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HomeMy WebLinkAboutSDP2013-00015 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT UNIFIED DEVELOPMENT CODE TYPE I LAND USE PERMIT SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT EXEMPTION WASHINGTON STATE SHORELINE MANAGEMENT ACT(RCW 90.58) PROPONENT: CHARLES R LAW ROSEMARY LAW 820 CADY RD CONDO B306 EVERETT WA 98203-5079 DATE ISSUED: July 31, 2015 DATE EXPIRES: July 31, 2016 MLA NUMBER: MLA13-00050 CASE NUMBER:SDP13-00015 PROJECT PLANNER: Anna Bausher PROJECT DESCRIPTION: SHORELINE PERMIT EXEMPTION FOR A NEW SINGLE-FAMILY RESIDENCE WITH DECK AND ATTACHED GARAGE FLOOD DEVELOPMENT PERMIT WATERBODY AND/OR ASSOCIATED WETLANDS: OAK BAY PROJECT LOCATION: Parcel Number 962 700 108, Nason Short Plat .83 Ac, Lot 2, Section 7, Township 29, Range 01 East, WM, Located on Portage Way, Port Hadlock, WA 98339 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.) This shoreline exemption permit approval is vested under a SPAAD: MLA05-00737. This SPAAD is vested under the Shoreline Management Master Program adopted March 7, 1989. 3.) The application was reviewed by the Jefferson County Department of Community Development staff on December 17, 2014 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: Brant Wintering Areas, Dabbler Wintering Areas, Coastal Salt Marshes Salt Meadows and Brackish Marshes, Oak Bay Shorebird Foraging, Seismic Hazard Area, Frequesntly Flooded Area, Susceptible Aquifer Recharge Area, Coastal Seawater Intrusion Protection Zone (SIPZ). 4.) 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. 5.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 6.) Marine shorelines and islands are susceptible to a condition that is known as seawater intrusion. Seawater intrusion is a condition in which the saltwater/freshwater interface in an aquifer moves inland so that wells drilled on upland areas cannot obtain freshwater suitable for public consumption without significant additional treatment and cost. Maintaining a stable balance in the saltwater/freshwater interface is primarily a function of the rate of aquifer recharge (primarily through rainfall) and the rate of groundwater withdrawals (primarily through wells). The Washington Department of Ecology is the agency with statutory authority to regulate groundwater withdrawal for individual wells in Jefferson County. New development, redevelopment, and land use activities on islands and in close proximity to marine shorelines in particular should be developed in such a manner to maximize aquifer recharge and maintain the saltwater/freshwater balance to the maximum extent possible by infiltrating stormwater runoff so that it recharges the aquifer. 7.) 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. 8.) A Special Report was submitted in conjunction with the application to address the Category I Wetland. A Habitat Management and Buffer Enhancement Plan prepared by GeoEngineers dated March 21, 2008 was submitted on April 3, 2008 to address the Category I wetland, wetland buffer reduction and proposed single-family residential development. A complete report is filed in MLA05-00737. 9.) Critical Aquifer Recharge Areas are defined as Seawater Intrusion Areas, and Special Aquifer Recharge Protection Areas and the following land uses located within Susceptible Aquifer Recharge Areas (1)All Industrial Land Uses (2)All Commercial Uses (3)All Rural Residential Land Uses requiring a Discretionary Use or Conditional Use Permit(4)All Rural Residential Land Uses with nonconforming uses that would otherwise require a Discretionary Use or Conditional Use Permit(5) Unsewered Planned Rural Residential Developments (6) Unsewered residential development with gross densities greater than one unit per acre. All of the above listed uses shall be subject to the applicable requirements and standards of the Jefferson County Unified Development Code. 10.) 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. 11.) The parcel has been designated as Rural Residential 1:5 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 12.) The applicant is proposing to create or add 1,740 square feet of impervious surface and 1,800 square feet of land disturbing activities. JCC 18.30.060 and 18.30.070 require your proposal comply with Minimum Requirement#2 (Construction Stormwater Pollution Prevention)of the Department of Ecology Stormwater Management Manual for Western Washington 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. 13.) 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). 14.) Among the native conifer species which may be used in buffers or for re-vegetation include, but are not limited to : Grand Fir(Aibes grandis), Sitka Spruce(Picea sitchensis), Shore Pine (Pinus contorta), Douglas Fir (Pseudotsuga menziesii), Western Red Cedar(Thuja plicata), and Western Hemlock(Tsuga heterophylla). Amoung native tree species which may be used includes: Vine Maple(Acer circinatum), Big-Leaf Maple(Acer macrophyllum), Red Alder(Alnus rubra), Pacific Madrone(Arbutus menziesii), Quaking Aspen (Populus tremula), Black Cottonwood (Populus trichocarpa), Bitter Cherry(Prunus emarginata), Oregon White Oak (Quercus garryana), Cascara (Rhamnus purshaiana), Pacific Willow(Salix lasiandra), and Scouler's Willow (Salix scouleriana). Amoung the native shrub species which may be used are: Service-Berry(Amalanchier alnoflia), Red Osier Dogwood (Cornus stoloifera) Salal (Gaultheria shallon), Ocean Spray(Holodiscus discolor), Indian Plum (Oemlaria cerasiformis), Pacific Ninebark(Physocarpus capitus), Red Flowering Currand (Ribes sanguneum), Wild Rose(Rosa nutkana), Swamp Rose(Rosa pisocarpa),Willows (Salix ssp.), Red Elderberry(Sambucus racemosa), Snowberry(Symphoricarpos albus), Evergreen Huckleberry(Vaccinium ovatum), Red Huckleberry (Vaccinium parvifolium). 15.) The Development Review Division finds that this proposal is consistent with Shoreline Master Program JCC 18.25.090(5), which exempts the"construction by an owner, lessee, or contract purchaser of a single-family residence [in shoreline jurisdiction] for the owner's or owner's family's use..."from the substantial development permit(SDP) requirements under certain provisions. Exemptions from the substantial development permit requirements do not exempt a proposed development from compliance with the applicable policies and standards of the Shoreline Master Program or other applicable Federal, State, or local permit or license requirements. 16.) This approval is for a shoreline exemption for a new single family residence with a garage 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. 17.) The revised site plan as submitted with the building application for a single family residence with a garage on November 3, 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 December 23, 2014 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 18.) Per plat condition, drywell are to be used for stormwater management. At time of plat, archeological conditions were unknown. Therefore it was determined by the administrator that splashblocks are more appropriate and will be approved to use for stormwater management. 19.) 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 the marine envrionment, 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. CONDITIONS: 1.) The proponent shall notify the Jefferson County Department of Community Development at(360) 379-4450 forty-eight(48) hours prior to commencing construction or any ground disturbing activities in order to ensure compliance with permit conditions. 2.) AN ARCHAEOLOGICAL MONITORING AND INADVERTENT DISCOVERY PLAN SHALL BE PREPARED BY A PROFESSIONAL ARCHAELOLOGIST AND BE SUBMITTED TO THE JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT FOR REVIEW BY THE WASHINGTON STATE DEPARTMENT OF ARCHAEOLOGY AND HISTORIC PRESERVATION AT LEAST TWO WEEKS PRIOR TO CONSTRUCTION. ADDITIONAL ARCHAEOLOGICAL SURVEY SHALL BE CONDUCTED FOR UTILITIES AND/OR PLACEMENT OF THE HOUSE/GARAGE OUTSIDE OF THE PREVIOUS ARCHAELOGICAL SURVEY. 3.) A PROFESSIONAL ARCHAEOLOGIST SHALL BE ONSITE FOR ALL GROUND DISTURBING ACTIVITIES AND ANY AND ALL FILL PLACEMENT. 