HomeMy WebLinkAboutZON2013-00038 JEFFERSON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
UNIFIED DEVELOPMENT CODE
TYPE I LAND USE PERMIT
APPLICANT: OKANOGAN HOLDINGS LTD
CIO ROBERT LEE WILLIAMS
380 LAMPLIGHTER DRIVE
MARCO ISLAND FL 34145-4542
DATE ISSUED: December 26, 2013
DATE EXPIRES: December 26, 2018
MLA NUMBER: MLA13-00118
PROJECT PLANNER: David Wayne Johnson
PROJECT DESCRIPTION:
SPAAD for property
Site Plan Approval Advanced Determination for a Single Family Residence
PROJECT LOCATION:
170 N. Bay Way, Port Ludlow, WA 98365
CONDITIONS:
1.) A Habitat Management Plan has been prepared by Westtech Company dated November 2013 and submitted as
part of this application to satisfy the"No Net Loss" of ecological functions and values requirement under RCW
36.70A.480. The applicant shall comply with the recommendations and planting plan outlined in the report prior
to any final approval for development on site.
2.) The Development Review Division finds that this proposal is consistent with Shoreline Master Program Section
JCC 18.25.090(5), which exempts the "construction by an owner, lessee, or contract purchaser of a
single-family residence [in shoreline jurisdiction]for the owner's or owner's family's use..."from the substantial
development permit (SDP) requirements under certain provisions. Exemptions from the substantial
development permit requirements do not exempt a proposed development from compliance with the applicable
policies and standards of the Shoreline Master Program or other applicable Federal, State, or local permit or
license requirements. A shoreline exemption will be required at time of building permit application for a single
family residence.
3.) 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.
4.) A stormwater plan shall be required at time of building permit application and shall be reviewed and approved by
the Port Ludlow Drainage District. The Stormwater Plan shall include an engineered tightline to the beach.
5.) 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 such as tighlines to the beach.
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.
6.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ:
1. Installation of a flow meter.
1 2. On-going well monitoring for chloride concentration.
3. Submittal of monitoring data to County.
7.) A Geotechnical Report was prepared by NTI dated October 23, 2013 and submitted in conjunction with this
application. The report addressed the stability of the geologic hazard area. The applicant shall comply with the
recommedations of the Geotechnical Report. A building setback of 75-feet and vegetative buffer of 50 feet shall
be measured perpendicularly from the Ordinary High Water Mark, as depicted on Figure 1 of the report, to the
Single Family Residence.
8.) Landslide Hazard Areas and their associated buffers shall remain naturally vegetated. Should buffer
disturbance occur during construction, the Unified Development Code (UDC)Administrator shall require
replanting with native vegetation. No alterations shall be made to the Landslide Hazard Area or its associated
buffer without prior authorization by the UDC Administrator.
9.) 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 Vegetation."
10.) All construction activities shall not encroach upon the 50 foot vegetative buffer. This includes the storage or
preparation of materials.
11.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or
sanitary hazard.
12.) Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring
dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards
specific to the district in which the storage is kept, and shall be in keeping with the character of the area.
Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor
vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk (or
salvage)yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet
the requirements of JCC 18.20.100, Automobile wrecking yards and junk (or salvage) yards. In no case, shall
any such junk motor vehicles be stored in a critical area.
13.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence.
14.) Exterior lighting for residential uses shall not exceed twenty feet (20') in height from the finished grade,
excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged.
15.) Minimum building setback from N Bay Way right-of-way shall be 20 feet. Minimum side yard building setbacks
shall be 5 feet. Shoreline setback shall be 75 feet from the OHWM.
16.) Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from
outside the boundaries of the property. The intensity or brightness of all lighting, during construction and after
project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way.
17.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which
includes roof tops, driveways, concrete, etc.
18.) The building height is not to exceed 35 feet.
19.) 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.
Limitations of Approval -Approval of the site plan shall not guarantee the performance of specific site features
or improvements (e.g. wells, septic systems, stormwater 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 the 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).
FINDINGS:
1.) The Administrator finds that this application complies with applicable provisions of the Unified Development Code, all other
applicable ordinances and regulations, and is consistent with the Jefferson County Comprehensive Plan and Land Use
map.
2.) The application was reviewed by the Jefferson County Department of Community Development staff on
October 24, 2013 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:
Conservancy Shoreline Designation; Coastal SIPZ.
3.) 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.
4.) Jefferson County determined that this proposal is categorically exempt from review under the State
Environmental Policy Act(SEPA) pursuant to WAC 197-11-800(1)(b)(i).
5.) The site plan as submitted with the Zoning SPAAD application on August 21, 2013 and revised December 8,
2013 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 December 16, 2013 shall be resubmitted for review and approval by Jefferson County
Department of Community Development.
6.) 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.
7.) The parcel has been designated as Rural Residential 1:5 under the Jefferson County Comprehensive Land Use
Map effective August 28, 1998.
8.) NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal
ordinances, regulations, or statutes applicable to the proposed development, but consistent with RCW 90.58.
Development pursuant to this permit shall be undertaken subject to the applicable policies and performance
standards of the Jefferson County Shoreline Management Master Program and the Jefferson County Unified
Development Code.
If during excavation or development of the site an area of potential archaeological significance is uncovered, all
activity in the immediate area shall be halted, and the Administrator shall be notified at once.
The Federal Endangered Species Act rules to protect threatened Chinook and Summer-run Chum salmon
became effective on January 8, 2001. Bull trout have been listed as threatened since early 2000. Under the
ESA, any person may bring lawsuit against any individual or agency that"takes" listed species (defined as
causing harm, harassing, or damaging habitat for the listed species). In addition, the National Marine Fisheries
Service can levy penalties. All areas in Jefferson County are included as "critical habitat"for a listed species.
Development of property along any marine shoreline, freshwater shoreline, or floodplains could harm habitat if
protective measures are not taken. To minimize the potential to damage habitat, all property owners developing
adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the following:
-All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters
- Remove minimal vegetation for site development, especially large trees
-Allow trees that have fallen into surface waters to remain there
- Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into
surface waters or roadside ditches
The Federal Bald and Golden Eagle Protection Act requires landowners within 660 feet (1/8th of a mile) of an
eagle nest to consult with the US Fish and Wildlife Service. This Eagle Act prohibits anyone from "taking" bald
eagles. This federal law defines the term "take" and describes the possible legal consequences when a "take"
occurs. Among other actions, "take" includes a disturbance of bald eagles or their habitat. Under federal law a
permit may still be required for activities that impact bald eagles or their habitat. Contact the US Fish and
Wildlife Service (http://www.fws.gov/pacific/eagle/) to learn more about how this law affects your project.
Any individual, group, or agency can bring suit for a listed species"taking", even if you are in compliance with
Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a
professional fisheries habitat biologist, and following the recommendations for site development provided by the
biologist. For more information, contact the National Marine Fisheries Service in Seattle, or the U.S. Fish and
Wildlife Service.
9.) The proposal was reviewed against the site plan determination criteria of the Unified Development Code (JCC
18.40.410). 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 parcel totals approximately 1.09 acres. The site plan as submitted and approved complies
with UDC Table 6-1: Density, Dimension and Open Space Standards.
The site and future development will be served with water from an on-site well and sewage treatment by an
on-site septic system.
The site is served by County access road N. Bay Way (C567509). An address of 170 N Bay Way has been
assigned to the parcel.
The application for a building permit shall adhere and comply with the Stormwater Management Manual for
Western Washington to control stormwater runoff during and after construction. The applicant shall submit a
stromwater treatment plan that includes an engineered tightline to the beach.
The SPAAD was not reviewed for fire flow. Application of Coordinated Water System Plan (CWSP) fire flow
requirements for individual projects is inappropriate since the primary purpose is for water system design to
assure adequate pipe size, source and storage.
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 43.21C
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. A site visit
conduct in July 2013 by DCD staff.
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.
10.) A Declaration of Restrictive Covenant was recorded with the Auditor (AFN 580335) on November 12, 2013 to
combine Lots 26 &27 for the purpose of septic system components.
11.) Septic Permit approved under SEP13-00099, shall expire on 11/18/16. This SPAAD approval does not extend
the expiration date of the onsite sewage permit. Any changes, alterations or modification of the site in the
vicinity of the approved design may invalidate both permits.
12.) Any removal or disturbance of soil in the area evaluated may create site conditions that are unacceptable for
the installation of an onsite sewage system and may invalidate this approval.
13.) SEPTIC SYSTEM COMPONENT SETBACKS TO STORMWATER MANAGEMENT FACILITIES -
Any stormwater component: dry well, infiltration trench/pond, foundation drains, or any other source of water
that is upgradient(above) or on the same contour MUST be setback a minimum of 10' from any septic system
dispersal area (drainfield) and 5' from any septic tanks.
Any stormwater component: dry well, infiltration trench/pond, foundation drains, or any other source of water
that is downgradient or lower MUST be setback a minimum of 30' from any septic system dispersal area
that is downgradient or lower MUST be setback a minimum of 30' from any septic system dispersal area
(drainfield) and 5' from any septic tanks.
Surface drainage, roof run-off, splash blocks, etc. must be directed away from ALL septic components.
APPEALS:
Pursuant to RCW 36.70C,the applicant or any aggrieved party may appeal this final decision to Jefferson County Superior Court
within twenty-one(21)calendar days of the date of issuance of this land use decision. For more information related to judical
appeals see JCC 18.40,340.
AcG) /2/ al
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MLA13-00118
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NORTHWESTERN TERRITORIES, INC.
■ `_ 71T SOUTH PEABOOY STREET,PORT ANGELES,WA 66262
EnOineert Una Surveyors_GeobOate
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October 23, 2013
Mr. Ron Gregory
22 McCurdy Lane
Port Ludlow, WA 98365
Subject: Jefferson County Parcel #976800013 located at 170 North Bay Way in Port Ludlow,
Washington
Geotechnical Site Assessment- Report of Findings
1st Revision-This Report Supersedes the NTI Report of October 16, 2013
Dear Mr. Gregory and Interested Persons,
In October of 2013, NTI Engineering and Land Surveying completed a geotechnical assessment
of the subject parcel. At the time of the assessment, planning was underway for the construction
of a single family residence on the subject property. Addition work being planned included the
demolition and removal of an existing dilapidated cottage and greenhouse on the property and
the development of on-site utilities. The parcel lies on shoreline of Oak Bay within Section 29,
Township 29 N., Range 1 E., W.M. The site includes a low marine bluff that rises about 25 feet
from sea level in a pleasing natural situation.
A dilapidated cottage on the site that is approximately 75 feet from the shoreline will be
demolished. According to a preliminary site plan provided by Ron Gregory, the new single
family residence will have a similar setback of 75 feet from the shoreline. The total footprint of
the new structure is expected to be no larger than 50 feet in width by 40 feet in depth.
The Geologic Setting
The subject parcel lies within a formation of dense Pleistocene lodgement till that overlies a
formation of Tertiary siltstone. Test pits, exposures in a hand-dug water cistern and probing of
the site indicated that the dense till is continuous beneath the parcel at depths of two to three feet.
An indurated and dense black siltstone forms the parent rock beneath the site and it is well
exposed along the shoreline. The rock has formed into a concave wave-nipped shape at the
beach giving the shoreline a striking appearance. The tough black siltstone may be an uplifted
middle to lower Eocene deposit that was first described by Gower in 1980. The material forms a
resistant buttress to wave erosion along this reach of the shoreline.
1
Geotechnical Site Assessment for 170 N. Bay Way in Port Ludlow ( 2013
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VIEW TO THE EAST SHOWING COTTAGE AND SHED TO BE REMOVED
Shoreline Setback Recommended
Due to the high shear strength of both the underlying rock and the overlying lodgement till, the
site has adequate slope stability and it will provide a good foundation substrate for the proposed
house. The erosion mechanism at this shoreline is paced by the slow chemical and mechanical
erosion of the rock along the shoreline. The slight undermining of the basal rock allows
colluvium from the slope to slump and ravel down to the beach. This erosional process is among
the slowest in the region and the average recession of the bluff here is very slow -on the order of
an estimated one or two foot per decade.
As a result of these factors, the suggested setback of 75 feet from the shoreline at the beach to
the easterly line of the new house foundation provides an excellent level of protection. The
setback also ensures that shoreline processes will not be altered or impaired by the proposed re-
development of the site. This setback provides approximately 75 feet of setback from the top of
the slope as shown in Figure 1. Decks on light footings may extend another 15 feet toward the
shoreline without impairment or safety concerns.
Natural Top of Bluff Buffer Suggested
At present a portion of the top of bluff buffer has been cleared to create a view space for the
existing cottage. On the north much of the original vegetation and trees have been preserved.
A total buffer width of 50 feet as shown in Figure 1 would provide additional habitat and help
maintain the pleasing natural environment of this site. The addition of one or two Arbutus or Fir
trees in the buffer area might frame the views from the house and further enhance the stability of
the slope beyond.
I 2
Geotechnical Site Assessment for 170 N. Bay Way in Port Ludlow 1 2013
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TEST PIT SHOWING DENSE GLACIAL TILL SUBSOIL
Site Drainage Considerations
Due to the widespread occurrence of nearly impervious lodgement till over the site,percolation
into the soil will be poor at this site. The underlying bedrock is also totally impervious.
Percolation trenches and similar infiltrative devises will be ineffective during much of the year in
the wet climate at this location. The tough rock at the beach cannot be eroded by a pipe
discharge there, nor will the pipe affect the normal shoreline processes.
For these reasons, we recommend the use of a tight drainage pipe to the beach rather than the
construction of drywells or percolation trenches. The use of a fused polyethylene pipe is
recommended due to its tensile strength. Fused polyethylene pipe will not separate as the earth
around it moves down slope. Because of its strength, it may be used to suspend an energy
dissipating tee above the high water level.
Foundation Bearing Strength and Protection from Moisture
Due to the large number of soil holes and test pits on the site in the vicinity of the proposed
house, it is possible to recommend foundation bearing capacity at this time. If footings are
carried down to the undisturbed, firm light-colored till, the prescriptive 2,500 pounds per square
foot soil bearing capacity will be obtained. If footings are over-excavated, re-fill the footing area
with imported clean pit run gravel and properly compact prior to placing concrete for footings.
