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HomeMy WebLinkAboutZON2013-00053 Up Front Parcel Review 6- \5 15 Parcel 902133011 Printed: March 31, 2014 JEFFREY A HEISTAND Site Address: KARI C HEISTAND 5831 OLD GARDINER RD 5831 OLD GARDINER RD PORT TOWNSEND, WA 983E PORT TOWNSEND WA, 98368 Parcel Number: 902133011 S-T-R: 13-29N-02W Total Acreagc Legal Description OLSEN SHORT PLAT#2 LOT 2&RR 1 Land Use: 1100 Flood District: Fire District: 5 Planning Area: 5 Flood Map(FIRM)Panel No: School District 50 Zoning: COMP PLAN DESIGNATION: COMMUNITY PLAN: UGA: UGA Trans [ ] Plot plan states "property line" [ ] Assessor's Map (Property lines on submitted plot plan must match the pnperty lines as identified on theAssessor's 1/4 map) [ ] Legal Access to Property YES NO _ [ ] Parcel Tags or Scanned Documents YES NO [ ] ESA's: Special Reports Nearby YES NO [ ] Designated Ag YES NO �(Y [ ] Shoreline Designation: YES NO \ALS15°` A [ ] Shoreline Slope Stability: YES NO Jj Stream Type:YES NO FWHCA: YES NO Wetlands: YES NO � c7 _ Rare Plants:YES NO X Seismic: YES NO g(D \.&/Landslide: YES NO \_Flood: YES NO �v Erosion: YES NO Aquifer Recharge Area:YES NO SIPZ: none At Risk High Risk Coastal CMZ: none High Risk Moderate.RiskDisconnected CMZ Stormwater site plan submitted: YesNo [ ] Forest Lands: YES NO Adjoining Forest Lands: Commercial/ Rural/ Inholding [ ] Mineral Lands: YES NO [ ] Agricultural Lands: YES NO [ ] Archaeology: YES NO [ ] No Shooting Zone: YES NO [ ] Stormwater: New Impervious Surface Land Disturbing Activity ESA's Stormwater Req's:Min Req#2 Min Req#1 thru#5 Min Req#1 thru#10 Engineering [ ] Notice Provisions/Disclosure:Airport YES NO MRL YES NO Forest Lands YES NO [ ] Landscaping Required: Yes No [ ] Parking Spaces Required NO 2 Other F 1 Building Height: 35' UBC Standard [ ] Impervious Surface coverage percentage: Resource Lands&Public: 10% Rural Residential: 25% Rural Industrial: Per UDC Sec 6.7 Rural Commercial: 60% Area of Building Coverage:60%in Rural Industrial Lands only [ ] 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 [ ] Setbacks: Front: Left Side: Right Side: Rear: Shoreline Setback: LSHA Setback: [ ] Road Classification: Road Approach: EXISTING NOT REQ'D RAP [ ] SEPA Required: YES EXEMPT [ ] Flood Certificate: [ ] Existing Case(s) &Condition(s): Violations: Yes No [ ] Recorded Date of Subdivision: AFN Over 5yrs=UDC Plat Conditions: <5yrs=Plat Conditions on plat or Old Ordinance [ ] Lots/Require Declaration of Restrictive Covenant YES NO, submitted: YES NO [ ] UGA No Protest Agreement YES NO, submitted: YES NO [ ] Site Visit conducted YES NO [ ] Require Final Zoning Approval YES NO [ ] ADMIN: Setbacks entered in Permit Plan case N/A YES New Parcel Tags entered in Permit Plan N/A YES Special Reports Scanned N/A YES Title Notes Updated Parcel tags found for parcel 902133011 1.) WSRC Coaching - 08/16/2013 SMP Parcel tags found for parcel 902133011 2.) WSRC Coaching - 08/16/2013 CAO Parcel tags found for parcel 902133011 3.) WSRC Coaching - 08/19/2013 CAO Parcel tags found for parcel 902133011 4.) WSRC Coaching - CUA 08/22/2013 Other Parcel tags found for parcel 902133011 5.) WSRC Coaching - 2012-07-19, CZ 08/26/2013 Other Parcel tags found for parcel 902133011 6.) WSRC Coaching - 2011-07-19, SG 08/28/2013 Other Cases Associated with APN 902133011 Cases Name Review Tvoe Status Planner BLD13-00338 HEISTAND F Application Received: 10/24/2013 Permit Issued/Case closed: 10/24/2013 Case Finaled: 11/26/2013 INSTALL DUCTLESS HEAT PUMP SYSTEM BLD91-00265 OLSEN F Application Received: 5/6/1991 Permit Issued/Case closed: 5/6/1991 Case Finaled: storage shed COM97-00042 OLSEN F Application Received: 9/9/1997 Permit Issued/Case closed: Case Finaled: 12/2/1998 Structure has been connected to residence. \\tidemark\data\forms\R_Parcel_CRMLA.rpt 3/31/2014 Page 2 of 3 PRE01-00014 GARBRICK M K RUSSELL Application Received: 2/27/2001 Permit Issued/Case closed: 5/16/2001 Case Finaled: Construct a new concrete bulkhead landward of the existing bulkhead. After the new concrete bulkhead is complete, the existing timber bulkhead would be removed. M LA01-00259 SDP01-00019 MLA01-00259 GARBRICK I F J PETERS Application Received: 5/16/2001 Permit Issued/Case closed: 8/17/2001 Case Finaled: SHORELINE PERMI IEXEMP I ION to replace failing, creosote-coated timber bulkhead with concrete bulkhead landward. The Washington Department of Fish and Wildlife will require Hydraulic Project Approval for this project. This approval notice is to be considered a concurrent Determination of Non-Significance under the State Environemental Policy Act. M LA02-00236 SDP02-00023 MLA02-00236 GARBRICK I F K RUSSELL Application Received: 4/30/2002 Permit Issued/Case closed: 4/30/2002 Case Finaled: SHORELINE PERMI IEXEMP I ION to replace failing, creosote-coated timber bulkhead with concrete bulkhead landward. The Washington Department of Fish and Wildlife will require Hydraulic Project Approval for this project. This approval notice is to be considered a concurrent Determination of Non-Significance under the State Environemental Policy Act. M LA13-00155, ZON13=00053 MLA13-00155 HEISTAND P Application Received: 12/10/2013 Permit Issued/Case closed: Case Finaled: SPAAD SEP14-00034 HEISTAND P Application Received: 3/20/2014 Permit Issued/Case closed: Case Finaled: SEP87-231 SEP87-00231 GARBRICK F Application Received: 9/21/1987 Permit Issued/Case closed: Case Finaled: 4/19/1999 SOM87-00231 GARBRICK VIO Application Received: 4/19/1999 Permit Issued/Case closed: 8/21/2013 Case Finaled: \\tidemark\data\forms\R_Parcel_CRMLA.rpt 3/31/2014 Page 3 of 3 I Aka, i t,/ ., 0 Q A `.73 '''1 � WESTECH COMPANY ~1` ( Environmental Consulting -Site Permitting 1 ' MITIGATION AND HABITAT MANAGEMENT PLAN 5831 OLD GARDINER ROAD 1 ASSESSOR'S PARCEL # 902133011 JEFFERSON COUNTY, WASHINGTON I .-0, py 1 ol fa r 417 V • -.c.- – - -,—,:--,_... -::.„-:_- -...:-.z.,---, -. . . . -....'-,_ _ • t `` e. a •• a. December 2013 I IECIEOVE I G. Bradford Shea, Ph.D. 1 DEC 1 7 2013 L _s I Submitted to: JEFFERSON COUNTY JEFFERSON COUNTY P5PT.OF COMMUNITY DEVELOPMENT I DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street Port Townsend, Washington 98368 ISubmitted by: I WESTECH COMPANY P.O. Box 2876 Port Angeles, Washington 98362 I P.O. Box 2876- Port Angeles,Washington 98362-Telephone: (360) 565-1333 Iemail: brad @westechcompany.com I I IMITIGATION AND HABITAT MANAGEMENT PLAN 5831 OLD GARDINER ROAD IASSESSOR'S PARCEL # 902133011 IJEFFERSON COUNTY, WASHINGTON I I December 2013 I I IG. Bradford Shea, Ph.D. Copyright 2013 by G. Bradford Shea, Westech Company—All Rights Reserved I I Submitted to: JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT I 621 Sheridan Street Port Townsend, Washington 98368 ISubmitted by: I WESTECH COMPANY P.O. Box 2876 Port Angeles, Washington 98362 I I I CONTENTS ICHAPTER/SECTION PAGE NO. 1.0 INTRODUCTION 1 r2.0 APPROACH AND METHODS 7 2.1 Approach 7 I2.2 Methods 7 3.0 MITIGATION PLAN 8 I 3.1 Regulatory Setting 8 3.2 Existing Conditions 10 3.3 Project Impacts 14 I 3.4 Plan Components 15 3.5 Detailed Mitigation Measures 16 3.6 Implementation and Timing 16 I 3.7 Mitigation Monitoring 17 3.8 Contingency Plan 18 I4.0 PLANTING PLAN 19 5.0 CONCLUSIONS AND RECOMMENDATIONS 23 5.1 Conclusions 23 6.2 Recommendations 23 1 6.0 REFERENCES 25 TABLES ITable 1. List of Native Plants for Buffer Mitigation and Enhancement 21 FIGURES I Figure 1. Location Map 2 Figure 2. Vicinity Map 3 Figure 3. Parcel Map 4 I Figure 4. 2011 Aerial Photograph 5 Figure 5. Site Map with Topography 11 Figure 6. Site Development Plan 13 IFigure 7 Site Map with Planting Areas A, B & C 20 APPENDICES IAppendix A— Site Photographs A-1 Appendix B — Detailed Site Plan B-1 I IVWV1295OIdGardinerRd)HMP.TOC/121013/mas i ' 1.0 INTRODUCTION ' The Property (Site) is located at 5831 Old Gardiner Road, in Jefferson County Washington. The Property is owned by Jeffrey A. and Kari C. Heistand of that address. It is recorded as Assessor's Parcel #' 902133011. The Heistand family ' also owns the adjacent parcel to the south, APN # 902133008. The Site lies within Jefferson County, Washington in the Southeast Quarter of Section 13 of Township 29 North, Range 2 West, W.M. (Figures 1, 2, 3, and 4). The Site is located approximately 11.0 miles south of Port Townsend on the southwestern shore of Discovery Bay in unincorporated Jefferson County, Washington. The main parcel of the property is the northern parcel (#011) which is approximately 395 feet long by 237 feet wide or 2.15 acres. The southern parcel ' (#008) is 415 feet long by 250 feet wide or 2.38 acres. All planned building (residence expansion and proposed garage) will occur on the northern parcel as will the new drainfield, however, the reserve drainfield is designated on the southern parcel. Both parcels abut a vertical concrete seawall-bulkhead with a cobble-sand beach to the southeast. The bulkhead is only 3-4 feet above the Ordinary High Water Mark ' (OHWM). The parcels together are approximately 4.53 acres in size. Both parcels are split by Old Gardiner Road. An existing driveway provides vehicular access to the property. The property currently contains a two story house with a 30 x 35 foot footprint (1,050 square feet) with front and back decks as well as an Accessory Dwelling Unit (ADU) with a 15 x 25 foot footprint (375 square feet). The owners have requested to increase the residence size footprint by roughly 900 square feet ' expanding to the northeast, parallel to the shoreline (see Appendix A for site photographs). This expansion will lie mostly on an existing concrete patio area. The landowners also wish to add a two car garage on part of the existing gravel ' driveway, above the existing wood stairs from the residence. 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 (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 OHWM and a five foot building setback from the buffer. ' It is the intention of the owner to add to the current residence on-site with a new structure with an expanded footprint to the north and east at a distance of about 32 feet from the OHWM, but parallel with the front of the house. A garage will be ' placed approximately 106 feet from OHWM. The owner also intends to place a new septic system with a drainfield landward of the house (see Appendix B). Both the drainfield and reserve drainfield will be outside of the 150 foot buffer zone. WW12950IdGardinerRdHMP/121013/mas 1 ,, 1 }" , , • a. i ,e r cn I f r iS! I `A►t� C s *.....„-.4.•Ar , I , , a. Jo ....- / i'—' s. �s4. ,yam 1,„. . 0. . ,,., --- \ ,Ifitirl ''' ." Jo ll` \k_x, �" a \i fa .. I I .. ai I- p.4.1 A« , S 7 1 I el t i fi /f r s Y K,h, ,, ,.....„.4# ...-..,:,,. 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U `G `G W W Because the proposed home addition and garage construction, the project will disturb surface soils and some existing vegetation and slightly increase impervious surfaces on the Site. The Property owners have contracted with Westech Company (Westech) to satisfy the County's requirements in regards to Critical Areas. This Report constitutes a Habitat Management Plan (HMP) 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 and will ensure "No Net Ecological Loss of Shoreline Functions" (RCW36.70A.480). This document is intended to satisfy the requirements of pertinent Jefferson County and State ordinances. i 1 1 1 1 1 1 1 1 1 WW1295OIdGardinerRdHMP/121013/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 Plan prepared by Creative Design Solutions was also reviewed and utilized to define proposed planting areas (see Section 3.3 and Appendix B). Westech Company's (Westech) field investigations for the Habitat Management Plan (HMP) were carried out in November 2013 by Dr. G. Bradford Shea, Principal ' Ecologist. 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 was ' identified. 2.2 METHODS Westech's field reconnaissance involved examining the existing conditions found at the Site. This included reviewing the area proposed for development in relation to the natural features found on-site. Botanical studies were conducted involving identification of plant species that could be 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 plants in 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 HMP has been formulated to assure "no net ecological loss" and to "maintain or enhance the existing functions and values of the associated watershed" (JCC 18.22.480; RCW36.70A.480). Chapters 3.0 and 4.0 describe the goals and objectives of this HMP as well as the performance standards that will be utilized to assess the effectiveness of this plan. This Plan is intended to restore and enhance tthe integrity of the Site by improving the quality of habitat and erosion control though planting of additional native vegetation at the Site. WWI 2950IdGardinerRdHMP/121013/mas 7 1 3.0 MITIGATION PLAN 3.1 REGULATORY SETTING • ' There are several jurisdictional issues related to the development of this parcel of land. The Site is a low bank site with gradual uphill topography to an elevation of ' 71 feet above mean sea level (msl). There is a concrete wall which forms a "top of bank" at just 5-6 feet above the beach. The area in front of the home is relatively flat for a distance of 30 feet from the Ordinary High Water Mark, which ' corresponds to the Mean Higher High Water (MHHW) mark due to the concrete wall. The proposed residence addition is located approximately 32 feet from MHHW. 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 shoreline 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. These 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." ' The permitted activities in these 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 the Conservancy 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 is "30 feet" or one foot per 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 exceed 100 feet. The elevation of the bank at this property is approximately 5-6 feet and is a man-made wall, not a steep bluff (JCC 18.25.410). The property grades upward to a maximum height of about 70 ' WWI 2950IdGardinerRdHMP/121013/mas 8 feet at the northern property line. The underlying soils are considered stable in p p Y Y g terms of shoreline stability. ' This shoreline has been designated "critical habitat" for threatened salmonid species, specifically the Puget Sound Chinook and Hood Canal Summer Chum. 111 This listing comes from the National Marine Fisheries Service (NMFS) pursuant to the Endangered Species Act (ESA). The Growth Management Act (RCW36.70A.480) 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" (18.22.200). Jefferson County requires a buffer of 150 feet from the Ordinary High Water Mark (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 t 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 in line with or behind previously constructed features, an HMP is required to mitigate ' and offset any adverse ecological effects. This document is also the best way to meet the intent of RCW36.70A.480 which provides for Jefferson County to make a determination of "No net loss of ecological functions" with or without mitigation, for renovation of existing shoreline structures. This document includes a "No Net Loss" ecological evaluation, proposed Mitigation Measures to offset impacts and a Habitat Management Plan to assure long-term health and ecological Iproductivity. These documents (HMPs) must include maps showing the proposed ' development Site and its relationship to surrounding topographic 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 VWV1295OIdGardinerRdHMP/121013/mas 9 wildlife habitat. The report must describe how any adverse impacts resulting from p Y p 9 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 (18.22.440). 3.2 EXISTING CONDITIONS The Site is located roughly one mile north of the commercial area of Discovery ry Bay, about 11 miles south of Port Townsend. The (northern) parcel is approximately 395 feet long by 237 feet wide, however, about 70 feet of the length extends into Discovery Bay and another 113 feet is north of Old Gardiner Road, leaving about ' 212 feet between the seawall and the road. The entire northern parcel is approximately 2.15 acres in size. An existing driveway provides vehicular access to the property. ' Figure 5 shows topographic features on the Site. The parcel abuts a sand beach to the east and rises to 70 feet above msl at its western edge (above Old Gardiner ' Road). The property is separated from adjacent areas by Old Gardiner Road and then U.S. Highway 101 to the west, after which the terrain continues to grade upward. The property can be divided between a residential area surrounded by lawn, and a partially disturbed upland area consisting of lowland forest. The beach was observed on November 18 at about 9:30 AM. The tide at this time ' was nearly high. The beach consists of sand in the upper intertidal zone and a mix of sand and cobble in the middle intertidal zone. A variety of shellfish including butter clam (Saxidomus giganteus), cockles (Clinocardium nuttallii), oyster shells ' (Crassostrea gigas) and pacific littleneck clams (Protothaca staminea) were observed on or adjacent to the property, indicating that the adjacent shoreline provides habitat for these species. No kelp beds or algae beds were observed, ' though the lower intertidal zone was not visible due the high tide. The beach ends abruptly and changes to upland, caused by the presence of a 5-6 foot high seawall, roughly a foot in thickness which extends the length of the parcel. The land above the seawall has been planted in mixed grasses. 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). WWI 295OIdGardinerRdHMP/121013/mas 10 I M CI M N \ a.) - . C N od O VJ L l .4 4 M II , ,t \ . 'y A• CL el S+ Cl) oN 0 I } 0 0 Q i .', a y 1 ' AA`` y W L e it \ \ `, t q e N. er- ':: N \ . 8 0. g r Raw N• 5 Np� O I ., 's\ 1/ .M1 A ' The upland area is characterized by low grasses (lawn area), however a few native trees, mainly Douglas fir (Pseudotsuga menziesii) and western red cedar (Thuja plicate) are present. Other, non-native species include ivy and Himalayan ' blackberry which are present in the area near the stairs in back of the residence. The upper portion of the site includes native trees including Douglas fir, western red cedar and alder (Alnus rubra). The groundcover in the upland area is dominated by ' salal, honeysuckle and bracken fern and sword fern. The Natural Resource Conservation Service (NRCS) has mapped two dominant soils on and in the immediate vicinity of the Site (NRCS 2013). 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: • Coastal Beaches. This soil is usually very well drained (sand, gravel ' and cobble) and has a depth to water table of about 0 - 72 inches. It has a high frequency of flooding. It consists of sands and gravels to a depth of 72 inches. These soils are subject to influence of tides and ' storm waves (although the seawall precludes this most of the time). • Hoypus gravelly loamy sand, 15 - 30 percent slopes (HuD). This soil formed on terraces and originated from glacial outwash near steep ravines and drainageways. It is somewhat excessively well drained and has a depth to a restrictive layer of 80 inches or more as is the ' depth to water table. Runoff is medium and the hazard of water erosion is slight. This soil has no frequency of ponding of flooding. It consists of gravelly loamy sand to 60 inches depth. The Site has coastal beach soils at the eastern edge, with most of the Site underlain by Hoypus soils. These soils tend to be dominant along this area of ' Discovery Bay. Figure 6 shows the present level of development on the Site and planned ' modifications. A gravel driveway provides access to the Site from Old Gardiner Road. Two separate structures are presently located on the Site. A house with an 8-10 foot wide deck approximately 30 by 35 feet in size (footprint of about 1,050 ' square feet) is located about 30 feet from the MHHW mark. A set of wooden Stairs extends from behind the house, up to the driveway, which also accesses an Accessory Dwelling Unit (ADU) which has a footprint of about 15' x 28' or 420 square feet. There is also a small shed behind the house. 1 ' WW129501dGardinerRdHMP/121013/mas 12 I M CO S „.„,...,m N N I Ili i co O -441/ - —.._ ..,\_,....--- '\ ----- 6 :iwi Oil! U t o\\ \ V (‘ 11 I Re r \ / LI >t. 1 to w. ItTS .n_°° """wM., _- stag 1 r---, % g y v ow 7111 till 0 o \ -01 A. ,,'I twit "iii tt ' lit I 1 1 ; cu t„ 1 mss• tit 11 N A N/1, z1E _..+Y�"'" TM - 1l.. Ca. III t. . I * - r 1 % ,._,t 1 ill 11/4 Nht co ‘t° ...,4461x...\--- 4 : _r4r ill .., - __- i 1 1 3\\\)\\\\I C Ili -.4\ , I ..\,.....___ 81:.--1 ......