4.) A PERMIT WILL BE REQUIRED FROM THE WASHINGTON STATE DEPARTMENT OF ARCHAEOLOGY AND HISTORIC PRESERVATION IF ANY ARCHAEOLOGICAL RESOURCES AND/OR HUMAN REMAINS ARE EXPOSED DURING MONITORING. 5.) PRIOR TO FINAL INSPECTION OF ANY BUILDING PERMIT THE HABITAT MANAGEMENT AND BUFFER ENHANCEMENT PLAN SHALL BE FULLY IMPLEMENTED AND AN AS-BUILT DRAWING OF THE PLANTING AND BIRD BOX LOCATIONS PREPARED BY A QUALIFIED PROFESSIONAL SHALL BE SUBMITTED TO THE JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT. 6.) The applicant shall fully implement the revised Habitat Management and Buffer Enhancement Plan received April 3, 2008 prior to building final. A BUILDING FINAL CERTIFICATE OF OCCUPANCY SHALL NOT BE ISSUED UNTIL DCD HAS REVIEWED AND APPROVED THE MITIGATION AREA. Contact DCD at(360) 379-4450 to schedule the site visit. 7.) BIRD BOXES INSTALLED IN THE REDUCED WETLAND BUFFER SHALL BE CONSTRUCTED AS SPECIFIED IN APPENDIX F OF THE REVISED REPORT RECEIVED MARCH 21, 2008. INSTALLATION OF ANY BIRD BOXES THAT DEVIATE FROM THOSE SPECIFICATIONS AND HAVE THE POTENTIAL TO BE USED BY NON-NATIVE BIRDS ARE PROHIBITED IN THE REDUCED BUFFER. 8.) THE PROJECT BIOLOGIST MUST FLAG OR STAKE THE 65-FOOT REDUCED WETLAND BUFFER AND A SILT FENCE SHALL BE INSTALLED ALONG THE OUTER EDGE OF THE BUFFER. 9.) PRIOR TO BEGINNING ANY GROUND-DISTURBING ACTIVITES, JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT SHALL BE CONTACTED TO REVIEW THE LOCATION AND INSTALLATION OF THE SILT FENCE. CONTACT THE DEVELOPMENT REVIEW DIVISION AFTER THE SILT FENCE HAS BEEN INSTALLED AT 360-379-4450 TO SCHEDULE THE VERIFICATION. 10.) A "Construction Drawing" Flood Elevation Certificate was prepared and submitted with the application. The lowest floor of the structure is required to be elevated at least one(1)foot above base flood elevation. PRIOR TO FINAL BUILDING INSPECTION, PROPONENT SHALL PROVIDE THE DEPARTMENT WITH AN ORIGINAL "FINISHED CONSTRUCTION" FLOOD ELEVATION CERTIFICATE THAT HAS BEEN VERIFIED BY A LAND SURVEYOR, ENGINEER, OR ARCHITECT AUTHORIZED BY LAW TO CERTIFY ELEVATION INFORMATION IN THE STATE OF WASHINGTON. 11.) Flood hazard reduction measures are to be used as required by the Jefferson County Flood Damage Prevention Ordinance 07-0515-06 (Jefferson County Code Chapter 15.15). 12.) Fully enclosed areas below the lowest floor that are subject to flooding are prohibited unless designed to automatically equalize hydrostatic flood forces on exterior walls by allowing for the entry and exit of floodwater. Designs for meeting this requirement must either be certified by a registered professional engineer or architect or must meet or exceed the following criteria: a. A minimum of two openings having a total net area of not less than one square inch for every square foot of enclosed area subject to flooding shall be provided. b. The bottom of all openings shall be no higher than one foot above grade. c. Openings may be equipped with screens, louvers, or other coverings or devices provided that they permit the automatic entry and exit of floodwater. 13.) Utilities shall be designed as specified in 15.15.080(c) of Jefferson County Flood Damage Prevention Ordinance 07-0515-06 (Jefferson County Code Chapter 15.15)which states: (i)All new and replacement water supply systems shall be designed to minimize or eliminate infiltration of flood waters into the systems; (ii)Water wells shall be located on high ground that is not in the floodway; (iii) New and replacement sanitary sewage systems shall be designed to minimize or eliminate infiltration of flood waters into the systems and discharges from the systems into flood waters; (iv) Onsite waste disposal systems shall be located to avoid impairment to them or contamination from them during flooding. 14.) Construction Materials and Methods of Construction to Reduce Flood Hazard (i)All new construction and substantial improvements shall be constructed with materials and utility equipment resistant to flood damage. (ii)All new construction and substantial improvements shall be constructed using methods and practices that minimize flood damage. (iii) Electrical, heating, ventilation, plumbing, and air-conditioning equipment and other service facilities shall be designed and/or otherwise elevated or located so as to prevent water from entering or accumulating within the components during conditions of flooding. Locating such equipment below the base flood elevation may cause annual flood insurance premiums to be increased. 15.) New construction and substantial improvement of any residential structure shall have the lowest floor, including basement, elevated one foot or more above the base flood elevation (BFE). 16.) No fill or other material may be placed in the waters or intertidal areas of Jefferson County. 17.) This parcel is within a no shooting area per JCC 8.50. 18.) A minimum of two(2) on-site parking spaces shall be provided for the single family residence. 19.) 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. 20.) The project shall comply with Construction Stormwater Pollution Prevention (SWPP) Elements #1 through #12 of the Department of Ecology's Stormwater Management Manual for Western Washington 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. 21.) 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. 22.) 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. 23.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ: 1. Installation of a flow meter. 2. On-going well monitoring for chloride concentration. 3. Submittal of monitoring data to County. 24.) 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. b. Installation of source-totalizing meter(flow). 25.) 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. 26.) Construction shall be in substantial compliance with the site plan submitted on November 3, 2014 as it exists now or is hereafter amended by Jefferson County and/or the Washington Department of Ecology. 27.) Work within the jurisdiction of the Shoreline Master Program other than as described above shall receive separate review from this Department. 28.) A setback of 65-feet, measured perpendicularly from the wetland edge, shall be permanently maintained as a buffer. No filling, grading, clearing, or other alteration of the wetland or its buffer is allowed. 29.) A permanent physical separation along the upland boundary of the wetland buffer area shall be installed and permanently maintained. Such separation can include installing logs, trees, a hedgerow, or any other prominent physical marking approved by the UDC Administrator. 30.) Setback from the wetland delineation line is 65 feet(wetland buffer), Portage Way setback is 20 feet, side setback is 5 feet. 7/7 (/2v/s— Department of Community Development, UDC Administrator \\tidemark\datalforms\F_SDP_Exemption_U.rpt 7/31/2015 1 m z° � " a V MT -nr G7 Z m 20 ^' ,.d P1 mcn ~Y r O x r'i m W Ff n D O r p pn f M N O N or-) r"< Z^ul ' O uZi if N° 73 0 V 41169 0 0 z o D m K ro OOr . 