3
Geotechnical Site Assessment for 170 N. Bay Way in Port Ludlow l 2013
Because the soil at this site is nearly impervious it will be poorly drained. The reworked till soil
is high in silt fines and it can attract and conduct water. Because of this,the use of at least 6-
inches of imported gap-graded aggregate base and a continuous heavy vapor barrier beneath any
interior slab on grade is suggested. As for further protection against moisture, crawl spaces may
be provided with gravity drains to daylight to prevent the accumulation of water in winter.
Limitations of This Study and Report
The observations and conclusions of this report apply only to the subject property and they are
not transferable to nearby or adjoining property. This report is the sole property of the client and
may be used by others only with their permission.
If conditions are found to be substantially different at the site than described above, or if soft wet
soil is encountered during foundation construction,notify the undersigned geotechnical engineer
for on-site assistance.
NTI Engineering and Land Surveying warrant that this report was conscientiously prepared in
accordance with the practice of professional engineering and according to the principals of
geologic science. No other warranty is provided herewith.
Please call on the undersigned Engineers if you have questions about this report or the
observations in it.
We appreciated the opportunity to perform this work for you.
Sincerely,
For NTI Engineering and Land Surveying 10, C. WA&
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Steve S. Luxton, MSc. , PE Justin Wilson PE
Senior Geotechnical Engineer Principal Engineer and Manager
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DESIGNED BY: 5, LJXTON I�i;4 NORTHWESTERN TERRITORIES, INC.
PROJECT: G✓[LL/4/45 - 5F 1 Engineers • Land Surveyors • Geologists
,JCS h' /�GL`dTG"Cf{ �.`s�'+ Construction Coordination • Materials Testing
FOR ,20µl G Gal Y REV/'/(,IJ 717 SOUTH PEABODY• PORT ANGELES,WASHINGTON 98362 • (3601452-8491
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`^:r,.• , „1 Environmental Consulting-Site Permitting
■L MITIGATION AND HABITAT MANAGEMENT PLAN
170 NORTH BAY WAY, PORT LUDLOW, WASHINGTON
ASSESSOR'S PARCEL # 976800013
JEFFERSON COUNTY, WASHINGTON
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November 2013
G. Bradford Shea, Ph.D.
Submitted to:
JEFFERSON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
621 Sheridan Street
Port Townsend, Washington 98368
Submitted by:
WESTECH COMPANY
P.O. Box 2876
Port Angeles, Washington 98362
P.O. Box 2876, Port Angeles,Washington 98362-Telephone: (360)565-1333
email: brad @westechcompany.com
MITIGATION AND HABITAT MANAGEMENT PLAN
170 NORTH BAY WAY, PORT LUDLOW, WASHINGTON
ASSESSOR'S PARCEL # 976800013
JEFFERSON COUNTY, WASHINGTON
November 2013
G. Bradford Shea, Ph.D.
Copyright 2013 by G. Bradford Shea,Westech Company—All Rights Reserved
Submitted to:
JEFFERSON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
621 Sheridan Street
Port Townsend, Washington 98368
Submitted by:
WESTECH COMPANY
P.O. Box 2876
Port Angeles, Washington 98362
CONTENTS
CHAPTER/SECTION PAGE NO.
1.0 INTRODUCTION 1
2.0 METHODS 7
2.1 Approach 7
2.2 Methods 7
3.0 MITIGATION PLAN 9
3.1 Regulatory Setting 9
3.2 Existing Conditions 11
3.3 Project Impacts 15
3.4 Plan Components 18
3.5 Detailed Mitigation Measures 18
3.6 Implementation and Timing 19
3.7 Mitigation Monitoring .... 20
3.8 Contingency Plan 21
4.0 PLANTING PLAN 22
5.0 CONCLUSIONS AND RECOMMENDATIONS 26
5.1 Conclusions 26
6.2 Recommendations 26
6.0 REFERENCES 28
TABLES
Table 1A. List of Native Plants for Buffer Mitigation and Enhancement 24
Table 1B List of Invasive Plants to be Removed 24
FIGURES
Figure 1. Location Map 2
Figure 2. Vicinity Map 3
Figure 3. Parcel Map 4
Figure 4. 2011 Aerial Map 5
Figure 5. Site Plan with Topography 12
Figure 6. Site Development Plan 16
Figure 7. Site Development Plan with Planting Areas A, B & C 23
APPENDICES
Appendix A—Site Photographs A-1
Appendix B — Beach Stair Design B-1
VVVV1289-170NorthBayHMP.TOC/110513/mas i
1.0 INTRODUCTION
The Property (Site) is located at 170 North Bay Way, Port Ludlow, Washington.
The Property is owned by Okanogan Holdings, Ltd., c/o Robert Lee Williams of 380
Lamplighter Drive, Marco Island, Florida 34145-4542 according to Jefferson County
records (current address is La Fallue, rue de la Pouclee, St. Martin, Jersey,
Channel Islands, JE3 DU). The property is recorded as Assessor's Parcel #
976800013. The Site lies within Jefferson County, Washington in the Southwest
quarter of Section 29 of Township 29 North, Range 1 East, W.M. (Figures 1, 2, 3,
and 4). The Site is located approximately 3.4 miles north of Port Ludlow on the
western shores of Oak Bay in the Hood Canal.
The property is approximately 414 feet long by 121 feet wide. The parcel abuts a
rock-sand beach to the east, with a mid-level bank about 25 feet in height. The land
rises to about 103 feet above mean sea level (msl) on the west side of the Site
adjacent to North Bay Way. The parcel is approximately 1.13 acres in size. An
existing driveway provides vehicular access to the property. The property currently
houses a 600 square foot residence, a greenhouse and several small sheds (see
Appendix A for Site Photographs).
The marine shoreline along this Property is considered a Shoreline of Statewide
Significance and has been designated as critical habitat for Hood Canal Summer
Chum and Puget Sound Chinook salmon (50 C.F.R. 226). The shoreline is
classified as a "Fish and Wildlife Habitat Conservation Area" (FWHCA) by
Jefferson County, requiring a 150 foot buffer from the Ordinary High Water Mark
(OHWM) and a five foot building setback from the buffer.
It is the intention of the owner to replace the current residence on-site with a new
structure with the same setback, but with the footprint expanded to the side and
rear to accommodate a residence and attached garage (with up to a 2,000 square
foot (40x50) footprint). The owner also intends to place a new septic system with a
drainfield landward of the residence structure.
Because the proposed expansion plan is inside a potentially reduced buffer (112.5
feet), it will disturb nearshore soils and some existing vegetation and slightly
increase impervious surfaces on-Site. The Property owners and their
representative Mr. Ron Gregory have contracted with Westech Company
(Westech) to satisfy the County's requirements in regards to Critical Areas which
require a finding of"no net loss of ecological shoreline function" (RCW36.70A.480).
While the house footprint will not be further toward the shore than the existing
residence, the footprint will increase, thus requiring mitigation in order to achieve no
net loss. The Project also includes the reconstruction of the stairs which previously
led from the house-site down to the beach (see Appendix B). A JARPA permit will
be submitted by Mr. Gregory for this portion of the Project.
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This Report constitutes a Mitigation and Habitat Management Plan which will
describe existing conditions on the Site, define the impacts of development, and
outline a management proposal to maintain and enhance the existing functions and
values of the buffer and its associated watershed. This document is intended to
satisfy the requirements of pertinent Jefferson County ordinances and to ensure "no
net ecological loss of shoreline functions" and to comply with RCW36.70A.480.
WW1289-170NorthBayHMP/110513/mas 6
2.0 METHODS
2.1 APPROACH
The approach for this investigation into the impacts of development of this Site
included a detailed review of County Assessor's parcel maps, Critical Area Maps,
aerial photographs of the Site, mapped locations of Species of Concern by the
Washington State Department of Fish and Wildlife, mapped locations of ESA
(Endangered Species Act) listed species' critical habitat by NOAA-NMFS (National
Marine Fisheries Service) and topographic maps of the area. A Site Survey Map
prepared by Van Aller Surveying and a preliminary septic design and Site Plan
prepared by Creative Design Solutions were also reviewed (see Section 3.3).
Westech Company's (Westech) field investigations for the Mitigation and Habitat
Management Plan (HMP) were carried out during October 2013 by Dr. G. Bradford
Shea, Principal Ecologist at Westech. Dr. Shea met with Mr. Ron Gregory, the
owner's representative on the site on October 18, 2013. During Site visits, the
Property was inspected and Site characteristics were noted. Relevant
measurements were taken for mapping purposes, photographic documentation of
the Site was acquired, and potential mitigation actions were identified.
2.2 METHODS
Westech's field reconnaissance involved examining the existing conditions at the
Site. The area proposed for development was reviewed in relation to the natural
features found on-site. Botanical studies included identification of plant species
found growing at the Site. Site measurements were taken (including dimensions of
proposed planting areas) using a fiberglass tape measure.
A qualitative assessment of the landscape was conducted to determine the
presence of invasive species, the composition and characteristics of forests and
open areas within the critical area, evidence of historical land uses, the slope of
lands adjacent to critical areas, soil textures and stability and an assessment of the
role of existing vegetation in supporting soil stability. Westech also assessed the
extent of existing human disturbance in the critical areas. This information was
used to assess the potential impacts of the proposed project.
This Mitigation and Habitat Management Plan (HMP) has been formulated to
"maintain or enhance the existing functions and values of the associated
watershed" (JCC 18.22.480). A Mitigation Plan (Chapter 3.0) has been developed
to describe the goals and objectives of the HMP as well as the performance
standards that will be utilized to assess the effectiveness of the Plan.
WW1289-170NorthBayHMP/110513/mas 7
This Plan is intended to restore and enhance the integrity of the Site by improving
the quality of habitat and erosion control and through planting of additional native
vegetation at the Site (see Chapter 4.0) and by utilizing appropriate construction
and erosion control methods during the project. This is particularly important in
areas closest to the shoreline including the proposed reconstruction of the beach
stairs. Implementation of the Plan is designed to assure "no net loss of shoreline
ecological functions" (as per RCW36.70A.480).
V WV1289-170NorthBayHMP/110513/mas 8
3.0 MITIGATION PLAN
3.1 REGULATORY SETTING
There are several jurisdictional issues related to the development of this parcel of
land. The Property is listed on Jefferson County Critical Areas Maps as not
being in a seismic hazard area (Jefferson County 2013). The County describes
such areas as "Areas subject to severe risk of damage as a result of earthquake-
induced ground shaking, slope failure, settlement, soil liquefaction, or surface
faulting. These areas, when present, are identified by the presence of: 1) poorly
drained soils with greater than 50 percent silt and very little coarse material; 2)
loose sand or gravel, peat, artificial fill and landslide materials; or 3) soil units
with high organic content" (JCC 18.22.160).
The existing seasonal residence and greenhouse building are within the 150 foot
buffer area. Alterations in this buffer are not allowed except as permitted by
Jefferson County. Requirements for a permit include an approved drainage and
erosion control plan and specific grading requirements (JCC 18.22.170).
Expansion of the residence and garage, although not closer to the shoreline,
require this Mitigation and Habitat Management Plan to offset impacts necessary
to achieve "no net ecological loss of shoreline functions" (as per
RCW36.70A.480). Permitting agencies also require a JARPA permit application
for reconstruction of the decayed beach stairs on the Site.
The Site is zoned Rural Residential 1:5 (RR1:5), which has a maximum density
of one dwelling per five acres with a minimum lot size of one acre. The purpose
of rural residential zoning is to allow for "continued residential development" in
areas of the County of "relatively high density pre-existing patterns of
development," including "along the County's coastal areas" (JCC 18.15.015).
The Site is located along a section of the Hood Canal that is considered a
"Shoreline of Statewide Significance" and is regulated under Jefferson County's
Shoreline Master Program. This shoreline has been designated under the
Shoreline Master Program as a "Conservancy" shoreline.
Conservancy shorelines are defined as areas with "valuable natural, cultural, or
historical resources or environmental conditions that should be protected,
conserved, and managed to the extent that a continual supply of those resources
such as soil, water, timber, fish, shellfish, or wildlife are not degraded or depleted
but are maintained." They also include "areas containing sensitive environmental
conditions that may limit the potential for development or use, including, but not
limited to, steep slopes, flood prone areas, eroding bluffs, marshes, bogs,
swamps, and accretion shore forms."
VVVV1289-170North BayH M P/1105131mas 9
The permitted activities in Conservancy shoreline areas include "low density
residential and recreational uses...provided these activities do not significantly
degrade or deplete resources and respect limiting environmental conditions." The
purpose of this designation is to "protect, conserve, and manage existing
resources and valuable historical and cultural areas in order to ensure sustained
resource stabilization and that sensitive natural conditions are not subject to
inappropriate uses" (JCC 18.25.130).
Under the Shoreline Master Program the standard set-back for residential
structures on steep bank properties is "30 feet or one foot for each foot of bank
height, whichever is greater." This set-back is to be measured from the bank's
edge when the bank height is greater than 10 feet and shall not e -2-d •: eet.
The elevation of the bluff at this property is approximatel 250 feet (JCC
18.25.410). The existing residence is located approximately i eet from the
bank edge (top of bank).
This shoreline has been designated "critical habitat" for threatened salmonid
species, specifically the Puget Sound Chinook and Hood Canal Summer Chum."
This listing comes from the National Marine Fisheries Service (NMFS) pursuant to
the Endangered Species Act (ESA). The Growth Management Act (RCW36.70A)
mandates that the County protect such critical areas. Jefferson County carries
out this mandate by classifying this shoreline as a "Fish and Wildlife Habitat
Conservation Area" (FWHCA). These areas are considered to be of "critical
importance to the maintenance of endangered, threatened or sensitive species of
fish, wildlife, and/or plants" (JCC 18.22.200).
Jefferson County requires a buffer of 150 feet from the OHWM for areas in which
"federally listed species have a primary association." In addition, a five foot
building setback from the buffer is required. Local and site specific factors may
be taken into account and the buffer width is to be "based on the best available
information concerning the species/habitat in questions" (JCC 18.22.270(2)). Any
project located within this buffer must follow Jefferson County drainage and
erosion control, grading and vegetation retention standards (JCC 18.22.270).
Landowners may obtain a reduction in the size of the buffer required for
FWHCAs. The administrator has the "authority to reduce buffer widths on a case-
by-case basis" provided that standards are met for avoiding and minimizing
impacts and that the buffer reduction does not "adversely affect the habitat
functions and values of the adjacent FWHCA or other critical area" (JCC
18,22.270). However, the administrator may not reduce the buffer to less than 75
percent of the standard buffer (JCC 18.22.270). Any projects that "alter, decrease
or average the standard buffer" require an accompanying Habitat Management
Plan (HMP) (JCC 18.22.265). Because this project involves elements to be built
in the buffer area, but behind previously constructed features (roughly 75 feet
from OHWM), an HMP is required to permit the new residence and septic
system.