- 11*-**- Sc\. ,,poor t.,.... "%t "%4 I \ \I — 0:4 I , , , / jpr� fin' h .. �. tly. o _ I" - o I ICI 1 ' 3.3 PROJECT IMPACTS The landowner's plan for this Property entails the expansion of the house to the ' side by approximately 900 square feet, the installation of a two-car garage on the upper level of the driveway behind the house, as well as the placement of a new septic system within the upland forest, but outside of the buffer zone. An additional ' area of reserve drainfield would be planned on the adjacent parcel (#008). The primary impacts associated with these projects are those generally associated with construction. Figure 6 is a map of 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: ' • An existing concrete seawall, about six feet in height. • A 10 foot wide deck on the front (east) side of the residence. ' • The existing house including front and rear decks. The proposed expansion will be built on the footprint of a concrete area northeast of ' the home (to the side), and will not extend further waterward than the front of the house. • An Accessory dwelling unit is located northeast of the main residence. • A set of stairs behind the house accesses the main driveway. ' • A garage is also planned for construction as shown in Figure 6. • An existing 12 foot by 15 foot shed is located about 20 feet to the southwest of the main residence. This shed appears to be used for general storage. The new septic system will utilize the existing septic tank and pump chamber located behind (on the north side) of the house, and a new drainfield will replace the existing drainfield. The drainfields will be outside of the buffer zone. ' 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 these structures and drainfield area will be cleared. This may 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 (mostly lawn area and ' WW12950IdGardinerRdHMP/121013/mas 14 ' an existing concrete pad). Additional earth moving and grading 9 9 g 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 near the structures. More may ' be removed in order to expand the house, construct the garage and replace the drainfield (although most of the drainfield work will take place outside of the buffer zone), including the movement of construction vehicles on the Site. ' • Because the residence is being expanded onto an existing concrete pad, this part of the project will not significantly increase the impervious surface on the Site. The overall footprint is expected to increase by about 900-1,000 square feet. The garage will expand impervious surface on the site by 600-800 square feet depending on design of that structure. • The removal of 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 lack of this vegetation in the buffer zone could reduce habitat for these ese 9 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. ' 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 toward the adjacent shoreline. This will be accomplished through project timing and emplacement of control measures during construction. A silt fence will be placed on the eastern edge of the construction area, adjacent to the ' construction envelope and between the construction and the shoreline. ' • Native vegetation will be planted to mitigate disturbance to existing plants in the buffer zone. ' • No nutrients, pesticides or other contaminants will be used within 100 feet of the shoreline. VWV12950IdGardinerRdHMP/121013/mas 15 1 it 1 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 beach. This ' should be kept in place. Straw bales, jute netting or other appropriate material should be kept on-Site and used to stabilize any open areas following grading. • 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 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. • 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 buffers at this site and the limited filtering capacity of 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. ' V VV12950IdGardinerRdHMP/121013/mas 16 t 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 and that success of the plantings be maintained above a performance standard of 90 percent as described • in Section 3.7. ' 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 (about 30 feet from OHWM to the house) 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. The literature also indicates that plantings can increase the effectiveness of the buffer zone, or decrease the size needed to filter contaminants. ' Because buffer zones serve several 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 during construction. Any evidence of erosion or sedimentation ' leaving the construction area (particularly during or after storm events) 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, wattles, or temporary ' berms. 1 WW1295OIdGardinerRdHMP/121013/mas 17 1 Monitoring the success of new native plants (as per the Planting Plan described in Section 4.0) should be carried out and enforced by the county according to the following schedule and performance standards: • Following construction, the areas shown in the Planting Plan (Section 4.0) should be replanted. ' • The coverage 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. • The homeowners should have a monitoring report prepared by a qualified professional at the end of the first growing season. 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 t 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. I ' 3.8 CONTINGENCY PLAN A Contingency Plan should be followed if Mitigation Measures appear to be failing. 9 Y 9 pp g 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, 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. r r t ' WWI 295OIdGardinerRdHMP/121013/mas 18 4.0 PLANTING PLAN A Planting Plan as diagrammed in Figure 7 will be implemented to mitigate for the 9 9 9 p 9 disturbance of native vegetation in the buffer areas. A list of native plants that will ' be used for mitigation and restoration can be found in Table 1. 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. Most of the area immediately adjacent to the location of the proposed residence expansion, shed, deck and stairs is grassy lawn. The three areas designated for additional plantings include: • Planting Area A is a 20 foot by 80 foot area adjacent to and landward of the existing concrete bulkhead and the beach. The area is presently covered by low-cut mixed grasses and forbs (lawn). This ' area should be planted with the mix of shrubs and ground cover found in Table 1. Plants may be clustered so as to leave pathways to the seawall. • Planting Area B is an approximately a 20 foot by 40 foot hillside area that will be planted around and behind the present location of the shed and stairs. This area is presently vegetated by non-native, invasive species (ivy and Himalayan blackberry). These invasive plants should be removed to the extent possible and new plants ' planted to allow covering this area with a mix of selected low shrubs and groundcover (Table 1). These plants should be planted thickly in an effort to crowd out the invasives. ' • Planting area C will be a 30 foot by 40 foot area between the main house and the ADU. This area will include planting of trees, shrubs and groundcover to enhance the buffer zone. 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. Soils on the Site are mostly gravelly loams and loamy sands which are generally Y Y 9 Y ' 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. ' WW1295OIdGardinerRdHMP/121013/mas 19 I I / + M M L....._,a!___....8 adlo !;°.i CD CD 1 h I _ i57olT I ---- c O I 'V V��, iIJi Lou •oy'�1 I 1 I 1 \ N / .,,) 1 Irz I A/i c ,,._: I 8:4 ,:s p,L"'` W I RS r 011 f.1-) 1 % i / ' ' 1 ,� 'g� r , � r 1 ,y '^s r t g / y�r <�r. t., t A.g. , N i / 1% 1 0 , CO 1,,,,, ! a 1 ta�q II g/ ` I Vf >. 06 I , , 2 k i r , P \ , \ g_o If.t / ii zg 14. \ 1 e en r 3 1 Q CD $ i\ i ,.i n ^ RI T. !! g : o _.1130 J �I on)� r��1 RS I r I I b _ I W(v\ .a)I I I.? ►' o4u/II \ W I I /I 1Y!I Id CO l r u CO t_o i1 ` - I Z Q a,4 61', �;1 a .. r.I1 111111111113 A �� /� °s� t�11 CD 1/11111/ stQW ` �+ \ i xnu avw awmv j _1 IN M JO� �� r I , kir h . n.'�o 8z g, 1, i _J _ i_ --: �__I '_( VIRLY�Y� I Nj.'�s ,01 L K a Q _ Q 1 i--._,,- i. 1 c 1 it til / 1 7-/- ''\\ ‘1\ \� i I R ■ ii I X Ping I ITABLE 1. LIST OF NATIVE PLANTS FOR BUFFER MITIGATION AND ENHANCEMENT I Location S•ecies Scientific Name Number Size A Beach sand-s•ur Spe•ularia macrotheca 20 1 •allon Coastal strawber Fra•aria chiloensis 25 4" •of IA A Yellow sand-verbena Abronia latifolia 20 1 •allon A Yerba buena Sature'a douglasii 20 1 •allon B Salal Gaultheria shallon 20 1 •allon B Kinnikinni Arctostaph los uva-ursi 40 1 •allon I B Common 'uni a er Juniperus communis 15 1 •allon B Vine Ma••le Acer circinatum 15 1 •allon B Red Elderber Sambucus racemosa L 10 1 •allon IB Oceans•ra Holodiscus discolor 10 1 •allon C Western red cedar Thu'a plicata 5 5 •allon IC Deer fern Blechnum spicant 20 1 •allon C Indian ••lum Oemleria cerasiformis 2 1 •allon C Oceans•ra Holodiscus discolor 3 1 •allon C Ore•on •ra•e Mahonia nervosa 10 1 •allon C Seeedwell Veronica sere Ilifolia 20 1 •allon 111 C Sword fern Pol stichum munitum 10 1 •allon I I I I I I I IWW1295OIdGardinerRdHMP/121013/mas 21 I The species size and number of plants that will be used to revegetate these areas t is shown in Table 1. Plants will be placed in a semi-random fashion within the areas indicated in Figure 7. Large trees, where recommended should be placed on 10- foot centers. Small trees will be placed on eight-foot centers (oceanspray and I I Indian plum) and shrubs will be planted on six-foot centers or less. Staggering of plants, 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. 1 1 1 1 1 I WW12950IdGardinerRdHMP/121013/mas 22 5.0 CONCLUSIONS AND RECOMMENDATIONS 5.1 CONCLUSIONS ' The property presently contains an existing home and deck, stairs leading from the yard to the lower driveway area, an Accessory Dwelling Unit, and an existing shed. ' The residence will be expanded by constructing a 900 square foot addition on the footprint of an existing patio adjacent to the side of the existing residence (but not closer to the water than the present front of the house). A two car garage will be ' built behind the residence. The property owner also intends to place a new septic system on the property and remove the current septic system. 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 and the septic system work will take place outside of the buffer zone. ' 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 include a silt fence and other standard measures and will be used during construction to minimize sheet and rill erosion. A Planting Plan ' (See Figure 7 and Table 1) will be implemented to provide additional vegetation adjacent to the shoreline, near the ADU and behind the existing house, including removal of a significant growth of invasive, non-native plants. This report and associated Habitat Management Plan meets the intent of RCW36.70A.480 ensuring "No Net Loss of Shoreline Ecological Function" due to the Mitigation proposed, and applicable Jefferson County Codes. 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 should be emplaced prior to construction and should be left in place Ithroughout construction. Additional 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 report and the Contingency Plan implemented in the event that plant survival in the revegetated areas falls below 90 percent. 1 WW1295OIdGardinerRdHMP/121013/mas 23 Property owners should refrain from the use of pesticides or additional nutrients on prtY p 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. 1 1 1 I 1 I I WW12950IdGardinerRdHMP/121013/mas 24 1 6.0 REFERENCES Creative Design Solutions. 2013. Unpublished Site Plan for 5831 Old Gardiner Road, Jefferson County, Washington. Port Angeles, Washington. 1 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. Port Townsend, Washington. ' Google Earth. 2013. Online mapping software. www.googleearth.com. Imagery date July 5, 2013. Europa Technologies. 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://websoilsurvey.nrcs.usda.gov/app/HomePage.htm Pojar, J. and A. MacKinnon. 1994 (reprinted 2004). Plants of the Pacific Northwest Coast. Lone Pine Publishing Company. Redmond, Washington. Revised Code of Washington. 2013. RCW36.70A.480. Shoreline of the State. http://apps/leg.wa.gov/rcw/default.aspix?cite=3670A.480. Taylor, R. 1995. Northwest Weeds. Mountain Press Publishing Company. Missoula Montana. ' Wegner, S. 1999. A Review of the Scientific Literature on Riparian Buffer Width, Extent and Vegetation. Athens, Georgia: Institute of Ecology, University of Georgia. 1 yWV12950IdGardinerRdHMP/121013/mas 25 1 1 1 1 1 1 1 1 1 APPENDICES 1 1 1 i 1 1 i 1 WWI 295OIdGardinerRdHMP/121013/mas 26 I I I I I APPENDIX A ISITE PHOTOGRAPHS I I 1 I I IWVV1295OIdGardinerRdHMP.APPA/121013/mas A-1 ii I I - I ,, I v wM .� �:,.e[� c ate, .� .� f ,j�� _ •'� $RY- y'♦ INs� � 1 ae 1Fe. F t. - >-- � iiii I , . . .. ,,,,, 9711, ,9, . ,,,,." A !ril 1 1 t fl.ft 11,,, .1 '.,, le • . ...N. . 1 1 - t -,,' :tr,.., ' ' t k t IA 4. 11 .44:4 1 I '• ' t ...6.1'1N; - . "-t.'..',1{'I''''' 1 4 ,, ,„ „ . , ; , ,,p ., , 7*,' ,', t'.' 1 4 ! I .-4--., '.A , 1 I, I , .44 ..: ,-.- se ,, ' F .' 4 .,",t-. 1 `f ; .;" , ' I _, .1 V ,.....„1.4.tc.er. ... 1 '- '.I '' ' I: ' V; ---7.-.-. ,. ..,..,‘ ...-. , f ,....•,v 4, .4, ,., ! , If ,, _ . , -., • ._ ,N ../. ••• . • . , ,- , • , . , . . . ,,,,,?..,.-144 , ,-,•"°:..” - I '...it- •„.. ,.„..."1- ,- - , ...,. .'Ate ...z.-t.,k1,,,,,:-..„.i't‘, ' , i: :..-..";01c':.4, ,, ""•,,,,., i I t , ).\.- ''''''# "IP•:',,, : e$, -*Zi' .r'F.".. . .' '. ...' 4').''''''A.A4.4 '' *.-.. .0* . 411.. - ''''...! ' s • .• . ' •, TV,,, '''' ' .., ,' • , ,. I ■ ,■ .1 ..., I ,. . ... ,.' , • ,,, .,,,•* ., ' '. ,z ., '' ,.., .', ;s:44,X7k.'411t1.:'f;',4r1,. '',I.714'4i I . ' ' '1; 1' '''' ' '' ft, -744.4...I'''''.r.e.' ;14;$4":;-*;N‘'‘Z.tt■PJ''''' ' 4 -'44 1 i-''''''.--t':"7 ,.• ''' 404 ' 6:a6:- .'ic4:7.72:'7%,;"'1":.:,': ''.4"',,,,-- 741.*7?;tx;t';';,'';:".:616"4/444.4.-- • ' ,'144D,A*AZ„.4. ' .*: 't„ trA44.4-tA4,,4744(71:":.(1.4,:r- I ,,k,„' '.."1 "'" Unit (ADU)• I. ' ellin Unt 3) North end of property and Accessory Dwelling . , 4Ilik. ; I ., I " 44.6' rw-4'''' - 4ffritir-16:**:i':;" .' -----• '6 _W.'''.4+4 e,he ") ,....4.,A•gtiO''',41.6.% .:7...OP - .._ I ,,.., i •-• N . I _ • 4air--- -- . . ,, ,,-, , 1 - ,„.4/(14. --- .- -t. - — — — — - —- I „ , • , .__ .,.. 'W.e=”' '-- ,: '''''A — -.,. _ 1 • _ .. A I .A",... : f:::3..',•,.*",7..7,'.Z'_V--'- .'.-•4..'-;..'i.-,`r;.i...t..,."',.':'.t"„i;..",.i^„5.„'i,.',„•-•,,',-3 v'.-0'.i-`,9.'',;-,,'-.-7-‘,4,'`.,.'.:..:',‘...•,',K4:"A.,,..-.4:.4,-',t,--',,.-,,-""A,',.1‘,1-''•'.!E:7-,---'-4',"..-i'-.,--.4,...,,-',X'‘'.,''._"•"-',,s'''•.,',.....--;...'?.,..:..,.--,.,,,',:,y-'.,t';,4.,,.''.:-.0.j-.•.,:'-"-*.A'.-.f.."4..i4,,1,,,;N.'f,:t.*-.t,■' ,1_-:,. ? 4',-‘k•"i P",4f4, t - - 4 I , `•'' ','.'•='.'-=`'.':,*.'''-''A'k,4',s4':.'#,•'•,0:l'...1.01-k., -:'4'1',•'A , ... 4) South end of property. 1 I VWV12950IdGardinerRdHMP.APPA/121013/mas A-3 1 I `te,. ', I , ^ ,f' - • .lt , v I r � ,. fir.. I ` J1 f: 5) Potential garage area (above stairs). I n ‘..'"V 'T� ita i '.-.(R , , -w , 4 €°n,f 9 !L dr. °+ lv '+� .+7 ` �,`st�',. J '44 -., ",, .1 a st `Zi1€*,X, � +` + R...ti sr A 1 z %t i t 9 a r" w Sri 4�r ! : to' a ,�k.'. ' ..tea:-. y 5 S M? '.•,-:-.' 't t auk A.a'h „ s i a , } r° v +� -w.,-(--.. ‘,.., If..4t AI,A.-11; ,-.,,,,-,,-,7,..-.r.,.,. - ,---„ „,„,,,.:,..,,,-...-..,-„ ,;1,, , w t- �` "t a w '' .rte� �1,+ ..,`. ,f7-,.-'*i.r,,.. --,t,'Y,r:.: .....,,,c-,:,,,e;-,.,r', -. '..- . -%--.--x'-':,-,--. - 1 p ifill 1 »': rte. I : , • � { • � ' �E 4/ .,,,,-..i.--,,...4.--` '`• of 2e "' <� •''i .. •"5 e , I6) Invasive plants to be removed and existing shed. IVWV1295OIdGardinerRdHMP.APPA/121013/mas A-4 1 1 1 ' APPENDIX B DETAILED SITE PLAN III , I I I II, WWI 295OIdGardinerRdHMP/121013/mas B-1 I co I r 1` .1 1 / � = . . --..• '\ y 76�it W\-\\ ` t 1 a 1 I b R :-',Igg it'-' Q 1 �J1 �� N uorxi w 4� : 5.1: N �vim, ti ,. ;ea I ?� ti iff ` zt. I y� ,,,t 1 1 1 1 421 '/ : . A)I 1 `, _..-----".ill ■ /1/' i f / i tli IN. -...\._____ ,. , , • , _ - ii - z I a "r W � :mil i ht I v1,1 % QI 1F i 4 1 t i• 1 g tit 1 1 _�_ \____ 1 _ _ x ` / ` rooms .1 Q fl \ i W Z I ( l nz� ci I W IA I .;,-; \ . \\........ .......„.„. (\lo ----) — ©a• 4d -----..... ......--- \ , I-�f�l ..............64444k::6.-"kt.„, ill ,,,,p, 4:ilt---',..:1,%/;:-."'-w'I'Cs j' -'''''". cill'il* .c)i I _:„. N gi x a, . - iil 115 1 0 IN JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT UNIFIED DEVELOPMENT CODE TYPE I LAND USE PERMIT APPLICANT: JEFFREY A HEISTAND KARI C HEISTAND 5831 OLD GARDINER RD PORT TOWNSEND WA 98368-9779 DATE ISSUED: October 16, 2014 DATE EXPIRES: October 16,2019 MLA NUMBER: MLA13-00155 PROJECT PLANNER: Donna Frostholm PROJECT DESCRIPTION: SPAAD SPAAD for single-family residential development PROJECT LOCATION: Parcel Number: 902 133 011 Site Address: 5831 Old Gardiner Rd Port Townsend S-T-R: 13 29N 2W CONDITIONS: 1.) Currently there is an installed septic vault tank serving an ADU on this property. No permits were approved creating two health department violations. One, the ADU exceeds the capacity of the permitted septic system and two, the vault was not permitted. Prior to health department approval of any future building permits on this property, the new septic system permitted under SEP14-00034 must be installed and finaled. This will resolve health violations on this property. 2.) The applicant shall apply for and obtain a building permit prior to beginning any work approved under this Site Plan Approval Advance Determination. 3.) The applicant shall apply for a shoreline exemption permit at the time of building application. 4.) The applicant shall demonstrate proof of potable water at the time of building application. 5.) The applicant shall submit a stormwater plan at the time of building application that meets the requirements of the Ecology Stormwater Management Manual for Western Washington. If the proposal cannot meet the prescriptive methods for addressing stormwater, an engineered plan shall be required (which may also trigger the need for a geotechnical report). 6.) To help prevent seawater from intruding landward into underground aquifers, all new development activity on Marrowstone Island, Indian Island and within 1/4 mile of any marine shoreline shall be required to infiltrate all stormwater runoff onsite. 7.) VOLUNTARY MEASURES OF COASTAL&AT RISK SIPZ: Water conservation measures: 1. Roof and other intercepted precipitation shall be routed to on-site detention ponds and/or other approved means and allowed to be released to the soil slowly. 2. Water collected from Storm water and roof catchments may be used for watering lawns and gardens. Unless catchment water has been treated to meet drinking water standards, there shall be no cross connections allowed between the potable supply and impounded water. 3. Water withdrawn from wells on each property shall not be used for watering of lawns and/or gardens. 4. Ground water withdrawn from each property shall be restricted to a rate of three(3) gallons per minute. 5. Installation of water conserving fixtures such as low flow toilets, faucets and shower restrictors and other water saving plumbing fixtures. 6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation). Please NOTE that the above listed measures are not intended to be exhaustive, but rather is intended to be illustrative of the types of water conservation measures. 8.) MANDATORY MEASURES FOR COASTAL SIPZ: 1. For proof of potable water on a building permit application, applicant must utilize DOH-approved public water system if available. 2. If public water is unavailable, a qualifying alternative system may be used as proof of potable water or an individual well may be used as proof of potable water subject to the following requirement: a. Chloride concentration of a laboratory-certified well water sample submitted with building permit application. 3. If public water is unavailable, a qualifying alternative system may be used as proof of potable water. 9.) The property owner shall comply with Water Conservation Measures(per list maintained by the UDC Administrator). 10.) A flow meter shall be installed prior to final sign off of the building permit. 11.) Critical Aquifer Recharge Areas may require special protection measures to mitigate water quality degradation. The submitted proposal does not require additional aquifer protection measures. However, during construction the project shall follow the Best Management Practices (BMPs) and facility design standards as identified and defined in the Stormwater Management Manual for the Puget Sound Basin. 12.) The applicant shall implement the Mitigation and Habitat Mangement Plan prepared by Westech Company (submitted December 17, 2013) except that plant survival shall be 90%for all five monitoring years. The applicant shall contact Jefferson County DCD to review the mitigation work prior to final inspection. Building final certificate of occupancy shall not be issued until DCD has reviewed and approved the mitigation work. 13.) The project shall adhere to the Best Management Practices (BMPs)to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 14.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 15.) 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. 16.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 17.) 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 Article VII, Chapter 18.40 JCC 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. 18.) The building height shall not exceed 35 feet. 19.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 20.) The setback from Old Gardiner Road is 20 feet, the setback from adjacent residential lots is 5 feet, and the setback from the shoreline is 30 feet from ordinary high water mark (OHWM). The approved site plan shows the building envelopes at least 30 feet from OHWM. 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 Site Plan Approval Advance Determination (SPAAD) is for proposed residential development on a parcel along Discovery Bay. This shoreline area is designated as conservancy. This permit vests the proposal to shoreline requirements in JCC 18.25, but is not a shoreline permit. The applicant is to apply for a shoreline exemption permit for single-family residential development at the time of building application. 