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Lisa A. Berntsen, PWS Principal GJA:JOC:LAB:jI ORCH\161 16338001\00\Finals\163380010ORevisedHMP R.doc Disclaimer; Any electronic form, facsimile or hard copy of the original document (email, text, table, and/or figure), if provided, and any attachments are only a copy of the original document. The original document is stored by GeoEngineers,Inc. and will serve as the official document of record. Copyright®2008 by GeoEngineers,Inc. All rights reserved. File No. 16338-001-00 APR - 32008 _ ij TABLE OF CONTENTS Page No. INTRODUCTION 1 PROJECT LOCATION 1 PROJECT DESCRIPTION 1 PROJECT SCOPE 1 BUFFER FUNCTIONS 2 METHODS 2 PAPER INVENTORY 2 FIELD RECONNAISSANCE 3 RESULTS 3 PAPER INVENTORY 3 PRIORITY HABITAT AND SPECIES 3 Fish 4 Wildlife 5 Shorebirds 5 Rare and Endangered Plants 6 SITE VISIT 6 Vegetation 6 Wildlife Species Use • 6 DISCUSSION 7 PROPOSED PROJECT 7 POTENTIAL IMPACTS AND MITIGATION MEASURES 7 Water Quality 7 Noise Quality 7 Construction Activities Impacts 7 Occupational Impacts 8 Species Habitat Quality 8 TIMING OF PROPOSED MITIGATION PLANTING 9 MONITORING PROGRAM OF PROPOSED MITIGATION PLANTING 10 CONTINGENCY PLAN 11 CONCLUSIONS 11 LIMITATIONS 11 REFERENCES 12 File No.16338-001-00 Page i March 21,2008 GEOENGINEERSZ; TABLE OF CONTENTS (CONTINUED) APR - 3 2008 Page No: vT List of Tables Table 1. Native Vegetation Proposed for Mitigation Planting g Table 2. Performance Standards for Proposed Mitigation Planting 10 List of Figures Figure 1. Vicinity Map Figure 2. National Wetlands Inventory Map Figure 3. Soil Survey Map APPENDICES APPENDIX A—SITE PHOTOGRAPHS APPENDIX B—SITE DEVELOPMENT PLAN APPENDIX C—BUFFER ENHANCEMENT PLAN APPENDIC D—PLANTING DETAILS APPENDIX E—SPECIES LISTINGS APPENDIX F—WDFW, NEST BOXES FOR BIRDS File No. 16338-001-00 Page ii March 21,2008 GEOENGINEERS REPORT HABITAT MANAGEMENT AND BUFFER ENHANCEMENT PLAN APR - 3 2008 - 181 PORTAGE WAY j I PORT HADLOCK, WASHINGTON FOR L P;:ENT FRED NASON INTRODUCTION This report presents the Habitat Management and Buffer Enhancement Plan for an undeveloped lot located at 181 Portage Way in Port Hadlock,Washington(site). The subject property is 0.83 acres in size and is located in northern Jefferson County adjacent to Puget Sound. This Habitat Management Plan (HMP) has been developed as part of an application for site development at the request of Fred Nason (property owner). This report was prepared based on information obtained from site inspections and from the requirements outlined in Title 18 of the Jefferson County Code Chapter 18.15.395 Habitat Management Plan and Chapter 18.15.340 Buffer Reduction. PROJECT LOCATION There is only one proposed development property associated with this HMP. This property consists of one parcel (962700108) located to the south of Port Hadlock, Washington in the Northwest '/o of Section 7 of Township 29 North,Range 1 East of the Willamette Meridian. The site is located within a Jefferson County designated fish and wildlife habitat conservation area along the shoreline of Oak Bay. Figure 1 (Vicinity Map) shows the approximate location of the site. The site is located in the Quilcene-Snow Water Resource Inventory Area and is part of the North Olympic River Basin. Jefferson County has zoned the site as Rural Residential 1:5. PROJECT DESCRIPTION Development activities proposed for the site include the construction of a single-family residence. The site contains an estuarine wetland that has been identified as a Category I wetland. Jefferson County Code 18.15.340 states that Category I wetlands require a 150-foot setback from the wetland edge. A building setback requirement of five feet from the edge of the buffer is also required for all buildings proposed for construction on the site. Currently, the 150-foot wetland buffer encompasses the entire portion of the 0.83 acre site that is not wetland. Photographs of the site are located in Appendix A. Buffer averaging is not feasible for this property, since the wetland buffer encompasses the entire site. Draft plans for the site have been developed using buffer reduction to reduce portions of the buffer to 65 feet in the southwest corner of the property to allow developable footprint for this property as shown in Appendix B. After construction of the single-family residence,invasive species will be removed from the buffer and replanted with native shoreline plants to provide greater buffer functions than the existing buffer. A detailed buffer enhancement plan for the site is presented in Appendix C. PROJECT SCOPE GeoEngineers, Inc. (GeoEngineers) has prepared this HMP to accommodate site development activities. This HMP was completed through research and review of fish and wildlife habitat data as well as through on-site field reconnaissance and a review of preliminary development plans for the site. Site-specific fish and wildlife data was obtained from Jefferson County, Washington Department of Fish and Wildlife (WDFW), Washington Department of Natural Resources (DNR), U.S. Fish and Wildlife (USFWS), and National Oceanographic and Atmospheric Administration (NOAA) Fisheries Service. On-site File No.16338-001-00 Page 1 GEOENGINEERS March 21,2008 APR - 32008 documentation of baseline conditions included identifying and documenting marine and upland plant species. This report addresses specific Jefferson County requirements for the preparation and completion of an HMP as follows: • Presents detailed maps of the proposed site location, building locations and sizes, existing structures and landscape features, and water bodies. The location of any listed species and their critical habitats are discussed in the text. • Describes the proposed project development in sufficient detail for analysis of the land use change as applicable to fish and wildlife habitat within the vicinity of the site. • Analyzes the effect of the proposed project on potential fish and wildlife species and their associated habitat. • Identifies possible mitigation measures to restore habitat and compensate for modifications to the buffer so that the reduced buffer will provide equal or better protection than the standard larger buffer. These measures include upland enhancement of the buffer with native vegetation as well as invasive species removal. • Prepares a plan that explains how the property owner will avoid, minimize or mitigate adverse impacts to fish and wildlife habitats caused by the proposed project. BUFFER FUNCTIONS Shoreline buffers perform many protective functions for associated waterbodies. They provide specific water quality protection through displacement and filtering of pollutants and sediments, shoreline stabilization, thermal cover and temperature moderation for aquatic species and specific habitat features such as food, cover, nesting, perches and wildlife corridors. Site-specific conditions in the buffer including slope, soil, vegetation characteristics (condition and type), and sources of the water quality pollutants directly affect the buffer widths necessary to protect water quality functions (Desbonnet et al. 1994). METHODS PAPER INVENTORY GeoEngineers completed a file review of available information on existing and historic sensitive fish, wildlife and plant species occurring in the vicinity of the project area. This information was obtained from: • the USFWS species list for Jefferson County(USFWS 2005)as shown in Appendix D; • the NOAA salmonid species list for the Puget Sound(NOAA 2006)as shown in Appendix E; • the USFWS National Wetlands Inventory (NWI) map (USFWS 2004), Jefferson County critical areas database(Jefferson County 2007); • the DNR Natural Heritage Program (NHP)(DNR 2006); • the WDFW Priority Habitat and Species(PHS)maps and database(WDFW 2007); • the WDFW SalmonScape database(WDFW 2003);and File No.16338-001-00 Page 2 GEOENGINEERS March 21,2008 , I APR - 3 2008 ' examined for the presence of any rare or sensitive plant species located in the vicinity of the site (DNR . . J 2006). The USFWS species list for Jefferson County was reviewed for listed and proposed endangered and threatened species,critical habitat, candidate species and species of concern for this project. _ _J Fish There are no streams containing listed fish species present on the site (WDFW 2007). There is one stream located to the south of the site approximately 400 feet across Portage Way which contains salmonid presence. Our site reconnaissance confirmed the absence of any critical stream features on site. The northern shoreline of the site is exposed to an inlet of Oak Bay which connects to the Puget Sound. This waterbody contains many fish species in the shoreline environment and serves as a migratory corridor for adult salmonids returning to spawning streams. Fish presence is assumed to occur along the shoreline of the site during certain times of the year. Priority anadromous fish species that may occur along the shoreline of the site include chinook salmon (Oncorhynchus tshawytscha), chum salmon (Oncorhynchus keta), coho salmon (Oncorhynchus kisutch), steelhead (Oncorhynchus mykiss) and bulltrout(Salvelinus confluentus). Chinook Salmon Puget Sound chinook