VWV1289-170NorthBayHMP/110513/mas 10
The Jefferson County Codes list the necessary features of a HMP (JCC
18.22.440). An HMP is to be completed by persons with a "minimum of a
bachelor's degree in wildlife or fisheries habitat biology, or a related degree in a
biological field from an accredited college or university with a minimum of four
years experience as a practicing fish or wildlife habitat biologist."
These documents must include maps showing the proposed development Site
and its relationship to surrounding topographic and cultural features; the nature
and density of the proposed development; and the boundaries of forested areas.
The report shall also describe the density and nature of the proposed
development in enough detail to allow analysis of impacts on identified fish and
wildlife habitat. The report must describe how any adverse impacts resulting from
the project will be mitigated. Possible Mitigation Measures may include, but are
not limited to, establishing buffer zones, preserving plant and tree species,
limiting access to habitat areas, seasonally restricting construction activities and
establishing a timetable for the periodic review of the plan (JCC 18.22.440).
3.2 EXISTING CONDITIONS
The Site is located approximately 3.4 miles north of Port Ludlow on the western
shores of Oak Bay. It is approximately 414 feet long by 121 feet wide. The parcel is
about 1.13 acres in size. An existing driveway provides access to the property.
Figure 5 shows the Site dimensions, existing features and topographic
benchmarks. The parcel abuts a rock-cobble-sand beach to the east and rises to
about 103 feet at above msl at its western edge. The grade across the western half
of the property is approximately 15-20 percent. The property is separated from
higher elevation areas by North Bay Way, after which the terrain continues to grade
upward to about 200 feet above msl or more at Oak Bay Road.
The property can be divided between a nearshore beach area, a natural mid-bank
rock cliff (about 25 feet in height), a lawn area surrounding the existing residence,
and a forested upper area on the northern and western portion of the parcel. This
forest area is characterized by common second growth lowland forest species.
Shoreline/Beach
The beach was observed on October 18, 2013 at approximately 1:00 PM. The tide
at this time was above mid tide-level. The beach consists of sand, cobbles and
mixed size rocks in the upper intertidal zone, with cobbles and rocks dominating
below this area.
WW1289-170NorthBayHMP/110513/mas 11
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Shells were found to be sparse on the beach, although butter clam (Saxidomus
giganteus), pacific oyster (Crassostrea gigas) and pacific littleneck clams
(Protothaca staminea) are typically observed along shorelines in this area,
indicating that the adjacent shoreline likely provides habitat for these species. No
kelp beds or algae were observed, though the lower intertidal zone was not visible
due to the high tide. Rocks and cobbles were found to be present near the base of
the natural cliff.
Vegetation
Other plants that dominate the area on the cliff above the upper intertidal zone
include willows (Salix spp.), alder (Alnus rubra), Himalayan blackberry (Rubus
discolor), Nootka rose (Rosa nutkana), salal, (Gaultheria shallon) and sword fern
(Polystichum munitum). Thimbleberry and a variety of low shrubs (willow, alder,
salal and blackberry) form a moderately dense layer at the top of bank. A decayed
concrete and wooden stairway previously provided access to the beach, however,
this structure is in disrepair and no longer provides safe access.
The shoreline adjacent to the property has been designated as critical habitat for
two species listed as threatened under the Endangered Species Act: Puget Sound
Chinook and Hood Canal Summer Chum (50 C.F.R. 226).
From the beach habitat, the bluff rises rapidly at a nearly vertical incline of at least
100 percent. The face of the bluff is dominated by blackberry, alder, willow and
sword fern. The bluff levels off at a height of about 25 feet above msl, above which
is a lawn area of about 5-10 percent grade.
The upland area west of the existing residence is characterized by second growth
lowland plant species. The dominant tree species on the Site is western red cedar
(Thuja plicate), while other tree species include Douglas fir (Pseudotsuga
menziesii) and western hemlock (Tsuga heterophylla). Other tree species observed
on the site include big leaf maple (Acer macrophyllum) and alder (Alms rubra). The
older trees in this area appear to be approximately 30 to 40 years old. The
groundcover in the upland area is dominated by salal. Additional ground cover
plants present include dull Oregon grape (Mahonia nervosa), thimbleberry (Rubus
parviflorus), red huckleberry (Vaccinium parvifolium), Indian plum (Oemleria
cerasiformis), and ocean spray (Holodiscus discolor). Several species of ferns
including sword fern (Polystichum munitum) and bracken fern (Pteridium aquilinum)
are also present, mainly in the forested areas
Several significant invasive species were observed on-Site. These include
Himalayan blackberry (Rubus discolor), scot's broom (Cytisus scoparius), and reed
canary grass (Phalaris arundinacea). These three plants tend to spread in the
region and often take over habitats from native species.
W 1N1289-170NorthBayHMP/110513/mas 13
Soils
The Natural Resource Conservation Service (NRCS) has mapped four dominant
soils on and in the immediate vicinity of the Site. Because NRCS maps can be
inaccurate at this scale it is not possible to determine the actual boundary between
these soils or the specific soils among these that are found on-site. These soils
include:
• Alderwood gravelly loam (AmC), 0 to 15 percent slopes: This soil is,
found on terraces, derived from basalt till. It is moderately well
drained and has a depth to water table of about 18 to 36 inches. It
has no frequency of ponding or flooding. It consists of gravelly loam,
very gravelly loam and gravelly sandy loam to 60 inches depth.
• Alderwood gravelly sandy loam (AIC), 15 to 30 percent slopes: This
soil is moderately well drained and has a depth to water table of
about 18 to 36 inches. It has no frequency of ponding or flooding. It
consists of gravelly sandy loam and very gravelly sandy loam to 60
inches depth.
• Indianola sandy loam (IoC) 0-15 percent slopes: This soil formed in
glacial sandy outwash. It is somewhat excessively drained, with a
depth to water table of more than 80 inches. It has no frequency of
ponding or flooding. It consists of sandy loam, loamy sand and fine
sand to a depth of 60 inches.
• Kitsap gravelly loam (KsD), 15 to 30 percent slopes: This moderately
well drained soil has a depth to water table of more than 18 to 36
inches. It has no frequency of flooding or ponding and consists of
gravelly loam, and silt loam, underlain by stratified silt loam to silty
clay loam to gravelly silty clay loam to a depth of 60 inches.
The only soil mapped on the Site are the Alderwood gravelly barns, with the others
located mainly west of the Site. Coastal beach soils have been mapped on beach
areas several properties to the south of the Site.
Geology and Geotechnical Constraints
A Geotechnical Report has been prepared by Mr. Steve Luxton of NTI Engineering
and Surveying. The Geologic setting is characterized as a formation of dense
Pleistocene lodgment till that overlies a formation of Tertiary siltstone. Dense
siltstone forms parent rock beneath the site and is exposed along the shoreline.
This material forms a rock layer which forms a resistance buttress to wave erosion
along this reach of the shoreline.
y WU1289-170NorthBayNMP/1105131mas 14
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Due to the high shear st ngth of the underlying rock and the overlying lodgment
till, the site has exc ent slope stability. The geotechnical report indicates
agreement with 0 of setback from the top of slope. It recommends that decks
on light footings ay extend another 15 feet shoreward from the house foundation.
It also recommends addition of a few trees (Arbutus or fir) to help stabilize the
slope. The report also recommends the use of tight drainage pipes (fused
polyethylene) to direct stormwater directly to the beach.
Site Development
Figure 6 shows the present level of development on the Site and the planned
expansion areas. An unpaved driveway provides access to the Site from North Bay
Way. Two structures are presently located on the Site. These include a 600 square
foot seasonal residence and a greenhouse type building. Wood and concrete stairs
previously extended through a low slot in the bluff to the beach at the northeast
corner of the Site, however, these stairs have decayed and no longer provide safe
access to the beach. A JARPA permit has been submitted by Mr. Gregory to
replace those stairs (see Appendix B).
3.3 PROJECT IMPACTS
The landowners' plan for this Property entails the replacement of the existing
residence with a larger structure (2,000 square foot residence footprint to replace
the existing 600 square foot residence). The existing greenhouse type out-building
will also be removed. A new septic system will replace the current system, including
a new septic tank, pump system and a drainfield west of the residence (see Figures
5 and 6).
The primary impacts associated with these projects are those generally associated
with construction. Figures 5 and 6 show existing and proposed structures on the
Site. Currently, existing structures on the Site, described from those closest to the
shoreline to those furthest away, include the following:
• Rebuilt steps will provide access to the nearshore area and extend
from approximately OHWM to the top of bank roughly 25 feet
(vertically) above OHWM.
• An existing residence located roughly 50 feet from the top of bank (or
roughly 75 feet from OHWM).
• An existing drainfield located waterward of the residence. The new
drainfield will be located landward of the residence and outside of the
150 foot buffer zone.
WW1289-170NorthBayHMP/110513/mas 15
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One new structure is proposed for construction on the Site. This will be a
replacement residence with a footprint of 2,000 square feet, including an attached
garage. A new septic tank will be placed westward of where the previous septic
system was removed and a pump system and water line run from the tank to the
new landward drainfield (see Figure 6).
The potential impacts of this project will result primarily from the processes of
grading and clearing on the Site as well as removal of some earth and the
movement of construction vehicles on the Site. These potential impacts include the
following:
• The area surrounding the existing structures will be cleared and the
structures removed. This will create the conditions for potential short-
term erosion and soil instability caused by the construction process
and the removal of some vegetation in the buffer. Additional earth
moving and grading during the construction process may contribute
to increased erosion.
• The removal of some native vegetation in the buffer zone. Native
vegetation has already been removed and replaced with a lawn area
which has mixed with native species and invasive species. The
movement of construction vehicles on the Site will result in removal of
additional vegetation.
• Because the residence and garage will being built partly on the same
footprint as the previous structure, this part of the project will cause
some increase to the amount of impervious surface on the Site,
however, the total increase is likely to be in the range of 1,000-1,500
square feet, as compared to the potential 2,600 square feet of
increase if the existing footprint were not used.
• The removal of native vegetation from the Site has already resulted in
the direct loss of some habitat. Many species of bird, small mammal
and insect use native plants for food sources and refuge. The loss of
this vegetation in the buffer zone could reduce habitat for these
organisms.
The Management Plan below is intended to offset these adverse impacts. The
Mitigation Measures developed in this Plan are intended to compensate for the
impacts to the shoreline habitat and buffer zone.
WW1289-170NorthBayHMP/110513/mas 17
3.4 PLAN COMPONENTS
The components of the Mitigation Plan include the following:
• Erosion control methods will be used to prevent on-Site rill or sheet
erosion from moving sediments over the bluff and toward the
adjacent shoreline. This will be accomplished through project timing
and emplacement of control measures during construction. A silt
fence should be placed on the Site between the proposed residence
and the bluff prior to commencing construction. Other erosion control
measures should be used as necessary.
• Native vegetation will be planted to mitigate disturbance to existing
plants in the buffer zone. Non-native invasive plants present on the
Site will be removed, including roots.
• No nutrients, pesticides or other contaminants will be used within 100
feet of the shoreline.
3.5 DETAILED MITIGATION MEASURES
The detailed Mitigation Measures corresponding to the Plan Components listed
above are as follows:
• Timing of construction should be limited to the "dry season" between
April 1 and October 15. By limiting construction to this time period,
less effort will be required to inhibit erosion and silt runoff. All graded
areas should be covered or re-vegetated prior to November 1. If it is
necessary to continue construction into the "wet season", then extra
measures will be required for erosion and silt runoff control.
• All erosion control measures should be installed prior to beginning
grading or other ground-disturbing construction activities. A silt fence
will be placed between the residence structure and the bluff. This
should be kept in place throughout the construction period and until
new native plants and re-vegetation areas are well established. Straw
bales, jute netting or other appropriate material should be kept on-
Site and used to stabilize any open areas following grading.
VVW1289-170NorthBayHMP/110513/mas 18
• Three areas within the buffer zone will be re-vegetated with native
plant species as per the Planting Plan described in Chapter 4.0 in
order to reduce future erosion, remove invasive species and enhance
buffer function. Planting success will be monitored and will conform to
performance standards as described in Sections 3.6 and 3.7. If
performance standards are not met, additional plantings or other
remedial actions will be taken to meet standards as per requirements
in Section 3.7.
The stairs should be designed to cause minimal impact on the bluff
face and beach area. The new stairs will be keyed into existing
concrete stairs on the beach thus keeping all work above OHWM.
Support for the stairs should be limited to embedding into the top and
base of the bluff.
• Implementation of these Mitigation Measures is anticipated to
mitigate impacts associated with the further development of the Site
and disturbance to the buffer zone. However, the narrow size of the
residual buffers at this site and the limited filtering capacity of gravelly
and sandy soils will limit the extent to which the Site will filter long-
term pollution and sediments entering the adjacent waters. To
minimize the potential for contaminants to enter these waters, no
additional nutrients, pesticides or additional contaminants should be
used on the Site within 100 feet of the OHWM.
3.6 IMPLEMENTATION AND TIMING
The continuation of construction on the Site should be conducted between April 1
and October 15 in order to minimize ground-disturbing activities during the rainy
season. Any work carried out during the rainy season should have all erosion
control measures in place prior to beginning.
New plantings in the buffer zone should be carried out during early fall if possible
(September-October) to avoid the necessity of supplemental watering. Plantings
can be placed during the winter or early spring (March-May) if necessary. If
plantings occur during summer months, supplemental watering with a drip irrigation
system or equivalent method may be necessary. Westech recommends that
monitoring of these plantings be conducted by an independent landscaping firm,
certified arborist, registered nursery or qualified botanists.
WUV1289-170NorthBayHMP/110513/mas 19
3.7 MITIGATION MONITORING
Buffer areas serve a variety of functions. They are important in that they reduce the
adverse impacts of adjacent land uses by stabilizing soil and preventing erosion;
filter suspended solids, nutrients and toxic substances; moderate impacts of
stormwater runoff; and reduce noise disturbance and light intrusion. They can also
provide important habitat for wildlife.
The narrow size of buffers at this Site (roughly 75 to 80 feet from OHWM for the
residence) and the limited filtering capacity of sandy, gravelly soils limit the extent to
which the Mitigation Measures will filter pollution and sediments from ongoing
activity. This can include pollutants from hydrocarbons, heavy metals, pesticides
and fertilizer.
