or permissions found.
XMP99-00005 MOGA
Application Received: 2/22/1999 Permit Issued/Case closed: Case Finaled:
A tightline to the beach has been aesigned to convey storm water to the beach created by development of the lot.
No findings, conditions, or permissions found,
.'
.
,"
CASES, FINDING, CONDITIONS, PERMISSIONS FOR
Parcel 002231001
Printed: August 28, 2005
Name
Review Tvpe
Status
C
Planner
Case Finaled:
P
w
T VALIANT
CAROO-00323 BECKETT POINT FISHERMEN'S F
Application Received: 7/18/2000 Permit Issued/Case closed: Case Finaled: 2/7/2003
picnic table cover
No findings, conditions, or permissions found.
BL098-00637 MOGA
Application Received: 10/6/1998 Permit Issued/Case closed: 2/24/1999
single family residence
1.) ALL conditions of the critical area waiver must be met.
2.) The drain water tightline shall be installed within 30 days of the completion of the foundation pour.
CAR96-00119 MOGA F
Application Received: 8/16/1996 Permit Issued/Case closed: 3/23/1998 Case Finaled: 3/23/1998
Binding Advance Determination tor proposed single family residence,
1.) The subject property is located at Beckett Point Road, in Jefferson County, Washington. An application requesting a
Binding Advance Determination for a four lot parcel was reviewed by Jefferson County Permit Center Staff.
The application was reviewed by Jefferson County Permit Center staff on August 16, 1996 for the potential presence
of critical areas regulated under the provisions of the Ordinance, and the following critical areas were confirmed as
potentially present on the subject property: Bald Eagle Habitat Area, Fish and Wildlife Habitat Area, Seismic Hazard
Area, and Shoreline.
On September 23,1996, a request was sent to Washington Department of Fish and Wildlife to determine if an eagle
management plan was needed. Although wintering bald eagles use the subject property for perching sites, no active
nests are located within a quarter mile of the parcel, therefore an eagle management plan is not required.
A site inspection by Permit Center Staff was performed on October 1, 1996,
Permit Center Staff found that surrounding the proposed building site on Lot 14 are densely vegetated areas. The
vegetation is primarily native Pacific northwestern plants. The dominate vegetation includes: Douglas-fir
(pseudotsuga menziesii), madrona (Arbutus menziessii), ocean spray (Holodiscus discolor), common snowberry
(Symphoricarpos albus), braken fern (Pteridium aquilinum), trailing blackberry (Rubus ursinus), baldhip rose (Rosa
gymnocarpa) and salal (Gaultheria shallon),
Several substantial snags (dead standing trees) are located on the subject property. The diameter at breast height
(DBH) of each snag was measured by Permit Center staff; sizes averaged 27" DBH. These snags provide important
wildlife habitat for species such as : bald eagle, kingfisher, and woodpecker. The root structure of the snags and the
existing live vegetation provide slope stability to the shoreline bluff.
Where a single dwellling unit is wihin 300 feet of 1 side of the proposed building site, the setback shall be the
difference (average) between the required setback and that of the neighboring structure.
Permit Center staff measured slopes with a clinometer, the site consists of a large hill which has an easment road to
the northeast and the shoreline on the west side. Along the northeast boundary of the property the grade was 35%,
and along the west boundary for approximately seventy-five (75) feet is a 25% grade until the shoreline bluff is
reached which has a grade greater than 70%.
These bluffs are considered unstable and are located in a landslide and seismic hazard area. The potential for an
earthquake of a high magnitude occuring in western Washington in the near future is considered a high probability by
regional experts.
10.) On June 13,1997, A geological report written by Gerald Thoresen, Consulting Geologist, was submitted to the Permit
Center regarding the subject property.
11,) Should the design of the storm water plan involve a tightline to the beach, the appllc<{ritWpul<;f trefl1~ to apply for a
shoreline exemption permit. 'J~v..,... .'
":Z~.'~
J PETERS
Case Finaled:
F
7/12/2001
L MARK
2.)
3.)
4.)
5.)
6.)
7,)
8.)
9.)
Page 1 of 8
Cases Name Review TVDe Status Planner
12.)' Patios and decks shall be of slated wood designs, so as to allow water to drain and not to collect and concentrate
, water runoff.
'13,) Native vegetation within the geological hazard setback area of 40 feet,from the top of the bluff, shall remain in its
natural state or be suplemented with plantings of the suggested native vegetation.
14,) Vegetation retained on-site following completion of clearing for roadways, utilities and the like, may be cleared only if
such clearing is absolutely necessary to complete the proposal (Note: This condition shall not be construed as
allowing removal of native vegetation within a designated critical area or its associated buffer).
15.) All trees and understory lying outside of approved construction limits shall be retained during clearing for roadways
and utilities, Understory damaged during approved clearing operations may, however, be pruned,
16.) Landslide hazard areas and their associated buffers shall remain naturally vegetated. Should buffer disturbance occur
during construction, replanting with native vegetation shall be required by the Critical Area Administrator. No alteration
shall be made to the landslide hazard area or its associated buffer without prior authorization by the Critical Area
Administrator.
17.) Based on the above findings and facts, any development activity upon this parcel shall submit for review and approval
the following document: a revised Universal Plot Plan. A plot plan is required which indicates proposed building and
septic sites with setback locations in reference to each other, adjacent property lines, and the shoreline. The plot plan
submitted indicates a thirty (30) foot setback for the proposed structure. This is not an allowed setback and needs to
be modified before the plot plan can be accepted.
18.) The applicant shall to the best extent possible, preserve existing large conifers and snags for priority species wildlife
habitat. Selective limbing of trees is a preferred method if view windows and/or safety are an issue.
19.) The large conifer trees and snags shall be retained to the best extent possible for protection of wildlife habitat.
Selective limbing of trees is a preferred method if view windows and/or safety are an issue.
20.) Per averaging the setback between the adjacent single family residence, and the recommended setback in the report
submitted June 13, 1997 by Gerald Thorsen, Consulting Geologist; a minimum setback from the top of the shoreline
bluff of forty (40) feet shall be established.