salmon are listed as threatened under the Endangered Species Act(ESA) as shown in Appendix E. Their current designated critical habitat, within the Puget Sound, is nearshore marine areas. The northern shoreline of the site is located along designated critical habitat marine nearshore areas of the Puget Sound (70 FR 52630-52853). There are no streams containing spawning chinook salmon on or within the vicinity of the site (WDFW 2007). However, varying life stages of chinook salmon are expected to be present within the shoreline of the site during certain times of the year. Chum Salmon Chum salmon do not warrant listing under the ESA. However,chum salmon are present in the vicinity of the site for foraging and passage to spawning streams. There is no documented chum habitat on or within the vicinity of the site (WDFW 2007). Varying life stages of chum salmon are expected to be present within the shoreline of the site during certain times of the year. Coho Salmon The Puget Sound coho salmon are listed as a species of concern under the ESA as shown in Appendix E. There is no designated critical habitat for coho salmon. There is no documented coho habitat present on the site. However, coho salmon are documented to occur in the stream located to the south of the site (WDFW 2007). Varying life stages of coho salmon are expected to be present within the shoreline of the • site during certain times of the year. Steelhead Puget Sound steelhead are listed as threatened under the ESA (72 FR 26722-26735) as shown in Appendix E. The marine waters within the vicinity of the site are known to contain different life history stages of Puget Sound steelhead at various times of year. There are no steelhead-producing streams within the vicinity of the site (WDFW 2007). However, steelhead migrate through the area and may be found foraging on forage fish in the immediate project vicinity as well as in other habitats identified around the project area throughout the year. Bull Trout Bull trout are currently listed as threatened under the endangered species act as shown in Appendix D. There is no documented bull trout critical habitat on or within the vicinity of the site (70 FR 56212- 56311). It is not likely that bull trout will be found foraging along the shoreline or in the vicinity of the project area. File No.16338-001-00 Page 4 GEOENGINEER March 21,2008 S1 APR - 3 2008 Forage Fish There is no documented forage fish spawning along the shoreline of the property (WDFW 2007). J However, there is documented sand lance (Ammodytes hexapterus) spawning habitat on the eastern side of Portage Way along the shoreline and along the Portage Canal. The intertidal substrate along the northwestern shoreline of the site is comprised of marine vegetation and mud. Forage fish are typically found in shoreline areas containing fine gravel and sand. Forage fish will not likely spawn along the shoreline of the site but will likely be present in this nearshore marine area of the site during certain times of the year. The presence of forage fish along the shoreline will attract salmonid fish species to forage in this area. Wildlife Wildlife presence and use of the site was evaluated through a thorough review of available literature as well as a site investigation. Sources consulted during the assessment included the USFWS endangered and threatened species list for Jefferson County, Washington (USFWS 2005) (Appendix D) and the WDFW PHS map (2007) of the site and surrounding area. This list is not intended to be exhaustive, but captures the most likely listed species to be present on the site based on habitat type, amount and landscape position. The USFWS identifies several listed species that may occur in Jefferson County. These species include bald eagles (Haliaeetus leucocephalus), marbled murrelets (Brachyramphus marmoratus)and northern spotted owls (Strix occidentalis caurina). Bald Eagles The WDFW PHS maps indicate that there are no bald eagles nests present within 1-mile of the site. There are no trees present on site that could be potentially used for perching and nesting. Bald eagles are present in Oak Bay and may be found foraging within the vicinity of the site during certain times of the year. Marbled Murrelet Marbled murrelets are associated with marine environments and old-growth forests. There is no suitable nesting habitat present near the site. There is also no documented presence of marbled murrelets in the vicinity(WDFW 2007). However,because the site is adjacent to nearshore marine environments,there is potential for foraging marbled murrelets to be present near the site during certain times of the year. Northern Spotted Owl Northern spotted owls are associated with old-growth forests. There is no suitable nesting habitat present near the site. There is no documented presence of northern spotted owls within the vicinity of the site either(WDFW 2007). It is highly unlikely for northern spotted owls to be present within the vicinity of the site. Waterfowl Concentrations There are documented waterfowl concentrations of brants (Branta bernicla), pintails (Anas acuta) and mallards (Anas platyrhynchos)along the shoreline of the site and in Oak Bay(WDFW 2007). Waterfowl are also expected to be present along the shoreline of the site during certain times of the year for feeding and resting during migration. Migratory water fowl, such as ducks, geese and swans, are expected to be present within the vicinity of the site. Shorebirds There are documented shorebird concentrations of dunlins (Calidris alpina) and western sandpipers (Calidris mauri)along the shoreline of the site and in Oak Bay(WDFW 2007). Other shorebirds are also expected to be present along the shoreline of the site during certain times of the year for feeding. File No.16338-001-00 Page 5 GEOENGINEER567 March 21,2008 Rare and Endangered Plants No current endangered or threatened plants as listed under the ESA are within the section the proposed development site is locate in as identified on the DNR NHP rare plants list by section(DNR 2006). SITE VISIT GeoEngineers performed a site visit on April 29, 2007 to characterize fish and wildlife habitat on and within the vicinity of the site. The site is currently undeveloped and does not contain any permanent structures. The southwestern boundary of the site is bordered by Portage Way and single-family residences beyond the road. The eastern boundary of the site is also bordered by Portage Way with Oak Bay located to the east of the road. Oak Bay Park, owned by Jefferson County, borders the site to the northeast and an estuary associated with Oak Bay borders the northern boundary of the site. The shoreline is located on the northwestern boundary of the site and is comprised of a stable natural berm. The wetland along the shoreline is comprised of marine vegetation and mud. There are no access trails leading to the shoreline from any portion of the site. Topography on the site is relatively flat with an 8- foot tall wood chip berm separating Oak Bay Park from the site. Neighboring properties within close proximity of the site contain natural berms and rock bulkheads. The eastern side of Portage Way located along Oak Bay Park is lined with an 8-foot rip rap wall. Vegetation The 150-foot wide buffer along from the wetland edge of the site contains a large patch of invasive species and small patches of native vegetation. The invasive species include Himalayan blackberry (Rubus armeniacus), poison hemlock (Conium maculatum), stinging nettle (Urtica dioica) and teasel (Dipsacus fullonum). The native vegetation was primarily composed of red alder(Alnus rubra),Hooker's willow (Salix hookeriana), Indian plum (Oemleria cerasiformis) and nootka rose (Rosa nutkana) along the western shoreline and miscellaneous grasses in the eastern portion of the site. There has been no clearing or preparation of the ground for construction. Vegetation to the southwest of the site along the shoreline consisted of a small group of mature Douglas fir (Pseudotsuga menziesii) trees with a scrub shrub layer consisting of