Literature on buffer size indicate that buffers of 100 feet may be necessary to
consistently filter sediments and pollution that occur in stormwater runoff (Wenger
1999, Mayer et al. 2005). Precluding the use of pesticides, nutrients and other
potential contaminants within 100 feet of the OHMW will limit the impact of these
pollutants on nearshore critical habitat.
Because buffer zones serve these functions, it is important that the Mitigation
Measures that are implemented to offset significant impacts are successful.
Monitoring over an extended period of time provides the best assurance of
success. Monitoring success of erosion control measures during construction will
be carried out daily. Any evidence of erosion or sedimentation leaving the
construction area will result in immediate action to block erosion and sediments.
Such siltation can best be blocked through the use of additional silt fences, straw
bales, or temporary berms.
Monitoring the success of new native plants (as per the Planting Plan described in
Chapter 4.0) should be carried out and enforced by the County according to the
following schedule:
• Following construction, the areas shown in the Planting Plan (Chapter
4.0) should be replanted.
• The percent of replanted native vegetation should remain at 90
percent of the original area planted. If monitoring indicates that this
vegetation drops below this level, contingency measures must be
implemented.
• Invasive plants will be removed from the lawn area and from the top
of bank to the extent feasible. Reed canary grass and Scot's broom
should be completely removed, including root systems. The Site
should be monitored each growing season for any sign of return of
these plants, necessitating additional removal.
WW1289-170NorthBayHMP/110513/mas 20
• The homeowners should have a monitoring report prepared by a
qualified professional at the end of the first growing season.
Performance standards of 90 percent or more of plants surviving
should be maintained. Follow-up monitoring reports should be
completed at the end of the second and third full years after
construction and restoration. These reports should address the
success of the plantings. Any plant mortality should be noted and
corrected if plant survival falls below 90 percent during the first three
years. Documentation should include any necessary corrective
measures that include supplemental planting to compensate for plant
mortality and notation of the apparent reasons for such mortality.
All reports should be submitted to Jefferson County for review and concurrence.
For this plan to be successful, the County must monitor compliance with its
conditions. The failure of the County to monitor the implementation of the Plan may
lead to its ineffectiveness.
3.8 CONTINGENCY PLAN
A Contingency Plan should be followed if Mitigation Measures appear to be failing.
This Plan should address, in particular, any mortality of revegetated areas below
the 90 percent survival level at the end of three years. Should this level be
exceeded (considered a failure to meet the performance standard), the
Contingency Plan should included an assessment of the reasons for failure by a
qualified botanical professional and the development of a plan for introducing plants
likely to be successful in the location where performance standards were not met.
WW1289-170NorthBayHMP/110513/mas 21
4.0 PLANTING PLAN
A Planting Plan as diagrammed in Figure 7 will be implemented to mitigate for the
disturbance of native vegetation in the buffer areas. A list of native plants that will
be used for mitigation and restoration and invasive plants to be removed can be
found in Table 1 (A and B).
Re-vegetation and planting of additional vegetation will occur as an integral part of
the Project to compensate for environmental impacts caused by the ground-
disturbing activity. Plantings on the bluff top should be accomplished as specified
for that area and any invasive plants in that area should be removed. The bluff
itself appears to be stable and well vegetated, so that area should not be disturbed.
Most of the area immediately adjacent to the location of the proposed residence is
vegetated by lawn and some low shrubs, with a few scattered small trees. Where
undisturbed by construction, these areas will not require extensive additional
vegetation. This includes the face of the bluff and the forested areas west and north
of the residence. The three areas designated for additional plantings include:
• Planting Area A includes the lawn area east of the footprint for the
new residence (an area roughly 50 x 50 feet). This planting area is
currently covered by low-cut mixed grasses and weeds. This area
should be planted with the mix of shrubs and ground cover found in
Table 1. Prior to planting all Scot's broom plants, Himalayan
blackberry and reed canary grass should be removed, including the
roots.
• Planting Area B is an approximately 15 foot by 60 foot tapering area
along the south side of the new residence. This area is currently
mainly grass and weeds, which should be removed (along with any
invasive plants), covering this area with a mix of shrubs and
groundcover(Table 1).
• Area C is a 20 foot by 60 foot irregularly shaped area to the north of
the new residence, including the area near the existing stairs. This
strip along the new stairs and in the forested area to the north of the
house should be replanted with the shrubs and ground cover listed in
Table 1.
Success of the Planting Plan depends on choosing species that are suitable to both
the on-Site soil conditions, but that are hardy and capable of handling nutrient poor
soils, shading and some salt spray. The native vegetation selected for this
Mitigation and Habitat Management Plan were chosen for these reasons.
WW1289-170Northi3ayHMP1110513/mas 22
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TABLE 1A. LIST OF NATIVE PLANTS FOR
BUFFER MITIGATION AND ENHANCEMENT
Location Species I Scientific Name _i Number Size 1
A Oceanspray , Holodiscus discolor 8 1 1 gallon
A Nootka rose Rosa nutkana 6 1 gallon
A Snowberry Symphoricarpos albus 10 1 gallon
A Red huckleberry Vaccinium parvifolium 10 1 gallon
A Oregon grape Mahonia nervosa 15 1 gallon
A Red elderberry - Sambucus racemosa 2 2 gallon
B Indian plum Oemleria cerasiformis 10 1 gallon
B Ocean spray Holodiscus discolor 6 1 gallon
B Oregon grape Mahonia nervosa 4 1 gallon
B Bracken fern Pteridium aquilinum 12 1 gallon
B Salal Gaultheria shallon 12 1 gallon
B Sword fern Polystichum munitum 12 1 gallon
C _ Indian plum Oemleria cerasiformis 4 1 gallon
C Oregon grape Mahonia nervosa 10 1 gallon
C Salal Gaultheria shallon 10 1 gallon
C Sword fern Polystichum munitum 12 1 Gallon
TABLE 1B. LIST OF INVASIVE PLANTS TO BE REMOVED
Location Species ! Scientific Name
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A/B Scot's Broom Cytisus scoparius
NB Himalayan blackberry Rubus discolor
NB Reed canarygrass Phalaris arundinacea
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WW1289-170NorthBayHMP.Tabl/1105131mas 24
Soils on the Site are mostly gravelly foams and well drained. Normal rainfall will
quickly drain through these soils. Plants may require additional watering during the
first year in order to meet performance criteria. A simple drip irrigation system
would be the most effective method of accomplishing this.
The species size and number of plants that will be used to revegetate these areas
is shown in Table 1. Plants will be placed in a semi-random fashion within the areas
indicated in Figure 7. Trees will be placed on ten-foot centers and shrubs will be
planted on six-foot centers. Staggering of plants in this fashion, rather than planting
in straight rows, will create a more natural appearing configuration. Plants may be
clustered by species in order to promote natural reseeding.
Plants installed in the fall usually out-perform those installed in the late winter or
spring. Planting projects scheduled for early October to mid-December are
generally the most successful. The earlier plants go into the ground in the fall, the
more time they have to recover from transplant shock, adapt to the site, and
expand their roots systems before the growing season. They will require less water
and grow more vigorously than if they are planted in the spring. To increase the
potential for the planted species to survive, four inches of mulch should be placed
around the installed plants with the mulch two inches away from the stem of the
plants.
We also recommend that non-native blackberries and other non-native invasive
plants be removed to the extent possible from the top of the bluff adjacent to the
shoreline. This plant, plus Scot's broom and reed canary grass should be removed
completely from Area A and anywhere else they are found. These species are
invasive species which will likely dominate the bluff plants and yard area if not
removed, or thinned as much as possible. Near the bluff, removal will be difficult
due to the steepness of the bluff, however in this area, the plants should be cut
back as much as possible by hand methods. However, chemicals should not be
used in this zone and removal requiring digging deep roots out should be avoided
so that erosion does not occur. It should be expected that on-going maintenance to
limit the extent of these plants will be required every year or two.
1W/1289-170NorthBayHMP/110513/mas 25
5.0 CONCLUSIONS AND RECOMMENDATIONS
5.1 CONCLUSIONS
The Property presently contains an existing house (seasonal residence), and a
small outbuilding, plus several sheds. There are decayed stairs extending down
the bluff to the nearshore area. A new residence will be constructed partly on the
footprint of an existing residence. expanding from 600 to 2,000 square feet
(footprint), but maintaining the same shoreline setback (plus removal of the
outbuildings). The property owner also intends to place a new septic system, pump
system, water-line and landward drainfield on the property. A JARPA permit
application will be submitted for replacement of the stairs. The proposed project is
being constructed inside the buffer zone, though it will move the present structures
no closer to the shoreline than has previously been the case.
Measures outlined in this report will be enacted to mitigate additional construction
on the Site and incrementally improve habitat and vegetation in the nearshore area.
Erosion control measures will build on a silt fence to be put in place below the
residence prior to the start of construction. This will be used during construction to
minimize sheet and rill erosion. Routing of stormwater will be tight-lined to the
beach as recommended in the geotechnical report. A Planting Plan (see Figure 7
and Table 1) will be implemented to provide additional vegetation within the
nearshore portion of the property.
5.2 RECOMMENDATIONS
This report constitutes a Mitigation and Habitat Management Plan. A Planting Plan
has been included in this report and we recommend that it be implemented on the
Site upon approval by the County. Benefits deriving from this Plan will only take
place if it is implemented and enforced by the County.
The silt fence to be emplaced on the property should be placed between the
residence and the bluff and should be left in place until the completion of
construction and the establishment of native vegetation. Also, erosion control
materials should be kept on Site to address any erosion observed during
construction.
The Planting Plan outlined in this report should be implemented; the Plan should be
monitored according to the instructions outlined in this plan and the Contingency
Plan implemented in the event that plant survival in the revegetated areas falls
below 90 percent.
vvw1289-170NorthBayHMP/110513/mas 26
Property owners should refrain from the use of pesticides or additional nutrients on
the Site and should introduce no contaminants within 100 feet of the OHWM. While
these measures will provide mitigation for additional construction and use of the
Site, the shoreline and marine critical areas may experience continued cumulative
impacts as a result of the narrow size of the buffers and limited filtering capacity of
the soils in this area.
W N1289-170North BayHMP/110513/mas 27
6.0 REFERENCES
Creative Design Solutions. 2013. Unpublished Site Plan for 170 North Bay Way,
Port Ludlow, Washington. Port Angeles, Washington.
Google Earth. 2013. Online mapping software. www.googleearth.com.
Imagery date July 5, 2012. Europa Technologies.
Jefferson County. 2013. Online Map Database. http://www.co.jefferson.wa.us/.
Jefferson County, Washington.
Jefferson County. 2009. Jefferson County Critical Areas Code. Title 18.22 JCC.
Department of Community Development. Website accessed October 2013.
Port Townsend, Washington.
Hitchcock, C.L. and A. Cronquist. 1973. Flora of the Pacific Northwest. University
of Washington Press. Seattle, Washington.
Lyons, C.P. 1997. Wildflowers of Washington. Lone Pine Publishing. Renton,
Washington.
Mayer, P.M., S.K. Reynolds, and T.J. Canfield. 2005. Riparian Buffer Width,
Vegetative Cover, and Nitrogen Removal Effectiveness: A Review of Current
Science and Regulations. Cincinnati, Ohio. U.S. Environmental Protection
Agency.
Natural Resource Conservation Service (NRCS). 2013. Web Soil Survey.
http://websoiisurvey.nrcs.usda.gov/app/HomePage.htm
North Western Territories, Inc. (NTI). 2013. Geotechnical Site Assessment for 170
North Bay Way. Port Angeles, Washington.
Pojar, J. and A. MacKinnon. 2004. Plants of the Pacific Northwest Coast. Lone
Pine Publishing Company. Redmond, Washington.
Taylor, R. 1995. Northwest Weeds. Mountain Press Publishing Company.
Missoula Montana.
Van Aller Surveying. 2013. Unpublished ublished Summary of Property-Topographic Maps,
Tracts 26 and 27 Oak Bay Waterfront Tracts. Carlsborg, Washington.
Wegner, S. 1999. A Review of the Scientific Literature on Riparian Buffer Width,
Extend and Vegetation. Athens, Georgia: Institute of Ecology, University of
Georgia.
WW1289-17ONorthBayHMP/110513/mas 28
APPENDICES
WW1289-170NorthBayHMP/110513/mas 29
APPENDIX A
SITE PHOTOGRAPHS
WW1289-170NorthBayHMP.APPAl110513/mas A-1
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WW1289-170NorthBayHMP.APPA/103113/mas A-2
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WW1289-170NorthBayHMP.APPA/110513/mas A-4
APPENDIX B
BEACH STAIR DESIGN
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NORTHWESTERN TERRITORIES, INC.
717 SOUTH PEABODY STREET.PORT ANGELES.WA 98382
Engineers:Lend Surveyors_Geologists
Contraction(nepeotion G 87etedeis Testing
Phone(360)452-6491 1.800.554.5545 Fax 052$498 E„444a h o flfi4, xom
'A-
23,2013 Ito NS
Mr. Ron Gregory ''
22 McCurdy Lane . SA -611
Port Ludlow, WA 98365
Subject: Jefferson County Parcel #976800013 located at 170 North Bay Way in Port Ludlow,
Washington
Geotechnical Site Assessment- Report of Findings
151 Revision-This Report Supersedes the NTI Report of October 16, 2013
Dear Mr. Gregory and Interested Persons,
In October of 2013,NTI Engineering and Land Surveying completed a geotechnical assessment
of the subject parcel. At the time of the assessment,planning was underway for the construction
of a single family residence on the subject property. Addition work being planned included the
demolition and removal of an existing dilapidated cottage and greenhouse on the property and
the development of on-site utilities. The parcel lies on shoreline of Oak Bay within Section 29,
Township 29 N.,Range I E., W.M. The site includes a low marine bluff that rises about 25 feet
from sea level in a pleasing natural situation.
A dilapidated cottage on the site that is approximately 75 feet from the shoreline will be
demolished. According to a preliminary site plan provided by Ron Gregory, the new single
family residence will have a similar setback of 75 feet from the shoreline. The total footprint of
the new structure is expected to be no larger than 50 feet in width by 40 feet in depth.
The Geologic Setting
The subject parcel lies within a formation of dense Pleistocene lodgement till that overlies a
formation of Tertiary siltstone. Test pits, exposures in a hand-dug water cistern and probing of
the site indicated that the dense till is continuous beneath the parcel at depths of two to three feet.