21.) The applicant shall develop and submit to the Permit Center for approval, a "Small Parcel Erosion Control Plan." (see
enclosures), The subject permit will not be issued unless the applicant submits to the Permit Center, a copy of the
"Small Parcel Erosion Control Plan". Once the subject permit has been issued, the applicant shall fully implement the
provisions of the submitted "Small Parcel Erosion Control Plan", and contact the Permit Center to arrange a schedule
of inspection for plan compliance. A Certificate of Occupancy will not be issued until the Permit Center verifies plan
compliance.
CAR99-00023 MOGA F L MARK
Application Received: 10/6/1998 Permit Issued/Case closed: 2/21/1999 Case Finaled: 2/21/1999
Critical Area Review for proposed single family residence, in response to complaint COM98-0057.
1.) A complaint (#COM98-0057) regarding improper implementation of storm water control at the subject property was
filed with the Permit Center on 9/25/98, Acting upon the above information, Jefferson County staff conducted a site
inspection of the subject property on 10/7/98 and confirmed storm water control and Best Management Practices
were not being implemented as required by conditions found in previously issued permits XMP98-0007, CAR96-0119
and SEP97-0286.
2,) Specifically, the conditions 1 through 11 as stated in document CAR96-0119, dated September 8, 1997, required
installation of a stormwater tightline to the beach, and compliance with the Small Parcel Erosion Control Plan
submitted 2/26/98.
3,) The applicant was notified of this determination on October 21, 1998,
4.) The applicant responded to Jefferson County staff and stated that a construction crew was working on implementing
the proper BMP's and installing a rock wall at the road and driveway entrance to correct the problem,
5,) Staff conducted a subsequent site inspection and confirmed that proper BMP's had been installed to correct the
situation.
6.) The applicant shall implement fully the approved "Small Parcel Erosion Control Plan" dated 2/26/98. A Certificate of
Occupancy will not be issued until the Permit Center verifies plan compliance.
7.) All construction activities, including the storage and preparation of materials, shall not encroach upon the designated
geologically hazardous area, or its associated buffer.
8.) Clearing limits for roads, septic, water and stormwater utilities, and temporary erosion control facilities shall be clearly
identified on site and inspected by the Critical Area Administrator, or their designee, prior to the commencement of
any clearing activities.
9.) Clearing for roads and utilities shall remain within marked limits,
10,) No clearing for roadways or utilities shall occur on the project site until clearing necessary for the installation of
temporary sedimentation and erosion control measures has been completed,
11.) Prior to and during approved construction activities, the perimeter of the landslide hazard area buffer shall be marked
with a temporary sign. The sign shall be placed in such a manner that it can be directly observed from the construction
area. The sign shall contain the following statement: "Landslide Hazard Area and Buffer - Do not Remove or Alter
Existing Native Vegetation."
Page 2 of 8
I~
2-
Ib'
Cases Name Review Tvpe Status Planner
12.)' Landslide hazard areas and their associated buffers shall remain naturally vegetated. Should buffer disturbance occur
during construction, replanting with native vegetation shall be required by the Critical Area Administrator. No alteration
shall be made to the landslide hazard area or its associated buffer without prior authorization by the Critical Area
Administrator.
13,) Residential structures shall not exceed thirty-five (35) feet in height.
14.) Surface drainage shall not be directed across the face of a marine bluff, landslide hazard or ravine. If drainage must
be discharged from a bluff to adjacent waters, it shall be collected above the face of the bluff and discharged to the
water by tight line drain and provided with an energy dissipating device at the shoreline, A shoreline permit is required
to discharge water at the shoreline.
15.) The applicant shall fully implement all conditions contained in the shoreline permit exemption dated 3/28/98 for the
installation of a stormwater tight-line. The exemption permit expires 3/28/99.
16.) By agreement with AI Scalf, Jefferson County Shoreline Administrator, the tightline may be installed after the building
foundation,for the single family residence,has been constructed. The tightline shall be installed within 30 days of
completion of the foundation pour.
17.) All prior conditions contained in the signed waiver of CAR96-0119 shall be followed except where such conditions
contradict those contained in this document (CAR99-0023), CAR99-0023 shall supercede CAR96-0119.
COM98-00057 MOGA F
Application Received: 9/25/1998 Permit Issued/Case closed: Case Finaled: 2/24/1999
Storm water plan and approved best management practices not being implemented. Neighbor is concerned that
geohazard area is eroding,
No findings, conditions, or permissions found.
COM99-00010
Application Received: 3/24/1999
Eagle nest located near property.
below his property.
No findings, conditions, or permissions found,
XM P98-00007 MOGA
Application Received: 2/26/1998 Permit Issued/Case closed: 3/23/1998
tight line to beach for storm water
1.) The proposal is consistent with Exemptons Section 3.402(1) of the Jefferson-Port Townsend Shoreline Management
Master Program.
A Small Parcel Erosion Control Plan has been submitted as part of this application.
The proposal is for a stormwater outfall to extend down the base of a bluff for dispersal at an energy dissipator.
The proponent shall notify the Jefferson County Permit Center, (360) 379-4450, Development Review Division 48
hours in advance prior to commencing construction in order to allow monitoring and ensure conformance with project
conditions,
The proponent shall comply with conditions as set forth in the Critical Area Waiver (CAR96-0119).
No fill or other material may be placed in the waters or intertidal areas of Jefferson County,
Work within the jurisdiction of the Shoreline Program other than as described above shall receive separate review
from this office.
Prior to commencing construction, proponent should contact the Washington State Department of Fisheries at (360)
895-4757 to determine whether this action is subject to the Washington State Hydraulics Code.
This approval pertains to Jefferson-Port Townsend Shoreline Management Master Program requirements only. The
approval of any other agency with jurisdiction or any other required permits shall be obtained prior to undertaking the
project.