Hooker's willow, oceanspray (Holodiscus discolor), thimbleberry (Rubus parviflorus) and red elderberry (Sambucus racemosa). The marine wetland edge of the site is comprised of marine plant species including seashore saltgrass (Distichlis spicata), fleshy jamea (Jamea carnosa), pickleweed (Salicornia virginica) and seaside arrowgrass (Triglochin maritima). Additional site photographs depicting the site and surrounding land use are located in Appendix A. Wildlife Species Use Vegetation is a major factor in the distribution of wildlife. Plants provide food and shelter against predators and weather, as well as sites for nesting, resting, perching and breeding (Leedy et al. 1984). Due to the disturbed nature of the site,abundance of invasive plant species and the surrounding land use, the site is assumed to not support a variety and abundance of wildlife species. During the site visit, American crows (Corvus brachyrhynchos) were observed perching on fence posts located on site. Migratory waterfowl were noted within the vicinity of the site and tracks were observed along the wetland edge. Possible habitat for reptile and amphibian species was also observed to be present in the buffer. Due to the condition of the buffer, wildlife utilization is expected to be relatively low and not very diverse. The seasonal and often secretive habits of many fish and wildlife species make it difficult to confirm habitat use with just one site survey. Therefore,not all wildlife species that utilize the site could be verified by direct observations or signs(tracks,nests,etc) and species utilization of the area is referred to the documented presence within the literature as described above in the PHS. File No,16338-001-00 Page 6 March 21,2008 GEOENGINEER� • APR - 3 2008 DISCUSSION j PROPOSED PROJECT A new single-family residence will be built at the site in accordance with current Jefferson County development codes. The proposed residence will be located in the southeastern corner of the site to reduce buffer impacts to the greatest extent possible. The site will be landscaped with natural vegetation to provide wildlife habitat and improve water quality of stormwater. Currently, the 150-foot wetland buffer extends across the entire site. Draft plans for the site have been developed using buffer reduction to reduce portions of the buffer to 65 feet with a five foot sideyard setback. After construction, the buffer will be revegetated and enhanced to provide greater function than the original buffer. Buffers from the southern and eastern shoreline on Oak Bay do not extend past Portage Way,therefore they do not impose any restrictions on the site from that direction. The following sections outline the plan for buffer enhancement and includes a description and plan explaining how the reduced buffer would provide equal or better protection than the larger buffer. POTENTIAL IMPACTS AND MITIGATION MEASURES The following section addresses specific mitigation measures for potential impacts that may occur as a result of the proposed development project. Water Quality An inlet of Oak Bay borders the site to the northeast. The southeastern quarter of the site will be disturbed from the proposed development. The water quality in the immediate vicinity of the shoreline could potentially be impacted from sediment releases from the site during precipitation events or spills. The installation and maintenance of silt fences along the shoreline during construction represent acceptable mitigation measures for potential surface erosion. Additional water quality treatment could consist of the use of sub-surface dispersal trenches for runoff from impervious surfaces following construction. Native vegetation will be planted along the shoreline and throughout the remaining buffer area to reduce the occurrence of erosion and improve water quality leaving the site. Noise Quality Construction activities associated with the proposed development are not expected to have significant noise impacts on the environment around the site. This area is a moderately developed area and existing traffic and noise levels from traffic and maritime vessels are above normal. However, conservation measures will be used to reduce noise impacts to wildlife and neighbors. The use of heavy machinery will be minimized and consolidated as much as possible. An attempt will also be made to organize work requiring heavy machinery into single events. Construction activities will also be limited to normal (8 AM to 5PM)working hours. Construction Activities Impacts The construction of new buildings typically will increase the amount of impervious surfaces on a property. Impermeable surfaces,such as roads,rooftops and driveways,cause additional rain to run off at accelerated rates and less water to infiltrate back into the soil (Leedy and Adams 1984). To prevent increased erosion and impacts to water quality, runoff from the building and other impervious surfaces may require a storm water management plan that diverts this runoff away from the ground surface and back into the ground. File No.16338-001-00 Page GEOENGINEERSO March 21,2008 APR - 3 2008 Best Management Practices (BMPs) will be adhered to throughout the project. Appropriate erosion --- control devices, such as silt fencing, mulch berms, and erosion control matting should be used if needed iJT during all aspects of the project to mitigate potential erosion and runoff. Heavy machinery usage shall be -- consolidated into the shortest time periods allowable. GeoEngineers also recommends that construction staging be confined to discrete areas of the site to minimize disturbance to surrounding fish and wildlife and their habitat. No construction debris or supplies should be placed in or along the edge of the buffer. Posting buffer signs would serve as an indicator of restricted areas where construction activities would need to be avoided. Coinciding with, or immediately subsequent to the completion of the construction work, the restoration and stabilization of bare ground should occur. Restoration and stabilization activities include the application of a native seed mix and landscape stabilization of any cut and filled areas using native plant species. Occupational Impacts During the occupational phase of the project, residents should be made aware of the responsibility associated with living in close proximity to a shoreline environment. Soil or yard waste must not be dumped anywhere within the shoreline buffer so that it may enter the water. To prevent increased erosion and impacts to water quality, runoff from buildings and other impervious surfaces should be directed to sub-surface trenching that diverts direct runoff away from the ground surface and back into the ground. The occupants of the residence should also promote landscaping with native species. Landscaping characteristics should be built around existing wildlife habitat features such as trees and shrubs. Landscaping around the construction zone should be compatible and blend with the native buffer. Bird boxes should be built or purchased and placed on the property to promote avian wildlife. Bird boxes can be built and placed on live trees according to the bird species requirements that may be most likely to utilize habitat at the site. Species Habitat Quality Due to the disturbed nature of the site, wildlife use is not expected to occur on a regular basis. Animal species that dependent upon small and discreet habitats, such as small rodents and amphibians, may be displaced during construction activities. However,once the project is complete, sufficient habitat will be created for use by many of these species. Existing invasive vegetation(Himalayan blackberry,poison hemlock and stinging nettle)will be removed from the site and replaced with natural vegetation to promote wildlife usage and to improve water quality. Several young native species including red alder, Hooker's willow, Nootka rose and Indian plum are present along the shoreline of the site. Himalayan blackberry has grown around these plants stunting their growth. These plants