An indurated and dense black siltstone forms the parent rock beneath the site and it is well
exposed along the shoreline. The rock has formed into a concave wave-nipped shape at the
beach giving the shoreline a striking appearance. The tough black siltstone may be an uplifted
middle to lower Eocene deposit that was first described by Gower in 1980. The material forms a
resistant buttress to wave erosion along this reach of the shoreline.
1
Geotechnical Site Assessment for 170 N. Bay Way in Port Ludlow ( 2013
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VIEW TO THE EAST SHOWING COTTAGE AND SHED TO BE REMOVED
Shoreline Setback Recommended
Due to the high shear strength of both the underlying rock and the overlying lodgement till,the
site has adequate slope stability and it will provide a good foundation substrate for the proposed
house. The erosion mechanism at this shoreline is paced by the slow chemical and mechanical
erosion of the rock along the shoreline. The slight undermining of the basal rock allows
colluvium from the slope to slump and ravel down to the beach. This erosional process is among
the slowest in the region and the average recession of the bluff here is very slow -on the order of
an estimated one or two foot per decade.
As a result of these factors, the suggested setback of 75 feet from the shoreline at the beach to
the easterly line of the new house foundation provides an excellent level of protection. The
setback also ensures that shoreline processes will not be altered or impaired by the proposed re-
development of the site. This setback provides approximately 75 feet of setback from the top of
the slope as shown in Figure 1. Decks on light footings may extend another 15 feet toward the
shoreline without impairment or safety concerns.
Natural Top of Bluff Buffer Suggested
At present a portion of the top of bluff buffer has been cleared to create a view space for the
existing cottage. On the north much of the original vegetation and trees have been preserved.
A total buffer width of 50 feet as shown in Figure 1 would provide additional habitat and help
maintain the pleasing natural environment of this site. The addition of one or two Arbutus or Fir
trees in the buffer area might frame the views from the house and further enhance the stability of
the slope beyond.
2
Geotechnical Site Assessment for 170 N. Bay Way in Port Ludlow I 2013
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TEST PIT SHOWING DENSE GLACIAL TILL SUBSOIL
Site Drainage Considerations
Due to the widespread occurrence of nearly impervious lodgement till over the site, percolation
into the soil will be poor at this site. The underlying bedrock is also totally impervious.
Percolation trenches and similar infiltrative devises will be ineffective during much of the year in
the wet climate at this location. The tough rock at the beach cannot be eroded by a pipe
discharge there, nor will the pipe affect the normal shoreline processes.
For these reasons, we recommend the use of a tight drainage pipe to the beach rather than the
construction of drywells or percolation trenches. The use of a fused polyethylene pipe is
recommended due to its tensile strength. Fused polyethylene pipe will not separate as the earth
around it moves down slope. Because of its strength' maybe used to suspend an energy
dissipating tee above the high water level.
Foundation Bearing Strength and Protection from Moisture
Due to the large number of soil holes and test pits on the site in the vicinity of the proposed
house, it is possible to recommend foundation bearing capacity at this time. If footings are
carried down to the undisturbed, firm light-colored till, the prescriptive 2,500 pounds per square
foot soil bearing capacity will be obtained. If footings are over-excavated, re-fill the footing area
with imported clean pit run gravel and properly compact prior to placing concrete for footings.
3
Geotechnical Site Assessment for 170 N. Bay Way in Port Ludlow 1 2013
Because the soil at this site is nearly impervious it will be poorly drained. The reworked till soil
is high in silt fines and it can attract and conduct water. Because of this, the use of at least 6-
inches of imported gap-graded aggregate base and a continuous heavy vapor barrier beneath any
interior slab on grade is suggested. As for further protection against moisture, crawl spaces may
be provided with gravity drains to daylight to prevent the accumulation of water in winter.
Limitations of This Study and Report
The observations and conclusions of this report apply only to the subject property and they are
not transferable to nearby or adjoining property. This report is the sole property of the client and
may be used by others only with their permission.
If conditions are found to be substantially different at the site than described above,or if soft wet
soil is encountered during foundation construction, notify the undersigned geotechnical engineer
for on-site assistance.
NTI Engineering and Land Surveying warrant that this report was conscientiously prepared in
accordance with the practice of professional engineering and according to the principals of
geologic science. No other warranty is provided herewith.
Please call on the undersigned Engineers if you have questions about this report or the
observations in it.
We appreciated the opportunity to perform this work for you.
Sincerely,
For NTI Engineering and Land Surveying t LS
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Steve S. Luxton, MSc. , PE Justin Wilson PE
Senior Geotechnical Engineer Principal Engineer and Manager
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S -,4-:q T w R 1 E DATE: CJGT 2 / Qp/ NTI ENGINEERING & SURVEYING jilt DESIGNED BY: �'�, LUX TON NORTHWESTERN TERRITORIES, INC.
PROJECT: Gait/J/045 - 5FR 6ECT'CCH ' 1 Engineers • Land Surveyors • Geologists
,a n Construction Coordination • Materials Testing
FOR: >2old GA.tGa+er ,Qi.wvevw 717 SOUTH PEABODY • PORT ANGELES,WASHINGTON 98362 • (380)452-8491
SHT: / OF / ,Q N4W S17 ?LAN NT, www.nti4u.com info @nti4u.com
David W. Johnson
From: Ron Gregory[builder @cablespeed.com]
Sent: Thursday, December 12, 2013 11:02 AM
To: Randy Marx; David W. Johnson
Subject: Agent's authorization to approve change in wording
My client approves eliminationg "Approved Under SEP13-00099"
Ron Gregory
builderPcablespeed.com
David W. Johnson
From: Randy Marx
Sent: Tuesday, December 10, 2013 11:01 AM
To: Ron Gregory; David W. Johnson
Subject: RE: Williams, SPAAD Site Plan, zon13-38
Hi Ron
I have reviewed the SPAAD site plan and have one issue. The SPAAD plot plan shows the septic tanks in a different
location than the approved septic permit, in addition there is language on the SPAAD plot plan that states the tank
location is "Approved Under SEP13-00099"
In the end the tanks may be as per the SPAAD since Mr. Deeney did both drawings, however, I can't approve the plan w/
a contradictory statement. I would like permission to whiteout the words "Approved Under SEP13-00099"
Please let me know so I can proceed with health review of this SPAAD
may. 7yia+r x
Always Working For a Safer& Healthier Jefferson County
360 385 9402 ><(((("' ><rrr'> ><( (("> ><((((°> ><(fr>
(( ><{{_ »<»<> ><((((".>
Septic Permits Online (Link) 7s, Environmental Health Web Site (Link)
CONFIDENTIALITY NOTICE: Th s e nail message, inciedirng any al-tar-am:ems, is for r, e sole ado of the tO ndccl ,,.c∎,merit(,, amt may r entele
confidential and privileged information. Any unauthorized review, use, disclosure, or distribution is prohibited. If you are not the intended
recipient, please contact the sender by reply e-mail and destroy all copies of the original message
PUBLIC RECORDS ACT NOTICE: All e-mail sent to this address has been received by the Jefferson County c maul system and is therefor:,subject to tb,
Public Rc uird,.Act,a state law.'und at RC41 -12.3W Under the Public Records law the CA unto•m114,i release this e-mail and its contents to mn per,o 1
who ask;;to obtain a copy or for inspection),,f this e-mail unleacit is exempt from iliw insure under state law,iridud.inf;RC'.4b'42.56.
From: Ron Gregory [mailto builder @cablesoeed.com]
Sent: Sunday, December 08, 2013 10:46 AM
To: David W. Johnson
Cc: Randy Marx
Subject: FW: Williams, Preliminary SPAAD Site Plans
I trust this will complete thesite map concerns. Please let me know when I will receive the SPAAD final paperwork so
that I can forward it to the property owner.
Ron Gregory
From: Creative Design Solutions, Inc. [mailto:mike @cds4you.com]
Sent: Saturday, December 07, 2013 3:47 PM
To: Ron Gregory
Subject: Williams, Preliminary SPAAD Site Plans
1
David W. Johnson
From: Randy Marx
Sent: Tuesday, December 10, 2013 11:15 AM
To: David W. Johnson
Subject: zon13-38 Okanogan Holdings
I just happened to notice, Condition #10 references the old plot plan.
The one I just had in your office from Mike Deeney drawn 12/7/13 is the to be approved SPAAD plot plan correct?
Mine doesn't have the"Received by DCD" date stamp, (since you .pdf me.)
I also left Ron a voice mail try to move this along.
Mixt Ly_
Always Working For a Safer& Healthier Jefferson County
360 385 9402 >< ><( (C ><OW> {d
> (y(r> ( >e{c"»<». ><(:(7(
Septic Permits Online (Link) Environmental Health Web Site (Link)
CONFnENTIALITY NOTICE: . , 6 for the sole use of the intended recipierg(s)and may co 150 ccntakntial an;■prva[eata
Run an.. hauu FV;evi.one na 0 is:1 6cohibitecl. If you are not,the Intended recipient,please contact the sender by reply e-mail and destroy
copes of the original message
PUBLIC RECORDS ACT NOTICE: All e-mail sent to this address has been received by the Jefferson County e-mail system and is therefore subject to the
Public Rtx:ords Act,a state law found at RCW 12.51'. Under the Public Records law the County mist release this e-mail and its contents to any person
who asks to obtain a copy or for inspection)(4 this e-mail unless it is exempt from disclosure under state law,including 12CW 4256.
•
1
David W. Johnson
From: Randy Marx
Sent: Monday, December 16, 2013 11:59 AM
To: David W. Johnson
Subject: FW: Agents authorization to approve change in wording ZON13-38
Hi David
Per Ron's email below; PLEASE strike out, on your to be approved plot plan,the words"Approved Under SEP13-00099"
this is on the site plan near the septic tank location.
Health has signed off.
Thanks David
ZaJt44. Z/Lrc�vtr
Always Working For a Safer& Healthier Jefferson County
360 385 9402 >`Vc> > rrr ><,( ((`.> ><(((("> >_JfC
(( " ><{{.> ><»<> ><((((">
Septic Permits Online (Link) Environmental Health Web Site (Link)
CONFIDENTIALITY NOTICE: I s -,r.r
Pr;(■privile..te,d ini`prt.Ot.ic,n Any ose, 1,,-u1j tc■ , yci.
recipient, please contact the sender by reply e-mail and destroy all copies of the original message
PUBLIC RECORDS ACT NOTICE All t'r-nrail sent to this adds oss has been received by the Jefferson County e-mail system and is therefore subject to the
Public Record,Art,a stale law found at RCIN 12.36. Linder the Pt bile Records law this Ci,unty mast release this e-mail and its contents io any pros ii
who asks to of=taint a copy(or for inspection)of this e-nail unless it is exempt from disclosure w.ndel state law,including RCW 42.3b.
From: Ron Gregory [mailto:builder @cablesoeed.com]
Sent: Thursday, December 12, 2013 11:02 AM
To: Randy Marx; David W. Johnson
Subject: Agent's authorization to approve change in wording
My client approves eliminationg "Approved Under SEP13-00099"
Ron Gregory
builder@cablespeed.com
1
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Ywc6ON c COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
621 Sheridan Street I Port Townsend,WA 98368 Web:www.co.iefferson.wa.us/communitydevelopment
o`' Tel:360.379.4450 I Fax:360.379.4451 I Email:dcdaco.iefferson.wa.us
Building Permits&Inspections I Development Consistency Review I Long Range Planning I Watershed Stewardship Resource Center
December 3, 2013
OKANOGAN HOLDINGS LTD
C/O ROBERT LEE WILLIAMS
380 LAMPLIGHTER DRIVE
MARCO ISLAND FL 34145-4542
RE: SITE ADDRESS: 170 N BAY WAY
CASE#: MLA13-00118
Dear OKANOGAN HOLDINGS LTD:
The Department of Community Development is in the process of reviewing your application. The
following information is needed to continue review of your project.
Please revise the site plan to depict the septic system drainfields and 100 foot well protection radius.
Please submit the above information to the Department of Community Development by March 3,
2014. Pursuant to Jefferson County Code, JCC 18.40.110(3) and (6), if the applicant does not
submit the additional information or does not request additional time to submit the required
information within the ninety(90) calendar day period, the application will be considered abandoned
and therefore withdrawn and the applicant shall forfeit the application fee. The Department of
Community Development shall not be responsible for notifying the applicant of an impending
expiration.
Sincerely,
Department of Community Development Staff
c: File
ROBERT GREGORY
\\tidemark\data\forms\F_MLT_Addlnfo_Requst.rpt 12/3/2013
David W. Johnson
From: Randy Marx
Sent: Tuesday, November 26, 2013 12:52 PM
To: David W. Johnson
Subject: RE: SEP13-00099 &ZON13-38
The SPAAD was not routed to me for review. I went through the SEP file and I have recently organized all my pending
MLA cases by MLA number. I do not have MLA13-118.
I tried to get it done in your absents, however, I looked through your file just now and did not see a plot plan that
showed a buildable area, so I am not sure which of the plot plans you are using as the official plan to review and
approve. I will review it ASAP when I have a copy.
/Za.Kdy_ 7Itts}rx
Always Working For a Safer& Healthier Jefferson County
360/385 9402 ><((((° r> ><( (("> ><((((°> err
(1{
? � /�> (( ° ><{("»<›.. > ><((( e>
Septic Permits Online (Link) Environmental Health Web Site (Link)
CONFIDENTIALITY NOTICE: jai( tre,sage., rndraoine ary attachamr n-s, s for the sole use of the intended remmeci, r ,care
ramat=cn_ Any unat.rthorr7ed revi sw, ■,sc ri tare, or■ distribution 'as prohibi*nd_ Tf yeat on= not ti ,. .,,e•,
+ under by reply eomai: and destroy al ccpi s of the otapcai
II t3LIC REC;OFDS AC 1 NOTICE 1II e.m at!,e nt lc this address has IN (I(.rvcd ha tlta h.'ter-we r Dante c matt,,,strut and a9 thereat, sui}cY t in the.
Lund at IL(.:Sl 12.?6. tundra the Pubic'Retorts law the t'eunir 1111741 ich rs,>tills 0-11011 ul:,ltd rt,conta nis to r1,1‘
.,y..., .r.r.,;c,>in 101 for a s}'eci10ni ut this e-mail urtic051t r^,exempt from ttistlnaune under state lean,an,lrulirpr.I2t W12
From: David W. Johnson
Sent: Monday, November 25, 2013 3:06 PM
To: Randy Marx
Cc: David W. Johnson
Subject: SEP13-00099 & MLA13-00118
Randy,
I noticed that SEP13-00099 was approved. Are you going to sign off on MLA13-00118?