ZON03-00013 MLA03-00098 FORSTER
Application Received: 3/4/2003 Permit Issued/Case closed: 4/10/2003
Site Plan Approval Advance Uetermination (SPAAD)
1,) The application was reviewed by the Jefferson County Department of Community Development staff on March 12,
2003 for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified
Development Code (UDC). After an initial Geographic Information Systems mapping review and an investigative site
inspection, the following ESAs were confirmed to be present on the subject property: Suburban Shoreline, Fish &
Wildlife Habitat (Blue Heron), Wetlands, Seismic Hazard, Flood, Susceptible Aquifer Recharge Area, Coastal
Seawater Intrusion Protection Zone (SIPZ).
Washington State Department of Fish & Wildlife offered no comment on the application. The site is cleared, and the
proposal will not conflict with blue heron habitat.
The wetlands are located opposite Beckett Point Rd from the subject parcel. The Administrator determined the
wetland buffer value is negated at the road.
Aquifer Recharge Areas in Jefferson County are characterized by porous geological formations that allow percolation
of the surface water into the soils and the underlying zone of saturation. Aquifers are geologic formations that contain
sufficient saturated permeable material to yield significant quantities of water to wells and springs. AqUffers serve as
the source of drinking water within most of the rural portions of Jefferson County.
MOGA F
Permit Issued/Case closed: Case Finaled: 3/25/1999
Backhoe working on property, Large amounts of debris/dirt/trees/slufflng off bluff
A
L MARK
Case Finaled:
2.)
3.)
4,)
5.)
6.)
7.)
8.)
9.)
I
Case Finaled:
S HOSKINS
A
2,)
3.)
4,)
Page 3 of 8
,g
3
10'.-
7.)
8.)
Name Review TVDe Status Planner
Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of
recharge waters to groundwater aquifers,
Geologically Hazardous Areas in Jefferson County are characterized by slope, soil type, geologic material, and
groundwater that may combine to create problems with slope stability, erosion, and water quality during and after
construction or during natural events such as earthquakes or severe rainstorms,
Buffers are areas that shall be maintained in their natural condition, however, minor pruning or alteration of vegetation
may be permitted as long as the function and character of the buffer are not diminished,
Among the native conifer species which may be used in buffers or for re-vegetation include, but are not limited to:
Grand Fir (Aibes grandis), Sitka Spruce (Picea Sitchensis), Shore Pine (Pinus Contorta), Douglas Fir (Pseudotsuga
Menziesii), Western Red Cedar (Thuja Plicata), and Western Hemlock (Tsuga Heterophylla).
Cases
5,)
, 6,)
Among native tree species which may be used includes: Vine Maple (Acer Circinatum), Big-Leaf Maple (Acer
Macrophyllum), Red Alder (Alnus Rubra), Pacific Madrone (Arbutus Menziesii), Quaking Aspen (Populus Tremula),
Black Cottonwood (Populus Trichocarpa), Bitter Cherry (prunus Emarginata), Oregon White Oak (Quercus Garryana),
Cascara (Rhamnus Purshiana), Pacific Willow (Saliz Lasiandra), and Scouler's Willow (Saliz Scouleriana).
Among the native shrub species which may be used are: Sevice-Berry (Amalanchier Alnifolia), Red Osier Dogwood
(Corn us Stolonifera) Salal (Gaultheria Shallon), Ocean Spray (Holodiscus Discolor), Indian Plum (Oemlaria
Cerasiformis), Pacific Ninebark (Physocarpus Capitus), Red Flowering Currant (Ribes Sanguineum), Wild Rose
(Rosa Nutkana), Swamp Rose (Rosa Pisocarpa), Willows (Salix ssp.), Red Elderberry (Sambucus Racemosa),
Snowberry (Symphoricarpos Albus), Evergreen Huckleberry (Vaccinium Ovatum), Red Huckleberry (Vaccinium
Parvifolium).
9.) Marine shorelines and islands are susceptible to a condition that is known as seawater intrusion. Seawater intrusion
is a condition in which the saltwater/freshwater interface in an aquifer moves inland so that wells drilled on upland
areas cannot obtain freshwater suitable for public consumption without significant additional treatment and cost.
Maintaining a stable balance in the saltwater/freshwater interface is primarily a function of the rate of aquifer recharge
(primarily through rainfall) and the rate of groundwater withdrawals (primarily through wells). The Washington
Department of Ecology is the agency with statutory authority to regulate groundwater withdrawal for individual wells in
Jefferson County. New development, redevelopment, and land use activities on islands and in close proximity to
marine shorelines in particular should be developed in such a manner to maximize aquifer recharge and maintain the
saltwater/freshwater balance to the maximum extent possible by infiltrating storm water runoff so that it recharges the
aquifer.
10.) The parcel is located within a coastal SIPZ (seawater intrusion protection zone) according to the County GIS map,
There are voluntary and mandatory measures identified in the Jefferson County Seawater Intrusion Policy (Resolution
44-22, effective September 23, 2002) that apply to well drilling proposals and building permit applications on existing
lots of record,
A Coastal SIPZ is defined as: all islands and area within one-quarter mile of marine shoreline, but no history of
chloride concentration above 100 mg/L in groundwater sources within 1000 feet.
11.) All construction activities shall not encroach upon the buffer. This includes the storage or preparation of materials.
12.) Critical Aquifer Recharge Areas may require special protection measures to mitigate water quality degradation. The
submitted proposal does not require additional aquifer protection measures. However, during construction the project
shall follow the Best Management Practices (BMPs) and facility design standards as identified and defined in the
Stormwater Management Manual for the Puget Sound Basin.
13.) To help prevent seawater from intruding landward into underground aquifers, all new development activity on
Marrowstone Island, Indian Island and within 1/4 mile of any marine shoreline shall be required to infiltrate all
storm water runoff onsite,
14.) VOLUNTARY MEASURES OF COASTAL & AT RISK SIPZ:
Water conservation measures:
1. Roof and other intercepted precipitation shall be routed to on-site detention ponds and/or other approved means
and allowed to be released to the soil slowly,
2. Water collected from Storm water and roof catchments may be used for watering lawns and gardens. Unless
catchment water has been treated to meet drinking water standards, there shall be no cross connections allowed
between the potable supply and impounded water.