3.) The application was reviewed by the Jefferson County Department of Community Development staff for the potential presence of Critical Areas under the provisions of the Unified Development Code (UDC). After an initial Geographic Information Systems mapping review, the following Critical Areas were confirmed to be present on the subject property: fish and wildlife habitat conservation areas (marine habitat for listed species); geologically hazardous areas(seismic hazards); aquifer recharge areas (susceptible); and seawater intrusion protection zones(coastal). 4.) A Special Report was submitted as part of this application to address development within a fish and wildlife habitat conservation area buffer. A report to address No Net Loss of shoreline functions was prepared by Westech Company (dated December 2013) and was submitted on December 17, 2013. The applicant is to implement the mitigation proposed in this report. A building final certificate of occupancy shall not be issued until DCD has reviewed and approved the mitigation work. 5.) Aquifer Recharge Areas in Jefferson County are characterized by porous geological formations that allow percolation of the surface water into the soils and the underlying zone of saturation. Aquifers are geologic formations that contain sufficient saturated permeable material to yield significant quantities of water to wells and springs. Aquifers serve as the source of drinking water within most of the rural portions of Jefferson County. 6.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 7.) Geologically Hazardous Areas in Jefferson County are characterized by slope, soil type, geologic material, and groundwater that may combine to create problems with slope stability, erosion, and water quality during and after construction or during natural events such as earthquakes or severe rainstorms. 8.) Marine shorelines and islands are susceptible to a condition that is known as seawater intrusion. Seawater intrusion is a condition in which the saltwater/freshwater interface in an aquifer moves inland so that wells drillec on upland areas cannot obtain freshwater suitable for public consumption without significant additional treatment and cost. Maintaining a stable balance in the saltwater/freshwater interface is primarily a function of the rate of aquifer recharge (primarily through rainfall) and the rate of groundwater withdrawals(primarily through wells). The Washington Department of Ecology is the agency with statutory authority to regulate groundwater withdrawal for individual wells in Jefferson County. New development, redevelopment, and land use activities on islands and in close proximity to marine shorelines in particular should be developed in such a manner to maximize aquifer recharge and maintain the saltwater/freshwater balance to the maximum extent possible by infiltrating stormwater runoff so that it recharges the aquifer. 9.) 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 61-02, 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. 10.) The Development Review Division finds that this proposal is consistent with JCC 18.25.090(5)of the Shoreline Master Program, 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. 11.) 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). 12.) The site plan, as submitted with the SPAAD application on August 20, 2014, 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 October 14, 2014 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 13.) This approval is for a SPAAD for future single-family residential development 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. 14.) The parcel has been designated as RR 1:5 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 15.) The property is located at 5831 Old Gardiner Road in Port Townsend. 16.) The proposal was reviewed against the site plan determination criteria in Article VII, Chapter 18.40 JCC. 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 is approximately 1.1 acres in size. The site plan, as submitted on December 9, 2013 and stamped on May 25, 2013, complies with Jefferson County Code Table 6-1: Density, Dimension and Open Space Standards. This application is for a Site Plan Approval Advance Determination to eventually construct a single-family residence. Jefferson County Department of Environmental Health reviewed the application and approved it based on the site plan received August 20, 2014. This SPAAD was not reviewed for fire flow due to the application, as proposed, currently is within the Moa-Tel water service area and the applicant submitted a Determination of Adequate Potable Water Supply(dated December 4, 2013). Jefferson County has no specific adopted fire flow requirements for permitting. Application of a Coordinated Water System Plan for 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. The applicant shall provide proof of potable water at the time of building application. This application does not vest the parcel for potable water. Access to this parcel is proved by Old Gardiner Road, which is a county road (C501409). The approved site plan has not been reviewed for stormwater requirements. JCC 18.30.060 and JCC 18.30.070 require the applicant to prepare a stormwater plan in compliance with the Washington Department of Ecology Stormwater Management Manual for Western Washington to control stormwater, erosion, and sediments during construction; address permanent measures to stabilize soil exposed during construction; and in the design and operation of stormwater and drainage control systems. At the time of building application, a stormwater plan in compliance with the Stormwater Management Manual for Western Washington shall be submitted. If the proposal cannot meet the prescriptive requirements of the Stormwater Manual, an engineered stormwater plan shall be required. 3. The probable significant adverse environmental impacts of the proposed site plan, together with any practical means of mitigating adverse impacts, have been considered such that the proposal will not have an unacceptable adverse effect upon the quality of the environment, in accordance with the State Environmental Policy Act(SEPA) implementing the provisions contained within Section 8 of this Code and Chapter 43.21 C RCW. Staff comment: Single family residences are EXEMPT from the State Environmental Policy Act(SEPA). WAC 197-11-800(1)(b)(i) identifies the construction of any residential structure of four(4) dwelling units. 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. 17.) 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. Portions of Jefferson County, including marine environments, 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. 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. 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I c, C CO y R g 1 Ina J Donna Frostholm From: Randy Marx Sent: Monday, October 13, 2014 2:36 PM To: Donna Frostholm Subject: SEP14-34 You have a note in the SEP case that you can't sign off the septic permit until I sign off the SPAAD,is this what you really mean? 1Zaxdff 7iliairx Always Working For a Safer& Healthier Jefferson County 360 385 9402 ><(((( > :. ill" ><( ((> ><(((( > ({ ><((((°> (( 0> ><{{{°> <»<> ><Mr> Septic Permits Online (Link) Environmental Health Web Site(Link) CONFIDENTIALITY NOTICE: This e-mail message, including any attachments, is for the sole use of the intended recipient(s) and may contain confidential and privileged information. Any unauthorized review, use, disclosure, or distribution is prohibited. If you are not the intended recipient, t,lease contact the sender uy reply e-mail and destroy ad copies of the original message PUBLIC RECORDS ACT NOTICE: Ali c-wail saint to this addre's bas been received by the Jefferson County w\-stain and is tlicratore uh;e, to the- Public Records,-pct,a state law foand at RLitV'42.56. Linder the Public Records law the t.i unti must release this cranial'anel its crurte`nts to any person who ask io obtain a copy (or for inspcclii ad of this e-mail unless it is excerpt trove ilis Insercfwider state lace,including Rd I1t 42.36. 1 r=*t D < c) .y _ y / ° 1t i n co N u .r^ tt � \ 1 '\ (,),.• g ' h „p ( t TM o 03 rs) figiiiitil t Si t , Y,'n ?,k . \ '1ig Ea 3 2 - t i } Yc \a N a -y N -C P A l t , t° S»1 ` -' '� . ✓ 0 10 O ... •� t� C. r' S Y .' z ;cam .+r -".” S1, ti D t x� ,r+ VR T" 7O C. �O ab2 r � leas \ ,:' rIll (4 P 0 .k vsa a.. k�f a aR,. 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P.O.Box 2787,PORT ANGELES,WASHINGTON 98362 ® Site/Soils Evaluations&Feasibility Reports •Sanitary Surveys Septic System Designs•Construction Inspections&Certifications (360)457-6353 (800)395-7296 FAX(360)457-6687 Email:mike @cds4you.com CDS TRANSMITTAL DATE: August 19, 2014 TO: Jefferson County DCD 621 Sheridan Street Port Townsend, WA 98368 ATTN: SUBJECT: Parcel Number 902133011, Revised SPAAD plans for Jeff Heistand (ZON13-00053) TRANSMITTING THE FOLLOWING: ► Revised SPAAD plans for Jeff Heistand signed August 17, 2014. rEnThN Li) , ; AUG ? 02'??4 For: - Pr of l c "Ir NOTES: The South edge of the Proposed Building Envelope East of the existing residence has been pulled back to 30 feet from the face of the existing concrete bulkhead. Also, the Proposed Building Envelope previously shown North of the existing residence has been moved to Northwest of the existing residence. Sent Via: U.S. Mail ¢S ON C O <v � K l C Date 8/19/14 Additional Information Routing Sheet 'sf1 uu,° REQUIRED-check at least one item in section#1 and#2 #1 This is being submitted for the following reason #2 Submitted for the following Application/s or Case #of Copies Redesign/Revision Septic Case(SEP) 3 Technical Assistance(1 copy) Building permit(BLD) 7* Record Drawing(1 copy) X Revised SPAAD 4* Monitoring Inspection Site Plan(1 copy) Subdivision(includes BLA) 7* Renewal Other-state case type 7* CAM Other(provide detail) *If Submittal is larger than 11"X 17"submit 4 copies of those sheets Requested by JC Staff Submitted by: Michael Deeney,Creative Design Solutions, Inc. Phone 800-395-7296 Check included? Regarding: Parcel Number 902133011 Address Case Number SEP 14-34 , Case Number BLD Other Case Number/s ZON13-53 Comment: The South edge of the Proposed Building Envelope East of the existing residence has been pulled back to 30 feet from the face of the existing concrete bulkhead. 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I fit -ca w q n 2 I 110�Z06 c ti <� o-..� �� n10 I _z z ry I _V gN _ ...... — i CA t _ .umummeressmommor OLSEN �� SHORT - � PLAT No. 2 S. P 2 88 of a portion of Gov't. Lots 2 a 3 section 13 , township 29 north, range 2 west ,w m.• k t,GAl, D68CR1r210H: Jefferson county, Washington. •L t 1 of the oleen Short Plat as recorded in Volume 1 of / chnrt Plats, page. 114-117, record• of Jefferson County, t w..hington. . CO. "fa AGMSSMGM" '/ p situate in Jet .reon County, Washington. ,°PQM/roo 09-2..17-..Z PLAT.D6 @CRIP'T QM. - ` • f� \14 That Portion of Government Lots 3 and 1 in Section 17, • v\••p'� CN G Township 31 North, Range 3 West, Willamette Meridian desert- t 10. e •(\ • bed a■ follovet P • 111 , 1v) (Note: Bearings and distances contained within this legal , description •re. computed from field ties to found property / ` corners and may differ from thou. bearings and distances on /' `O s_ \ , the herinabove referenced Short Plat). /X NOTE• TN/f <MCNT,CRSArgo N Commencing at the Northeasterly Corner of the Olsen Short '• . 40 _i' 7. Dr OtSIN 1 /g,AT w0+.011,4/N•Piet, es the ease is now recorded in Volume 1 of Short Plats, ' at page. 116-115, records of Jefferson County, Weshingtont a• ►J1 .l0 o .i owo4T PUT",1V. 4•/15 SWAZI. thence S. 61°-57'-60• W., along the Southerly Margin of Stab p ' 1• CIAfC TO 4'X/JT we* OTNL.t i Road 101, said line being also the Northwesterly Limits of 1.1 i said Short Plat, • distance of 137.76 feet to the.Northeas- �' ■ L AGCf1S63 ARC f. RLO AMPS/ v terly corner of said Lot 2 of said Olsen Short Plat/ thence ,6.►IOTRue.Pot►JT v'7 • , RAILROAD RANT• •WAY. r continuing S. 8i°-57,-60• W. along said Northwesterly 66f scogiNNW4t / ) iv .C, ,d••. , Limits, • distance of 237,36 feet to the Northwesterly Corner • // 0' 6 r ' f \ w. • A of said Lot 3; thence S. 10°-73'-57• a., along the $outhves- . O' ,.ti•e• tarty Limits of said Lot 3 of said Olsen Short Plat, a • R- \ 'i �� \ distance of 475.75 feet to the Government Meander Line; ,/ p••e - A�� 0`0. v thence N. •6s°-15'-00• S:, along seld'Oovernwent Meander Line, h I, a distance of 93.83 feet/ thence continuing along said °' te.F'$k `R *e • Government Meander Line, N. 766-17'-00• S., • distance of "fs �' t •.4'• I•o 90t4 .,4'...%0•$•� • 111.80 feet; thence continuing •long said Government Meander • I 4� b,ll I,• Q ,�+►� 00 SM.!, Line, S. 60°-65.-00• a., • distance of 30.40 feet to a point .- COP. s:•which bears S. 31°-18'-]3 S. from the T113ft�SR: 1, • •, ••1 a,• f'•d0' tai said point also being ma the Mortheasbrly mite of "c Re6f*• SLC.NOs'!r p • said Lot S of acid Oleos Short Plats thence P. 71°-18'-]7• O �/. e y r., along the said northeasterly Limits of said Lot 2 of the \ • �si't�_...<4.---- L,fMr A Olean Short Plot. • distance of 6fs.sl.feet to the Elva POINT �\ ►,1�' e.���" �,R• a lzo M TOGEDISR IIIt71 Tidelands of the Second Class abutting, '"- J 7 including that vacated portion of the Port Discovery Say \\ P• ik . : . • P Oyeter Reserve Plat number 707-81. . t se an"easement for the Chicago, St. Pwl-Mlnneapolls and RQ Aa6.�STm L� G' t M• �/� Off. Railroad right-of-way, if any. .04f,o4I4P'r•K O89 Z ' ,,,Apo ■ w vN. ■ Situate In Jettereon County, Washington. 6 lk Notice to Potential Petralbeeere �� /.47' e 1. Lots crested herein shall not be' further divided in any \ ~ / b !thin • period of Live (5) years without the filing of • \ ,p ,� final loop plat. \ ,/ /a' EA3CMCNT �' 11. 2. Walls shall not be located closer than 100 feet to any LEGEND �\ (fcs Noys) �✓ sewage disposal system or any area approved for • future sewage Off► disposal system, including reserve drainfi•Id . • 0•7•o'As'RCMR •ts - IS' to „ wore° I. �, 1. Potable water source is not suppplied to iota. a i • . A•FD. we• Ridb6R to NORTH 0, J.1.5%.,..` 'a) Vi'r 4. Contact Jefferson County Health Department regarding • coRN6R 41_ LOT.,OCsEN / regulations governing well and sewage disposal system setback sr o tr Pas r PI p1'i 01 sequlr•nents, --ow e)- 0 • 91' . 5. Approval of this subdivision does not constitute approval of . e• :*I S P Lit each lot for en-site sewage disposal.' Approval of •ach•.aite will • i• ar, r,/. .i4' De conditional upon building plot plans, contours and soils on k g r 0 earth lei. el s d. no access shall be permitted onto ■ighway 101. • APPROVALS P 1N, tbe'a;akere of this Short Plat by the creation of this 7. surface were: run-off directed onto the stab highway right- Approved this short Plat, M declare and of-we must not rff directed 9 Y 4 pp , day of 248/. ► 1!110. y an y amrDSP p pent run-off levels, reserve for'an and all saner• S. The Washington State De tad of of any Or all Leto /agreed g Department of Transportation will not Cha n, Hoard of Commissionaire' hereon Mse11r61t for /agrees, be responsible for seise alteration if the' property experiences tgresls, aooew 66e noeem 17h noise levels is excess of the maximum allowed for the proposed .}y,A Ave o� r• repairlse M;tae hors s. land use. C boa d C6mdi repair w depl/tM Maas:. DmCIJ1tATIG11 Approved this /543 day of no- , 1!II. Know 4111 persons by these present that I, the undersigned, owner vA41/14.11 is fee simple of the land herein described, declare this Short Director. Jefferson Co. Health'Dept. Plat o be created by ■ free will and consent. G!/ f, PxTi < . of ,00,101-1, /tee. � as, W. c .ssY4 Geant/ 3 A$30*• 11644G G •i O ate of hang on .DN County of .,a.l..•A.+ /►slant-, '. ImintR see. , e1' a Cou� u ic li�a De1p--1..-- -+ the thin day tsonellY appeared before nee Janes W. Olsen, known Approved this Zy duty of c 4 /9118. • to mw to he the individual Assist described ce- herein and Donna Sperm �� �./�J�I> + • Known to me to be Assistant Vice-President and Association !!arson County Planning Dept. Secretary of Aberdeen Federal Savings and Loan Association who Y 4 P. executed the within and foregoing declarations and who acknowledged to an that they signed and sealed the sane as their TIMASURSR•S CHRTIPICATI individual free and voluntary act and deed for the uses and I. Ile Mikkelson,Treasurtr of Jefferaos County, Washington he purposes mentioned therein and that each was vested with the Y gt hereby authority to do w. certify thalall real property taxes dno sad/or deposits requir d X to cover anticipated taxes on'the property embraced in this Short Given u r my hand and Official Seal thle ' of e.t9ei8. POlatt have Men paid up to•and including the year iZE'r . hill. •■■■1t t■a s6• ` `"� Notary Public In and for the stale of asAi �� Jsf •r s rear t dr.8u a: Residing at_ _.____�__-__"--_-_ a '!lsNvweVelet_ ` My Cosslssl°n ax iruu/ yy�, ++aar,:j IS 4e tU TM s a :'a. auditor's certificate's"' 3]$091: surveyor's certificate ,,S.C44, f D SI�P'v MO-WOOS filed for reoordthls_6 day of L .19eL; at I hereby certify that this short plot Is based upon •♦SS,�``'ti''► +t .Y Q� .m In boos_- of ��Rlaf-} of page, /ab survey, •that courses and distances ore shown - rr•t y, • ,• ' P ss cilatQs St the request of ALAN S CARMAN, that all required stakes and monumentation • r "bla ^ ( o the ground In compliance with Je terson Co t.. -.a C -) Ordinances. fl a 4s; •• *ate , MAY /1 mop JeffeR5ON county audtter �y �..y"► ►°r • or y i / a en 11. airmen, " ... � �o zz k z r0i rn a 1 N 4 o- I \ mz I \ x N Col C° \ � gN I k \ o� Me � ' � I 41-1, ....2s-- CI o ` nT......____ --�ti `'I I ' / I I to � oo a o k I i m I Z o n-/--- P i 1 � I / \I Im 1 I C I I-Co I 700' (-v._ 4. rTi i '),?-.< -o rin CO w o $2 i I i z� I ... 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C b I CT ■ o co a i \� V CO mom 7.:,1° ` + �, TS cyi v vaop■ ''2 m.cam co io _i n1 Z _ ) / ...... ...... , Lo 0 5 Z Z ' o c%a — uu _ - — mo 3O ry — co z ca r-yOo n v O N i 2 O O0 IO ZA E k) t 0 z -9, \r) Map Output Page 1 of 1 ArcIMS HTML Viewer Map _--- ~= 964505002 Y02133005 902133005 %q1 9&45dd0Q�` � t --j'''''� $fi+150°W94L l 96A54�A02 r , y. Cry 964505001 t. --'' 4_ t y, '+" 902133010 '` ' _ - _ _ 964545 Legend y selectee Features S ' t n 902133006 -' 1 I PAltbNBil 5 9021 .«•: Shoreline Desigati m tt :t /:400. , 902133011 9021 �• s ' 90213300$ X it timbal /4,0, Sublabim { pd 94213300$ N,duri !.1 tia,rar a,ay ▪ Oiawfaautsuabsb 902133009 iv am. / t/ i 902133009 i'r A / , ,,- .5 139s 9t0rodado,449samMxne c* Swoon MS 019 r1 i FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection.Wed Dec 18 10:11:32 2013 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=... 12/18/2013 Map Output Page 1 of 1 ArcIMS HTML Viewer Map ,,, -- 96401SO:0 '' 902133005 - - 4, s 113_ 902,33%9$ 984E+0.a00g t I?. 1. 32% _ 9412133001 9849)5dC11 i 90213304445 98450504 , - 90113010 '� `•,v f Si M1 964905943 3 r.-^ 5 54 994505003 "' 0}2133008 12130 ', 1 e - Selected FbaCfirr# 'S j'" A., JC Rtsatdt 902133008 902133008 -1 Parea4541 Di Wt FP Stream ss 902,3301, C1I ibi�Catl011 'S rv133009`'+ , r.-yeah Nabila/ 902133008 // N-Nam 4444 ,o, NP-Neofihttabilat"sirrwai 902133008 - A' Ns.Nawfiih Ita ihai Enwnti - /./ E it -Im Miid aheiubni 902133009 i / r 1 9021330449 l'' ■ A , I r t, 14 .",t my,aeoslid try 1eIsim Casty COWS saoois4C OIIOIIIIIIIIMIIIIINMIOIM 14011 FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection.Wed Dec 18 10:23:08 2013 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=... 12/18/2013 Map Output Page 1 of 1 ArcIMS HTML Viewer Map 402133005 - ' h 902133036 '%°'‘. t.. -6.40500i Ra �' s45as�o2 ; 'Y Ca ;-` 902133007 C) r. 964505001 Y 402133006 , C00 051X0 –i 1 902133010 ,' , t , Legend - 901133008 902133007 Y '•5 tlbibtEsd FbatUlbb t f `;'`- „ve JC_Rbads % 902133006 902133006 r-1 Partb14141 t r ONR Streams 402133011 Tyw• 902133009\ ," Typt5 / NvsssN__ 402133006 �y/ Typa4 I Type 3 902133008 Typal 'at {of T u1 I 9021339 �I t' 902133009 Jr L4 mea cdnd ty Jeonarscri O1i *95 a oss GC 1)memoommeem 140ft FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection.Wed Dec 18 10:23:57 2013 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=... 12/18/2013 Map Output Page 1 of 1 ArcIMS HTML Viewer Ma• 0 902133 ■ 1� NON 902113024 902133kk a „ :t ... ___ , , 64!050 e 90 en .111111111 �0 9 .‘ - \ 9021.3300 „„/ 0 .-',. *AM”! , 4 9021:13406 \ / / 914,605e03 ,.,_,,,„.--"' ' 4 . .. .,. ,„,,=-r "-402133014 t + MI Z---' aripl, 1 964 ..F"-'"��'" ( X13 4 - t 9$' �' ; ,''ry " Selected Features 8,r Jc_Raads �ti 902133008 4421'63406 Parcels-11 txr t Water Bodies 942133011 :u ■ 90213 ', . . N " 902133908 .- O Nom 902133 08 •.." f . r 9221 ,. 9(12133409 A kleos o•cndod by Jabtriar Cony Cenka6 80eviobs GS FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its orrectness or validity. Data contained in this map is limited by the method and accuracy of its collection.Wed Dec 18 10:24:14 2013 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=... 12/18/2013 Map Output Page 1 of 1 ArcIMS HTML Viewer Ma 002133005 ,-_---" '-_- - = r 902133005 i -'_ ...46��1 ,«'"s 964505001 0 6, t 11 ._- ,- 964505001.,E ,y`� �1- ` 902133007 :''a 964505004 5 9021 x3046 s 46+1 r y 555 1..N . ii t •,` 902933010 ." 5 �, w 5 ''� Lege nd 902133907 94213390$ ��- s9166tbd Features ..,--•" t aF° `5 JV_RVYd'e 4011$3008 902133446 ,,..µr l j ? PilCele I 't. 902133411 x'133009 i ' 402133008 , l F 902144):148 - .. 5 $42133004 902133004 ,r A .,, ,..., 5 c/ . Wes pea vded by decimal Cal*Caning Svnsxe C 0 R■WW9ff FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its •rrectness or validity. Data contained in this map is limited by the method and accuracy of its collection.Wed Dec 18 10:25:21 2013 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=... 