Thanks!
David Wayne Johnson - LEED Green Associate
Associate Planner- Port Ludlow Lead Planner
Department of Community Development
Jefferson County
360.379.4465
LEED
GREEN
ASSOCIATE
1
David W. Johnson
From: David W. Johnson
Sent: Wednesday, December 04, 2013 8:40 AM
To: Ron Gregory
Cc: David W. Johnson
Subject: MLA13-00118 Additional Information letter
Attachments: MLA13-00118 Add Info 12-3-13.pdf
Attached. Randy needs an updated site plan to show the septic and well radius for his review. Make sure it's the one
with the buildable area and 75 foot setback.
Thanks!
David Wayne Johnson - LEED Green Associate
Associate Planner- Port Ludlow Lead Planner
Department of Community Development
Jefferson County
360.379.4465
LEED
GREEN
ASSOCIATE
Mission: To preserve and enhance the quality of life in Jefferson County by promoting a vibrant economy,
sound communities and a healthy environment.
SAVE PAPER - Please do not print this e-mail unless absolutely necessary
All e-mail may be considered subject to the Public Records Act and as such may be disclosed to a third-party requestor.
1
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David W. Johnson
From: Ron Gregory [builder @cablespeed.com]
Sent: Wednesday, November 20, 2013 4:39 PM
To: David W. Johnson
Subject: Letter, November 1, 2013
Attachments: Geotech Report 10-23-2013.pdf; Williams, Site Plan 11-20-2013 Update.pdf
MLA 13-00118
Attached is the revised sit plan per your request. Please note the combination of lots as required by Environmental
Health Note.
Randy Marx has all the information he required for his part of the SPAAD application, I woul appreciate your
coordinating with him to complete this application/
1
II
DO'` cG
JEFFERSON COUNTY
ww % DEPARTMENT OF COMMUNITY DEVELOPMENT
621 Sheridan Street I Port Townsend,WA 98368 I Web: www.co.jefferson.wa.us/communitvdevelopment
"' "` $ Tel:360.379.4450 I Fax:360.379.4451 I Email:dcdna,coJefferson,wa.us
9SHlNGKO
Building Permits&Inspections I Development Consistency Review I Long Range Planning I Watershed Stewardship Resource Center
November 1, 2013
OKANOGAN HOLDINGS LTD
C/O ROBERT LEE WILLIAMS
380 LAMPLIGHTER DRIVE
MARCO ISLAND FL 34145-4542
RE: SITE ADDRESS: 170 N BAY WAY
CASE#: MLA13-00118
Dear OKANOGAN HOLDINGS LTD:
The Department of Community Development is in the process of reviewing your application. The
following information is needed to continue review of your project.
Please submit a revised site plan depicting the 75 foot setback from OHWM per the Geotechnical
Report, and including a requested building envelope.
Please submit the above information to the Department of Community Development by January 30,
2014. Pursuant to Jefferson County Code (JCC) 18.40.110(3)and (6), if the applicant refuses to
submit the additional information or does not request additional time to submit the required
information within the ninety(90) calendar day period, the application will be considered abandoned
and therefore withdrawn and the applicant shall forfeit the application fee. The Department of
Community Development shall not be responsible for notifying the applicant of an impending
expiration.
Sincerely,
- To so4 X60 .1 .c -( 5
Department of Community Development Staff
c: File
ROBERT GREGORY
1ltidemarkldatalforms\F_MLT Addlnfo_Requst.rpt 11/112013
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MARK NOTE
VANp /�p // /�/� p/�p yip/�p TRACTS 26 AND 27 a/iM NOTE DRAFT
IyrA//V ALL ER SURVEYING EYING PLAT OF OAK BAY WATERFRONT TRACTS
CLEW, ROBERT L. WILLIAMS
P.O. BOX 757 . CARLSBORG, WA.• 98324 LA FALLUE, RUE DE LA POUCLEE
-
rrioNE: (360) 683-3438 . Fax (360) 683-3241 ST. MARTIN, JERSEY, CHANNEL ISLAND JE3 6DU
David W. Johnson
From: Ron Gregory [builder @cablespeed.com]
Sent: Thursday, October 24, 2013 11:00 AM
To: David W. Johnson
Subject: RE: Progress Report, MLA 13-00118
Attachments: Revised Final Geotechnical Assessment for Ron Gregory.pdf; Williams Footprint Increase.pdf
I will follow up with the septic designer.
Please see Geotech report attachment,just completed. Will this be adquate in the application for a building permit. Mr
Williams is reviewing a design option that will fit in the building envelope, see attachment.
From: David W. Johnson [mailto:djohnson@co.jefferson.wa.us]
Sent: Thursday, October 24, 2013 8:25 AM
To: Ron Gregory
Cc: David W. Johnson
Subject: RE: Progress Report, MLA 13-00118
Ron,
Note on October 23, 2013 from Randy Marx with Environmental Health on your septic permit/approval (he needs to
sign-off the SPAAD for septic): At request of designer, hold issuance, possible well issue?? No letter sent regarding this.
RMarx
Also, you did not designate a buildable area or envelope on the site plan. Do you want to do that, or just be restricted
by setbacks?
From: Ron Gregory [mailto:builder@cablespeed.com]
Sent: Wednesday, October 23, 2013 6:36 PM
To: David W. Johnson
Subject: Progress Report, MLA 13-00118
On 8-21-2013 I submitted a SPADD application. Tax parcel 07600013, Port Ludlow
I am the authorized agent for Mr. Williams.
I would appreciate a progress update.
Ron Gregory
builder @cablespeed.com
360-344-2058
360-301-6375
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13 n CREATIVE DESIGN S01_l1TIONS
Sepik System Designs, Permits, d InspBCtions
�, , P D.SOX 2787,PORT.0M E.2.8,WAS'ILMGTON 88302
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580335 PGS : 2 COV
11112/2013 12:19 PM $73.00 RONALD GREGORY
Jefferson County NR Auditor's Office - Donna Eldridge, Auditor
1111Nr1111RIPAL106'Ir1 t cini�ah'JViko:hOki 11111
NAME & RETURN ADDRESS
PC!!g (?P /1-fl', £ Jig,/,wr
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Please print neatly or type information
DOCUMENT TITLE (SA
ap%,a/11z, ii a't 41//Pn / '
REFERENCE NUMBERS (S) OF RELATED DOC a 4 ,.
Ado
Al.iti,'nal Reference We on page
GRANTOR (S)(Last,First and Middle Initial)
1.1,7/lit a 479 O4 /i, .��5, /Y/
O/ D Additional grantor on page
GRANTEES (Last, First and Mi.• • tie l N/
•
e ' 'Sd 0146. (e°aJ g-C A47/9/Y?'di
. '14k , ,t) thd .re7 c:PI 4246
Additional grantee on page
LEGAL D �� N(Abbreviated i.e.lot,block,plat or section,township,range,quartedquarter)
I .2(a • L/b1¢.�t ( _-��f- Vac/5
SS . Additional legal on page
ESS� ` PROPERTY TAX PARCEL/ACCOUNT NUMBER
C 75eav/3 - 1
Additional parcel We on page
The Auditor/Recorder will rely on the information provided on this form. The staff will not read the document to verify
the accuracy or completeness of the indexing information provided herein.
580335 Page 2 of 2 11/1212013 12:19 PM
•
When recorded return to:
Hams: Jefferson Cyvnty DCD
Address: a21 8erlden St.
City: PgrtTownsend
State,Zip WA eases
DECLARATION OF RESTRICTIVE COVENANT
Grantor(s): • a o!ti r • .1 < . • to Robe e . _ ii I . ,
Grantee(s): Jefferson County
NOTICE IS HEREBY GIVEN TO Okanogan Holdins LTD , hi i ere • assigns,and the
general public. This restrictive covenant shall bind and restrict the land,the e, . _ eh'heirs,
grantees,successors and assigns and shall"run'with the land into per
DESCRIPTION OF REAL PROPER I'. AFFECTED: ,
Lots 26&27,Oak Bay Waterfront Tracts, as re •rd • In Rune of Long Plats,Page 25
Section 29 ,Townshlp 29 North, Range est,W
ASSESSOR'S TAX PARCEL NUMBER(S): • ; .._•_1 i
NOTICE IS HEREBY GIVEN THAT the combination of tRaa.•ve referenced description of real
property(lots,parcels, etc)Is required to meet3WAC 246-272 Minimum Land Area for issuance of
an onsite sewage system permit. Sale,transferbr.other segregation of only part of the property
described in this Notice and in the onsite sewage,permit will result in a violation of the terms and
conditions of the onsite sewage permit.
TYPE OF STRUCTURE: IL.le F:, ;:,,,. _,.-
ADDRESS OF STRUCTURE: 170 f.B a :T� ... • ..WA 98355
/ >
THIS NOTICE may not be lifted or femo w hou he consent and written approval of the
Jefferson County Health and Human S
Recording. Upon its execution,t s ar n shall be recorded with the Jefferson County Auditor. All
contracts and deeds or other Ins to ofveyance relating to the property or any pert thereof shall
contain reference to this v nt.
Compliance with coda n _This Declaration does not amend or modify,nor Is It intended to
amend or modify any r�guO• Is of he County's ordinances or any other law or regulation dealing with or
affecting the use of Ian or s !Griot improvements upon lands.
Warranty of Auth." + .>The er(ss)-signing below warrant that they are the sole Owners in tee of the real
property described a•• • . • ,re thodzed to make this Declaration and so bind the property.
GRANTOR(S) ' .;_._ ,= ..--i 6206 a,1Z)
0 ' 4=0 2r c '4-l'C(-u 2..i-u,s c•- )
�
cknawle men .
-u Ri ND SWORN to_before-methis g_dayof N0verAbtr,2011
Notary public In end to the e.2:1031E7 -11
Jlresiding in$k N v- --5fM1 at 4
My commission expires: 0/J E AT H
David W. Johnson
From: David W. Johnson
Sent: Thursday, October 24, 2013 9:35 AM
To: Randy Marx
Cc: David W. Johnson
Subject: SEP13-00099
Randy,
I have signed off the Critical Area review.
t
SEP13-00099
U �, SEWAGE DISPOSAL PERMIT FILE SHEET Review Type:
6 7� Jefferson County Public Health
615 Sheridan Street, Port Townsend WA 98368 (360) 385-9444
PERMIT #: SEP13-00099 Date Received: 08/28/2013
SITE ADDRESS: 170 N BAY WAY Revised Date:
PORT LUDLOW, WA 98365
APPLICANT: OKANOGAN HOLDINGS LTD PHONE:
C/O ROBERT LEE WILLIAMS
380 LAMPLIGHTER DRIVE
MARCO ISLAND FL 341454542
SUBDIVISION: OAK BAY WATERFRONT BLOCK: LOT:
PARCEL: 976800013 Section: 29 Township: 29N Range: 01 E
Legal Description: OAK BAY WATERFRONT TRACTS LOTS 26&27
INTERESTED
PARTY:
DESIGNER: MIKE DEENEY PHONE: (800)395-7296
CREATIVE DESIGN SOLUTIONS
PO BOX 2787
PORT ANGELES WA 98362
SYSTEM DESCRIPTION: 280-GLENDON BIOFILTER-M31
TYPE OF WORK: EXP TYPE OF USE: RESA
ADDITIONAL WORK:
Type Amount Paid By Date Receipt
Expansion $413.00 SMT 8/28/2013 144298
Total: $413.00
Parcel Tags; Description Notes Updated
1.) WSRC Coaching - SMP June 24, 2013
Associated Cases Status Issued Finaled Description
SEP13-00099 P
SEP75-00408 N 4/16/1975
SOM75-00408 N
XMP91-00022 A 3/11/1991 PROPOSAL: To replace beach stairs and landing that were
demolished by the elements.
\\tidemark\data\forms\F_SEP_AppiicationNW.rpt 8/28/2013
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Jefferson County Department of Community Development
621 Sheridan St.,Pert Townsend WA 98368,(360)379.4450
SEPTIC PERMIT APPLiCATION
PROPERTY OWNER Robert Lee Whams
MAILING ADDRESS 380 Lamplighter Drive
Marco Island,FL 34145 ,
PHONE (360),14,4_-2058(Ron Gregory,bullderL
SYSTEM DESIGNER: Michael S.Delaney Designer Phone$1: { 800 ) 395-7296
LEGAL DESCRIPTION: Section 29 Township_,- 29 Range 1E PARCEL*97680009
Subdivision Name Oak Bay Waterfront Tracts(V.3 of Long Plats.P.28) Division Brock Lots; 26&27
Site address/Directions to site 170 N.By Way,Port Ludlew
SOURCE OF SEWAGE/USE TYPE OF WORK WATER SOURCE
Residential X New Tanks(s)only Private X
Residential ADU Modification.. ___
Commercial E Public
_.__. Expansion X
Community Upgrade
-�
Repair SITE SIZE 1,1 acres
SYSTEM TYPE Partial Repair•(tank) (drainfield) Previous Evaluation
Conventional Designate Reserve Area Yes#SEP75.004Q8
Altornative X _ Redesign No
SYSTEM DETAILS
Number of Gallons/day 360 Soil type 4 (attach Sot eval.) Application Rate 0.6
pP it/al./Wt./day
Drainfield Length N.A. ft. Trench/Bed Width N.A. ft. Trench/Bed Depth N.A. in,
Septic Tank size 1,000 gal. Pump Chamber size 1,000 gal.
TYPE OF SYSTEM Glendon$Igfilter M31...
By signing the application form,the applicant/owner attests that the information provided herein Is true and correct to the best of
their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner with respect to this
ape/nation packet may result In this permit being nut and void. I further agree to save, indemnify and hold harmless Jefferson
County against all liabilities,judgments,court costs,reasonable attorneys fees and expenses which may in any way accrue against
Jefferson County as a result of or in consequence of the granting of this permit I further agree to provide access and right of entry
to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required tater
inspections. Staffs access and right of entry wit be assumed unless the applicant informs the County in writing at the time of the
application that he or she requires prior notice. Inspections shall occur during regular business hours. initial here if you require
notification before entry , Appeal-A person aggrieved of a decision of the Health Officer may p Og Y
Appeals shall he submitted to the Health Division in writing within fifteen days after receiving written notice of trip decision.