will be saved during invasive species removal. Included below is a table(Table 1) that identifies native plant species to be used in the mitigation planting plan. Appendix C — Buffer Enhancement Plan and Planting Specifications is the planting plan that identifies the locations of the proposed plant species, planting specifications and schematic, as well as text to identify the ecological characteristic of each species. File No,16338-001-00 Page 8 GEOENGINEERS March 21,2008 Table 1. Native Vegetation Proposed for Mitigation Planting Common Scientific On-Center Estimated Name Name Spacing(feet) Size Number Douglas fir Pseudotsuga 12 1 gallon 31 menziesii Hooker's willow Salix hookeriana 6 1 gallon 43 Thimbleberry Rubus 6 1 gallon 74 parviflorus Nootka Rose Rosa nutkana 6 1 gallon 43 Oceanspray Holodiscus 6 1 gallon 43 discolor Red elderberry Sambucus 12 1 gallon 8 racemosa Indian plum Oemlena 6 1 gallon 44 cerasiformis Sword fern Polystichum 3 Plugs 200 munitum Dune grass Elymus mollis 3 Plugs 307 Plants will be installed according to specifications outlined in Appendix C. A Mulch ring will be placed around the drip line of each plant and soils will be amended if needed. Large woody debris present on site will be retained for use along the edge of the marine wetland to add habitat for birds, small mammals, reptiles and amphibians. Two large logs will be placed along the edge of the natural berm for habitat and also serve as a kayak launch. A trail approximately five feet wide leading to the shoreline will be constructed using wood chips and native grasses to minimize the amount of bare ground exposed. Plants will be placed along the trail edge and the path will resemble a sinusoidal pattern rather than a straight line to the shoreline. This will decrease the rate of flow of stormwater on the path and lessen the break in habitat to the shoreline. Bird boxes will be installed on existing trees and/or on individual pedestals installed within the enhanced buffer. The Site Development Plan in Appendix B illustrates the proposed location of bird boxes. Bird box specifications should follow guidelines established by the Washington Department of Fish and Wildlife located at their website http://wdfw.wa.gov/wlm/backyard/nest- mat design.htm and the attached publication Nest Boxes for Birds in the WDFW Urban Wildlife Series (Appendix F). TIMING OF PROPOSED MITIGATION PLANTING The above-recommended planting activities should occur after all construction activities are complete and be timed as follows: 1. Clear invasive species and removal of debris. 2. Conduct the supplemental planting in conjunction with the clearing and removal of debris. This will minimize re-growth of invasive species prior to planting newly opened or cleared areas. Ideally,planting should be conducted in the early spring or late fall during the dormant season. 3. Irrigate newly planted areas during the first summer if conditions are particularly dry. 4. Conduct regular monitoring as described below. File Ala.!6338-001-00 Page 9 E �Oa$ GEOEN GINEERS March 21.2008 . _ MONITORING PROGRAM OF PROPOSED MITIGATION PLANTING The success of the proposed mitigation planting project will be judged using a set of performance standards. An as-built report will be developed and submitted to the County within 30 days of plant installation by someone with expertise in native plants. Monitoring of the newly planted buffer area will be conducted by an individual with native plant expertise and will occur every year for three years after installation (for a total of three monitoring events) to determine whether the performance standards are being achieved. Yearly Monitoring reports will be prepared and submitted to the county by October 31 of each monitoring year. GeoEngineers developed several performance standards based upon the specific goals of this project and the conditions of this site (Table 2). The term"recruitment" as used below refers to the establishment of new individuals of a particular species. The recruitment of native species within the newly established buffer area will be recorded but does not have a quantitative goal. Table 2. Performance Standards for Proposed Mitigation Planting Element Year 1 Year 2 Year 3 Presence of invasive,exotic,and undesirable species 10% 10% 10% (maximum percent cover) Survival or recruitment of shrub species(minimum percent cover) 90% 80% 80% Survival or recruitment of planted woody vegetation(minimum percent) 100% 80% 80% A biologist or the property owner should implement the following monitoring strategy to assess the performance of the newly enhanced buffer area. • Immediately after planting, two monitoring stations should be established and baseline data will be recorded in the form of an as-built report. A complete photograph record should also be collected. Photographs should be taken from the center of each monitoring station looking in all four cardinal directions. • At approximately the same time of year during the growing season, the following data should be collected at each monitoring station: • Percent cover for both invasive species and other shrub species (grouped together). These cover values should be estimated using a standard transect or point-method technique (using an estimate of percent cover within an 10.8-foot radius circle, • Number of live woody individuals, • Presence of bird and other wildlife, • Photos of the buffer in each of the four directions. • During each monitoring event,other observations about soil condition,the presence of debris, and other notes about the general condition of the buffer should be recorded. • The monitoring event should be documented with a brief memo-style report that summarizes the condition of the buffer with respect to the above performance standards. Any recommendations that would help improve the condition of the buffer should also be noted. APR - 3 2008 File No.16338-001-00 Page 10 GEOENGINEER. ':' March 21,2008 ';;;ENT CONTINGENCY PLAN There are many circumstances that can contribute to vegetation failure, such as inadequate irrigation, inappropriate soil chemistry, poor soil structure, improper planting techniques, or disease. Use of a regular and thorough monitoring protocol, such as the one described above, will help decrease the extent to which these circumstances will cause irreparable harm. If any monitoring event reveals that the performance standards are not being met, actions such as irrigation, selective replanting, or removal of invasive species should be taken. In some cases, a biologist or Jefferson County personnel may suggest alternate species for re-planting. CONCLUSIONS This HMP describes the current conditions of the property,the possible fish and wildlife use based upon current habitat characteristics and documentation, and minimizing impacts to the environment through conservations measures during construction and in the design of the sites. Key features of the mitigation plan are summarized below: • Enhancing and maintaining wildlife features by maintaining existing native vegetation and installing bird boxes on trees and pedestals; • Conducting the use of heavy machinery in one phase and stabilizing and replanting cut and fill areas coincidentally or immediately following construction; • Preservation of native vegetated areas through avoidance and enhancement activities; • Enhancing and restoring the native shoreline vegetation along the shoreline; • Enhancement of shoreline buffer through removal of invasive, diseased, or undesirable species and replanting with native species. By following BMPs and environmental awareness during the construction and occupation phases, and implementing listed mitigation measures, there should be limited impacts to the fish and wildlife and water quality of the Puget Sound and in the immediate vicinity of the site. If implemented as listed above and followed accordingly, the reduced buffer would provide equal or better protection than the larger buffer. LIMITATIONS GeoEngineers has developed this Habitat Management Plan for the property located at 181 Portage Way owned by Fred Nason in general accordance with the scope and limitations of our proposal dated April 3, 2007. Within the limitations of scope, schedule and budget, our services have been executed in accordance with the generally accepted practices in this area at the time this report was prepared. No warranty or other conditions express or implied should be understood. This report has been prepared for the exclusive use of Fred Nason and his authorized agents and regulatory agencies following the described methods and information available at the time of the work. No other party may rely on the product of our services unless we agree in advance to such reliance in writing. The information contained herein should not be applied for any purpose or project except the one originally contemplated. The applicant is advised to contact all appropriate regulatory agencies (local, state, and federal) prior to design or construction of any development to obtain necessary permits and approvals. _ Page 17 AFR - 3 2(10B March Na l6338-001-00 GEOENGINEERS� 11 March 21,2008 J REFERENCES 70 FR 52630-52853. 