3. Water withdrawn from wells on each property shall not be used for watering of lawns and/or gardens.
4. Ground water withdrawn from each property shall be restricted to a rate of three (3) gallons per minute.
5. Installation of water conserving fixtures such as low flow toilets, faucets and shower restrictors and other water
saving plumbing fixtures,
6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation),
Please NOTE that the above listed measures are not intended to be exhaustive, but rather is intended to be illustrative
of the types of water conservation measures,
Page 4 of 8
l~
q
lip
Cases
15.) .
16.)
17,)
18.)
19.)
20,)
21,)
22.)
23.)
24.)
25.)
Name Review Tvpe Status Planner
VOLUNTARY MEASURES OF COASTAL & AT RISK SIPZ:
1. Installation of a flow meter.
2. On-going well monitoring for chloride concentration.
3. Submittal of monitoring data to County,
MANDATORY MEASURES FOR COASTAL SIPZ:
1. For proof of potable water on a building permit application, applicant must utilize DOH-approved public water
system if available.
2, If public water is unavailable, a qualifying alternative system may be used as proof of potable water or an individual
well may be used as proof of potable water subject to the following requirement:
a. Chloride concentration of a laboratory-certified well water sample submitted with building permit application.
3. If public water is unavailable, a qualifying alternative system may be used as proof of potable water.
Flood proofing measures are to be used as required by the Jefferson County Flood Damage Prevention Ordinance.
All new construction shall use construction methods which minimize flood damage.
New construction shall have the lowest floor elevated to at least one foot above base flood elevation.
Fully enclosed areas below the lowest floor that are subject to flooding are prohibited unless designed to automatically
equalize hydrostatic flood forces on exterior walls by allowing for the entry and exit of floodwater. Designs for meeting
this requirement must either be certified by a registered professional engineer or architect or must meet or exceed the
following criteria: a. A minimum of two openings having a total net area of not less than one square inch for every
square foot of enclosed area subject to flooding shall be provided. b. The bottom of all openings shall be no higher
than one foot above grade. c. Openings may be equipt with screens, louvers, or other coverings or devices provided
that they permit the automatic entry and exit of floodwater.
All new construction shall: a. be anchored to prevent flotation, collapse, or lateral movement of the sturcture, b, be
constructed with materials and utility equipment resistant to flood damage and potential damage to adjacent
properties, c, be constructed using methods and practices that minimize flood damage. d. have structural components
capable of resisting hydrostatic and hydrodynamic loads and the effects of buoyancy, e, electrical, heating, ventilation,
plumbing, air-conditioning equipment, and other service facilities shall be designed and/or otherwise elevated or
located so as to prevent water from entering or accumulating within the components during conditions of flooding.
Flood proofing of structures shall be provided by one or more of the following methods: a. Landfill: (Note: Landfills are
not permitted in the floodway.) The placement of fill may be utilized to elevate the structure and must comply with the
standards and policies of the Jefferson County Shoreline Master Program, if applicable. b. Pole, pier or piling
construction: The use of poles, piers, or piles for the foundation of the structure may be used to allow the unrestricted
flow of flood waters during periods at a base flood. The lowest floor must be one foot above the base flood level. c.
Parallel Foundation Walls: Foundation walls may be designed and constructed to provide open spaces through which
water can flow unrestricted to equalize pressure. In velocity flood situations, it is important that all foundation walls be
parallel to the flow of the floodwaters, d. Extended Foundation Walls and Basements: (Note: Extended foundation
walls and basements are not permitted in the floodway,) The lowest habitable floor of a residence may be constructed
on foundation walls that extend above grade to one foot above the height of the base flood provided that residential
construction complies with the requirment of Section 5.101 (2), "Residential Construction," regarding the design of
enclosed areas.
Utilities shall be designed as specified in Section 5.20 of Ordinance No, 18-1120-95,
Upon submittal of a building permit application, the applicant must provide a flood elevation certificate.
The standard setback for residential structures, including common appurtenant structures such as garages and
workshops, shall be thirty (30) feet or one (1) foot for each foot of bank height, whichever is greater. This setback
shall be measured from the bank's edge when the bank's height exceeds 10 feet. When the bank's height is less than
10 feet, the setback shall be measured from the ordinary high water mark, The setback shall not exceed 100 feet.
Page 5 of 8
\g
5
/h
Cases Name Review Tvee Status Planner
26.)' The proposal was reviewed against the site plan determination criteria of the Unified Development Code (Section 8.7),
The criteria for approval is as follows:
1, The proposed site plan conforms to all applicable county, state, and federal land use, environmental and health
regulations and plans, including but not limited to the following: The Jefferson County Comprehensive Plan and the
provisions of the Unified Development Code.
Staff comment: The application was reviewed for consistency under the provisions of the Unified Development Code,
Comprehensive Plan, and Shoreline Master Program. The application was found in compliance with all ordinances
pertaining to the proposed development.
2. Adequate provisions for utilities and other public services necessary to serve the needs of the proposed site plan
have been demonstrated, including open spaces, drainage ways, roads, and other public ways, potable water,
sewerage disposal, fire flow and other improvements.
Staff comment: The proposal was not reviewed for open space as the parcel is approximately 3,167 square feet
(0.0727 acres) in size.
This SPAAD has not been reviewed for adequacy of sewerage disposal. Jefferson County Department of
Environmental Health commented on the application on March 18, 2003 and determined the 20 foot building setback
from the road should be adequate to allow tanks and a driveway assuming the parcel connects to the future
community drainfield. Environmental Health also noted no plans are currently before the county to install the
community drainfield and the number of bedrooms allowed to connect is not known.
PUD #1 completed a Water Availability Notification May 3,2003 for Lot 35 of Beckett Point Beach Annex, This
connection is required prior to building permit final sign off and would fulfill the requirements for potable water and fire
flow.
Beckett Point Rd is a county local access road. A road approach permit (RAP03-00049) was reviewed under this
application, An address of 1024 Beckett Point Rd has been assigned to the parcel.