12/18/2013 Map Output Page 1 of 1 ArcIMS HTML Viewer Ma• 9645 902133005 _r- ` r Ti: 1 1 tII 1 w r 41 4`t 902 1 3300 '� 96455001 t = JJJ 1 -5 _,-r 902133010 r^ AS - 1 96450SOQ3'. y'- r _ , Legend tlC3p8 ti 102133007 SelscE6daat uws ,` ` JC_Raede y 902133008 902133006 Parceled 45 a Seismic Hazard 902133011 Ti 3300P''t t1 902133008 Ti: 902133000 I i MipsoreadedbW Jeferson Carty ceasao roes Gt3 Odra 140h 1 FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its I orrectness or validity. Data contained in this map is limited by the method and accuracy of its collection.Wed Dec 18 10:25:43 2013 I http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=... 12/18/2013 Map Output Page 1 of 1 ArcIMS HTML Viewer Map 964509292 ,-- 902133035 ..,..„---y .....„:„. ..,-,-.-- .Lia.ON ,,- , ,--- --1, '--- "7 902133005 ..,.....„....-- ,..., .......-<-\ 964506001 0,.„,0645050)2 ....---- -' 964505001 - 4 ' \ --- .....,---"- 64505001 •/ • r ---- \ , 9f, _,,..---- ..-- • \ ' \ .---"` .-----^- \902133008 \ ,-/ -'\%. .----- ..„...."--- -/ 902133010 's....---- .....,„" \ \ ., , N. \ _,,,,--- ...-- -\ 964696003 \ - \\w4' °5c*33' --- 9°2133°38\\\......--'"----- 902133607 \ ', , c.:3 Selected Features .„--,' \ / . , ', ‘,..,-- -./ JC_Reade ,, I"' ea21331x6 \ ,,•,,„ - D parceltat 902133008 / .., ,../ . ,,-- Landslide Hazard / / ,, ,„. \ / ../ 902133011 oda 902133009 / / .,..- .11 / 902 i33008 r ", Moderaill / / 86919 / 902133093 ...,.--- ,i' / \ __------- i / r i / 902133009 / / / ) 902133009 i ..- A „) ,,,4.00,..1.1,.." 0,4„....c.ovco.r,s,....as 0 MINIMMIIIIIIIIMMIN 1,404. FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its i correctness or validity. Data contained in this map is limited by the method and accuracy of its collection.Wed Dec 18 10:25:59 2013 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=... 12/18/2013 Map Output Page 1 of 1 • ArcIMS HTML Viewer Ma• ,- geAsosew r- 902,33005 r 902131004 104' �t ��� 902,33607 ' bC� 984505001 •, 902133608 5 �y r���p y� •5 9621339,0 5 .•`5 •5 �. Legend 902133008 _ `i 902,33007 .5 t Selected Features /4/ \ 902,33008 962,3 P06 i Parcels#I FEMA HRIMM 15 9921330„ ,r'" 902,33009`55. .' ANI 962113008 III moo III t711wt / 902133008 __ r— .' , / 902133009 V / {' 902133009 Ff / WO gtwnled ty, m Cawtp Cenk#&rotls as FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its orrectness or validity. Data contained in this map is limited by the method and accuracy of its collection.Wed Dec 18 10:26:18 2013 I http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=... 12/18/2013 Map Output Page 1 of 1 ArcIMS HTML Viewer Map 90213300$ - �� ,- — ..;/9a�t1 - 1 90 y t �,96026002 =: 969506001 � - � h`'+, 9021331!07 ,/ ;-kb� �er015# 01 ,'�+ Lt3300B 9645454 3 1 - - 902t330t4 ,,5 r _ ��...- r h fs" 5 Lege nd 902133006 f.=' 902133007 Selected Features h 94213306 ` 1 Jp r_cRG.1sl6 Tl 90¢133006 ...�s Critical Agt6isr Recharge 902133011 ,.•' Areas 902134'' , _ SUEC+NINN 902133008 ■ 'f D S+f,RPA 3UEC ' suSc , 901133006 _ _ . _ ■ SA PA4UNN r 902133009 y 902138004 i f)f, 4 moo wards!by m Carty CaW Strom GS OMMINIIIIIIIIIIIMII 14811 FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its orrectness or validity. Data contained in this map is limited by the method and accuracy of its collection.Wed Dec 18 10:26:39 2013 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=... 12/18/2013 Map Output Page 1 of 1 ArcIMS HTML Viewer Map -- 902f33006 L 902133006 ■ ,' Paz' - 902133007 { 9&15tidSteOf r 902133008 9M6055003 902133010 5 ..r 94+1505003 __ _ ' _.._ 94421336@8 402f339Q� Le Ilia ''� Solectod Features � ` "Ai J Roads .4 r �s 902133008 902133004 11 Pateela#1 UYelle.rltxide '` 902133011 `.- . 109 et iws 902133008`1! * barmen 100a 200 ,1 9021333008 *. 200 at 04000 1 902133 ■ 902133009 V r 902133009 �' li , I flaps Gradedbf 4dIerstri CaIlyCapratSac sl S D MOMI10111011110011 we FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection.Wed Dec 18 10:26:58 2013 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=... 12/18/2013 Map Output Page 1 of 1 ArcIMS HTML Viewer Map 002,.Cat, 1p 964545tx)1 Qd 9645450'12 t l ?. 964✓J5U0tS� y , s. 9021 34V' pI0 f;,� 964605(x) ' -f+ 9O2 3: 4fr' ° � 5U'1343 3;, SwA5R54(td Legend fbC t33QQt '} _ ;. ??24 i+ 7 <. Selected Features v µ.- S' r„,..."-• ' a i .. . JV_ de {a s /r 902!33Sx)6 Pamela-it Shoreline Slone Stability >fie6ie yn 33{XU; El Maternediate l'' �G2,3?,Y.HI n Uwe '. r _ ■ Unstable Rebut L da ` 9U2'.430.* /'- Unstable Old anddide . Modified i( � i 1 i d /9QyirtS3CV9 902S3tQ(N . • /f Mass tacmded ny Abases Garrey Cann Samosa GO O ■ion FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection.Wed Dec 18 10:27:19 2013 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=... 12/18/2013 Map Output Page 1 of 1 ArcIMS HTML Viewer Map _ 2 902133005 =''- — ' ,e; r 0 r - 902133045 1 - r - 1 2 t i j.r' 964505401 $` s "' 902133407 964 1 .- 50540 4 902133006 964545003 , -\, 9Q2133010 `y ~_ 1 Y.- -``` .-4s. 964505�003 t ' w — 95000 3' e 6 Legend 962133004 4 _ r ' 902133907 Selected Features f ', ' ),- J Roads N.y`'y 902133006 942133006 `y - f 1 ParcelsJt . f' SWZ `t 902133011 y w KM 111PL 902133009`''i / ,° ■ Kt*Risk IpPZ k 902133008 ray - El CarraiSPZ / / 902133008 l ,--- J . 902133009 f^ 90213900! �i t mop,tra.Aded by S:non Courtly Ca**Sswon GIS OMPMINIIIIOIIIIIIIIIOIIIIIB 1140 ft FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection.Wed Dec 18 10:27:49 2013 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=... 12/18/2013 Map Output Page 1 of 1 ArcIMS HTML Viewer Ma a iiVilimitil ik usiiim, 'I ,,,,re.,,, ........ Legend Selected Fames JC_Roads El Parcels+, 902133005 -="':-� County zoning ng 90213304$ - - .;. , � `:` MPR.aF Trait* - w 954545402 -. . 484 506 0 01 si j- " RaN Raaldedid 1 a " 902' 37 &Ca ' - RuWRuaidantial110 RuvReaid.il 120 402133008 984505443 , 61P6144"e1rfan44° MPRaMlueiterihy �` MPRaaatCailpiu 902133010 ' ,. a Pets mod Remotion s. .'' : 464505443 ■ ' 5 � � MPR+'UPan>fPani 90213300$ 9102133007 ' " • Rural FanM »M ..1/4.1/41.1/41/4,,,.n.. , I. X133006, r lndoalaiM 902133011 6PF 002133409 t 111 AP 1:10 �`.:• ■ RuralVWpaCaadaar 1"' 902133000 ■ Rtseairtal&aid lad. f` MPRitaaraigitirt Waite klipaa EPF 9921�Q09 isN1 uc MI c�..roadr•oc 402133009 s. IIII crossraada.ct: ti, ■ Cro oroodoRC 1( J AL 1:20 I, J tlee,11.1o6aneaurwid ., M ,-,-ri Mi vrmdadtri CaryMCortai Semmes GAB ; ucl-uieanliphlbewdilal R i'_ uMO el }'r VGA-P16R UGA.Pv41ia UGALOR LIGA.Vtlititi OA.atwCamm.roial MPRaRMi Raiemaa `.; M RrewaIRl.A Faird- FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection.Wed Dec 18 10:28:09 2013 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=... 12/18/2013 Map Output Page 1 of 1 ArcIMS HTML Viewer Ma Yzorm 6 tK Legend 0 h ? Selected Feaeuree ,,d JC Rattle Parc.le4 ORO Review for Aseptic gi Lewd t i.md2 J Mapspw4iadtMJ01:flgn Cant Cak*8vsinospg 0 1i10n FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its orrectness or validity. Data contained in this map is limited by the method and accuracy of its collection.Wed Dec 18 10:28:27 2013 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=... 12/18/2013 Map Output Page 1 of 1 ArcIMS HTML Viewer Ma• .1ritrim, cti.ni:vr Legend ',711.11r, r r i slsctedFeatures J Roads 7:4P7r El Parcels-1i 2011 AaWal Photos Ztaal ZIEM FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its orrectness or validity. Data contained in this map is limited by the method and accuracy of its collection.Wed Dec 18 10:29:06 2013 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=... 12/18/2013 Map Output Page 1 of 1 ArcIMS HTML Viewer Ma. • 00213300, r� 1 .s 14 r 1$9fl(fb � . ,9646050M .E..6 9t.,1509-A2 MIIIIIIIa l' i x >` R �Y d c*S4SO4001 st' t J _. .. . 1 �,133oor F �° 1164•:;.5C6(X)ItZt.:I ' . Air ,..t r r .""`) 084505001 <1 �± 1Tl1�4 s ,.133010: x. ' 964506034 ., TnP Legend 0'1 I l 9b4SQ 902133L07 5 DOtl1ectfVd fi+,, JC Roade 0321 •• ,r 13.1008 e ' FT Pareal1:41 r 133017 ..�... _ e 441 t y F'u "#b . sr 000 .. r , 9t 4 ,fit 90213300 ,r ,4 2 • : • 902133009 �=: .. ` tv x 0,-* ? ; r f i: ,-,"0-1v:', 1 a 40213X5? f z t i - , Wmorrn+d it adby,IyAsaCarrie enta Sermon GS 4: . .I4.�p� , , , . FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection.Wed Dec 18 10:29:23 2013 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=... 12/18/2013 Map Output Page 1 of 1 ArcIMS HTML Viewer Map 1 964306002 z - 9aioas �' \''g6492,6001 � 902933405 V 0 „034603002 902133007 }t 066,30300i i _., r l 90213300 �� 964545003 1..... '{ 902133010 'f 964545403 1e�1d 902133446 402933447 ;H�I{I�Ytltlt!Features 5 i {"4 Y e Lo* , 942133005 940133046 .1`_R41d6 - „-- try i I Periels41 902133011 } 1.- ,,'r 902133004` - _ �;' 9421330 r 942933009 _ i� �r ■902139400 3 ' Map%Ow.+dodbpP Jemmy)CwRICoital Stew's GIS 011111111111111110111110101111101404 FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection.Thu May 01 14:51:12 2014 , http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.0... 5/1/2014 Map Output Page 1 of 1 ArcIMS HTML Viewer Map 133005 I 14 t 902133405.-----s- _--- 'l �964s0a641 j }- , 964401 A�4`aF r _ = 902t33UD7 `�,---'96,430500 __ _ —-- y`902133046` } 96450ES403 902133010 f 1 902133008 —_� N�b4SUE4tf3 __ 942133QOt3 '` Legend Features I, Selected Features ' 902133006, 1 JC Rohde 942133038 ------ � ;a , _ s: Parcels / - 902133011 _ °'�.� .,+. ,, a bra ;' 902133009 r . j 1 4a' 10 Foot Contour 902133008 { " ' ' �` r SO Foot Contour a 9021330061 r` 4. K t `w r ` i f € 1 902133009 Y � a § x 1 r 1.f 4 902133009 t` 4 i ii il , f.;:-.1,-..1.,10.:4,:nti:AritOtitatticeit#12:1 ;*'ql6i:=:xeil::;,,',..s. 4:,g,s;ziyt,t4 I` * .14i'''',.,; Max grancledtry.tniersmCaat Calmed Sc GIS ` ., ., ,�i,v� .- ..»,4 . ', t ' s'° FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Thu May 01 11:30:19 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.0... 5/1/2014 1 z n n ->m m y a O =L C mr1 °r _ >A 4 x m Oq H ,0 v° .'12z G$>§ sm a ° n H — mA y<'Om > m› A O>A Q ?5 m " gio q o <z T i 6 z1 m>a mo z o 62° 3"22. m >o z N s>° _ , z° • n < o ' 0 Em oa � p m mZz o: m D ° m° o °`O g 1- =gIm nn z > °I g A co a N - " -I o f — g o f 2 a _ (SW1/4 13- 29N - 2W) `,A:i.‘ 107 1,\14W,410-WITPOP4> ''',^.; \\ .41, °,,,A ' P. ow 4.-0 ,7 .., gl! ,' \\?; '\'k '- ' lt*. 10\V4 VAS 7016*C\*tii 49, ‘1:k..P.'' 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Data contained in this map is limited by the method and accuracy of its collection.Thu May 01 l 11:30:58 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.0... 5/1/2014 1— o—) kt //AA�IG/�'� C-i6r-- -atrrs 1\Q •4.�L ref 40,1 t 4 Donna Frostholm From: Kaehler, Gretchen (DAHP) [Gretchen.Kaehler @DAHP.wa.gov] Sent: Thursday, May 01, 2014 12:59 PM To: Donna Frostholm Subject: RE: MLA13-00155 Heistand -archy report needed? Hi Donna, It is outside the buffer for a historic cemetery. I think it is far enough outside that the project does not require a survey. Best, Gretchen Gretchen Kaehler Assistant State Archaeologist, Local Governments Department of Archaeology and Historic Preservation Olympia Ph:360-586-3088 Ce11:360-628-2755 From: Donna Frostholm [mailto:DFrostholmCaco.jefferson.wa.us] Sent: Thursday, May 01, 2014 12:25 PM To: Kaehler, Gretchen (DAHP) Subject: MLA13-00155 Heistand - archy report needed? Gretchen: Please see map below. An application for single-family residential development has been submitted for the parcel in the red box and the parcel is near a DAHP-mapped area. Is an archaeological report needed? Thanks, Donna Frostholm Associate Planner/Wetland Specialist Jefferson County DCD 1 r ii. 902133005 1 IIIIIIIIIIj.11! . . • - „-----6---- r: _.' 05001 4,x.,.,-;,',,---- f i v 02133007 :: ',' 9� y, 902133006 Z ' ''''' --I 902133010 9164505003 902133008 : :-` "', 902133007 I' i r a K, 1 902133006 r 902133011 c d 902133008 t ` ' 3 y� :,f, , 4.7.i.,ik Atl.i*N*;--,,,m1R-""-,41,4--4,-4.4--;-4,i,,:.-;,„q ir,1=:,--=' ;0.7.4f, ;;.„.,4";-:,,,,, 4. ..,;" ----<,. ;', '-''''7.4'',"cti,'",,:="--i.",,it,'",,'4:.".":41-',-t: tia4,41:'''' - t-tt;tPil,,,X., ..,..ic,'',..41:..,7'',%'c, ,°.,' ,,:r.,.',Ye- ..144P-,..,fit, ,,ts' ,-„2 t y x x- �Ca ,x � t r � V e � . '« - t e �� � " Y Vs M,a prt xd 6f ie��cn CmtlY tt!Str+vcm Gu 1 �� '� ��' � „��,c.��ra.� war,=.c ,. s ? . r. ' �. , 3 , , " 'x - "- . ... . . , - s " x ,. . na ... . PFN PRI_STRMIG LAS USE L1f )ESC SQUARE FT ACRES SITEADDR A001 1100-HOUSES(single units, non- 902133011 902133011 1140 farm) 43661 1.11755153697 5231 OLD GARDINER RD PRCLADDI a., ,, ? ,, t 1. _ , , t ;a 'wit i,� � i- ` >' F. .. � ,,. _.,,. mom. a�& �:� ,�. �u�° �.. 0 .4.. . . . 2 CASES, FINDING, CONDITIONS, PERMISSIONS FOR Parcel 902133011 Printed: December 13, 2013 Cases Name Review Type Status Planner BLD13-00338 HEISTAND F Application Received: 10/24/2013 Permit Issued/Case closed: 10/24/2013 Case Finaled: 11/26/2013 INSTALL DUCTLESS HEATPUMP SYSTEM No findings,conditions, or permissions found. BLD91-00265 OLSEN F Application Received: 5/6/1991 Permit Issued/Case closed: 5/6/1991 Case Finaled: storage shed No findings, conditions, or permissions found. COM97-00042 OLSEN F Application Received: 9/9/1997 Permit Issued/Case closed: Case Finaled: 12/2/1998 Structure has been connected to residence. No findings, conditions,or permissions found. PRE01-00014 GARBRICK M K RUSSELL Application Received: 2/27/2001 Permit Issued/Case closed: 5/16/2001 Case Finaled: Construct a new concrete bulkhead landward of the existing bulkhead. After the new concrete bulkhead is complete, the existing timber bulkhead would be removed. No findings, conditions,or permissions found. SDP01-00019 MLA01-00259 GARBRICK I F J PETERS Application Received: 5/16/2001 Permit Issued/Case closed: 8/17/2001 Case Finaled: SHORELINE PERMI IEXEMP I ION to replace failing, creosote-coated timber bulkhead with concrete bulkhead landward. The Washington Department of Fish and Wildlife will require Hydraulic Project Approval for this project. This approval notice is to be considered a concurrent Determination of Non-Significance under the State Environemental Policy Act. 1.) Reviewed under the State Environmental Policy Act(SEPA)by Jefferson County acting as lead agency. This permit decision is to be considered a concurrent Determination of Non-Significance(DNS), indicating that any potential significant adverse environmental impacts are sufficiently mitigated through permit conditions associated with the Jefferson County Unified Development Code, Shoreline Master Program, and Hydraulic Project Approval required by the Washington State Department of Fish and Wildlife. 2.) The Development Review Division finds that this proposal is consistent with Shoreline Master Program Section 3.402.7 and is consequently exempt from the substantial development permit(SDP)requirements. 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. 3.) The application was reviewed by the Jefferson County Department of Community Development staff 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: Landslide Hazard Area(slight), Fish and Wildlife Habitat Area(marine coastline and Type 5 seasonal stream), WDFW Herbage Point(Great Blue Heron nest area),Aquifer Recharge Area. 4.) A Special Report was submitted in conjunction with the application to address UDC 3.6.8.e(4),which requires that the applicant demonstrate that bioengineering solutions are infeasible at the subject site to achieve slope stabilization. The special report dated August 10, 2001 and received August 13, 2001 is stamped by a licensed engineer, Jay S. Petersen. 5.) A Drainage and Erosion Control Plan has been submitted as part of the updated site plans received August 13, 2001 and approved by the Department of Community Development. The applicant shall fully implement the provisions of the submitted plan. No land-disturbing activities shall occur on the project site until the temporary sedimentation and erosion control measures have been installed. 6.) The project shall adhere to the Best Management Practices (BMPs)to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction,and in the design and operation of stormwater and drainage control systems. 7.) Construction shall be in substantial compliance with the site plan revised in August of 2001 and received by Jefferson County on August 13, 2001 as it exists now or is hereafter amended by Jefferson County and/or the Washington Department of Ecology,with one exception as conditioned through Hydraulic Project Approval issued by the Washington Department of Fish and Wildlife:the proposed concrete boat launch will be gravel instead of concrete. 8.) In addition to Jefferson County permit conditions, the project proponent shall comply with all conditions set forth by the Washington Department of Fish and Wildlife through Hydraulic Project Approval. \\tidemark\data\forms\R_MLT_Parcel_Cond.rpt 12/13/2013 Page 1 of 3 Cases Name Review Type Status Planner 9.) Prior to commencing development activity,the proponent is responsible for informing the US Army Corps of Engineers (COE)in order for COE to determine whether a Department of the Army permit or review is required. Generally, review is required for construction and dredging in or around navigable waters of the US and for work or fill in hydrologically connected wetlands. Contact the US Army Corps of Engineers, Seattle District Regulatory Branch, PO Box 3755, Seattle WA 98124, (206)764-3495,for more information. 10.) The proponent shall notify the Jefferson County Department of Community Development at(360)379-4450 forty-eight (48)hours prior to commencing construction in order to allow monitoring and ensure compliance with permit conditions. 11.) Work within the jurisdiction of the Shoreline Master Program other than as described above shall receive separate review from this Department. 12.) No fill or other material may be placed in the waters or intertidal areas of Jefferson County. SDP02-00023 MLA02-00236 GARBRICK 1 F K RUSSELL Application Received: 4/30/2002 Permit Issued/Case closed: 4/30/2002 Case Finaled: SHORELINE PERMI rEXEMP I ION to replace failing, creosote-coated timber bulkhead with concrete bulkhead landward. The Washington Department of Fish and Wildlife will require Hydraulic Project Approval for this project. This approval notice is to be considered a concurrent Determination of Non-Significance under the State Environemental Policy Act. 1.) The Washington Department of Fish and Wildlife issued Hydraulic Project Approval(HPA)for this activity on 8/23/01 under Log Number 00E7848.01. The HPA expires on 1/03/03. 2.) In addition to Jefferson County permit conditions,the project proponent shall comply with all conditions set forth by the Washington Department of Fish and Wildlife through Hydraulic Project Approval. 3.) Prior to commencing development activity,the proponent is responsible for informing the US Army Corps of Engineers (COE) in order for COE to determine whether a Department of the Army permit or review is required. Generally, review is required for construction and dredging in or around navigable waters of the US and for work or fill in hydrologically connected wetlands. Contact the US Army Corps of Engineers, Seattle District Regulatory Branch, PO Box 3755, Seattle WA 98124, (206)764-3495,for more information. 4.) The proposal was originally reviewed for the State Environmental Policy Act(SEPA)by Jefferson County acting as lead agency.A Determination of Non-Significance(DNS)was issued for SDP01-00019. 5.) The applicant originally applied for SDP01-00019 and was approved for a Shoreline Permit Exemption to replace } PP failing, creosote coated timber bulkhead with a concrete bulkhead. The project approvals including the HPA and special studies took a significant amount of time to process and review. Subsequently, the permit issued by Jefferson County expires on August 17, 2002. 6.) The Development Review Division finds that this proposal is consistent with Shoreline Master Program Section 3.402.7 and is consequently exempt from the substantial development permit(SDP)requirements. 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. 7.) The application was reviewed by the Jefferson County Department of Community Development staff 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: Landslide Hazard Area (slight), Type 5 seasonal stream, and Aquifer Recharge Area. 8.) A Special Report was submitted in conjunction with the application to address UDC 3.6.8.e(4),which requires that the applicant demonstrate that bioengineering solutions are infeasible at the subject site to achieve slope stabilization. The special report dated August 10, 2001 and received August 13, 2001 is stamped by a licensed engineer,Jay Petersen. 9.) A Drainage and Erosion Control Plan has been submitted as part of the updated plans received August 13, 2001 and approved by the Department of Community Development. 10.) The project shall adhere to the Best Management Practices(BMPs)to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 11.) Construction shall be in substantial compliance with the site plan revised in August of 2001 and received by Jefferson County on August 13, 2001 as it exists now or is hereafter amended by Jefferson County and/or the Washington State Department of Ecology,with one exception as conditioned through the Hydraulic Project Approval issued by the Washington Department of Fish and Wildlife:the proposed concrete boat launch will be gravel instead of concrete. 12.) The proponent shall notify the Jefferson County Department of Community Development at(360)379-4450 forty-eight (48)hours prior to commencing construction in order to allow monitoring and ensure compliance with permit conditions. 13.) Work within the jurisdiction of the Shoreline Master Program other than as described above shall receive separate review from this Department. 