2005. 50 CFR Part 226. Endangered and Threatened Species;Designation of Critical Habitat for 12 Evolutionary Significant Units of West Coast Salmon and Steelhead in Washington, Oregon and Idaho. Federal Register,Vol. 70,No. 170. 70 FR 56212-56311. 2005. 50 CFR Part 17. U.S. Fish and Wildlife Service. Endangered and Threatenend and Wildlife and Plants; Designation of Critical Habitat for Bull Trout. Federal Register, Vol. 70, No. 185. 72 FR 26722-26735. 2007. 50 CFR Part 223. National Oceanic and Atmospheric Administration. Endangered and Threatened Species: Final Listing Determination for Puget Sound Steelhead. Federal Register,Vol. 72,No.91. Desbonnet,A., P. Pogue,V. Lee, and N. Wolff. 1994. Vegetated Buffers in the Coastal Zone:A Summary Review and Bibliography. Coastal Resources Center, Rhode Island Sea Grant, University of Rhode Island. 71pp. Google Earth. 2007. Google Earth Beta v4.0.2722. ©2007 Navteq, Image ©2007 DigitalGlobe and ©2007 Teleatlas. (Accessed April 25,2007) Jefferson County. 2007.jMAP-Environmentally Sensitive Areas. http://maps.co.iefferson.wa.us/Website/mspub/viewer.htm?manset=temp esa (Accessed April 25,2007) Leedy, D. L. and L. W. Adams. 1984. A Guide to Urban Wildlife Management: National Institute for Urban Wildlife,Columbia,Maryland. National Oceanic and Atmospheric Administration. 2006. ESA-Status of West Coast Salmon and Steelhead. http://www.nwr.noaa.Rov/ESA-Salmon-ListinnS/Salmon-Popul ationsIIndex.cfm (Accessed April 25,2007) Pojar, J. and MacKinnon, A., et al. 1994. Plants of the Pacific Northwest Coast Washington, Oregon, British Columbia and Alaska. Lone Pine Publishing,Canada. United States Department of Agriculture. 1975. Soil Survey of Jefferson County Area,Washington. United States Department of Agriculture.2001.Hydric soils list: Jefferson County Area,Washington. http://www.wa.nres.usda.gov/technical/soils/hydric lists/hydsoil-wa-631.pdf (Accessed April 25,2007) United States Fish and Wildlife Service. 2004. National Wetlands Inventory Mapper. http://wetlandsfws.er.usgs.gov/wtInds/launch.html (Accessed April 25,2007) (� } APR - 3 2008 J 1 File No.16338-001-00 Page 12 - - Marchl/,2008 GEOENGINEERL United States Fish and Wildlife Service. 2005. Listed and Proposed Endangered and Threatened Species and Critical Habitat; Candidate Species; and Species of Concern in Western Washington as Prepared by the U.S. Fish and Wildlife Service Western Washington Fish and Wildlife Office. Jefferson County. Revised December 20,2005. http://www.fws.g_ov/westwafwo/se/SE List/JEFFERSO.htm (Accessed April 25, 2007) United States Geological Survey. 1991.Nordland, Washington; 1:24000,7.5-minute quadrangle. United States Geological Survey. 1990.Aerial photograph. Available online at: http://www.terraserverusa.com (Accessed April 25,2007) Washington Department of Fish and Wildlife. 2003. SalmonScape. http://wdfw.wa,govirnaoning/salmonscape/index.html (Accessed April 25,2007) Washington Department of Fish and Wildlife. 2007. Washington Department of Fish and Wildlife- Habitats and Species Map in the Vicinity of T29R01E Section 7.April 24,2007. Washington Department of Natural Resources. 2006. Sections that Contain Natural Heritage Features. Data Current as of August 1,2006. httn://www.dnr.wa.gov/nho/contact/wnhptrs.odf (Accessed April 25,2007) • APR - 3 2008 File Na 16338-001-00 Page 13 GEOENGMEERSO March 21.2008 ■`. `. i _Ferry.gl_..__Ferry St-- ��` .•-en i l o 1 rw ctattsm.Ra= I 6 1:1 1 w j p PO t o E '2 9 v vF CC U c4), -- ',., '-: - Ra ;^ rc m 0,, a'oR d• . /nav �y e/s/ � , r) anaF Ra %<:'CaF -- 4, aR a L urel.SI ..-W;,,,,,. -- S - -. _ l l r r 4 r - ' PJoohoFL4p Rd.-_ ' d ueeP-D& - l a08g� Ri erR : a v , S� a _ F gler-Rtl Fa' Fr•AVa __ ._Weshiegton-Ln- 5,, * Oak-RA- ( i: r`-- { . �J ; -- @.ENT E �, d. 1 '�'� 90 2,000 0 2,000 R c _ y A705 —� w AN.e ?n r�,• Feet S 8 � Moun °, -r NP 2 g p � Vicinity Map ro Notes: 181 Portage Way HMP a 1.The locations of all features shown are approximate. r, 2.This drawing is for infomation purposes. It is intended to Port Hadlock, Washington assist in showing features discussed in an attached document, GeoEngineers,Inc.can not guarantee the o accuracy and content of electronic files. The master file G EO E N G I N E E R Figure 1 5 is stored by GeoEngineers,Inc.and will serve as the E official record oth this communication. o i 1 t j,' `G tl?� zj F 554 s' r 1 3} A y �J f r i � f Y .i; yr,.� , 4 y, vss. awe .+Y fa r00. ,'e Fnr s e / A j{• a r 1M17/USN r/ / ,af�ry' p{ w ,/J ✓,a!..f }.' �,n,u yf , -pii:a.1 > Y MY Y Y� 'OF "r £ Y i1tt < afi ri F` y eAe' r `r '' d }^ p i, ffFr 4. fy{; f f i r {}t 1 t r Y} } ''e r {f'`q�+ .` 11.0.0::, r3te: i {J r 'r r/ r p1 F�' d a e ¢ 5 _ p� r r / / a r. 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The mast r file _ 3 O E N I N E E R Figure 2 o is stored by GeoEngineers,Inc.and will serve as the APR L�e�Y. 0 official record oth this communication. —� wnc tr WI 4�fl h \, I20 Td-Tidal Marsh Site 500 0 Co-Coastal Beaches " �IJ E mom mim, Bk-Belfast silt loam C:3 Soils Feet CIC-Cathcart gravelly silt loam HuC-Hoypus gravelly loamy sand Soils Map HvC-Hoypus gravelly sandy loam TuC-Tukey gravelly loam 1 i�1 Portage Way HMP WhC-Whidbey gravelly sandy loam POO Hadlock, Washington Notes I.The locations of all features shown are appmrmate. -._ i t E 2.This drawing'afar mfomation purposes. It is intended to ∎ r 0 assist in shaving features 6scussed in an attached - , APR - 3 `� kO E r I N E E R S Figure 3 $ document. GeoEngineers,Inc.can not guarantee the i g accuracy and content of electronic files. OOP: T`'OEVELCPMENT GEOENGINEERS \ ' 1\`' j / i j I/ i, 1 lj /,l ill;if APPENDIX A /!�/// i Ili,SITE PHOTOGRAPHS { f/i/ii/ /I/li,:///111/90 r.////7,...0 . 111/41 I/ill 1111 ,E 1 11 110:1 5 y i APR - 3 2008 i ., '_ • APPENDIX A SITE PHOTOGRAPHS Photograph 1 Photograph 2 Himalayan blackberry in the center of site looking north Western shoreline of the site looking southwest e.R -; J Y Photograph 3 Photograph 4 Wood chip berm with poison hemlock on the northern portion of Mature vegetation to the west of the site the site APR - 3 2008 f; _y File No.16338-001-00 Page A-1 GEOENGINE iES December 14,2007 • r p. u i TlC• 1 y .^c Photograph 5 Photograph 6 Eastern portion of the site looking south Portage Way looking south along the eastern edge of the site ,t r Photograph 7 Photograph 8 Shoreline use to the west of the site Brant concentration north of the site near Portage Canal APR - 3 2008 ; `i! 0?;',ENT File No.16338-OOI-00 Page A-2 GEOENGINEEFS December 14,2007 . . r--;!-Z`..7-... --zW.:,`Ncl x?agm Y3 'n 6x GEOENGINEERS 1 E \ \ \ \ 4 II i /i' ;1�, 7/i l� f/I (r+JjJrr`r /////'J�`,111t; 417/J ��'� APPENDIX B / ll / SITE DEVELOPMENT PLAN `�by/ ', iiiI2 lily 7/////// //1411/,71//,/," liplar/4/4,7„ �, Vii;, 111/1 4111 if 1 in J ! r1/r�� r ff 1111114,- I i I r--) \ , , 1 APR - 3 2008 Y\ , , .. �\ '� ::LUPi`- dV'T - --- `o .` x 55 c 0 c — < o_ 0 co ..-. on E. c CO CU CO E ca. l 0 03 8 III > P — o 00 Ill O CL '5 Z -.