The applicant shall adhere to the Washington State Department of Ecology Storm water Management Manual for
storm water control.
3. The probable significant adverse environmental impacts of the proposed site plan, together with any practical
means of mitigating adverse impacts, have been considered such that the proposal will not have an unacceptable
adverse effect upon the quality of the environment, in accordance with the State Environmental Policy Act (SEPA)
implementing the provisions contained within Section 8 of this Code and Chapter 43,21 C RCW,
Staff comment: Single family residences are EXEMPT from the State Environmental Policy Act (SEPA), WAC
197-11-800(1 )(b)(i) identifies the construction of any residential structure of four (4) dwelling units,
27.)
4. Approving the proposed site plan will serve the public use and interest and adequate provision has been made for
the public health, safety and general welfare.
Staff comment: The proposal will not affect the public health, safety, and general welfare.
Duration of Approval - Several of the included findings shall become conditions upon the submittal of a building and
septic permit. The duration of approval of the Site Plan shall be effective for five (5) years from the date of original
approval by the Administrator. If a building permit has not been issued within the five (5) year period, the Site Plan
Approval Advance Determination (SPAAD) cannot be revived or extended except by new application that must meet
all the existing criteria and conditions listed in this Section. Knowledge of the expiration date shall be the responsibility
of the applicant. The county will not provide notification prior to expiration,
28.)
29.)
Limitations of Approval - Approval of the site plan shall not guarantee the performance of specific site features or
improvements (e.g, wells, septic systems, storm water drainage facilities, etc,) and shall not be immune from changes
in state or federal law which are enacted or have an effective date after the date of ths Site Plan Approval Advance
Determination (SPAAD) and which may affect the performance and implementation of the site plan and associated
use or activity, Any subsequent land division or boundary line adjustment of a parcel or lot which has received site
plan approval advance determination under this Section 8.7 shall void such site plan approval and require a new site
plan approval advance determination application, Approval of a site plan under this section does not constitute
authority to comence any development or building activity until such time as final authorizing permits are issued (e.g.,
septic, wells, stormwater management, or building permit, etc.), Modification to an approved site plan may be
required by the applicant and approved by the Administrator subject to the provisions for Type I decisions. (Please
request a copy of Section 8.7 of the UDC for criteria pertaining to modifications).
The applicant shall adhere to the Department of Ecology Stormwater Management Manual at time of development
application,
A minimum of two (2) on-site parking spaces are required for the single family residence.
Page 6 of 8
~
Ib
Cases
30.) .
.31.)
Name
Maximum building height is 35 feet.
Total impervious surface coverage shall not exceed 25%. Impervious surface includes driveways, rooftops, concrete,
etc, Pre-existing legal lots of record less than one acre in size in Rural Residential Districts are subject to the
stormwater requirements in UDC Section 6.7 and must meet the "Area of Impervious Surface Coverage" to the
maximum extent practicable as determined by the Administrator.
32.) Minimum setback from the parcel boundary adjacent to Beckett Point Rd is 20 feet. Minimum setback from Ordinary
High Water Mark is 30 feet. Minimum side setbacks are 5 feet.
33.) The revised site plan as submitted with the Site Plan Approval Advance Determination (SPAAD) application on March
18, 2003 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department
of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated
February 2,2003 shall be resubmitted for review and approval by Jefferson County Department of Community
Development.
34.) This approval is for a SPAAD only. Any future permits on this site are subject to review for consistency with applicable
codes and ordinances and does not preclude review and conditions which may be placed on future permits.
35.) THIS SPAAD IS ONLY VALID IF A COMMUNITY DRAIN FIELD FOR BECKETT POINT IS INSTALLED AND MADE
AVAILABLE TO LOT 35 OF BECKETT POINT SOUTH POINT BEACH ANNEX. THIS SPAAD APPROVAL SHALL
BE CONSIDERED NULL AND VOID WITHOUT A SEWER CONNECTION.
PRJ05-00182 MLA05-00520 JEFFERSO COUNTY PUD #1
Application Received: 8/28/2005 Permit Issued/Case closed:
BECKETT POINT SANII ARY IMPROVEMENTS
No findings, conditions, or permissions found.
SDP05-00023 MLA05-00520 JEFFERSON COUNTY PUD #1
Application Received: 8/28/2005 Permit Issued/Case closed:
BECKETT POINT SANII AHY IMPROVEMENTS
No findings, conditions, or permissions found.
ZON05-00043 MLA05-00520 JEFFERSO COUNTY PUD #1
Application Received: 8/28/2005 Permit Issued/Case closed:
BECKETT POINT SANII AHY IMPROVEMENTS
No findings, conditions, or permissions found.
Review Tvpe
Status
Planner
P
Case Finaled:
P
Case Finaled:
II
Case Finaled:
P
BLDOO-00471 BECKETT POINT FISHERMEN'S F
Application Received: 7/18/2000 Permit Issued/Case closed: 2/19/2003 Case Finaled: 2/10/2005
PICNIC TABLE COVJ::H
No findings, conditions, or permissions found.
PREOO-00013 BECKETT POINT FISHERMEN'S F
Application Received: 4/4/2000 Permit Issued/Case closed: 4/19/2000 Case Finaled:
Picnic Table Cover.
No findings, conditions, or permissions found.
PRJOO-00169 BECKETT POINT FISHERMEN'S P
Application Received: 7/19/2000 Permit Issued/Case closed: Case Finaled:
Picnic Table Cover.
No findings, conditions, or permissions found.
PRE04-00035 JEFFERSON COUNTY PUD #1
Application Received: 10/12/2004 Permit Issued/Case closed: 11/30/2004 Case Finaled:
CENTRAL LOW PRESSUHJ:: SJ::WER SYSTEM
No findings, conditions, or permissions found.
J PETERS
M
S HOSKINS
SDPOO-00017 BECKETT POINT FISHERMEN'S F J PETERS
Application Received: 9/7/2000 Permit Issued/Case closed: 10/16/2000 Case Finaled:
The proposal is to construct a log structure on a concrete slab to cover an eXisting picnic table in the playground area
at Beckett Point. This proposal is exempt from review under the State Environmental Policy Act (SEPA) pursuant to
WAC 197-11-800.