14.) No fill or other material may be placed in the waters or intertidal areas of Jefferson County. ZON13-00053 MLA13-00155 HEISTAND P Application Received: 12/10/2013 Permit Issued/Case closed: Case Finaled: SPAAD \\tidemark\data\forms\R_MLT_Parcel_Cond.rpt 12/13/2013 Page 2 of 3 Cases Name Review Type Status Planner No findings, conditions, or permissions found. SEP87-00231 GARBRICK F Application Received: 9/21/1987 Permit Issued/Case closed: Case Finaled: 4/19/1999 No findings, conditions, or permissions found. SOM87-00231 GARBRICK VIO Application Received: 4/19/1999 Permit Issued/Case closed: 8/21/2013 Case Finaled: No findings, conditions, or permissions found. \\tidemark\data\forms\R_MLT_Parcel_Cond.rpt 12/13/2013 Page 3 of 3 00 i o xo m (- 0, I a \ `>,- I I I*I Z N sl % o I \� N� 1 \ ate I z �o z� c I o O b; 1• 2� ` I 1 pace .6 O4 8w \ 1 ka� 1 '2 )i h! t 1 a ......-...—"" ' 1 /3 k o5c I1 pi 0 r v 2 chi -e 00 I _ •-•` m I o h -,k w o d I SET84 cK I I 800fcLzo6 I O2 „,,..r........ "� t 1 �c ri �,• h m r 0 �j 6 a3awnN i3oavd rz _ 1� k ` z 101.0' \ ' h\\�\C\\.\f O\ `/ I I 11 IL V � 1Z.., ??r• Aç� 'g EXISTING CONC. WALK 50.8' ' \ i`^l1. J x Y �w., -:::1-,—„, 29.2' Irl�N•: T h k 'I i'I l `19.7' r rb � 2 2 33 Q, II ` c� yZ z , 4 0,00>< "" oh II 44.o �`,,,� I t h m\ °2 hm�2 J I \ x Ok\ Oh �h d ^1[ 1 O z®xz`, �� 11l I 1 ; "+---27.2'.n �\ i° O cal J 1 1}Di Ra)V 19.7' :z3 m �y / � c of 1 it j \\ \\»\»\\� \\.\\\,\ y k \s>.o / J / I / • 29.2' h. / I J / \ / ; EXISTING CONC. WALK m Q J NBC 1 I 44.0' JJ / 106.1' "' / 0 m A hk C 1\.) I I q nz I I 45.4' 4.111Pre --____. ?"" k I 32.1' L' b 1 I O V z I I 0`V + 29.1' J X 0 o z I ` Ztt i O (� -- I a A- I I I v o ' � to e) rri \ �` Io 0b \--\\ Z �b _ k 7 � b O i �. \ 1. � F L }` Z" rb r- 0 Q) Nrni 1 rO q/� ` "C p �o� \ \... rrl'S ��I\ O k rl c. w r \` /43 z I I o 1 C -� g o i -,r,,,'2 I 41111 / � "f� Z I o 5 sIFjr•r C I ma I r = w�477 ti o I I / / v y �! . ,$, -� I ti I c / 1" 0 I it:F,, ;:, _ r47; �, /��� r- / /i rri 8, m .s .:: �,i/1/// I c / 1 rI c ! k■ .� 'iiii l� -\ a / I 11■a r�i o " � v 'k^� �►�� M 2 t / ri I y � p..) ''C H`! ate - (f)C") I (Nj f ,, , I z PE \ o , 'I v., co ,s•9z I go � ''g � ' c I I , I y --o p0 , oQ r-nv , I 1 m CO 177 d k ` 1, a 2 -0 c � --G r/ iJ �I — rz , c� - o �o i i V I `` ` , ; I 1 CV Cr m 13 L/ n 1 0 r 1 f I ! %I I 1 S. Si' z aZ I �r� 7 to �� I L.J I a a �nz 19.2'_ ok w oak / k cn , �2I . s is Z y � i m x I l= 1 I I Vd IN v co CD C Do CA Z —�. 6.: 8W(1M �30� 1 '� CJl —1"---7 CO CO 0 C� h 2 I_ _._a.l..l° 0).n. CO 6 F. mh I mom C) O y O Z1Z "�' I ^yih h = Z n pOt s= ,....,..yw.�..y... k f,.. , JEFFERSON COUNTY r DEPARTMENT OF COMMUNITY f4y` DEVELOPMENT '•rr,N,,• 621 Sheridan Street, Port Townsend,WA 98368(Web:www.cojefferson.wa.us/communitydevelopment Tel: 360.379.4450 I Fax:360.379.4451 I Email:dcd(a)co.jefferson.wa.us SquareONE Resource Center I Building Permits&Inspections I Development Review I Long Range Planning May 25, 2014 JEFFREY A HEISTAND KARI C HEISTAND 5831 OLD GARDINER RD PORT TOWNSEND WA 98368-9779 RE: SITE ADDRESS: 5831 OLD GARDINER RD MLA#: MLA13-00155 Dear JEFFREY A HEISTAND: Jefferson County Department of Community Development staff has reviewed the application materials for the above project proposal and has determined that the application is substantially complete. Additional information needed for project review may be requested in writing by the Director or Project Planner. Please call the Department of Community Development if you have any questions. Sincerely, Donna Frostholm Department of Community Development Staff c: File JEFFERSON COUNTY r " DEPARTMENT OF COMMUNITY �mn DEVELOPMENT 621 Sheridan Street, Port Townsend,WA 98368(Web:www.cojefferson.wa.us/communitydevelopment Tel:360.379.4450 I Fax: 360.379.4451 I Email:dcd co.jefferson.wa.us SquareONE Resource Center I Building Permits&Inspections I Development Review I Long Range Planning May 25, 2014 Dear Reviewer, RE: MLA13-00155 Jefferson County has forwarded the attached application to you for review and comment because your agency is responsible for determining compliance with state and federal requirements or may otherwise be affected by the following proposal: Location: Comments must be received within fourteen (14)calendar days or by June 8, 2014. If no written response has been received within fourteen (14) days, your agency will be presumed to have no comments. If necessary, the UDC administrator may grant an extension of time for comment. Please contact at(360)379-4450 if you desire an extension of time or have additional questions regarding this proposal. Thank you in advance for your attention to this matter. Sincerely, Donna Frostholm C: \\tidemark\data\forms\F_MLT_AppSubstComplt.rpt 5/25/2014 —I ci Akt.w. ! ''cd-Acr ppti--ce -(6 6-c d&f e{ -lam r A.t1-i~ ; m@a re kt--vzu2 9aw. 0An 4v-1-ra fe10-4A-- ; '1. 1; i '; ii i 1 I ' L i. 1 IF FI 1 i f tl i •i, t{ F ,f I M CO— , k O O ri." 1/11 j ..— .. II 1 W 4 y I o -.rsr a 0 0 ilia as Mil EZ33" Sii# 0 r (J i... t li . : „utimoll �/ �' ' aea g N r 4,i:r �!! / \ \,: l!' 1 fir+ �t�a� <F: �$ .cu if t a ��� ai �phyi.� V L� Itt,e,,,,,,s III i I i i I \ 4 `P / ii i , = '1 rep fi } 8 .1 .J11 i 1 C j/$. !�'a I . 4, U I 1 "t �� S I I ! \ i >" •�, Off i 49 CO Cri igg p 9: P ."-S----- 1 1 , - , „ .. k, ..k.53 / ‘■ 41 & i -*-- + I 1 9 \ \ 1/ I / I ' I—1{ / I / -- O N CL MAW Jatal WILAX3 —A. 2 ! I 4,•a ;� f o\ r 1 / .d Yr VJ g illit 1 !' 1 , Lira I '''K N.:: k I I 03 I 4 iii�—, t :III Z N — 1° Z Q = \ = ' qii bc i Br-\ I \ I " . ...1_____0,0, gZlt........... or \ jo, \,,,,,),, ,t.t ,ftrI zJ 1 1 (� W� 8. 1 ,...:_a— pp..urwe � ik 1 1 - < gfill il I i' .1 " -----\— / ii'i 1 1 4110 _�1 1 i s ti t J , —i I gib t..� ,, �� � -,� Donna Frostholm From: Kaehler, Gretchen (DAHP) [Gretchen.Kaehler @DAHP.wa.gov] Sent: Thursday, May 01, 2014 12:59 PM To: Donna Frostholm Subject: RE: MLA13-00155 Heistand -archy report needed? Hi Donna, It is outside the buffer for a historic cemetery. I think it is far enough outside that the project does not require a survey. Best, Gretchen Gretchen Kaehler Assistant State Archaeologist, Local Governments Department of Archaeology and Historic Preservation Olympia Ph:360-586-3088 Ce11:360-628-2755 From: Donna Frostholm [mailto:DFrostholmOco.jefferson.wa.us] Sent: Thursday, May 01, 2014 12:25 PM • To: Kaehler, Gretchen (DAHP) Subject: MLA13-00155 Heistand -archy report needed? Gretchen: Please see map below. An application for single-family residential development has been submitted for the parcel in the red box and the parcel is near a DAHP-mapped area. Is an archaeological report needed? Thanks, Donna Frostholm Associate Planner/Wetland Specialist Jefferson County DCD 1 1 ' ' 9021 _ __ ,+ f_ k . _ ., _._.7,1!iii, _.., .,.... - ---' --' :\--: ,,,, 902133007 l . .. . ...... 902133006 5• A 954503043 ,5 *ti <t \ i t Y \ y, r`" r : 4 rY f { 002133010 5 .,,I,' 11.1° _....,,',„..,, <i = 964106003 902133008 r ' r ✓' \ 9021:13007 fi. .+:' t , x. t 5 902133006 5 ; ." .t5 002133011 .-' 902133008 s 3 tY .. ZS. J I.Ial;i4?Tided by.Delfr4.P1 Cr:Falai,.Coln*Sereicts GAS, _ _ _ , ,,, . . . . . .. . t t 4' � '., :x: ,z .r x ?,. PIN PIN STRING LAND USE LU DESC SQUARE FT ACRES SITEADDR ADDI 902133011 902133011 1100 1100-HOUSES(single units,non 48681 1.11755153697 5831 OLD GARDINIER RD PRCLADDI farm) 1 2 is -I -b co co —I -b x —I —I co to —• -- m v co co x o. C7 rF x 0) C) - v to o - V -) C) to < C_ CD 0) 0 CD 2 2 CC -- Co CC co Co rn Co r+- o to - O 7C I-I -3 E -s -- co cn O o It C C)) - - CD C7 O N CJ7 'S O. O O O O - O O O O -' 2 CD CO rn o H N Cl) co C7) GJ O O O -- C CO O O r+ - to = v cn 7C C C) r+ rn r o G7 o CO a rn O 'D C 1-4 o r CD z w 2 rn x co o) co -I cn o -I H -n -0 CO -I rn c.... 2 r co -I a n3 c) -lo rpm m x Z O- m M o r -< -i v S2O cn a 3 X v = m - = N I- 10 Z rn a -1 MI o CD 'V N Cl) C7 I-I 3> a C_ 2 2 O v 0) t rn a CO = 0 \ x m -1 N 7J Z 2 -I rn o a -n - o v v a H CO 71 D CA) v M I--I Z Cl) m r- 70 r -I% m z v -i CO m rn a o o_ m a co -< -I cn --I 2 z a v = a # cn -- 73 H N - 3 0 v Z D o_ CC o C) r CO o CO o -. to -I E co C O m rn o_ 71 co cl I o c CD O. o -.I CD CD -4 co 0 co -I -I CD = v -o r 0 2 o z rn C7 CI n O' a -J CO =- = 3 C .. I Co Co H o- r+ o v 0 m 1-1 C O C7 0 Z CO r+ o_ XI X 0_ GI ') 0 0 r - CJ7 - o. o rn C- O 41 - to -+) a ` C/ -- -- O O -P o I-1 o �. -n z CT ro T .O O C H CA) 2 -< 2 ,, JEFFERSON COUNTY ( J - 53 f '/ lk` }� DEPARTMENT OF COMMUNITY DEVELOPMENT I621 Sheridan Street• Port Townsend•Washington 98368 4 iiper , 4 360/379-4450 • 360/379-4451 Fax „tswirs .to www.co.jefferson.wa.us/commdevelopment Master Permit Application MLA: Project Description include separate sheets as necessary): Tax Parcel Number: 90 Z I 3 3 (10// Property Size: /•!¢ 6.-4quare feet) Site Address and/or Directions to Property: 5493/ oc a GARi>/,ver•e RA, Pokr to /A/sew') 61/.4 99349 Property Owner(s)of Record: J EP /fE/s 7 4/v p Telephone: 36,4-!o Z/-9 4 7 S Fax: email: Mailing Address: $83/ OL D G 4 eP//vE.Q.e / Po.4T—TaWotlSg'/vj>, w4 99749 Applicant/Agent(if different from owner): Telephone: Fax: email: Mailing Address: What kind of Permit?(Check each box that applies ❑Building ❑Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor,Major or Reasonable Economic Use) ❑Single Family ❑Garage Attached/Detached ❑Conditional Use[C(a),C(d),or CI** ❑ Manufactured Home ❑ Modular ❑Discretionary"D"or Unnamed Use Classification ❑ Commercial* ❑Special Use(Essential Public Facilities)** ❑ Change of Use ❑Boundary Line Adjustment ❑ Address ❑Road Approach ❑Short Plat** ❑Home Business ❑Cottage Industry ❑Binding Site Plan** ❑Propane ❑Long Plat** ❑Sign ❑Planned Rural Residential Development(PRRD)/Amendments** ❑Allowed"Yes"Use Consistency Analysis ❑Plat Vacation/Alteration** ❑Stormwater Management ❑Shoreline Master Program Exemption/Permit Revisions** IliC Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Substantial Development** ❑Temporary Use ❑Shoreline Management Variance ❑Wireless Telecommunication* 0 Comprehensive Plan/UDC/Land Use District Map Amendment ❑Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre—Application Conference ❑Tree Vegetation Request **Requires aPre-App!" o 0 �\V/7 -�\� Please identify any other local,state or federal permits required for this propose, 1�� DESIGNATION OF AGENT I hereby designate to act as my agent in matters re n b thiDArplicati n f rmit{p. OWNER SIGNATURE Date: ( L�J JEFFERSON COUNTY By signing this application form,the owner/agent attests that the information provided herein,and in any r ttachn ,dp trmpRe iffrirFttlest of his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/a 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 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 I. =r inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the ap•Ica••, he or she wants prior notice. . Signature: . Ai.,t . Lli 147/"...'". —' Date:/2/b�/" The acti• 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 potential"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 behalf of an endangered species regarding your action(s)even if you are, pliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-trap ra• ' nsibiliity for adhering/to and complying wit - •. The Applicant has read this disclaimer and signs and dates it below. Signature: 1 -% j -*.4►' Date(2/13. G:\PennitCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc BUILDER STATEMENT The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the responsibility of the General Contractor for the proposed project. Signature: Date: GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: ( ) ( ) MAILING ADDRESS: EMAIL: CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: PHONE ( ) FAX:( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: ❑ New ❑ Wood Existing: ❑ Sewer ❑ Addition ❑ Steel Proposed: Bank ❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: Height: ❑ Individual System ❑ Repair ❑ Masonry SEP Permit# ❑ Demolition ❑ Other. Bedrooms: Water Supply: Existing: Setback: ❑ Private well ❑ Two Party Type of Heat: Proposed: ❑ Public Total: Name of System: If this is a Commercial Protect you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: I Underground Tank I Above ground Tank Size of Propane Tank:- I Heat Stove I Cook Stove I Woodstove i Fireplace Insert I Hot Water Tank I Pellet Stove I Other Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of fire buildings,all property lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. S•uare Foote!a Current • •••=ed _, v Main Floor Heated "4 A EH Bid Review: 2 o J 2r a Floor Heated nk Consisten Review: S Other Heated -4 Base fee: 3 Mezzanine n 1 Additional Section: Heated Basement Plan Check fee: Unheated Basement =' kk State Surcharge fee: - Other Unheated Pot Water Review fee: Garage/Carport SUBTOTAL Decks � � 911/Rd Approach fee: Other TOTAL: $ 2A',CI') �' ' ' Receipt Number: I 1,i 5.- GI ' Cash/Check Number: ESTIMATED COST(REQUIRED) Date: i 7,1q 3 (q ( •Fair market value of all labor and materi 1 als foundation to finish � ,, () Initials: ' t ''C � G:\PennitCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc yo Sao , Z O \ , t�✓ w �4A �, O O o° t 1 '" ;,� �, t 71 t c,c-4 a k a�w�`. sy s - k .v ,,,.. 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O CO C 2 ••• 17 )I Jefferson County Department of Community Development 621 Sheridan St, Port Townsend WA 98368, (360) 379-4450 APPLICATION FOR DETERMINATION OF ADEQUATE POTABLE WATER SUPPLY Resolution#99-90 requires building permit applicants to provide evidence of an adequate potable water supply. Name .JEFF'Ai eisrovA/P Phone 340-47(- 94 7S Mailing Address 583/ 01-D 6.4 P/NF1 Al> Pp erTinfrrNS4PrA/,Dj WA Zip Code 99348 Parcel ID# 902 /3 3 0// Subdiv. OZ.SeNS/ 017—AIder.A/ . 7 Block Lot(s) 'Z Site Address S83( 04 D 6 4RPIMER R b,,P'0R r-TOWNS'/'D, WA Zip Code 90348 Type of Structure je/iv 6,44F ,C 4A?IG ft A>ASIL:>,EWcgr Type of Evidence (check one) Valid Water Right Permit (attach copy) x 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.) . Individual Well—attach copy of: 1) Well logs or pump test result. 2) Lab analysis for water quality parameters: -Total coliform -Nitrate-N -Chloride and/or Sodium 3) Plot plan showing location of well with respect to 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 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 it's employees, representatives or agents for the purpose of application review and any re uired later inspections. Access and right of entry to the applicant's property or structure shall be requested and shall occur during reg b mess hours. Signature Date /2/4/AS� H:\HOMEIPLN T INFOHLTH\WATERREV1/00 1 FOR OFFICE USE ONLY 1) Water Right Permit# 2) Public Water Supply Washington State ID# In Compliance Yes No 3) Individual Well 1 V Driller Name Date Drilled 1 Depth Production Meets Water Quality Standards Yes No uU Based upon information provided by the applicant, it appears that the potable water supply: i meets conditionally meets does not meet 1 the conditions of RCW 19.27.097 and the Guidelines for Determining Water Availability for New Buildings. l ^, Application Reviewed by Date �f _ Date Fee Receipt# Check # Case #BLD ■ M c - f Jefferson County Permit Center, §2t• Sheridan St. Port Townsend WA 98368 WATER AVAILABILITY NOTIFICATION PUBLIC WATER SYSTEM • TO: Jefferson County Environmental Health Department FROM: MOA-TRT, WATER SYSTEM (Water System Name) System Operator WALTER MOA • State ID Number 07816U Total connections for which system is approved 15 Number of service connections existing (in use) 15 * Number of service connections committed 0 Date and results of most recent water bacteriological analysis • November 17, 2013 — See WADOH website * Residence . served since 2003 Them; —TEL WATER SYSTEM water system is capable of and will supply potable water to the following location: Assessors Parcel ID# 902 133 011 Legal Lot 2, Olsen SP #2 egal Description V. 2 Chort Plato P. 120 Site Address 5831 Old Gardiner Rd. Port Townsend WA 98368 Operator Signature ` A Date December 4 , 2013 EXPIRATION DATE OF THIS SERVICE COMMITMENT N/A H:lhomelpfewmttVntohltblpubwater 8196 • SOIL HOLE LOGS Page 1 of / Designer /�//C a 1r+C''PN E f' Date /// % "- 13 p Property Owner/Buyer -�6FG /t e 1 5 7W Parcel# gD 4- 1 3 3 e')!/ DES cDE/Y i'L S—E"1'2—/ z Project Sec(Twp-Rng)JS�j�- �y--E-��— w) HOLE NO. w C9 z F= TYPE w. U) ui OF DEPTH z c FI- m w N z SYSTEM (Inches) H U TEXTURE APPL. O F o t I- f- m RATE 2 w w c O OBDDATE (gpd/sq.ft.) Q u ¢ a_ O U O F' a z /A 20 L, S O4 77 >grJ 71 v6, GS b-c S 0-6 7 £v V& m -c s 00 0 p12-v Z4 l7 inc_ & c.-5 o4 zlo ,84. t3¢ V� c.v. sG /-r-e- 5 p, 0 4- -i7 t 4-5 ai:3 alp }`7l� 36' Ye, G5. r° r-e S a..8 5� i� '7!o Vb /q-G 5 o-6 4/4 7-1 b F L 5 d-Go' /t'p >77-g , -79 v4, F 's o' lB p/z,Y /4 zg b L5 eee 32 > lolo 40 bI 70 /-5 e-g `moo � � 45" L s d `v Y kb 6., e„.., ➢� P-I S d-.0 .0°' r5 1' LEGEND- SOIL HOLE LOGS TYPE OF SYSTEM Cony Conventional Drainfield Note: The type of system underlined is the CPF Conventional Drainfield -Partial Fill type of system currently indicated by P Pressure Distribution Drainfield the soils. Wet season evaluation PPF Pressure Distribution Drainfield-Partial Fill and/or effective curtain draining may PSL Pressure Distribution Drainfield-Sand Lined allow revising the type of system. PDT Pressure Distribution Drainfield Deep Trench(Sand Lined) M Mound SF Intermittent Sand Filter SF-M Mound With Intermittent Sand Filter Pretreatment NS No System Possible WSE Wet Season Evaluation MOTTLING Examples VF Very Faint F Faint F-D Faint to Moderate D Distinct P Prominent STRUCTURE Examples L Loose MC-C Moderately Compact to Compact SC Slightly Compact MC/CEM Moderately Compact&Cemented MC Moderately Compact S-Cem Slightly Cemented C Compact S-Mas Slightly Massive CEM Cemented MAS Massive BLKY Blocky TEXTURE APPLICATION (APPL) RATE S Sand R Unusable Restrictive Layer LS Loamy Sand SL Sandy Loam L Loam SiL Silt Loam Si Silt SiCL Silty Clay Loam SiC Silty Clay CL Clay Loam SCL Sandy Clay Loam SC Sandy Clay C Clay Textural Qualifiers Examples F Fine VG F-M S Very Gravelly Fine to Medium Sand M Medium F SL Fine Sandy Loam C Coarse G Gravelly VG Very Gravelly EG Extremely Gravelly Cob Cobbles Version 11/14/07 C:\Date\Wpw\Soils\Masters\Soil Hole Logs.wpd 12/4/2013 Enviro Check LLC 1612 Hastings Ave. West 380-379-9400 Port Townsend, WA 98368 PROPERTY INFORMATION House and ADU Location:5935 OLD GARDINER RD Sequim Tax ID:902133011 Mail To: CHRISTOPHE GARBRICK 110 W 6th Ave.#360 Use:Residential,Single Family Ellensburg,WA System Design Flow:240 98926 GENERAL SYSTEM TYPE:Pump to Gravity Owner.CHRISTOPHE GARBRICK ON ID:SOM87-00231 Fold ONSITE SEWAGE SYSTEM INSPECTION REPORT , Fold Here Here Inspected:08/21/2013 - Inspection Type:FOLLOW UP - Correction Status:Some Corrections Made Company: Work Performed By: Submitted 08/21/2013 by: Enviro Check,LLC Dale Wurtsmith Dale Wurtsmith This report does not assure approvals by Jefferson County Public Health for ANY future building permits or development. COMMENTS&GENERAL INSPECTION NOTES No Deficiencies Noted THIS IS A FOLLOW-UP REPORT ONLY. 1-The correct property address is 5831 Old Gardiner Rd.,Sequim. GENERAL SITE&SYSTEM CONDITIONS The General Site and System Conditions were: Not Inspected All Components accessible for maintenance,secure and in good condition: Surfacing effluent from any component(including mound seepage): Components appear to be watertight-no visual leaks: Improper encroachment(roads,buildings,etc.)onto component(s): Component settling problems observed: Abnormal ponding present for one or more of the disposal components: Subsurface components adequately covered Owner compliance issues noted Site maintenance required(e.g.Landscape maintenance)If yes,describe in comments: Occupant compliance problem(occupant not operating the system properly). If YES,describe in notes: If deficiencies were identified on last inspection were they corrected before or during this inspection? (If NO,describe in notes,NA=no deficiencies on last report): OSS Components,structures and appurtenances located per as-built/record drawing(If NO,describe in notes). If no as-built exists or changes made,state NO and provide record to Health Dept: Alterations made to the OSS(valves adjusted,timer settings modified,ports installed,etc.)