DISCLAIMER-This application is for an on-site sewage system that meets the state and county
standards in effect on the date of application, This application for an onsite sewage system DOES
NOT assure you of any other County approvals. For example, it DOES NOT GUARANTEE that
you will later obtain permission to build a permanent residence or other structure on this parcel. Any
future application will be separately judged by the rules and laws in effect at that time.
Po bat 1.WilUaw
` _ _9 /
Property Owner Signature Da
FOR OFFICE USE ONLY
PARTIAL ASBUILT FINAL
APPROVED
1 INSP/PUMP TEST_.._ PUD
�( ALL HOLD�eREQ.MET
Deis Fell _ -W ROC#1� k,2 Check Cese#SEP
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4,%,„:17. :� tit JEFFERSON COUNTY \t4 13- I I g
DEPARTMENT OF COMMUNITY DEVELOPMENT
621 Sheridan Street i Port Townsend,WA 983681 Wee wyny.00 {ierson.#a usfcor ninon t aiorelo€�ment
ktsrr' °c Tel.360.379.4450 j Fax 360.379.4451 I Email.dcdt3co.€elierson.wa.us
Building Permits&Inspections/Development Consistency Review/Long Range Planning?Watershed Stewardship Resource Center
Master Permit Application MBA:
Project D'scnption(include separate sheets as necessary):
Tax Parcel Number €J'76.go 3 Property Size: 1.09 / t/14/ - °� ,slsquare feet)
Site Address andlor Directions to Property. 1
l7e) &/ / L-di1E' ,J �r e/4 4/
. :•
Property Owners)of Record: (A-WI/icr,I7 r7/t1Zi'ra(rI .4 r. .iir'il4.4 Z- i i' w 4'
Telephone: 4.t;t1f 34_T! ?5 3, Fax ✓ email:L�
Mailing Address: /Ji ra,/lydr' ,eqe ' t�crc P_ ce,_e e_ , _, - :etrr'y,C i e,r.+l/t4 ,77 36 tr\W.
ApplicantiAgent(if different from owner)): ern,,749, 1 eff r,�/
Telephone: 3Grf5 •4t15<-..;. 402.5- � Fax ✓ / email: /_ ' € eat/
Mailing Address:
What kind of Permit?(Check each box that applies 0i Lot or Road Segregation
f?Buildirtg 0 Critical Areas Stewardship Plan
C Demolition Permit U Variance(Minor.Major or Reasonable Economic Use)
C Single Family 0 Garage Attached t Detadted 0 Conditional Use(C(a),co),or CI"
U Manufactured Home 0 Modular - r « . Cr or Unnamed Use Classification
U Commercial` ( sserrtiai Public Facilities —
D Change of Use n r- `%� : - Adjustment )
D Address O Road •i• , - I Short • h
0 Home Business a Cottage . .try OBindl t . an
OS one r1) AUG 2 1 tWPann:, -
C7 Sign ' Residential Development(Pt2RDYAmendmEnts"
Li Allowed'Yes'Use Consistency 7 Plat V; • -ration"'
awe
O��_�tonnwater Management 0 S -Cr Program ExemptioniPermit Revisions"
£VSite Plan Approval Advance Deta irnai. _ r .reGne.Ma ' ementSubstantialDevelopment"
G Temporary Use J{ ERSCN COI_., 9
't., - M. :gement Variance
C Wireless Telecommunication" DFPT OF COMMJNITY D7 .-?I . -,re PlaniUDClLand Use District Map Amendment
C Forest Practices AatRelease+of Six Moratorium
0 Jefferson County Shoreline Master Program Amendment
'May require a Pre-Application Conference 0 Tree Vegetation Request
"Requires a Pro•Apptication Conference
Please identify any other local,state or federal permits required for this proposal,if known:
DESIGNATION OF AGENT
I hereby designate
ire to act as my agent in matters relating to this appli 'on for permit(8).
Robert L Wi lianti 3
OWNER SIGNAWRE Date:
By signing this application form,the ownerfagent attests that the information provided herein,and in any attachments,is true and correct tt the best el
his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owneriagenl with respect to this application packet
may result in this permit being null and void.
I further agree to save,indemnify and hold harmless Jefferson County against all liabilities.judgments,court casts,reasonable attorneys tees and
expenses wthkth may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit.
I further agree to provide access and right of envy to Jefferson County and its employees,representatives or agents for the sole purpose of applration
review and any required later inspections. Staffs access and right of entry will be ed unless the applicant informs the County in writing at the
tine of the appileation that to or the wants prior notice. 11
Signature: Robert L Wr GanjZ G�" Oahe: /
The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or
endangered species and could lead to a potentral'take'of an endangered species as those terms are defined in the federal law known as the
'Endangered Species Act'or'ESA'Jefferson County makeS no assurances to the applicant that the actions that will be undertaken because this
permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on befraif of an endangered species regarding your
action(S)even it you are in compliance with the Jefferson County development code.The Applicant acknowledges that ee.she or it holds individual
and non-transferable respanshtirity for adhering to and mmpiying with the ESA.. The Applicant has read this dk.'- and « s and dates it below.
Signature: Robert L WifGanhr
Date._A 0...1
�A2 ikb 5-3 2 c") ii\-eco( Tb lq 24
t4-S Pik ( c(„e ,L. S : c-b6 S-
sz 60 H
----;
•(4 0'r ....'---.),'‘I- I I i FLRSON COUNTY
DEPARTMENT OF COMMUNrry DEVELOPMENT
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T, ?-::::',"9•1,15'.• ;-,ac 36::,379 44.7:.• Crr,a• ccdPc: efe'Son eia a
-
Master Permit Application MLA;
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5 That Jund of Perreft?(Check each bur that applies 7 Lot or Road Segregation
f-tit-iosig :-1 critical Areas Stewardship Plan
_. e•aufrboo Permit riance(Minor.Major or Reasonable Economic Use.
.:-Single Family -Garage Attached I Detached '._:. Conditional Use[COL co).or Ci-
- Nianufactured Horne 7 '' -. _ , ____ , -------........ .., . D'Or Unnamed Use ClasSrfication
- Curnmercrat'' - - ",t,i/.'.-tiorii.li Cfefi Ssential Public Facilities)**
, Cnanue st Llse i -1 • i
. ,.. . ,,,..r ., if? .., \ .4 iin Adjustment
- Arturo'
, ._ ______ .- - , ..- ...-rti ----""--r--:hurl Ol'at I
i .
r i-ine Business _ I.:. 1..,.. strr - Et s:,-:rag,c.i11 Ian-
_;P.udisr13
--gn _'r-`10-•,,Itjf,, Renfdnntaf 17if..s '.."
:awed'VW taSe .
t& Cr D-ry)rwr E-..ae",-.•1•.,,•;"...,:r,-'Rey1SIOnS'..
i'r':,Apr...J'AE:•,•-•:•• :7,1..-•••rrr•a."1:."C" ,ii . ,isrrf eureliter - nem Subetantiat Laseelopment
Li-
, Ma lit Variennvy
--'-"•-•,/..•0-PrITS7lp'''',,,,r•...•,)'...s.,••••,,;'••.-'1•••.: .•',',.•pAinreedicnei••
•-•'lersu••Wulay Ohureinte Master Program Amendment
May require a PM-44p0Cati0/1 COniCIMI7Ve 7 Tree Vegetation Request
Requinis a PrII-Applicatron Conference
Please ify any other local,state or federal permits required for this proposal,If known:
- , DESIGNATION OF AGENT - _
,(2.,../ : i i .:1-,7402 ,____ to act as my agent in matters retating to this apphc-then t n
or permits
Date LC::/3 .
. __ _____.
F-. L-,'2 -rt.'the 000004ibon form tie ownerragent attests WI the informobon provide°mean.end in any attachments is ewe and...km ect to tha
''' he.-L''fts‘rKh'Icslae Any matestai 101a0b000 or any omission Cl a matentri loo merle by the owneriagent mak reopecl 10'Ms,rxi,eal,c,
1,,',. ...AA:tr.INS point being noll aro vovi
f'nfffser egret'1,)gage.'‘VJVMMY and reia hann105-5 Jeflersot'Count',aga'ftsf all sarAfihns Alden-lents,court costs.reasonabas attorneys tees ail: I
).atts,,,etel May In any -ay accrue against Jefferson County as a result of or in consequence of the granting ol this permit
ttel rgree 10 V0000 0M0$0 are agal Cl envy:to Jefferson County and es employees.representatives or agents for the sole of...noose of appstsv...:
neysew and any required later inspect,vons Staffs access and note of entry will e aSSUMed unWs the applicant informs the County II exiting at in.
-'17."PPI I ■Waiatf0 .2A0-4,- Date.22/k
-
,.,....1.-,sm a<trons Aostireire wet undertake a,a result et the, 11.R.71,i)of Wm.,:ry.,T,,,,may no.a.aa.aely,rap.aci upon one or more tr„.„„a„,„4 or
•. ..... , ,.,- .1 "•.4. . 0; ...4".0 j.., '1■,.., .,..... ., .... .,,....:, 3', ,.,..'yin are defined in Lhe federal Ea*Isnce.n as in,
'-,.- . 1_- _r_-","soli t.....a..say mews no assucaiaes to tne applicant trial tat actOrts that will be undertaken because eks
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CASES, FINDING, CONDITIONS, PERMISSIONS FOR
Parcel 976800013
Printed: September 19, 2013
Cases Name Review Type Status Planner
PRJ13-00235 MLA13-00118 OKANOGAN HOLDINGS LTD P
Application Received: 9/19/2013 Permit Issued/Case closed: Case Finaled:
SPAAD for property
No findings, conditions, or permissions found.
SEP13-00099 MLA13-00118 OKANOGAN HOLDINGS LTD I P
Application Received: 8/28/2013 Permit Issued/Case closed: Case Finaled:
Oak Bay Waterfront I racts Lots 26 &27
No findings, conditions, or permissions found.
ZON13-00038 MLA13-00118 OKANOGAN HOLDINGS LTD P
Application Received: 8/30/2013 Permit Issued/Case closed: Case Finaled:
SPAAD for property
No findings, conditions, or permissions found.
SOM75-00408 OKANOGAN HOLDINGS LTD N
Application Received: Permit Issued/Case closed: Case Finaled:
No findings, conditions, or permissions found.
SEP75-00408 WILLIAMS N
Application Received: 4/16/1975 Permit Issued/Case closed: 4/16/1975 Case Finaled:
No findings, conditions, or permissions found.
XM P91-00022 WILLIAMS A
Application Received: 3/6/1991 Permit Issued/Case closed: 3/11/1991 Case Finaled:
PROPOSAL:To replace beach stairs and landing that were demolished by the elements.
No findings, conditions, or permissions found.
11 tidemark\data\forms\R_MLT_Parcel_Cond.rpt 9/19/2013 Page 1 of 1
(� 0.1._a juk u� Aek7i eta ( �:' ,, ���P
Jefferson County Department of Community Developm
621 Sheridan St, Port Townsend WA 98368, (360) 379-44
APPLICATION FOR LLLLVIIII
DETERMINATION OF ADEQUATE POTABLE WATER SUP AUG 2 ?0
Resolution#99-90 requires buil ing permit applicants to provide evidence of an aoequa e po a7.:. 1 : . . r.
Name QicIOq�/7 O% 2 S h r Phone - D ' 0i_+t4071r9p PMENT
Mailing JC/Se/ el,/ge/ .66'0
Address id 3/ fie, l p/ &f ke S i/N/7 ,
Zip Code 7E M Du-
Parcel �����1 //' /6/5
ID# q76 Poo/3 Subdiv. Oak i/ el ; .
t//e,7Ctr pZ .9ol7Block Lot(s)
Site / // `
Address 170 3,7-y 6.--dne- - Porz hla//2) 4'P Zip Code
Type of Structure _}/;)q/e ClI/llr�1 War/6 ree,
Check all that apply Note: Special conditions may apply within Seawater Intrusion Protection Zones. (SIPZ)
Alternative system (provide justification and design per Jefferson County Environmental Health policy 97-01)
Valid Water Right Permit(generally applies to springs, attach copy)
Approved Public Water (Submit the attached Water Availability Notification form completed by your water purveyor
/ stating the system is capable of and will supply water.)
r Individual Well--attach copy of:
1) Well logs (If no well log report is on file, a 1 hr stabilization test may be substituted)
2) Lab analysis for water quality parameters tested within 3 years of application:
-Total coliform
-Nitrate-N
-Chloride
3) Plot plan showing location of well with distances from proposed sewage system, buildings, driveways and
surrounding properties.
Two-party Well—items above AND recorded Operation &Maintenance agreement and recorded Easement.
By signing the application form,the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any
material falsehood or any omission of a material fact made by the applicant/owner with respect to this application packet may result in this permit being
null and void.
I further agree to save, indemnify and hold harmless Jefferson County against all liabilities,judgments, court costs, reasonable attorney's fees and
expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit.
I further agree to provide access and right of entry to Jefferson County and its employees, representatives or agents for the purpose of application
review and any required later inspections. Access and right of entry to the applicant's property or structure shall be requested and shall occur during
regular business hours.
Signature : v•^ • Date
44/ l ,v N T191 642 K
FOR OFFICE USE ONLY -C77�1� W"t , ,.iY7
1) Water Right Permit# °/11
2) Public Water Supply WS ID#
In Compliance Yes No
3) Individual Well
Driller Name Date Drilled
Depth Production
Meets Water Quality Standards Yes No WRIA 17
SIPZ Yes Circle: Coastal Moderate High No Subbasin
Based upon information provided by the applicant, it appears that the potable water supply:
meets conditionally meets does not meet
the conditions of RCW 19.27.097 and the Guidelines for Determining Wafer Availability for New Buildings.
Application Reviewed by Date
Date Fee Receipt# Check# Case#BLD
Jefferson County Permit Center. 621 Sheridan St, Port Townsend WA 98368
WATER AVAILABILITY NOTIFICATION
PUBLIC WATER SYSTEM
TO: Jefferson County Environmental Health Department
FROM: (Water System Name)
System Operator
State ID Number
Total connections for which system is approved
Number of service connections existing (in use)
Number of service connections committed
Date and results of most recent water bacteriological analysis
The water system is
capable of and will supply potable water to the following location:
Assessors Parcel ID#
Legal Description
Site Address
Operator Signature
Date
EXPIRATION DATE OF THIS SERVICE COMMITMENT
H:homelpincntr\infahhhlpubwater 8195
AUG302013
_ i1__J
"e r+viA5LE WATER SUPPLY ;r :-JEFFERSON COtiNTY
DEPT.OF COMMUNITY DEVELOPMENT
;..paca iS 1C nrOvide evir nCC�t nn?dofttiR!n-: . . ,.--
ystem Gund:rigs
�7 Qif „ 7p
c;:re Date DnEed
)n
;c PIR 17
does not meet r'
r C/
rags e l
uat Cl
1 1
Page of(
BAYVIEW PUMPS, INC.