1,) Substantial progress towards comletion of the project shall be performed within two years of the issuance of the
permit.
2.) Should the facility fail in the event of storms, earthquakes, tsunamis or other such events, the joint-owners shall be
responsible for any debris which falls to the beach and within the waters of the State of Washington. Furthermore, the
joint-owners shall provide for the removal of any structural debris from the beach as a result of this project.
3.) This approval pertains to Jefferson County Shoreline Management Master Program requirements only, The approval
of any other agency with jurisdiction or any other required permits shall be obtained prior to undertaking the project.
4.) Work within the shoreline jurisdiction other than as described in this permit application shall receive separate review
from this Department.
Page 7 of 8
l~
'7
Ib
Cases
5.)
Name Review TVDe Status Planner
The proponent shall notify the Jefferson County Department of Community Development at (360) 379-4450 forty-eight
(48) hours prior to commencing construction in order to allow monitoring and ensure compliance with permit
conditions.
A building permit shall be obtained from the Jefferson County Department of Community Development prior to
commencing construction,
7.) A building permit is required for this project.
SEP97-00286 MOGA
Application Received: 11/14/1997 Permit Issued/Case closed: 3/24/1998
6.)
Case Finaled:
F
2/5/1999
1.) This permit is granted based on the recorded NOTICE TO TITLE combining lots 11,12,13,14 of hill park addition to
meet the minimum land area required under WAC 246-272 Onsite Sewage Code. NOTICE recorded 12/30/97
2.) Risers are required to grade with secured lids over the inlet and outlet of the septic tank, Minimum 24" riser over inlet.
3.) All components of the septic system are to be completely protected from vehicular traffic or mechanical disturbance.
Protective barriers are required around drainfield,
4.) AN ANTI-SIPHON DEVICE MAY BE REQUIRED.
5.) TRENCH TO BE EXCAVATED TO A MINIMUM OF 24" DEPTH AND THEN BACKFILLED WITH ASTM 33 TYPE
SAND TO 24" AS PER DESIGN.
6.) Compliance with the conditions of the signed Critical Area Waiver and the Binding Advanced Determination is
required.
7.) AS PER WAC 246-272 ALL ALTERNATIVE SYSTEMS REQUIRE MONITORING. THIS MONITORING IS
PROVIDED BY AGREEMENT BETWEEN THE JEFFERSON COUNTY ENVIRONMENTAL HEALTH DIVISION AND
THE JEFFERSON COUNTY PUBLIC UTILITY DISTRICT #1. THIS SEWAGE DISPOSAL SYSTEM WILL REQUIRE
AN ACTIVE MONITORING CONTRACT WITH THE PUD #1 PRIOR TO FINAL APPROVAL OF THE SEWAGE
DISPOSAL SYSTEM.
8.) Health Dept. required to observe pressure test, 48 hour notice to be given.
9,) 50 ft. setback from bank to be maintained WITH PRIMARY AND RESERVE DRAINFIELDS.
10,) Drainlines are to be installed along the natural contours.
11,) Contact designer prior to installation for staking of drainfield area.
12,) Dose counters and timmers are required in the control panel for drainfield components,
13,) Divert all sources of drainage including roof drains away from septic tank and drainfield area.
14.) Approval/issuance of a sewage disposal permit does not guarantee the approval of other development or a building
permit on this site. Compliance with other Jefferson County and Washington State Codes is required.
15.) Approval of this sewage disposal permit does not preclude the permit holder from complying with the Critical Areas
Ordinance for other development on the site.
XMP91-00002 CAPE GEORGE FISHERMAN'S ( A
Application Received: 3/5/1991 Permit Issued/Case closed: 3/5/1991 Case Finaled:
PROPOSAL: Proposal 1 IS to remove 220 feet of destroyed bulkhead southwest of an existing boat launch at Beckett
Point and to construct 3 beach drift sills for beach restoration and erosion control.
No findings, conditions, or permissions found.
Page 8 of 8
It
~
1ft;
CASES, FINDING, CONDITIONS, PERMISSIONS FOR
Parcel 002242003
Printed: August 28,2005
Cases Name
PRJ05-00182 MLA05-00520 JEFFERSO COUNTY PUD #1
Application Received: 8/28/2005 Permit Issued/Case closed:
BECKETT POINT SANII AHY IMPROVEMENTS
No findings, conditions, or permissions found.
SDP05-00023 MLA05-00520 JEFFERSON COUNTY PUD #1
Application Received: 8/28/2005 Permit Issued/Case closed:
BECKETT POINT SANII AHY IMPROVEMENTS
No findings, conditions, or permissions found,
ZON05-00043 MLA05-00520 JEFFERSO COUNTY PUD #1
Application Received: 8/28/2005 Permit Issued/Case closed:
BECKETT POINT SANII AHY IMPROVEMENTS
No findings, conditions, or permissions found.