(If YES, describe in notes): The house/structure was vacant or used infrequently,assessment of the drainfield was not possible. ONSITE SEWAGE SYSTEM INSPECTION DETAIL ANK:Septic Tank-2 Compartment 1150 gal This component was: Not Inspected Component appears to be functioning as intended: Effluent level within operational limits(if NO explain in comments) All required baffles in place(N/A=No baffles required): Effluent Filter Cleaned(N/A=Not Present): Compartment 1 Scum accumulation(Inches,if other specify): Effluent filter/screen needed cleaning on arrival Compartment 1 Sludge accumulation(Inches,if other specify): Compartment 2 Scum accumulation(Inches,if other specify): Compartment 2 Sludge accumulation(Inches,if other specify): Pumping needed: Approximate Gallons to be pumped(if needed)by Certified Pumper: This report indicates certain characteristics of the onsite sewage system at the time of visit.In no way is this report a guarantee of operation or future performance. ReportlD:315038 View inspection reports online at www.onlinerme.com Page 1 of 2 ANK:Pump Tank This component was: Not Inspected Component appears to be functioning as intended: Compartment 1 Scum accumulation(Inches,if other specify): Pump vault screen needed cleaning on arrival Compartment 1 Sludge accumulation(Inches,if other specify): Pumping needed: Pump Vault Filter cleaned(N/A=not present): Approximate Gallons to be pumped(if needed)by Certified Pumper: •anel:Control-1 Pump Alert only This component was: Not Inspected Panel functioning(including alarm): Pump 1:on minutes(override in parentheses-if present): Pump 1:off hours(override in parentheses-if present): Pump 1:gallons per dose(override in parentheses-if present): Pump 1:ETM hours(override in parentheses-if present): Pump 1:Cycle Count(override in parentheses-if present): Drainfield:Gravity This component was: Not Inspected Component appears to be functioning as intended: Ponding Present?If YES explain in comments: ANK:Pump Basin At ADU This component was: Not Inspected Component appears to be functioning as intended: Compartment 1 Scum accumulation(Inches,if other specify): Pumping needed: Approximate Gallons to be pumped(if needed)by Certified Pumper: Compartment 1 Sludge accumulation(Inches,if other specify): •anel:Control-1 Pump At ADU,Alert only This component was: Not Inspected Panel functioning(including alarm): Pump 1:on minutes(override in parentheses-if present): Pump 1:off hours(override in parentheses-if present): Pump 1:gallons per dose(override in parentheses-if present): Pump 1:ETM hours(override in parentheses-if present): Pump 1:Cycle Count(override in parentheses-if present): •ump:Effluent Pump Main House This component was: Not Inspected Component appears to be functioning as intended: Controls functioning: Dose setting different than original(If YES,detail in comments) Dose setting adjusted to meet as-built/record drawing specifications(by the O&M Specialist) Tested gallons per minute flow: •ump:Effluent Pump At ADU This component was: Not Inspected Component appears to be functioning as intended: Controls functioning: Dose setting different than original(If YES,detail in comments) Dose setting adjusted to meet as-built/record drawing specifications(by the O&M Specialist) Tested gallons per minute flow: This report indicates certain characteristics of the onsite sewage system at the time of visit.In no way is this report a guarantee of operation or future performance. ReportiD:315038 View inspection reports online at www.onlinerme.com Page 2 of 2 12/4/2013 Enviro Check LLC 1612 Hastings Ave. West 360-379-9400 Port Townsend, WA 98368 c PROPERTY INFORMATION House and ADU Location:5935 OLD GARDINER RD Sequim Tax ID:902133011 Mail To: CHRISTOPHE GARBRICK 110 W 6th Ave.#360 Use:Residential,Single Family Ellensburg,WA System Design Flow:240 98926 GENERAL SYSTEM TYPE:Pump to Gravity Owner:CHRISTOPHE GARBRICK ON ID:SOM87-00231 Fold ONSITE SEWAGE SYSTEM INSPECTION REPORT Fold Here Here Inspected:08/21/2013 - Inspection Type:PROPERTY SALE - Correction Status:No corrections made Company: Work Performed By: Submitted 08/21/2013 by: Enviro Check,LLC Dale Wurtsmith Dale Wurtsmith This report does not assure approvals by Jefferson County Public Health for ANY future building permits or development. COMMENTS&GENERAL INSPECTION NOTES Deficiencies Noted:deficiencies must be corrected to ensure proper longevity of the Onsite Sewage System. 1-A pump/basin at ADU has been added without a permit.Needs to be permitted.Therefore no permit is on file as to size,location or adequacy and it could not be determined.2-Risers on septic tank on center and outlet are mandatory on next inspection.3-The pump in pump chamber is humming but water level stays the same.Need qualified person to fix this issue.4- The pump in basin at ADU erratic and needs to be fixed.5-The drainfeild area has brush on it that needs to be removed and numerous wild animal holes are in drainfield that need to be filled in.Surface water is running down hill and across drainfield and needs light trenching to run water off properly.6-A revised"Plot Plan"is enroute to county. Note-A flow test from ADU to main house tanks was done but no water was seen entering either tank,but noise from ADU pump could be heard. GENERAL SITE&SYSTEM CONDITIONS The General Site and System Conditions were: Fully Inspected All Components accessible for maintenance,secure and in good condition: NO-Deficient Surfacing effluent from any component(including mound seepage): NO Components appear to be watertight-no visual leaks: YES Improper encroachment(roads,buildings,etc.)onto component(s): NO Component settling problems observed: NO Abnormal ponding present for one or more of the disposal components: N/A Subsurface components adequately covered YES Owner compliance issues noted NO Site maintenance required(e.g.Landscape maintenance)If yes,describe in comments: YES Occupant compliance problem(occupant not operating the system properly). If YES,describe in notes: NO If deficiencies were identified on last inspection were they corrected before or during this inspection? N/A (If NO,describe in notes,NA=no deficiencies on last report): OSS Components,structures and appurtenances located per as-built/record drawing(If NO,describe NO-Deficient in notes). If no as-built exists or changes made,state NO and provide record to Health Dept: Alterations made to the OSS(valves adjusted,timer settings modified,ports installed,etc.)(If YES, YES describe in notes): The house/structure was vacant or used infrequently,assessment of the drainfield was not possible. YES-Deficient ONSITE SEWAGE SYSTEM INSPECTION DETAIL ANK:Septic Tank-2 Compartment 1150 gal This component was: Fully Inspected Component appears to be functioning as intended: YES Effluent level within operational limits(if NO explain in comments) YES All required baffles in place(N/A=No baffles required): YES Effluent Filter Cleaned(N/A=Not Present): N/A Compartment 1 Scum accumulation(Inches,if other specify): 0 Effluent filter/screen needed cleaning on arrival N/A Compartment 1 Sludge accumulation(Inches,if other specify): 1 This report indicates certain characteristics of the onsite sewage system at the time of visit.In no way is this report a guarantee of operation or future performance. ReportlD:314965 View inspection reports online at www.onlinerme.com Page 1 of 2 Compartment 2 Scum accumulation(Inches,if other specify): 0 Compartment 2 Sludge accumulation(Inches,if other specify): 1 Pumping needed: NO Approximate Gallons to be pumped(if needed)by Certified Pumper: TANK:Pump Tank This component was: Fully Inspected Component appears to be functioning as intended: YES Compartment 1 Scum accumulation(Inches,if other specify): 0 Pump vault screen needed cleaning on arrival N/A Compartment 1 Sludge accumulation(Inches,if other specify): 3 Pumping needed: NO Pump Vault Filter cleaned(N/A=not present): N/A Approximate Gallons to be pumped(if needed)by Certified Pumper: •anel:Control-1 Pump Alert only This component was: Partially Inspected Panel functioning(including alarm): YES Pump 1:on minutes(override in parentheses-if present): demand Pump 1:off hours(override in parentheses-if present): demand Pump 1:gallons per dose(override in parentheses-if present): 0 Pump 1:ETM hours(override in parentheses-if present): Pump 1:Cycle Count(override in parentheses-if present): grainfield:Gravity This component was: Fully Inspected Component appears to be functioning as intended: YES Ponding Present?If YES explain in comments: N/A TANK:Pump Basin At ADU This component was: Partially Inspected Component appears to be functioning as intended: NO Deficient Compartment 1 Scum accumulation(Inches,if other specify): 0 Pumping needed: YES Deficient Approximate Gallons to be pumped(if needed)by Certified Pumper: 30 Compartment 1 Sludge accumulation(Inches,if other specify): 4 •anel:Control-1 Pump At ADU,Alert only This component was: Fully Inspected Panel functioning(including alarm): YES Pump 1:on minutes(override in parentheses-if present): demand Pump 1:off hours(override in parentheses-if present): demand Pump 1:gallons per dose(override in parentheses-if present): 20 gal+/- Pump 1:ETM hours(override in parentheses-if present): Pump 1:Cycle Count(override in parentheses-if present): •ump:Effluent Pump Main House This component was: Partially Inspected Component appears to be functioning as intended: NO Deficient Controls functioning: YES Dose setting different than original(If YES,detail in comments) NO Dose setting adjusted to meet as-built/record drawing specifications(by the O&M Specialist) NO Tested gallons per minute flow: •ump:Effluent Pump At ADU This component was: Partially Inspected Component appears to be functioning as intended: NO Deficient Controls functioning: YES Dose setting different than original(If YES,detail in comments) NO Dose setting adjusted to meet as-built/record drawing specifications(by the O&M Specialist) NO Tested gallons per minute flow: 40+1- This report indicates certain characteristics of the onsite sewage system at the time of visit.In no way is this report a guarantee of operation or future performance. ReportiD:314965 View inspection reports online at www.onlinerme.com Page 2 of 2 zOW i 3 -53 __ i�, 1 WESTECH COMPANY �_ 1 �_' Environmental Consulting -r Site Permitting F.- ;; MITIGATION AND HABITAT MANAGEMENT PLAN y / 5831 OLD GARDINER ROAD ASSESSOR'S PARCEL # 902133011 JEFFERSON COUNTY, WASHINGTON , F ? id A- 1 , / L .- c. a '_ r t h - - - *.. v=t* s .t*x x¢, '� _� � December 2013 I IfCEIIVE I G. Bradford Shea, Ph.D. DEC 1 7 2013 I Submitted to: JEFFERSON COUNTY DEPT OF COMMUNITY DEVELOPMENT JEFFERSON COUNTY I DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street Port Townsend, Washington 98368 ISubmitted by: U WESTECH COMPANY P.O. Box 2876 Port Angeles, Washington 98362 I P.O. Box 2876- Port Angeles,Washington 98362-Telephone: (360) 565-1333 1 email: brad @westechcompany.com I I IMITIGATION AND HABITAT MANAGEMENT PLAN 5831 OLD GARDINER ROAD IASSESSOR'S PARCEL # 902133011 IJEFFERSON COUNTY, WASHINGTON I I December 2013 I I IG. Bradford Shea, Ph.D. Copyright 2013 by G. Bradford Shea, Westech Company—All Rights Reserved I I Submitted to: IJEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT I 621 Sheridan Street Port Townsend, Washington 98368 Submitted by: I WESTECH COMPANY P.O. Box 2876 Port Angeles, Washington 98362 I I I I I CONTENTS ICHAPTER/SECTION PAGE NO. 1.0 INTRODUCTION 1 I2.0 APPROACH AND METHODS 7 2.1 Approach 7 I2.2 Methods 7 3.0 MITIGATION PLAN 8 I 3.1 Regulatory Setting 8 3.2 Existing Conditions 10 3.3 Project Impacts 14 I 3.4 Plan Components 15 3.5 Detailed Mitigation Measures 16 3.6 Implementation and Timing 16 I 3.7 Mitigation Monitoring 17 3.8 Contingency Plan 18 I4.0 PLANTING PLAN 19 5.0 CONCLUSIONS AND RECOMMENDATIONS 23 I 5.1 Conclusions 23 6.2 Recommendations 23 I6.0 REFERENCES 25 TABLES Table 1. List of Native Plants for Buffer Mitigation and Enhancement 21 I • FIGURES I Figure 1. Location Map 2 Figure 2. Vicinity Map 3 Figure 3. Parcel Map 4 IFigure 4. 2011 Aerial Photograph 5 Figure 5. Site Map with Topography 11 Figure 6. Site Development Plan 13 IFigure 7 Site Map with Planting Areas A, B & C 20 APPENDICES IAppendix A— Site Photographs A-1 Appendix B — Detailed Site Plan B-1 I IVWV1295OIdGardinerRd)HMP.TOC/121013/mas i I I1.0 INTRODUCTION I The Property (Site) is located at 5831 Old Gardiner Road, in Jefferson County Washington. The Property is owned by Jeffrey A. and Kari C. Heistand of that address. It is recorded as Assessor's Parcel #' 902133011. The Heistand family Ialso owns the adjacent parcel to the south, APN # 902133008. The Site lies within Jefferson County, Washington in the Southeast Quarter of Section 13 of Township 29 North, Range 2 West, W.M. (Figures 1, 2, 3, and 4). The Site is located Iapproximately 11.0 miles south of Port Townsend on the southwestern shore of Discovery Bay in unincorporated Jefferson County, Washington. IThe main parcel of the property is the northern parcel (#011) which is approximately 395 feet long by 237 feet wide or 2.15 acres. The southern parcel I (#008) is 415 feet long by 250 feet wide or 2.38 acres. All planned building (residence expansion and proposed garage) will occur on the northern parcel as will the new drainfield, however, the reserve drainfield is designated on the southern parcel. Both parcels abut a vertical concrete seawall-bulkhead with a cobble-sand beach to I the southeast. The bulkhead is only 3-4 feet above the Ordinary High Water Mark (OHWM). The parcels together are approximately 4.53 acres in size. Both parcels � are split by Old Gardiner Road. An existing driveway provides vehicular access to the property. The property currently contains a two story house with a 30 x 35 foot footprint I (1,050 square feet) with front and back decks as well as an Accessory Dwelling Unit (ADU) with a 15 x 25 foot footprint (375 square feet). The owners have requested to increase the residence size footprint by roughly 900 square feet I expanding to the northeast, parallel to the shoreline (see Appendix A for site photographs). This expansion will lie mostly on an existing concrete patio area. The landowners also wish to add a two car garage on part of the existing gravel Idriveway, above the existing wood stairs from the residence. The marine shoreline along this Property is considered a Shoreline of Statewide I Significance and has been designated as critical habitat for Hood Canal Summer Chum and Puget Sound Chinook (50 C.F.R. 226). The shoreline is classified as a "Fish and Wildlife Habitat Conservation Area" (FWHCA) by Jefferson County, I requiring a 150 foot buffer from the OHWM and a five foot building setback from the buffer. I It is the intention of the owner to add to the current residence on-site with a new structure with an expanded footprint to the north and east at a distance of about 32 feet from the OHWM, but parallel with the front of the house. A garage will be I placed approximately 106 feet from OHWM. The owner also intends to place a new septic system with a drainfield landward of the house (see Appendix B). Both the drainfield and reserve drainfield will be outside of the 150 foot buffer zone. VWV1295OIdGardinerRdHMP/121013/mas 1 m 1 y CO Cr) CO CO cY N I Cl.. w E U! R�.—_ r VI- r S H. r _ I S.. ,£ *9 =.,;•:,,i..■., _. . , _ .., : • ca t %I. I j 1 :r a.# H co :.� .- y. a t 1 UT r 4jff/per _ • Y T w t }may �...: #, a'( 1 a*� f ,- p{� yT�1 ilif t 1 , .. .♦ I. • . -, , {,+ J, +e■ 9 r c Cl) I U ` 4,a:: O 1 b a .1 T.,r I I Cr) co r r i * ' O 0 4..., N N ir L- ° I CO C _c CV 'cu Li j '< t ; Q ..rd o N U 0 O o p a-`` V U a, 3 3 j L • o o _5 `° CA a c i u ar y ` r h V O cu t > xT itif x rn o U_ cv m U ai C m IN %. v ^o C a •. LL 4 \ 6 , I I !.A= - _. M r co? \ � r O O N N $ a 110 \ : I = m ., 0 M g 1 3S ' i ' \ .' i \\ - ''''' '' .\ '''., \ . co C G 0_ CO CD LI- I 1 ' \ ,,-.: L I I CO CO 1 O O N N a I (B m Q- O E U o U O I _c i a) I %It. . 2 D QQ Q t O ‘ \ O .,\ L.Y.. .L Q LI I \\\441.... N'...f.NN's....N.,, t t M 1 Because the proposed home addition and garage construction, the project will disturb surface soils and some existing vegetation and slightly increase impervious surfaces on the Site. The Property owners have contracted with Westech Company (Westech) to satisfy the County's requirements in regards to Critical Areas. This Report constitutes a Habitat Management Plan (HMP) 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 and will ensure "No Net Ecological Loss of Shoreline Functions" (RCW36.70A.480). This document is intended to satisfy the requirements of pertinent Jefferson County and State ordinances. 1 U 1 1 WWI 295OIdGardinerRdHMP/121013/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 Plan prepared ' by Creative Design Solutions was also reviewed and utilized to define proposed planting areas (see Section 3.3 and Appendix B). ' Westech Company's (Westech) field investigations for the Habitat Management Plan (HMP) were carried out in November 2013 by Dr. G. Bradford Shea, Principal ' Ecologist. 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 was ' identified. 2.2 METHODS ' Westech's field reconnaissance involved examining the existing conditions found at the Site. This included reviewing the area proposed for development in relation to ' the natural features found on-site. Botanical studies were conducted involving identification of plant species that could be 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 plants in 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. tThis HMP has been formulated to assure "no net ecological loss" and to "maintain or enhance the existing functions and values of the associated watershed" (JCC 18.22.480; RCW36.70A.480). Chapters 3.0 and 4.0 describe the goals and objectives of this HMP as well as the performance standards that will be utilized to assess the effectiveness of this plan. This Plan is intended to restore and enhance ' the integrity of the Site by improving the quality of habitat and erosion control though planting of additional native vegetation at the Site. 1 WW1295OIdGardinerRdHMP/121013/mas 7 t3.0 MITIGATION PLAN 3.1 REGULATORY SETTING There are several jurisdictional issues related to the development of this parcel of land. The Site is a low bank site with gradual uphill topography to an elevation of ' 71 feet above mean sea level (msl). There is a concrete wall which forms a "top of bank" at just 5-6 feet above the beach. The area in front of the home is relatively flat for a distance of 30 feet from the Ordinary High Water Mark, which corresponds to the Mean Higher High Water (MHHW) mark due to the concrete wall. The proposed residence addition is located approximately 32 feet from MHHW. ' 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 shoreline 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. These 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." ' The permitted activities in these 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 the Conservancy 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 is "30 feet" or one foot per 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 exceed 100 feet. The elevation of the bank at this property is approximately 5-6 feet and is a man-made wall, not a steep bluff (JCC 18.25.410). The property grades upward to a maximum height of about 70 VWV12950IdGardinerRdHMP/121013/mas 8 feet at the northern property line. The underlying soils are considered stable in p p Y Y 9 terms of shoreline stability. tThis 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.480) 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" (18.22.200). ' Jefferson County requires a buffer of 150 feet from the Ordinary High Water Mark (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 in line with or behind previously constructed features, an HMP is required to mitigate ' and offset any adverse ecological effects. This document is also the best way to meet the intent of RCW36.70A.480 which provides for Jefferson County to make a determination of "No net loss of ecological functions" with or without mitigation, ' for renovation of existing shoreline structures. This document includes a "No Net Loss" ecological evaluation, proposed Mitigation Measures to offset impacts and a Habitat Management Plan to assure long-term health and ecological ' productivity. These documents (HMPs) must include maps showing the proposed development Site and its relationship to surrounding topographic 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 VWV1295OIdGardinerRdHMP/121013/mas 9 1 wildlife habitat. The report must describe how any adverse impacts resulting from d p Y p 9 the project will be mitigated. Possible Mitigation Measures may include, but are 1 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 (18.22.440). 3.2 EXISTING CONDITIONS 1 The Site is located roughly one mile north of the commercial area of Discovery Bay, 9 Y about 11 miles south of Port Townsend. The (northern) parcel is approximately 395 1 feet long by 237 feet wide, however, about 70 feet of the length extends into Discovery Bay and another 113 feet is north of Old Gardiner Road, leaving about 212 feet between the seawall and the road. The entire northern parcel is approximately 2.15 acres in size. An existing driveway provides vehicular access to the property. 1 Figure 5 shows topographic features on the Site. The parcel abuts a sand beach to the east and rises to 70 feet above msl at its western edge (above Old Gardiner 1 Road). The property is separated from adjacent areas by Old Gardiner Road and then U.S. Highway 101 to the west, after which the terrain continues to grade upward. The property can be divided between a residential area surrounded by 1 lawn, and a partially disturbed upland area consisting of lowland forest. The beach was observed on November 18 at about 9:30 AM. The tide at this time was nearly high. The beach consists of sand in the upper intertidal zone and a mix 1 of sand and cobble in the middle intertidal zone. A variety of shellfish including butter clam (Saxidomus giganteus), cockles (Clinocardium nuttallii), oyster shells 1 (Crassostrea gigas) and pacific littleneck clams (Protothaca staminea) were observed on or adjacent to the property, indicating that the adjacent shoreline provides habitat for these species. No kelp beds or algae beds were observed, 1 though the lower intertidal zone was not visible due the high tide. The beach ends abruptly and changes to upland, caused by the presence of a 5-6 1 foot high seawall, roughly a foot in thickness which extends the length of the parcel. The land above the seawall has been planted in mixed grasses. 1 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). 