P.O. Box 370 Port Hadlock,WA 98339 • 360.379.8000
Date
-I3 PUMP TEST
Client 1,0 ((t&4'1 C/t 4ccn (gin-
Site Address r3ca1 on-cj
Notes Ili).€41. 1",i5, Pi CO 9115
hrohz 5rclos 0.1. 39'7", Ll 76,1; aI- �'r I" 5rc,.fie (eve! 4'r"
TIME WATER LEVEL GALLONS PUMPED FLOW-RATE NOTe8
INTERVAL-TOTAL GPM
I;lavwl' `0.q '
P.2.0 45;2. -5— -S.A 5-,'2
I:23 ti7,3 IS,la -.2o,2
;ZS -t (U,`I - 31,2
1;34 52.s dG, - 717
1 36 53. 1
11,0 94,1 41 Io— )3o Ltitc. Fc,_
51.4 - ISt{ 12-
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1:5-0 74.z ro a f,;,(5c,
I :52 3a,z :2 q- .27y t?unnw w{atce
,5c 70.a i3,I- zql,I .i. 7.
i:59 6q, - 313,4
or ‘q, 5� - 31oi4
a 05 (,g.g X9.3- 348.E
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1, _
r
Ti• 2627fi Twelve Trees Lane,Suite C
PDUlsb7WA9R37O
.�aTwcrricwc,ttac. (3614 770-5141 - I
COLIFORM BACTERIA ANALYSIS
DakSamoteCollected • Tine lm4
Ce
`7 /I / 13 2 .20 °"' 37p.444.
TAN of Water System(check only one boa}
O Group A 0Ceaseu .);(Oagr
• Gump A and Grotto B Syr dome+Pmdtlehmd Wel&Faailtlea(mend),(WFB:
' System Neere'. {}Co g qs
Contact Pemun: st.wen'
UsY Ph":/jGq 941 S-000 al Phono:l
Eve.Phone/( I FAX%O 771 /67S.-0
Send (
maaaA1V ie '
alk)e 910
f•?i' /auee W.e • 98357
• SAMPLE INFORMATION �-
SrmkcolkctdbyGomre): fPBk� Jt/�'11�
Spool¢bceban when sample meant' .Spiel inrutdlane orcmmnlnte
Type el Sample 11111[51 duck only one Nuptial pra9n as aete0 below)
I.J Routine Drbibubon Semple .2.Repeal a. .(dec,rn bfmmeY.muanel•
ChMtaled:Ye_No 0 DwOiaalbn System •
• Chblule Reedull/Tn1Y_Frei •0 Some 1n ndn0ter Rule(GM
7.RairWa•ar Seawerryda
(Population d t,artE wits)
0Ema._OWReseuym* Uneaada'iorymeteg lab numhar
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ooer • - Uneolialadmy roufrenlectdek:
I S I
mle*SIM RVal4wwru,lwbn NA Chbnnated:Yai_Na_•
.Chiming Nodded ToNI_Fraa,
4X-Sample Golkc4d to lnlornraon Only
Neater:INN Construction/MPYr Print Residence_Orr_
LAB USE ONLY DRINKING WATER RESULTS LAB USE ONLY
CLUIppabafeci ry Tot!Caeoi, Praeenl and: "r$latirhdob.
❑E.maWment E.ea&sent ✓� •
O Feted mibnnfneaeN O Food maim aNent f
. iR•phcrrrnt amend Required: . • •
O Semple too OW NO No a) QTNTC 0
❑!mow C«daner ❑TuWN alum l
Bacterial Dmlay Results Flat Court fid.•Cwt /10010. I ,
Told Cmiann /IOpd. Fecal Coedne /1 WNW.
Meted Code: INN and Tare neufrea:
Neck 2730 •
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‘A' 1W.E TOPOGRAPHIC MAP REVISIONS:
rn
::I TRACTS 26 AND 27 DATE MARK NOTE
VANJ DRAFT
AL ER SURVEYING PLAT OF OAK BAY WATERFRONT TRACTS _
$ CUE NT: ROBERT L. WILLIAMS
P.O. BOX 757 • CARLSBORG, WA.• 98324 LA FALLUE, RUE DE LA POUCLEE
----%. P.O. MARTIN, JERSEY, CHANNEL ISLAND JE3 6DU
PHONE: (360) 683-3438 • FAX (360) 683-3241
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nom: TOPOGRAPHIC MAP RE VISIONS:
rn
V p p p p /�/� SURVEYING TRACTS 26 AND 27 a/,z%ia MARK NOTE DRAFT
PVA A/L/LE�-a PLAT OF OAK BAY WATERFRONT TRACTS
$ __ — . CUE NT: ROBERT L. WILLIAMS .
P.O. BOX 757 • CARLSBORG, WA.. 98324 LA FALLUE, RUE DE LA POUCLEE
----.\ P.O. MARTIN, JERSEY, CHANNEL ISLAND JE3 6DU
PHONE: (360) 683-3438 . FAX: (360) 683-3241
FROM :BRYVIEW PUMPS INC FAX NO. :360 379 8000 Sep. 10 2013 12:00PM P1
TWISS ANALYTICAL LABORATORIES,INC.
26274 Twelve Trees Lane.Suite C Poulsbo,WA 98370 Telephone(360)779-5141 FAX(340)779-5150
bOC-SHORT
IOC-SHORT by Various EPA Approved Methods
Source/Point of Entry-Report of Analysis
Da'
ate Collected: 7/17/2013 Group; Private S E P 1 0 2013
System ID No' Private System Name: ACO 545
Lab-Sample#; 01093502 County; Jefferson
Sample Location: Well DOH Source No:
Sample Purpose: 0 Data Received: 7/18/2013
Sample Composition: Sr Date Analyzed: 7/18/2013
Send Report To: Bayview Pumps,lee, Date Reported: 7/19/2013
PO Box 370 Sample Type: Pre-treatment/Raw
Port Hadlock,WA 98339
Collected By: Rayview Pump
Phone Number: 360-379-8000
Bill To: Bayview Pumps,Inc. . ....._ .. . . . ... .
1'O Box 370
Port Hadluck,WA 98339
......_--7-1 fi )--
DOH# Analyte Results Units SRL Trigger MCL* MCL
-. Exceeded I Method
(Analyst Init.)
20 _Nitrate-N .c( m
l'T 21 0.1) p11__I 0.5 ., 5 .1. . EPA3oo.p(KW)
I Chloride 8.21 _ mail..,j 20 1 250. I -. EPA 300.0( _ _ ..
),
SRL: (State Reporting Ixvel indicates the minimum repotting level regeinxl by the Washington Department of Health(DOH). ' KW�
Trigger Level; DOH Drinking Watee response level. Systems with compounds detected at enneentcanons in excess of this level arc required to take additional samples.Contact your
respond DOH office for further intbrmanon.
MCI.; (Maximum Contaminant Level).lithe contaminant amount exceeds the MCL,im ceeingely contact your regional DOH office.
NA; (Not Analysed),in the results column indicates this compound was not included in the Clasen analysis.
ND; (Not Detected),in the maths column indicates Ibis evmpound was analysed and not detected at a Level greater than of equal to the SRI.
<(O.OWry indicates the compound was not detected in the sample at or above thn cnn.eetratwn indicated.
W The 0.010 mgll,MCL tar Arsenic is for Group A NTNC micros. All ether systems should check with their county Health Districn ue determine what level to applicable.
133935
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C11 73
s , UDC CONSISTENCY REVIEW Project Planner:
Master#M LA13-00118 Review Type Project Description
PRJ13-00235 SPAAD for property
SEP13-00099 I Oak Bay Waterfront Tracts Lots 26&27
ZON13-00038 SPAAD for property
Primary: OKANOGAN HOLDINGS LTD Site Address:
CIO ROBERT LEE WILLIAMS 170 N BAY WAY
380 LAMPLIGHTER DRIVE PORT LUDLOW WA, 98365
MARCO ISLAND FL 341454542
Project Location:
Parcel Number: 976800013 S-T-R: 29-29N-01E Total Acreage 1
Legal Description OAK BAY WATERFRONT TRACTS LOTS 26&27 Land Use: 1100
Flood District: Fire District: 3 Planning Area: 7
Flood Map (FIRM)Panel No: chool D 49 Zoning: ,
COMP PLAN
DESIGNATION:
COMMUNITY PLAN: UGA: UGA Trans
[ tef Plot plan states "property line"
[ PI" Assessor's Map(Property lines o 1 ubmitted plot plan must match the property lines as identified on the Assessor's 1/4 map)
[ v]� Legal Access to Property 40 NO .
[ fir Parcel Tags or Scanned Documents YES NO C 6 1,,,,
[ 1/1 ESA's: Special Reports Nearby YES NO
[ yr Designated Ag YES •
[ 1"1 Shoreline Designation: NO Cps e41v'■,
[fi]' Shoreline Slope Stability: YES NO
Stream Type:YES NO
Fish&Wildlife:YES NO
Wetlands: YES NO
Rare Plants:YES NO
Seismic: YES NO
Landslide: YES No) t1 S cJi, s_:
Flood: YES NO
Erosion: YES NO
Aquifer Recharge Area:YES NO
SIPZ: none At Risk High Risk Coastal
CMZ: none High Risk Moderate RiskD cted CMZ
Stormwater site plan s • n itted: YesNo
[ 14' Forest Lands: YES NO
Adjoining Forest Lands: Commercial/ Rural/ Inholding
[vi- Mineral Lands: YES 0
[ Pr Agricultural Lands: YES t10
[ C( Archaeology: YES 0
[ ] Stormwater: New Impervious Surface 6/ A Land Disturbing Activity ESA's
Stormwater Req's:Min Req#2 Min Req#1 thru#5 Min Req#1 thru#10 Engineering
[ Vf Notice Provisions/Disclosure:Airport YES CIO MRL YES NO Forest Lands YES NO
[ Landscaping Required: Yes og
[t/] Parking Spaces Re red NO CD Other
vY Building Height: 5' UBC Stan _ , 4 - 4-VtiP''''SciAe'gpflir/St
VI erih`
[ tr-- Impervio+s Surface coverage percentage:
Resource Lands&Public: 10% Rural Residential. 5% Rural Industrial: Per UDC Sec 6.7
/ Rural Commercial: 60% Area of Building Coverage:60%in Rural Industrial Lands only
[ vi Total Building(s) Size:
RVC: 20,000 SF CC:5,000 SF NC: 7,500 SF GC: 10 000 SF All others:subject to septic&water constraints/None specified
, t-f-- Setbacks: Setback:� Left Side: 6 Ri t Side: Rear: *��
Shoreline Setback: � C✓
LSHA Setback:
[ ✓] Road Classificatio .
Road Approach: XISTING REQ'D RAP
[ V SEPA Required: YES EXEMPT
[ 14 Flood Certificate:
[VI Existing Case(s) &Condition(s):
Violations: Yes No
[ VI Recorded Date of Subdivision: AFN Over 5yrs=UDC
Plat Conditions: <5yrs=Plat•tions on plat or I 'name
[ V Lots/Require Declaration of Restrictive Covenant�� submitted: NO 033
[ pr UGANo Protest Agreem•• YES 0 submitted: YES NO
[LA Site Visit conducted NO l 4 l 3
[ Vr Require Final Zoning Ap 8 oval YES NO 1 l
[ vi ADMIN: Setbacks entered in Permit Plan case _NIA S
New Parcel Tags entered in 'ermit Plan 4 i
Special Reports Scanned diA *OP
Title Notes Updated
Parcel tags found for parcel 976800013 -
1.) WSRC,Coaching - 4 6/24/13
SMP
Parcel tags found for parcel 976800013
2.) WSRC Coaching - 2013-07-31, CZ 9/4/13
Other
Parcel tags found for parcel 976800013
3.) WSRC Coaching - 2013-07-31, CZ 9/4/13
SMP
Parcel tags found for parcel 976800013
4.) WSRC Coaching - 2013-07-29, CZ 9/4/13
Other
Parcel tags found for parcel 976800013
5.) WSRC Coaching - 2013-07-29, CZ 9/4/13
SMP
Parcel tags found for parcel 976800013
6.) WSRC Coaching - 2013-07-29, CZ 9/4/13
CAO
Parcel tags found for parcel 976800013
7.) WSRC Coaching - 6/24/13
SMP
Parcel tags found for parcel 976800013
8.) WSRC Coaching - 2013-07-31, CZ 9/4/13
Other
Parcel tags found for parcel 976800013
9.) WSRC Coaching - 2013-07-31, CZ 9/4/13
SMP
Parcel tags found for parcel 976800013
10.) WSRC Coaching - 2013-07-29, CZ 9/4/13
Other
Parcel tags found for parcel 976800013
11.) WSRC Coaching - 2013-07-29, CZ 9/4/13
SMP
Parcel tags found for parcel 976800013
12.) WSRC Coaching - 2013-07-29, CZ 9/4/13
CAO
Parcel tags found for parcel 976800013
13.) WSRC Coaching - 6/24/13
SMP
Parcel tags found for parcel 976800013
14.) WSRC Coaching - 2013-07-31, CZ 9/4/13
Other
Parcel tags found for parcel 976800013
15.) WSRC Coaching - 2013-07-31, CZ 9/4/13
SMP
Parcel tags found for parcel 976800013
16.) WSRC Coaching - 2013-07-29, CZ 9/4/13
Other
Parcel tags found for parcel 976800013
17.) WSRC Coaching - 2013-07-29, CZ 9/4/13
SMP
Parcel tags found for parcel 976800013
18.) WSRC Coaching - 2013-07-29, CZ 9/4/13
CAO
Asspciated CASES status issued finaled description
976800013
MLA13-00118
7'RJ13-00235 P SPAAD for property
SEP13-00099 P Oak Bay Waterfront Tracts Lots 26&27
ZON13-00038 P SPAAD for property
SOM75-00408 N
SEP75-00408 N 4/16/1975
XMP91-00022 A 3/11/1991 PROPOSAL:To replace beach stairs and landing that were
demolished by the elements.