Page 1 of 1
Review Tvpe Status Planner
P
Case Finaled:
P
Case Finaled:
II P
Case Finaled:
if{
9: I~
~arce1 Print
Page 1 of 1
Parcel Number: 002231001
03/10/2005
Owner Mailing Address:
BECKETT POINT FISHERMEN'S CLUB
% DAVID G GOODING
242 TAYLOR ST
PORT TOWNSEND WA 983685717
Site Address:
Section:
Qtr Section:
Township:
Range:
Planning area:
Sub Division:
Land Use Code:
23
NE1/4
30N
2W
Quimper (2)
School District:
Fire Dist:
Tax Status:
Tax Code:
Port Townsend (50)
Cape George (6)
Taxable
161
7500 - RESORTS, R.V. PARKS
A/V OF IMPS ASSIGNED SEPARATE #'S
Property Description:
S23 T30 R2W I LOT 1 & TL TAX B I 37.15CH I I
o No Photo Available
1(218' (10
http://www.co.jefferson.wa.us/assessors/parcel/parcelprint.asp?P ARCEL_NO=002231 00 1... 8/28/2005
Parcel Print
Page 1 of 1
Panoe1Nurnber:002242003
03/10/2005
Owner Mailing Address:
BECKETT POINT ASHERMEN'S CLUB
% DAVID G GOODING
242 TAYLOR ST
PORT TOWNSEND WA 983685717
Site Address:
Section:
Qtr Section:
Township:
Range:
Planning area:
Sub Division:
Land Use Code:
24
NW1j4
30N
2W
Quimper (2)
School District:
Fire Dist:
Tax Status:
Tax Code:
Port Townsend (50)
Cape George (6)
Taxable
161
8300 - FOREST LAND (designated)
IMPROVEMENTS CARRIED INDIV ON BECKETT POINT CARDS IMPS ONLY
Property Description:
S24 T30 R2W I LOT 2 & 3 I
o No Photo Available
tt
II I {:;
http://www.co.jefferson.wa.us/assessors/parcellparcelprint.asp ?P ARCEL_NO=002242003... 8/28/2005
.Map Output
Page 1 of3
ArclMS HTML Viewer Ma
~~
I~ I
http:// gisserverlservlet/ com.esri.esrimap.Esrimap?ServiceN ame=ovmap&Client V ersion=4.... 8/28/2005
>-
. Cl:: V
1--1 en
==- en ~(()
c:::3' U- ...--
:z: U- ---- v'\
1--1 C) v 1\-0 (i -y
CJ CJ
V ---- en
Q) LS:l (Y) en c:::l ~ ~
-c LS:l LJ..J LC">
a a L I-- <t' ~ 0
::E: Cl:: -c +-' en <I: j ?a
c...JI c:::l ==- :z: =:,;:;z
a c:::l c.!:) ~ I .<.;F 1.0
+-' -c 1--1 en en 1--1 ',ce' I
:::Ji .L:. .L:. .L:. en Ie~ g
<I: ...c 0 c...JI c...JI LJ..J
:z: a c:::l ~...
---l c... c...
---- ---- @~- .~
I-- I-- CJ ~,C__
CJ _._...,,~...._,.._,.,
(Y)
CD t:D r-
t:D ==- ...--
==- Q) Q) ---l r-
---l en -c c...JI LS:l
c...JI ==- a I
c...JI en CD
en -c CD
c ==- :z: (Y)
:z: ro ---- LJ..J CD
LJ..J ---l c...JI ::E: en
::E: Cl::
CJ Cl:: LJ..J
CD LJ..J :I:: <I:
...-- :I:: en c.!:) ::::s::
~ en 1--1 :z:
CJ 1--1 LJ..J U- 1--1
~ U- ---l c:::l
V t:D I-- C) I-- c:::l
~ I-- <I: :z: C) en :z:
~ ::::s:: :z: :>:: ---- 1--1 c.!:) LJ..J
CJ ~ 1--1 <I: C) Cl:: en
CJ Cl:: (Y) C) I-- c... c.!:) C) :z:
(Y) c... ---l ::::s::
CJ cX:S I-- c:::l >- C)
-c (Y) I-- :>:: I-- 1--1 <I: I--
c...JI I-- ~ I-- I-- Q) LJ..J ::>- I--
LJ..J en ~ <I: I--
a V I-- ~ en ro c...JI c:::l ~ Cl::
Q) ~ C) c...JI :::Ji c... LJ..J V C)
c.!:) en ---l LJ..J +-' ---- t:D ~ ~ c...
t:D ro
+-' a
(Y) LS:l en ::>-
CJ r-
CJ ~
~ LS:l
V
~ ~
~ c...JI
CJ LJ..J ...--
CJ t:D CD
CJ V LS:l
...-- CJ ...-- (Y) r-
CJ CJ -c L CD r- ~
c...JI Q) ...-- LS:l
# c CJ ~
L 3 L c...JI
C Q) C) +-' Q) LJ..J
Q) Q) :::Ji) Q) :::Ji) t:D .L:.
Q) 0 ro Q) -c > ro 0
L L c... - a ro c... \~ L
0 ro x +-' c...JI -c x ro
en c... ro ro Ib Q)
I-- I-- x q.... I-- {J en
ro q....
* * I-- <I:
>-
. c:: v-
H en
:::J en
e- u..
:z u.. .......
H a V-
a a c..J
CD ....... en I--
Q) Ln (Y) en w
""C Ln
0 0 '- en
:::E c:: ""C ...... CJ) ;::,.c
c..J 0 :::J c::
0 0 <I:
...... ""C H C) C) a..
:J .c .c .c
<I: .c 0 c..J c..J :>
:z 0 c::
.....J a.. a..
....... .......
I-- I-- a
CI
Ln
r- CD r-
CD :::J
:::J Q) Q) .....J r-
.....J CJ) ""C c..J Ln
c..J :::J 0 I
c..J en CD
en ""C (0
c:: :::J :z (Y)
:z co ....... w CD
W .....J c..J :::E en
:::E c::
CI c:: w
(0 W ::I: <I:
::I: en (!) 3:
C\J CD en H :z
CI H W u.. H
X u.. .....J 0
(Y) <I: CD I-- a I-- 0
C\J I-- I-- <I: :z a en :z
C\J 3: :z x ....... H (!) W
CI C\J .....J H <I: a c:: en
CI c:: I-- a I-- a.. (!) a :z
(Y) a.. .....J 3:
CI <>lS ::I: I-- 0 >- a
""C (Y) c..J I-- x I-- H <I: I--
c..J I-- Ln I-- I-- Q) w :> I--
w C) ;::,.c <I: I--
0 (Y) I-- ;::,.c CJ) co c..J 0 C\J c::
Q) C\J a r- c..J :J a.. w V- a
(!) en .....J (Y) W ...... ....... CD ~ C\J a..