1 1 1 WW12950IdGardinerRdHMP/121013/mas 10 I M M C) N N 1 C S Z� 4 M U 1 CO CI) C3 i (/) 1 In ,, 4\ 4 4 N 5i L^■ ', C ll ‘ 4-. \ HN LLO 0. ii V u. co I • W L i 0) LL N \ A N ! y OOp Qj I 4\I i I• ' `' I The upland area is characterized by low grasses (lawn area), however a few native ' trees, mainly Douglas fir (Pseudotsuga menziesii) and western red cedar (Thuja plicate) are present. Other, non-native species include ivy and Himalayan blackberry which are present in the area near the stairs in back of the residence. The upper portion of the site includes native trees including Douglas fir, western red cedar and alder (Alnus rubra). The groundcover in the upland area is dominated by salal, honeysuckle and bracken fern and sword fern. ' The Natural Resource Conservation Service (NRCS) has mapped two dominant soils on and in the immediate vicinity of the Site (NRCS 2013). 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: • Coastal Beaches. This soil is usually very well drained (sand, gravel and cobble) and has a depth to water table of about 0 - 72 inches. It ' has a high frequency of flooding. It consists of sands and gravels to a depth of 72 inches. These soils are subject to influence of tides and ' storm waves (although the seawall precludes this most of the time). • Hovpus gravelly loamy sand, 15 - 30 percent slopes (HuD). This soil ' formed on terraces and originated from glacial outwash near steep ravines and drainageways. It is somewhat excessively well drained and has a depth to a restrictive layer of 80 inches or more as is the ' depth to water table. Runoff is medium and the hazard of water erosion is slight. This soil has no frequency of ponding of flooding. It consists of gravelly loamy sand to 60 inches depth. ' The Site has coastal beach soils at the eastern edge, with most of the Site underlain by Hoypus soils. These soils tend to be dominant along this area of ' Discovery Bay. Figure 6 shows the present level of development on the Site and planned ' modifications. A gravel driveway provides access to the Site from Old Gardiner Road. Two separate structures are presently located on the Site. A house with an 8-10 foot wide deck approximately 30 by 35 feet in size (footprint of about 1,050 ' square feet) is located about 30 feet from the MHHW mark. A set of wooden Stairs extends from behind the house, up to the driveway, which also accesses an Accessory Dwelling Unit (ADU) which has a footprint of about 15' x 28' or 420 ' square feet. There is also a small shed behind the house. WW1295OIdGardinerRdHMP/121013/mas 12 I I M CO 1..01 i i N N I C C E = CTS g 7 aiwZ 1 . '.- 0 z U I �v U i W k* Pigg t \ k \'‘,-.. .,...---'? I ' � ! a � N%I ,, I r- --t _ u --" - 4 N as r a o til K � 1.141 f 1 i 444 44t 1 lit k co Itkii_it ....„---,' it/1' / ./":1 ik , 1 us 1 ' 4 ti ..\\.. T.__ � � # ; 4 � E b. 7 !it I I �d g 'Ilia ISO* 4 4& fpor.- #4dM tom.. N b t } ‘ % s CO II t 1 fig. 4 K P- I - w--� 1 I kit i4 ll e % 1".° \ 0 eya.V.- li i ii. 1 1.1 1 7 6.i t L 6- z I CL 4- II I IZ \ \,_ I $ N 31 44,..„.5*.sts.° """"'\S<N\ \k"*".".4 I fP} ' **•-•%......*****44k:6'.*... li • tdit t tf'jp 3 r 41 „Ifs! -ill ' , _ f Ill II " . : . , , 1 1 3.3 PROJECT IMPACTS The landowner's p lan for this Property entails the expansion of the house to the side by approximately 900 square feet, the installation of a two-car garage on the upper level of the driveway behind the house, as well as the placement of a new septic system within the upland forest, but outside of the buffer zone. An additional p area of reserve drainfield would be planned on the adjacent parcel (#008). The ' primary impacts associated with these projects are those generally associated with construction. Figure 6 is a map of 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: • An existing concrete seawall, about six feet in height. • A 10 foot wide deck on the front (east) side of the residence. ' • The existing house including front and rear decks. The proposed expansion will be built on the footprint of a concrete area northeast of ' the home (to the side), and will not extend further waterward than the front of the house. t • An Accessory dwelling unit is located northeast of the main residence. • A set of stairs behind the house accesses the main driveway. • A garage is also planned for construction as shown in Figure 6. 9 by• An existing 12 foot b 15 foot shed is located about 20 feet to the southwest of the main residence. This shed appears to be used for ' general storage. The new septic system will utilize the existing septic tank and pump chamber ' located behind (on the north side) of the house, and a new drainfield will replace the existing drainfield. The drainfields will be outside of the buffer zone. ' 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 these structures and drainfield area will be cleared. This may 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 (mostly lawn area and VWV1295OIdGardinerRdHMP/121013/mas 14 an existing concrete pad). 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 near the structures. More may be removed in order to expand the house, construct the garage and replace the drainfield (although most of the drainfield work will take ' place outside of the buffer zone), including the movement of construction vehicles on the Site. ' • Because the residence is being expanded onto an existing concrete pad, this part of the project will not significantly increase the impervious surface on the Site. The overall footprint is expected to ' increase by about 900-1,000 square feet. The garage will expand impervious surface on the site by 600-800 square feet depending on design of that structure. ' • The removal of 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 lack 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. 3.4 PLAN COMPONENTS The components of the Mitigation Plan include the following: • Erosion control methods will be used to revent on-Site Site rill or sheet erosion from moving sediments toward the adjacent shoreline. This fwill be accomplished through project timing and emplacement of control measures during construction. A silt fence will be placed on the eastern edge of the construction area, adjacent to the construction envelope and between the construction and the shoreline. • Native vegetation will be planted to mitigate disturbance to existing plants in the buffer zone. • No nutrients, pesticides or other contaminants will be used within 100 feet of the shoreline. WW1295OIdGardinerRdHMP/121013/mas 15 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 beach. This should be kept in place. Straw bales, jute netting or other appropriate material should be kept on-Site and used to stabilize any open areas following grading. • 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 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. ' • 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 buffers at this site and the limited filtering capacity of 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. 1 WVV1295OIdGardinerRdHMP/121013/mas 16 New plantings in the buffer zone should be carried out during early fall if possible 9 g y p ble (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 and that success of the plantings be maintained above a performance standard of 90 percent as described ' in Section 3.7. 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 (about 30 feet from OHWM to the house) 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. The literature also indicates that plantings can increase the effectiveness of the buffer zone, or decrease the size needed to filter contaminants. ' Because buffer zones serve several 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 during construction. Any evidence of erosion or sedimentation ' leaving the construction area (particularly during or after storm events) 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, wattles, or temporary ' berms. 1 I VWV12950IdGardinerRdHMP/121013/mas 17 1 ' Monitoring the success of new native plants (as per the Planting Plan described in Section 4.0) should be carried out and enforced by the county according to the following schedule and performance standards: ' • Following construction, the areas shown in the Planting Plan (Section 4.0) should be replanted. • The coverage 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. • The homeowners should have a monitoring report prepared by a qualified professional at the end of the first growing season. 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. 1 3.8 CONTINGENCY PLAN ' A Contingency Plan should be followed if Mitigation Measures s 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, 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. I WW12950IdGardinerRdHMP/121013/mas 18 1 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 can be found in Table 1. 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. Most of the area immediately adjacent to the location of the proposed residence expansion, shed, deck and stairs is grassy lawn. The three areas designated for additional plantings include: ' • Planting Area A is a 20 foot by 80 foot area adjacent to and landward of the existing concrete bulkhead and the beach. The area is presently covered by low-cut mixed grasses and forbs (lawn). This ' area should be planted with the mix of shrubs and ground cover found in Table 1. Plants may be clustered so as to leave pathways to the seawall. ' • Planting Area B is an approximately a 20 foot by 40 foot hillside area that will be planted around and behind the present location of the shed and stairs. This area is presently vegetated by non-native, invasive species (ivy and Himalayan blackberry). These invasive plants should be removed to the extent possible and new plants ' planted to allow covering this area with a mix of selected low shrubs and groundcover (Table 1). These plants should be planted thickly in an effort to crowd out the invasives. • Planting area C will be a 30 foot by 40 foot area between the main house and the ADU. This area will include planting of trees, shrubs and groundcover to enhance the buffer zone. 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. ' Soils on the Site are mostly gravelly barns and loamy sands which are generally 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. WW1295OIdGardinerRdHMP/121013/mas 19 I M I _M O O -- .�"': N N s li ii c c ig 11 §111 RS 0 r v Y wyi I O�Y I- - f n Ai I )1 / 7 '‘ I 11 s '42 , Lii ' V 0 , ii/ / x k ® y S I isikA■ ) I 7 kt i ' / / At* i I , co =� yM I'� M, ? „ I ill I co gi co _II, 1j i } 1 j I q� ■ U I / lti j 3- a 1 yy j I o,. 06 F ',,, \\ xi; i.ff / ‘ , ' g .. 1g CU Q \TN, If il / r-- .,..---r---, .'- N I , J/ X CL ----1-,.. Y / Al! : O on 11 qqq 111 si co 1 1 t [I1 ro- �' ♦ W N iii CO ( j \ 1 V '~CO 11 I /1 N; /// jjrzz Q ct O ca i ct: i-■roc .., . .„ L I \ \\ \ , I V' I — xi VQZ co \I • \ i N J 2\'',N.Vir''N IP' ‘ .°MI •;t ---) I ' ---"IF '�1 I Q F php -,, co Al I g r�� i 1 I �j,�13S i N Q i iii 'a� Q a ,- a, r `— 7-7%. -A 11 i % \�/ 1 EL- la , I \ I 1 ti I iii �1 i . N. I � I I ITABLE 1. LIST OF NATIVE PLANTS FOR BUFFER MITIGATION AND ENHANCEMENT I ILocation S•ecies Scientific Name Number Size A Beach sand-s•ur Spe•ularia macrotheca 20 1 .allon IA Coastal strawber Fra•aria chiloensis 25 4" •of A Yellow sand-verbena Abronia latifolia 20 1 •allon A Yerba buena Sature a dou•lasii 20 1 •allon .` ,�..:« '�....�:.......:... yam. S? �« rE ,,..,r:- .., '� e,.. Hes . ..� ,- 1 B Salal Gaultheria shallon 20 1 •allon B Kinnikinni Arctostaph los uva-ursi 40 1 •allon I B Common .uni•er Juniperus communis 15 1 •allon B Vine Ma•le Acer circinatum 15 1 •allon B Red Elderber Sambucus racemosa L 10 1 •allon IB Oceans•ra Holodiscus discolor 10 1 •allon C Western red cedar Thu"a •licata 5 5 •allon IC Deer fern Blechnum spicant 20 1 •allon C Indian •lum Oemlena cerasiformis 2 1 •allon Oceans•ra Holodiscus discolor 3 1 •allon IC C Ore•on 'rase Mahonia nervosa 10 1 •allon C S•eedwell Veronica ser• Ilifolia 20 1 •allon I C Sword fern Pol stichum munitum 10 1 •allon I I 1 I I I I >,.;r;=_,.,_,3. '.e'', ,x,£:.,.�, Ma E�� f✓ ...k.,:�,s,�,.,,�„��.c.«z•. ,•v ,',.3,,.;_.£k' -`.,, .i'.:u:.,..__,.,,,E�° ,,.,.....'�. �.��..,.,^,.�.:s rt”: 'lam[.°... ;3 .._s^ �" WW1295OIdGardinerRdHMP/121013/mas 21 I 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. Large trees, where recommended should be placed on 10- foot centers. Small trees will be placed on eight-foot centers (oceanspray and Indian plum) and shrubs will be planted on six-foot centers or less. Staggering of plants, 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. 1 I I 1 VWV12950IdGardinerRdHMP/121013/mas 22 5.0 CONCLUSIONS AND RECOMMENDATIONS ' 5.1 CONCLUSIONS The property presently contains an existing home and deck, stairs leading from the ' and to the lower g yard er driveway area, an Accessory Dwelling Unit, and an existing shed. The residence will be expanded by constructing a 900 square foot addition on the footprint of an existing patio adjacent to the side of the existing residence (but not closer to the water than the present front of the house). A two car garage will be built behind the residence. The property owner also intends to place a new septic system on the property and remove the current septic system. 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 and the septic system work will take place outside of the buffer zone. 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 include a silt fence and other standard measures and ' will be used during construction to minimize sheet and rill erosion. A Planting Plan (See Figure 7 and Table 1) will be implemented to provide additional vegetation adjacent to the shoreline, near the ADU and behind the existing house, including removal of a significant growth of invasive, non-native plants. This report and associated Habitat Management Plan meets the intent of ' RCW36.70A.480 ensuring "No Net Loss of Shoreline Ecological Function" due to the Mitigation proposed, and applicable Jefferson County Codes. 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 should be emplaced prior to construction and should be left in place ' throughout construction. Additional 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 report and the Contingency Plan implemented in the event that plant survival in the revegetated areas falls below 90 percent. VWV12950IdGardinerRdHMP/121013/mas 23 Property owners should refrain from the use of pesticides or additional nutrients on prtY p 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. I I 1 1 1 1 VWV12950IdGardinerRdHMP/121013/mas 24 I 6.0 REFERENCES Creative Design Solutions. 2013. Unpublished Site Plan for 5831 Old Gardiner p Road, Jefferson County, Washington. Port Angeles, Washington. ' Jefferson County. 2013. Online Map Database. htt ://www.co.jefferson.wa.us/. tY p p 1 Jefferson County, Washington. ' Jefferson County. 2009. Jefferson County Critical Areas Code. Title 18.22 JCC. Y Department of Community Development. Port Townsend, Washington. Google Earth. 2013. Online mapping software. www.googleearth.com. Imagery date July 5, 2013. Europa Technologies. 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://websoilsurvey.nres.usda.gov/app/HomePage.htm Pojar, J. and A. MacKinnon. 1994 (reprinted 2004). Plants of the Pacific Northwest Coast. Lone Pine Publishing Company. Redmond, Washington. ' Revised Code of Washington. 2013. RCW36.70A.480. Shoreline of the State. http://apps/leg.wa.gov/rcw/default.aspix?cite=3670A.480. ' Taylor, R. 1995. Northwest Weeds. Mountain Press Publishing Company. Missoula Montana. Wegner, S. 1999. A Review of the Scientific Literature on Riparian Buffer Width, Extent and Vegetation. Athens, Georgia: Institute of Ecology, University of Georgia. 1 WWI 2950IdGardinerRdHMP/121013/mas 25 1 1 APPENDICES 1 1 1 1 1 1 WW1295OIdGardinerRdHMP/121013/mas 26 1 1 1 APPENDIX A SITE PHOTOGRAPHS 1 1 1 1 WW1295OIdGardinerRdHMP.APPA/121013/mas A-1 I I ._ ,xr¢ " a� r aar tw :::::.At 1 G ,� ♦t../t>?-4.0,) lilt I J n. r � r.< I ✓yrc*j ,t.r ` Y s y t r - X,_ � 4d`r'�,S.-? "�' '�' ,�,, � � " .�:' !':� -'� .ae . y� 2�Gs� 'r'Y��>.' 3ti', sa'i �t."F. ,. 1) Existing house. I I ..4,*:, ...:,1 I i .,ems -,. L.e .�v11� �. • te A ...:*s. y•. Y. X x 4 � Proposed 900 square e foot expansion area. WW 1295OIdGardinerRdHMP.APPA/121013/mas A-2 I I ;, .."4:6- r ,: yet ,, r 7 f y_ rev '+,� i4 k ,. l w z, .. ''.w . - «.,I ..'°. - '' _• 3) North end of property and Accessory Dwelling Unit (ADU). , ,•, I '-, ' , ' i.1i;4. , :451?:,-,;.: I ....1.0„,..*,, , , ,, 'r " ' .,,moo ..•.....„.... - .... . .... .....,, _ I mi....._ .....0 _ ,tee A .. ..._ R 1 ,, ',\i I.'e .' A,4t*, ;,- --....-1,7- • ._ _._ :,..,-,:::;,---,..:_i•,,,------ __,-...-,-.-_-,-.----....„_....: --._. ---. - I ► - - ..,..,. ,, . _. ___. _ ____ ____ • C / p. i�",4,Ai .w ,-.- - %. »T+t•„ 3 .s ". ,� � �'ht ti 'i'.4'2..�•w •-Zvi .' yap,r? '",N6 a �':0, 3 . ''''T'7' ♦ v ■ $q kir .. I ' 4) South end of property. IWW1295OIdGardinerRdHMP.APPA/121013/mas A-3 I X,."` : l.4a g' Y { e, 't. s c ; w oa, 5) Potential garage area (above stairs). I _ - ; - xo ....,,-7,,..., i-"s q x s it " J� !t Y >-‘,...Its44",'''' ?:-:,t-re,',V11,1, 1,!t;:1*-, '''% x wv ! „,,,,:-6.--A 1 yw ro s .o. . till..f'ci+ * ti � �"-1,-1-,,t,"'' , ::'� , •3�r; rc n f / �L�� �p o, Qi ,z.�r :„w Y`� ��4 xd�,,� AG' . .. a a . A,-,. � t � '4k f` ,*Si . 59a ym ,4. '7 ,./i,'"2-,, ; > � J ; ay� a S + j :V , y , .h"t jii ,: � n ., l ,,,. , r.c, 4t a� 8-.s'-: - ' '.. 1 .t "`« `r: y a'.� 'o ” y �n e a "yi I6) Invasive plants to be removed and existing shed. IVWV1295OIdGardinerRdHMP.APPA/121013/mas A-4 1 1 1 1 1 ' APPENDIX B DETAILED SITE PLAN I WW1295OIdGardinerRdHMP/121013/mas B-1 I try I ....----- -----,, .?7i gi ii. =ill I 7 —,.. "-\ 6 z1 CT)I I! Ull j >A li gg VA \x I i>< , z W CC 1 lR p p atal'f3'W 4 0 :. IN g� 1 2,,..7 I r---, ti „a.s+ e 13 3 W I it I ; I I i ! c.k Lac' I i I �} i I i L1 it I 'lit/ J' / �- I/r I J!J. til ril I . ; " ta %-.. $ u1i I liars t+7 1 t to f� — n.di ( t CN iii.si\1 —1 r —'his' 1 111 % S 0 1 ' Y ii `$ I` % i `.. l li .. 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C/mo�rr^^C.) `\ � v7� - � —" \ 1 \ ti: d�� S Sf��� !... � � It pil 'illi.—.—I Rr'. 1 • - SEP14-00034 SEWAGE DISPOSAL PERMIT FILE SHEET Review Type: Jefferson County Public Health 615 Sheridan Street, Port Townsend WA 98368 (360) 385-9444 NA -, (-1` PERMIT#: SEP14-00034 Date Received: 03/20/2014 SITE ADDRESS: 55831 OLD GARDINER RD Revised Date: PORT TOWNSEND, WA 98368 APPLICANT: JEFFREYA HEISTAND PHONE: KARI C HEISTAND 5831 OLD GARDINER RD PORT TOWNSEND WA 983689779 SUBDIVISION: OLSEN SHORT PLAT#2 BLOCK: LOT: PARCEL: 902133011 Section: 13 Township: 29N Range: 02 W Legal Description: OLSEN SHORT PLAT#2 LOT 2&RR 1 INTERESTED PARTY: DESIGNER: MIKE DEENEY PHONE: (800)395-7296 CREATIVE DESIGN SOLUTIONS PO BOX 2787 PORT ANGELES WA 98362 SYSTEM DESCRIPTION: 160-SAND LINED BED TYPE OF WORK: EXP TYPE OF USE: RESA ADDITIONAL WORK: NONE Type Amount Paid By Date Receipt Expansion $418.00 SAR 3/20/2014 147641 Total: $418.00 Parcel Tags; Description Notes Updated 1.) WSRC Coaching -SMP August 16, 2013 2.) WSRC Coaching -CAO August 16, 2013 3.) WSRC Coaching -CAO August 19, 2013 4.) WSRC Coaching -Other CUA August 22, 2013 5.) WSRC Coaching -Other 2012-07-19, CZ August 26, 2013 6.) WSRC Coaching - Other 2011-07-19, SG August 28, 2013 �¢gON c.� k� , JEFFERSON COUNTY w DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street • Port Townsend • Washington 98368 S NG4 O 360/379-4450 ^' 360/379-4451 Fax CRITICAL AREAS What are critical areas? Critical areas include all of the following: aquifer recharge areas, frequently flooded areas, geologically hazardous areas, fish and wildlife habitat conservation areas(FWHCAs), and wetlands. These areas are regulated in Jefferson County (as required under the Growth Management Act) so that the natural environment can be preserved and human health and safety can be protected. Of the five critical areas listed above, FWHCAs and wetlands have buffers to help protect the functions and values that these resources provide. -. What is a buffer? A buffer is the area immediately adjacent to a FWHCA or a wetland, and the width of the buffer is based on specifications listed in Chapter 18.22 of the Jefferson County Code(JCC). Jefferson County Code requires that development avoid critical areas and associated buffers if possible. If development cannot be designed to avoid these resources, then development impacts are to be minimized to the extent possible and mitigation shall be provided. How can a standard buffer or critical area be adjusted to allow for development? If a proposed project cannot avoid a critical area buffer, there are four ways that may be used to approve an application: 1. Administrative Buffer Reduction. An administrative reduction can be used to reduce or average the prescriptive buffer widths for FWHCAs and wetlands, assuming the buffer width reduction does not exceed 25% of the prescribed buffer width. The prescribed buffer widths for FWHCAs are specified in Tables 18.22.270(1) and 18.22.270(2) of the Jefferson County Code, while the prescribed buffer widths for wetlands are presented in Tables 18.22.330(1)through 18.22.330(3). A Habitat Management Plan or a Mitigation Plan would be required by Jefferson County as part of project permitting. 2. Critical Areas Stewardship Plan (CASP). A CASP may be used to reduce or average buffers. This process is an alternative to the Administrative Buffer Reduction described above, and additional information about CASPs can be found on the other side of this sheet. 3. Reasonable Economic Use Variance (REUV). A REUV could be used if a proposed development impacts a FWHCA or a wetland. To approve an REUV, a Habitat Management Plan or Mitigation Plan would be required by Jefferson County. The proposal would need to meet the criteria in 18.22.090. A REUV is a type III process requiring a pre-application conference. The hearing examiner shall conduct a public hearing on the variance request and make a final decision. 