CD co
...... 0
Ln en :>
CI r-
CI C\J
Ln
(Y)
C\J ;::,.c
C\J c..J
CI W
CI CD CD
CI V- Ln
CI (Y) r-
CI CI ""C '- (0 r- C\J
c..J Q) Ln :J)
# c:: CI ;::,.c Q)
'- 3 '- c..J ;::,.c
c:: Q) a ...... Q) w
Q) Q) :J) Q) :J) CD .c
Q) 0 co Q) ""C > co \~ 0
'- '- a. 0 co a. '-
0 co x ...... c..J ""C x /G< co
en a.. co co 1'/ Q)
I-- I-- x q... I-- en
co q...
* * I-- <I:
>-
0:: .....-
t-I CJ')
=::) CJ')
c::::r LL ~
:z LL -- ~..~
t-I C::) .....-
c::J c::J <:..:I
a:I -- en I--
Q) lr.) C'l':) en u.J
""'CJ lr.)
0 0 L en
::E e::: ""'CJ -I-' en ~
<:..:I Cl =::) e::: 'B
0 Cl <J:
-I-' ""'CJ t-I C) C) e...
::Ji ..c: ..c: ..c: <t'
<I: -C (,) <:..:I <:..:I ::> .-J
:z 0 e:::
--I e... e... ~
-- --
I-- I-- c::J
c::J
lr.)
r- CD r-
CD =::) ~
=::) Q) Q) --I r-
--I en ""'CJ <:..:I lr.)
<:..:I =::) 0 I
<:..:I en a:I
en ""'CJ (0
C =::) :z C'l':)
:z (0 -- u.J a:I
u.J --I <:..:I ::E CJ')
::E e:::
c::J e::: u.J
(0 u.J :::c <I:
~ :::c en C.!) 3::
~ CD en t-I :z
c::J t-I u.J LL t-I
~ :x: LL --I Cl
C'l':) <I: CD I-- c:> I-- Cl
~ I-- I-- <J: :z c:> en z:
~ 3:: z: :x: -- t-I C.!) u.J
c::J ~ ---I t-I <J: c:> e::: en
c::J e::: I-- c:> I-- e... C.!) c:> z:
C'l':) e... --I 3::
c::J d:S :::c I-- Cl >- c:>
""'CJ C'l':) <:..:I I-- :x: I-- t-I <J: I--
<:..:I I-- ~ lr.) I-- I-- Q) u.J ::> I--
~ u.J C) ~ <J: I--
0 C'l':) I-- ~ en (0 <:..:I Cl ~ e:::
Q) ~ c:> r- <:..:I ::Ji e... u.J .....- C::)
C.!) en ---I C'l':) u.J -I-' -- CD ~ ~ e...
CD (0
-I-' 0
~ lr.) en ::>'
c::J r-
c::J ~
~ lr.)
C'l':)
~ ~
C\J c....l
c::J u.J ~
c::J CD a:I
c::J .....- lr.)
~ c::J ~ C'l':) r-
c::J c::J ""'CJ L (0 r- ~
<:..:I Q) ~ lr.)
# c c::J ~
L 3 L <:..:I
C Q) c:> -I-' Q) u.J
Q) Q) ::n Q) ::n CD ..c:
Q) (,) (0 Q) ""'CJ > (0 (,)
L L c... - 0 (0 c... \~ L
(,) (0 X -I-' <:..:I ""'CJ X (0
en' CL (0 (0 lb Q)
I-- I-- x Cf- I- 1$ en
(0 Cf-
* * I-- <I:
>-
Gl::: "d-
1--1 0)
::::> 0')
-,- LL ~
r LL --
-
t-t e::) V ~
c:J c:J c....l
CD -- en I--
Q) LD cY:) en u.J
'"'C LD
0 e "- en I
::E Cl:: '"'C -4-J' (I) ~ ~
c....l Cl ::::> Cl::
e Cl <C
-4-J' '"'C 1--1 C') C') e...
:::J ...c. ...c. ...c. ~
<C ...c 0 c....l c....l ::::;:..
:z: 0 Cl::
--I e... e...
-- --
I-- I-- c::::J
c::::J
LD
r- CD r-
CD ::::> ~
::::> Q) Q) --I r-
--I (I) '"'C c....l ID
c....l ::::> 0 I
c....l en CD
en '"'C CD
c: ::::> :z: cY:)
:z: (tJ -- u.J CD
u.J --I c....l ::E 0')
::E Cl::
c::::J Cl:: u.J
CD u.J ::c <I:
~ ::c en c.!) :3:
~ CD en 1--1 :z:
c::::J 1--1 u.J LL 1--1
~ ::x:: LL --I Cl
cY:) <C CD I-- C) I-- Cl
~ I-- I-- <C :z: C) en :z:
~ :3: :z: ::x:: -- 1--1 c.!) u.J
c::::J ~ --I 1--1 <C e::) Cl:: en
c::::J Cl:: I-- e::) I-- e... c.!) C) :z:
cY:) e... --I :3:
c:J cX::S ::c I-- Cl >- C)
'"'C cY:) c....l I-- ::x:: I-- 1--1 <C I--
c....l I-- ~ LD I-- I-- Q) u.J ::::;:.. I--
~ u.J C') ~ <I: I--
e cY:) I-- ~ (I) (tJ c....l Cl ~ Cl::
Q) ~ C) r- c....l :::J e... u.J "d- C)
(.!) en --I cY:) u.J -4-J' -- CD d'.e ~ e...
CD (tJ
-4-J' 0
~ LD en ::::;:..'
c::::J r-
c::::J ~
~ LD
cY:)
~ ~
C"..J c:...J:
c::::J u.J ~
c::::J CD CD
c::::J "d- LD
~ c::::J ~ cY:) r-
c:J c::::J '"'C "- (0 r- ~
c....l Q) ~ LD
:1:1: c: c::::J ~
"- 3 "- c....l
c: Q) C) -4-J' Q) u.J
Q) Q) :::J) Q) :::J) CD
Q) 0 (tJ Q) '"'C > (tJ \~
"- "- a..- 0 (tJ a..
0 (tJ x ......... c....l '"'C X
en e... (tJ (tJ l~ .....l~
I-- I-- x Cf- I--
(tJ Cf-
* * I-- <C