4. Compensatory mitigation for wetlands is allowed when meeting the criteria in 18.22.350 of the Jefferson County Code. How do I know if there is a critical area on my property? Jefferson County has mapping that indicates the potential locations of critical areas within the County. If you know your parcel number and you have computer access, you can view the critical areas that have been mapped in the vicinity of your property. The following link can be used to view County mapping: http://www.co.jefferson.wa.us/; click on the 'Maps' tab; then click on 'Critical Areas'; then enter your parcel number in the lower left corner and click on 'Go'. Note that Jefferson County mapping can only indicate if a critical area has the potential to occur on your property, and an evaluation by a qualified professional may be needed for permitting. REV. 11/28/2012 1 CRITICAL AREAS STEWARDSHIP PLAN (CASP) What is a CASP? A Critical Areas Stewardship Plan, or CASP, is a way for an applicant to reduce a fish and wildlife habitat conservation area (FWHCA) buffer or a wetland buffer. A CASP is a report that is prepared based on site-specific conditions and is used for permitting of residential development. The intent of a CASP is to include property owners in decisions that affect their property while still protecting the functions and values of critical areas on and in the vicinity of their property. When can a CASP be used? An applicant may be able to submit a CASP for permitting if the proposed project cannot avoid a FWHCA buffer or a wetland buffer, and if all of the following are met: • The applicant is proposing residential development; • The property is 1/4 acre (10,890 square feet) or larger; • The CASP is being used only for FWHCAs or Wetlands(Category II, III, and IV wetlands and Category I wetland buffers, but not Category I wetlands); • The fill materials used for development will be placed outside the FWHCA or wetland; and • The CASP provides equal or greater protection of critical area functions and values than that provided by the prescriptive buffer width. CASP requirements are specified in Article IX of the Jefferson County Code (JCC), which includes JCC 18.22.460 through JCC 18.22.550. These sections of the JCC state what needs be included in a CASP for permitting purposes. How do I know if a CASP will work for my property? If you think a CASP may be applicable to your project, you may request an on-site meeting with Jefferson County staff to discuss the CASP process in greater detail. To request an on-site meeting, complete a CASP Pre-Application Conference Form Request and submit it to Jefferson County Department of Community Development along with the pre-application fee. Be sure to fill out both sides of the form and attach a conceptual site plan showing your proposal. It is suggested that you invite your project biologist to attend the meeting as well. How do I apply for a CASP? To apply for a CASP, the following needs to be submitted to Jefferson County Department of Community Development: • A Master Permit Application (check the Critical Areas Stewardship Plan box); • A CASP report that addresses JCC 18.22.461 through JCC 18.22.530; and • A check for the CASP review fee. More Questions? If you have any questions about critical area permitting, contact the Jefferson County Planner of the Day at 360-379-4450. REV. 11/28/2012 2 -,¢ � Date 3 -i9 Additional Information Routing Sheet REQUIRED-check at least one item in section#1 and#2 \ITS #1 This is being submitted for the following reason #2 Submitted for the following Application/s or Case #of Copies Redesign/Revision X, .' Septic Case(SEP) 3 Technical Assistance(1 copy) Building permit(BLD) 7* Record Drawing(1 copy) SPAAD 4* Monitoring Inspection Site Plan(1 copy) Subdivision(includes BLA) 7* Renewal Other-state case type 7* Other(provide detail) *If Submittal is larger than 11"X 17"submit 4 copies of those sheets Requested by JC Staff Randy Marx Submitted by: Michael Deeney,Creative Design Solutions, Inc. Phone 800-395-7296 - X Check included? $418 expansion fee&$532 shoreline exemption fee Regarding: Parcel Number 902133011 414,9 Address 5831 Old Gardiner Rd., Port Townsend,WA 98368 2(1 / Case Number SEP 87-00231 Case Number BLD 91-00265 Other Case Number/s Comment: The purpose of this permit is to expand the existing 2 bedroom septic system(approved and installed under SEP87-00231)to 6 bedrooms along with resolving the un-permitted sewage pump basin serving the existing ADU as noted in SOM87-00231. A new Sewage Lift Basin Detail is included, however, this will only be used if it is determined that gravity flow cannot be achieved from the ADU to the new 1,000 gallon septic tank. If the new Sewage Lift Basin is required then it will be mandatory for the sewer line to tie into the existing gravity sewer line from the existing residence to the existing 1,150 gallon septic tank. Jefferson County Department of Community Development 621 Sheridan St., Port Townsend WA 98368, (360)379-4450 SEPTIC PERMIT APPLICATION� PROPERTY OWNER Jeffrey Heistand i' 'Q MAILING ADDRESS 5831 Old Gardiner Rd. cOl Port Townsend,WA 98368 PHONE (360)621 -9475 SYSTEM DESIGNER: Michael S. Deeney Designer Phone#: ( 800 ) 395-7296 LEGAL DESCRIPTION: Section 13 Township 29 Range 2W PARCEL#902133011 Subdivision Name D ivision Block Lot(s) Site address/Directions to site 5831 Old Gardiner Rd., Port Townsend,WA 98368 SOURCE OF SEWAGE/USE TYPE OF WORK WATER SOURCE Residential X New Tanks(s)only Private Residential ADU Modification Public X Commercial Expansion X Community Upgrade Repair SITE SIZE 1.1 acres SYSTEM TYPE Partial Repair-(tank) (drainfield) Previous Evaluation Conventional Designate Reserve Area Yes#SEP87-231 Alternative X Redesign No SYSTEM DETAILS Number of Gallons/day 720 Soil type 3 (attach soil eval.) Application Rate 0.8 galisq.ft./day Drainfield Length 120 ft. Drainfield Width 7.5 ft. Drainfield Depth 45 to 57 in. Septic Tank size 1,150 existing+1,000 new gal. Pump Chamber size 1,500 gal. TYPE OF SYSTEM Sand-Lined Pressure Distribution Bed 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 sole purpose of application review and any required later inspections. Staff's access and right of entry will 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 appeal. Appeals shall be submitted to the Health Division in writing within fifteen days after receiving written notice of the 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 an other County approvals. For example, it DOES NOT GUARANTEE that you will later obtain •- ission to build a permanent residence or other structure on this parcel. Any future appli tio• /I •f e separately judged by the rules and laws in effect t t at time. zr Air Property Owner Signature Date FOR OFFICE USE ONLY PARTIAL ASBUILT FINAL APPROVED INSP/PUMP TEST PUD ALL HOLD REQ. MET Date 3l Lail LI Fee LI�g �� Rec# I y 710 y i Check# b S 6 Case#SEP 1 4 O,�7 9 Assessor Detail Building#2 Page 1 of 2 'c Jefferson County 1(d 1+11' } , : Home . County Info Departments . Search Assessor Detail Building #2 Parcel Number: 902133011 Building Number Year Built Year Remodeled 2 0 1991 Building Exterior Building Area Building Interior Building Type: CABIN 1st Floor Area: 364 Int. Walls (Cabin): Building Style: 1.5 STY (FIN) 2nd Floor Area: 324 Heat: ELECTRIC BB/WALL Foundation:POST&BLOCK/PIERS 3rd Floor Area: 0 Exterior: SIDING/STUCCO (LAP) Loft Area: 0 Floor Cover(1): VINYL Roof Cover:WOOD SHINGLE Attic Area: 0 Floor Cover(2): CARPET Total Area: 688 Basement Area: 0 Building Rooms Mobile Home Garage Bedrooms: 1 Make: Type: Full Baths: 1 Model: Area: 0 Half Baths: 0 Length: 0 Exterior: Width: 0 Roof: Year Built:0 Carport Square Footage: 0 Skirting: Area: 0 1st Addition 2nd Addition Type: Type: Area: 0 Area: 0 Year Built: 0 Year Built: 0 Exterior: Exterior: Roof: Roof: To view another building associated with this parcel. Select building : 1 2 3 ' Jefferson County HOME I COUNTY INFO I DEPARTMENTS I SEARCH Best viewed with Microsoft Internet Explorer 6.0 or later 0 Windows- Mac http://www.co.j efferson.wa.us/assessors/parcel/AssessorDetailBld2.asp?Parcel_NO=90213... 3/31/2014 Assessor Detail Building#1 Page 1 of 1 i rf� Jefferson County Nome :i County Info :Departments :• Search Assessor Detail Building #1 Parcel Number: 902133011 Building Number Year Built Year Remodeled 1 1989 0 Building Exterior Building Area Building Interior Building Type: HOUSE 1st Floor Area: 1156 Int. Walls (Cabin): Building Style: 1.5 STY(FIN) 2nd Floor Area: 612 Heat: ELECTRIC BB/WALL Foundation:CONCRETE PERIM. 3rd Floor Area: 0 WOOD STOVE Exterior: SIDING/STUCCO(LAP) Loft Area: 72 Floor Cover(1): Roof Cover:WOOD SHAKE Attic Area: 0 Floor Cover(2): Total Area: 1768 Basement Area: 0 Building Rooms Mobile Home Garage Bedrooms: 2 Make: Type: Full Baths: 2 Model: Area: 0 Half Baths: 1 Length: 0 Exterior: Width: 0 Roof: Year Built:0 Carport Square Footage: 0 Skirting: Area: 0 1st Addition 2nd Addition Type: Shed Type: Area: 192 Area: 0 Year Built: 1991 Year Built: 0 Exterior: Siding/Stucco (Lap) Exterior: Roof: Wood Shake Roof: To view another building associated with this parcel. Select building : 1 2 3 EN Jefferson County HOME I COUNTY INFO I DEPARTMENTS I SEARCH Best viewed with Microsoft Internet Explorer 6.0 or later Windows- Mac http://www.co.j efferson.wa.us/assessors/parcel/assessordetail.asp?Parcel_NO=902133011 3/31/2014 (..!ci- ON. cc� �, JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT fr , . 621 Sheridan Street • Port Townsend • Washington 98368 `4S NO)- 360/379-4450 ^' 360/379-4451 Fax CRITICAL AREAS What are critical areas? Critical areas include all of the following: aquifer recharge areas, frequently flooded areas, geologically hazardous areas, fish and wildlife habitat conservation areas (FWHCAs), and wetlands. These areas are regulated in Jefferson County (as required under the Growth Management Act) so that the natural environment can be preserved and human health and safety can be protected. Of the five critical areas listed above, FWHCAs and wetlands have buffers to help protect the functions and values that these resources provide. - What is a buffer? A buffer is the area immediately adjacent to a FWHCA or a wetland, and the width of the buffer is based on specifications listed in Chapter 18.22 of the Jefferson County Code (JCC). Jefferson County Code requires that development avoid critical areas and associated buffers if possible. If development cannot be designed to avoid these resources, then development impacts are to be minimized to the extent possible and mitigation shall be provided. How can a standard buffer or critical area be adjusted to allow for development? If a proposed project cannot avoid a critical area buffer, there are four ways that may be used to approve an application: 1. Administrative Buffer Reduction. An administrative reduction can be used to reduce or average the prescriptive buffer widths for FWHCAs and wetlands, assuming the buffer width reduction does not exceed 25% of the prescribed buffer width. The prescribed buffer widths for FWHCAs are specified in Tables 18.22.270(1) and 18.22.270(2) of the Jefferson County Code, while the prescribed buffer widths for wetlands are presented in Tables 18.22.330(1)through 18.22.330(3). A Habitat Management Plan or a Mitigation Plan would be required by Jefferson County as part of project permitting. 2. Critical Areas Stewardship Plan (GASP). A GASP may be used to reduce or average buffers. This process is an alternative to the Administrative Buffer Reduction described above, and additional information about CASPs can be found on the other side of this sheet. 3. Reasonable Economic Use Variance (REUV). A REUV could be used if a proposed development impacts a FWHCA or a wetland. To approve an REUV, a Habitat Management Plan or Mitigation Plan would be required by Jefferson County. The proposal would need to meet the criteria in 18.22.090. A REUV is a type III process requiring a pre-application conference. The hearing examiner shall conduct a public hearing on the variance request and make a final decision. 4. Compensatory mitigation for wetlands is allowed when meeting the criteria in 18.22.350 of the Jefferson County Code. How do I know if there is a critical area on my property? Jefferson County has mapping that indicates the potential locations of critical areas within the County. If you know your parcel number and you have computer access, you can view the critical areas that have been mapped in the vicinity of your property. The following link can be used to view County mapping: http://www.co.jefferson.wa.us/; click on the 'Maps' tab; then click on 'Critical Areas'; then enter your parcel number in the lower left corner and click on 'Go'. Note that Jefferson County mapping can only indicate if a critical area has the potential to occur on your property, and an evaluation by a qualified professional may be needed for permitting. REV. 11/28/2012 1 CRITICAL AREAS STEWARDSHIP PLAN (CASP) What is a CASP? A Critical Areas Stewardship Plan, or CASP, is a way for an applicant to reduce a fish and wildlife habitat conservation area (FWHCA) buffer or a wetland buffer. A CASP is a report that is prepared based on site-specific conditions and is used for permitting of residential development. The intent of a GASP is to include property owners in decisions that affect their property while still protecting the functions and values of critical areas on and in the vicinity of their property. When can a CASP be used? An applicant may be able to submit a CASP for permitting if the proposed project cannot avoid a FWHCA buffer or a wetland buffer, and if all of the following are met: • The applicant is proposing residential development; • The property is 1/4 acre (10,890 square feet) or larger; • The GASP is being used only for FWHCAs or Wetlands(Category II, Ill, and IV wetlands and Category I wetland buffers, but not Category I wetlands); • The fill materials used for development will be placed outside the FWHCA or wetland; and • The GASP provides equal or greater protection of critical area functions and values than that provided by the prescriptive buffer width. GASP requirements are specified in Article IX of the Jefferson County Code (JCC), which includes JCC 18.22.460 through JCC 18.22.550. These sections of the JCC state what needs be included in a GASP for permitting purposes. How do I know if a CASP will work for my property? If you think a GASP may be applicable to your project, you may request an on-site meeting with Jefferson County staff to discuss the GASP process in greater detail. To request an on-site meeting, complete a GASP Pre-Application Conference Form Request and submit it to Jefferson County Department of Community Development along with the pre-application fee. Be sure to fill out both sides of the form and attach a conceptual site plan showing your proposal. It is suggested that you invite your project biologist to attend the meeting as well. How do 1 apply fora CASP? To apply for a GASP, the following needs to be submitted to Jefferson County Department of Community Development: • A Master Permit Application (check the Critical Areas Stewardship Plan box); • A GASP report that addresses JCC 18.22.461 through JCC 18.22.530; and • A check for the GASP review fee. More Questions? 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Mon A•r 14 09:01:39 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 4/14/2014 Parcel Details Page 1 of 2 Jefferson County Home County Info Departments Search Parcel Number: 902133011 I SEARCH I Parcel Number: 902133011 Printer Friendly Owner Mailing Address: JEFFREY HEISTAND KARI C HEISTAND 5831 OLD GARDINER RD PORT TOWNSEND WA983689779 Site Address: 5831 OLD GARDINER RD PORT TOWNSEND 98368 Section: 13 School District: Port Townsend (50) Qtr Section: SE1/4 Fire Dist: Gardiner (5) Township: 29N Tax Status: Taxable Range: 2W Tax Code: 151 Planning area: Discovery Bay (5) Sub Division: OLSEN SHORT PLAT #2 Assessor's Land Use Code: 1100 - HOUSES (single units, non-farm) Property Description: OLSEN SHORT PLAT #2 I LOT 2 & RR 1 I I l Click on photo for larger image. • , Permit Data Assessor Bldg Data Map Parcel Plats&Survey Tax,A/V, Sales Info Septic Monitoring Info Jefferson County HOME I COUNTY INFO I DEPARTMENTS I SEARCH Best viewed with Microsoft Internet Explorer 6.0 or later Windows - Mac http://www.co.j efferson.wa.us/assessors/parcel/parceldetail.asp?Parcel_N0=902133011 12/18/2013 " UDC CONSISTENCY REVIEW Project Planner: Master#MLA13-00155 Review Type Project Description 4OENN` 0 005 SPAAD Primary: JI FREY A NEISTAND Site Address: KARI C HEISTAND 5831 OLD GARDINER RD 5831 OLD GARDINER RD PORT TOWNSEND WA, 98368 PORT TOWNSEND WA 98368-9779 Project Location: Parcel Number: 902 133 011 Site Address: 5831 Old Gardiner Rd Port Townsend S-T-R: 13 29N 2W Parcel Number: 902133011 S-T-R: 13-29N-02W Total Acreage Legal Description OLSEN SHORT PLAT#2 LOT 2&RR 1 Land Use: 1100 Flood District: Fire District: 5 Planning Area: 5 Flood Map(FIRM)Panel No: .chool D 50 Zoning: l : 5 COMP PLAN DESIGNATION: COMMUNITY PLAN: UGA: UGA Trans [ ] Plot plan states "property line" [ ] Assessor's Map(Property lines on submitted plot plan must match the property lines as identified on the Assessor's 1/4 map) [ J Legal Access to Property YES NO [ ] Parcel Tags or Scanned Documents YES NO [ ] ESA's: Special Reports Nearby YES NO [ ] Designated Ag YES N _- [ ] Shoreline Designation: NO ',,+/A 1 I,j F trn Q [ ] Shoreline Slope Stability: las NO IL/K2, t�� 4,-! ,,,,A t--r 6-6z___, r--, '' , 11111r* Stream Type: EE NO ape g i4pe S 0170-&-t`.5.-, FWHCA: B NO i'Vl6 r-i"i)e j, ar, a, Wetlands: YES NO O `1_q-i Rare Plants:YES N� �-��'� v+- �)Sew ►f'eQSQmn�f Seismic: E ) NO wt. Landslide: YES ND-- S COvV' (b) Se Flood: YES Nf1— r,� autt / J- Erosion: YES NO Cc� (rre d Aquifer Recharge Area: . NO,)J,( ,ei , 0 ) r i,. SIPZ: none At Risk High Risk ` aastal lam/ DUQ) n CMZ: on High Risk Moderate RiskDisconnected CMZ ® Icy I" sett ,� -}0 io. Stormwater site plan submitted: YesNo 0, e 1' e--PAL - Luded [ ] Forest Lands: YES Np— C- s-I Adjoining Forest Lands: Commercial/ �+5))),n f(?J'yy) �[ ] Mineral Lands: YES N�c • w v�' J /�1brn i ki [ ] Agricultural Lands: YES N� /D 6 ')j 0, ,4 [ ] Archaeology: YES ■9 [ ] No Shooting Zone: YES N2 [ ] Stormwater: New Impervious Surface Land Disturbing Activity ESA's Stormwater Req's:Min Req#2 Min Req#1 thru#5 Min Req#1 thru#10 Engineering [ ] Notice Provisions/Disclosure:AjrpQrt YES NO MRL YES NO Forest Lands YES NO [ ] Landscaping Required: Yes 1'N6 [ ] Parking Spaces Re ' ed NO (2 Other I 1 Building Height: UBC Standard [ ] Impervious Surface coverage percentage: Resource Lands&Public: 10% Rural Residential: 25% Rural Industrial: Per UDC Sec 6.7 Rural Commercial: 60% Area of Building Coverage:60%in Rural Industrial Lands only [ ] 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 [ ] Setbacks: Front: ' Left Side: . ' Right Side: ' Rear: 30 Shoreline Setback: LSHA Setback: [ ] Road Classification: Road Approach: EXISTING NOT REQ'D RAP [ ] SEPA Required: YES EX [ ] Flood Certificate: [ ] Existing Case(s)&Condition(s): L2J Violations: Yes 19.— [ ] Recorded Date of Subdivision: AFN Over 5yrs=UDC Plat Conditions: <5yrs=Plat Conditions on plat or Old Ordinance [ ] Lots/Require Declaration of Restrictive Covenant lO, submitted: YES NO [ ] UGA No Protest Agreement YES NQ!submitted: YES NO [ ] Site Visit conducted YES NO [ ] Require Final Zoning Approval YES NO [ ] ADMIN: Setbacks entered in Permit Plan case N/A YES New Parcel Tags entered in Permit Plan N/A YES Special Reports Scanned N/A YES Title Notes Updated Parcel tags found for parcel 902133011 1.) WSRC Coaching- 8/16/13 SMP Parcel tags found for parcel 902133011 2.) WSRC Coaching- 8/16/13 CAO Parcel tags found for parcel 902133011 3.) WSRC Coaching- 8/19/13 CAO Parcel tags found for parcel 902133011 4.) WSRC Coaching- CUA 8/22/13 Other Parcel tags found for parcel 902133011 5.) WSRC Coaching- 2012-07-19,CZ 8/26/13 Other Parcel tags found for parcel 902133011 6.) WSRC Coaching- 2011-07-19,SG 8/28/13 Other A42J/4-11.t.r.S4o- ) , tK � ` l` Q_ osp - '1 C t7.) o y„,,1/41 ,7,,,ia,fdr\j/6/1) frep,„ Associated CASES status issued finaled description 902133011 BLD13-00338 F 10/24/2013 11/26/2013 INSTALL DUCTLESS HEAT PUMP SYSTEM COM97-00042 F 12/2/1998 Structure has been connected to residence. BLD91-00265 F 5/6/1991 storage shed PRE01-00014 M 5/16/2001 Construct a new concrete bulkhead landward of the existing bulkhead. After the new concrete bulkhead is complete,the existing timber bulkhead would be removed. MLA01-00259 SDP01-00019 F 8/17/2001 SHORELINE PERMIT EXEMPTION to replace failing, • creosote-coated timber bulkhead with concrete bulkhead landward. The Washington Department of Fish and Wildlife will require Hydraulic Project Approval for this project. This approval notice is to be considered a concurrent Determination of Non-Significance under the State Environemental Policy Act. MLA02-00236 SDP02-00023 F 4/30/2002 SHORELINE PERMIT EXEMPTION to replace failing, creosote-coated timber bulkhead with concrete bulkhead landward. The Washington Department of Fish and Wildlife will require Hydraulic Project Approval for this project. This approval notice is to be considered a concurrent Determination of Non-Significance under the State Environemental Policy Act. MLA13-00155 ZON13-00053 P SPAAD SEP87-00231 F 4/19/1999 S0M87-00231 VIO 8/21/2013