-• 2 i _. ci- --; ul CO 2 Z ci- LLI N ,r, 0) 0 1 Y F Z Ol 0 Iti 0 lai Ill CD <IC >- CD 0_LJ c, < 1— LO EY 0>1— a- o E U) CC CE Z 1/) 0_0 W L- < 0 < w w 0 w 0 0 ce 0 C> 0 w co —■ 0. m 0 0 z LI, 43 pi ,Iszt .4 .,, A.It=114 ,.. -r- ep ce to I LA z 0- If) .... sit 'N'il\1111111Ik II I 670#*#*#i" to 74iiiSiS\ z 0 .‘Sc,## ####* \********* W Z LI , EJ ### ##* 1-- 0 7, 0 ° 0 3 wz w Z in 0 3 0 D Lt_o 1<- 01-1-10C 0 _., •At##t;=,5 6 ‘A k P 0 0 CO AAU ›— I- 0 p , , L_5 ,1,--- ti a fi -.00 , ,00 VIII4■ _. 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J 1 , I golziro,...s.: mro vro . ,-.644;:ix1Y:499fraiN FV9\00\LOOIRCE9 L\-c1V0210 Lii 11E111 . — • GEOENGINEERS ,� . 1\ 3 \ h , l • 111 / !It, liii t APPENDIX C =! - ,/// i BUFFER ENHANCEMENT PLAN Iffj!/�jll/r,//// ////J�I.1-,:/Iv/�/t /.///t tinr� �r�jf ' /// ///�//.,4,/,/ ////ll 71/1/1//11/7/7/707 /1/7.1,ilip1,1,8e rip 11/A filly I 7 0 /1/1111 If( 1 i\‘‘,t,\\,,,. 117."‘ i i A PR - 3 2008 J ORCH\P:\16338001\00\CAD\1 6338001 00.dwg 6JA:BMK 03/21/08 u-1 4 g 7 tiq� °R Z• UHPJ Z n H O m° ' 3k o >>V. >c 13-no T1 CD v In E v n mR�= • Cm� rrlrr, Dp C . . . . n P u N <Zm ZAA <In- Z '• i 0 ir,tve -0 i III I 1 II i v) i VI ii 11 141 I 11 [t Z LU' CO tO O W w w N m g w a 1] .. -9 - W CO m p' GD GI co 01 N D Et 0 III 9 3gd r 3m m y p ¢} _�R Q D'tD� 3 E 9 g n¢ g _GF @. ?R A O _ > p° 8 8 3 § 9 QJ ! I. 777 Fri , a tnom ocnA v 1 �� O D AAZO _ Cm° DOZ A~ , z * DOXy�-1(�ill E Z m m A A—K�mC o o S m 6. 6 V a w . m C.A r r0r<r V) V o A u+ w a w --LDi m r'. z-i o kV�, ° rrl O, Rrzp6 G 0 4i T _,,, N 30. 33• 11-10 ;II 0 00., zZ o ,s+ esr PI r c :1i•s m zZ-B mm N,...,e i '' ° O m p I A � v I mCM r 0 m-0 ' \ �p` c, � o pm. m o . N ^^ 'CU• pi,' O S J �Zm� r Z .0 W VTR n prSm (Z.1 �o \ ? 330• r▪ zi a 0s. O6 00. m 2 a o m /g. O0•. N 77 . . m -__ �FSr 411 '~ . ,,,,--..,° 7 .. 1--,}I O m,_ ,__. • 0 I p m 7 1{ D m Z°0 rri ""( -1 , Z m j°m DX __ __ Z C JC 1 . -.... ,, ..... ,„ . - ---. ----. .. - . --. '• GEOENGINEERS ; I r';,.• ;'..". . • I ) r ! ir i t I - i i / I . i / 1 1 .., 1 i ■ /I . . ■ I 1 i , t,;•- , 1 I 1 i I .•:r: i i t 1 i I ,... // 'It/i ,/ It!, , / APPENDIX D ',c• : I 11/1/ --: I/1/////.1, PLANTING DETAILS ;I.:, 1 •il ir f 7 `/// / r-,_• //it, ///,/ t , ji : -I.• I'',//d//////44- V/i/i //• 7/0 . ' iiiiiiri, • /I- / / ( ,. r--) .\,,, ,\ \ \\ \\ \ -\ \,--, - APR - 3 2008 ‘ 'i \ , -- ',.. , • ... . ,, . KJ O 05 x_ Jo 6 c• o t°o c m• 1 "-OO o. JHw Y &I- . O O• S tyW _ _•IIN CC � c \• Z Qa r T N n F- LL IDZ - s n a1 n m C U al LC w O W _\ `` — 8s o m o_ m Z iQ4on.:-.. y 0. me •ijI1a d Z 3moa$ MN i�= n c 5 ry J `` iII!1 `mc �u¢uUa F a�N[,O z (' J ZM 172 Ow z JZ Op V 22 WZ Ir tal O r 0 M N) O d R N I- Z CCE )-).. U U O U U U O U Z O O O O O 6 O 6 Z< N t0 MD (0 (0 N) NJ t0 Oa z z z z z z z o o O O o w O O C 41 -I C N J J J J 5 J J Q 4171 IC I e7 0:: rn =E •• »= c • • c C & W •OO • ®�• 0 m ass e� t P K F •• •• •:::: c 0 "E U t a i : l ;L'`,, 0.0 • • • • E. rX ^ 1 G $ 0000®®• • `CS °D m a"$ '^ v a 4' �:7.--1 O •000•• • 0 .1 s ••0000:: 0 ms a'' 0 o " s Tw. 'm- H zESL W Egg m 4 OJ q6m m Z r w LL_ K } 0 J Z co n e m-; m O t` w w c 3 w w iO gg w = 2 to m a V, LL ° a '' 2 u ° � E o = o 0 0 wZ° t- 0 z x o Q � ' ` I ms ! 1. 54, E. Li rl 6 ° • • • • o :: • • APR - 3 2008 ' ?f1 zti mFIEa= f __.._- z'( & eo/tz/co rwevro a'oo obicc?,0 lo4tooesset\a\H3ao GEOENGINEERS • ` ,,i1 1 , iiIi / i APPENDIX E �� //I/�� //I/ SPECIES LISTINGS �;. -/iv /l q ill if/ :,:- /11/4/9 774 , /1!f 11;! /,d �� t „( ! /r ::• • //'lel/ •, •/ ////ti I , -' I/ ilfir0 : ` \�. >. \ �`: APR — 3 2008 �� 1 J Endangered Species Act Status of West Coast Salmon& Steelhead Current I Endangered l ESA Listing Actions Species' Species Act I Under Review T Listing Status I 1 Snake River Endan,ered - tteo Sockeye h Salmon (Oxo (Orhvnchus 2 Threatened Ozette Lake _ i, nerka) 3 Baker River Not Warranted 4 Okano an River . Not Warranted 5 Lake Wenatchee Not Warranted ' 6 gmnalt Lake Not Warranted 7 _ Lake Pleasant Not Warranted 8 Sacramento River Winter-rim Chinook Salmon 9 Upper Columbia River Spring-run Endmt,eyed (0.ahawyrscha) 10 Snake River Spring/Summer-non Threatened 11 Snake River Fall run Threatened 12 Pagel Sound Threatened'" 13 Lower Columbia River Threatened 14 Upper Willamette River Threatened IS Central Valley Spring-run Threatened 16 California Coastal TlrrrntrurJ 17 Central Valley Fall and Late Fall-ma • 18 UpperlGamath-TrmityRivers _ _._ _-_Not Warranted 19 Oti%on Coast_ .. . Not Warranted 20 Washm-gton Cons[ __. Not Warranted -.,1 21 Middle Columbia River spring-run Not Warranted 22 Upper Columbia River summer/fall-run Not Warranted 23 Southern Oregon and Northern California Coast Not Warranted m 24 _ Deschutes River sumertfall-run -- - Not Warranted 25 Central California Coast HnJagprrrd Cohn Salmon 26 Southern OregonMor kern California t!a iarr .l (O.kisurch) 27 Lower Columbia River /I r nrd • Critical habitat 28 Oregon Coast Not Warranted 29 Southwest Washio on Undetermined 30 Puget Sound/Strait of Georgia 31 _ Olypm ie Peninsula Not Warranted Chum Salmon 32 Hood Canal Summa my (O.kern) 33 Columbia River _�� !!a r.v ! 34 Puget Sound/Strait of Georgia; Not Warranted 35 Pacific Coast Nor Warranted 36 Southern California £udaneered 37 Upper Columbia .Threatened Steelhcad 38 Central CaliforniaCoast Threatened (O.mykiss) - 39 South Central California Coast Threatened 40 Snake River Basin Threatened 41 Lower Columbia River Threatened 42 California Central Valley _' Threatened 43 Upper Willamette River Threatened • • 44 _Middle Columbia River Threatened 45 Northern California - Threatened 1 46 Oregon Coast ! S,aies a Concern 47 Southwest Washington Not Warranted 48 Olympic Peninsula Mot Wariiinteil • Critical habitat • 49 Puget Sound - Threatened • Protective Regulations 50 Klamath Mountains Province Not Warranted Pick Salmon 51 Even-year Not Warranted (O.gorburcha) 52 Odd-year Not Warranted 1 The ESA defines a"species"to include any distinct population segment of any species of vertebrate fish or wildlife. For Pacific salmon,NOAA Fisheries considers an Evolutionarily Significant Unit,or"ESU,a"species"under the ESA.For Pacific steelhead,NOAA Fisheries has del mmtt'Populanan-Segments- _..� (DPSs)for consideration as"species"under the ESA. ;! _' ; '. r APR - 3 2008 1 \ , , GEOENGINEER5 \ .,, k.,, \ V�,, t � 4 1Ii i ii ill, Ii I, a If ' jff(jl{jfj'j I t 1 J APPENDIX F //if/Ili',//i WDFW, NEST BOXES FOR BIRDS , ,,,,,/////////, // �� I/(//jJ//J/ ft � , , r r/// +, ) �, zip/ /1 1\ 1\ �. . . ', ' \- \:N- -"--- R - 3 2008 „ AP . I 1 �y I ;s 1 mar i' UJP';:;__ V`�"�t 4 ,, , , ,,,,, .. „. ...,,:-......,_ ,..‘, '+ /i, `"3ySe I i ') X\\: \ \ \ a'N r• I1 ,L .l .+..+. tnw; 'N.M. •• J .}. A. !...1.5 .,r J t ,' i >` \� �"3yy �An 1'1 .1 �.,•Jr.�1 {��!—,11�\�''<Y�' ]f d► 16MJ' I/ 1: t tl ' -r�' 4 3 ,?1a \ yyl., LS.eN IT 1,1 'igitiu'iaa v . �� _� �� �'. ` �:"11�� �,(. i,.fi °�� /ra4wi+�n.�z�rs:Iara�ittia T (i r ff, 1• J,.L7"¢14,w,Frmnawr.+.•rayninw.a Muvww 'r r. i,j J,.yf :f =r. x" -- v t ic. .... 1C1a17LC'cx'm`3MOE v ' c..7.1.:iw.` M,!}i c. ti`i,„1,0 frhit D "i,-4 pi i tt�.p�j:f wi y+ I r "''ri ��'� ('_'I C•`,..•�._I_: �� in, tirf fi{}t f 1!I ii 1 A rf '�'4 t'�rrrJt pu„i" xxr I+.il ff [,4*' �i it , '? 1-��4 . � !I 1 � 7 , ( 1 • ?— �� l.u''°•�°��....-. +��' :'{_,_ fi n{I, i` i ` t; •114 \%1 i1 i I ,1 -_I I 1 � i . t1-v., h • , iI .1,t tty.'y7:,' II III 1 y.,,,li;;'gi ' , , J ,:_.1.. . tL�j r.` !r: r tY tm J .f- iI. I �� I w4�'�...frr K'Y?1 1 1. 1 in -♦, �� �'��" r'�/'�'i/S3 mod,. t i 1 , 1 ., ( i I 'I ll' I 'i A:AT-1111.4 g f� �,r i,- •-r 4'14,1_111• ' x. 1$0.4 ,g•i I r'• i ( iNy 1 !-' • ' M. r.x 'I•OF t._ .4°�'t'c_ s D�, rl it 1 '1 Nit , , :11 10, \ ;;N.,,... 1 \,,.. { '" 31' .; +x:jt4 1 II I I t I ( PJ,IknYr` i 'i�� 1 N` ', - „LP = a i`:,,r• 1 J , � 1Jj, �ii J .% i r�{ r l _�'. t i i Pi'' Li ',•• ,;•Yt r,11•*NIA' i r 1 1 E 1{ '� �- -F.1 '1 3' -�,t .101? t� 4\ ', �- I 1 1 1 1 illl ;,, ( vt y�1 1 3 •�)� Y°.' (}° •. w,„Y r4� tN\.Y,}� j• 13 I all .{ .� rA+1kr i'i•' ti I 1► I rA _ .4...),,.4.,"04.,4): :-.-- y 'j •`�'-7• 1 . , 11 1 [n:q? \ . .r' ' _�yx yrk 4{'' iyl a ~I � - ` I I{• ` t' '�, f i � `. r 5• I I "I v ,` 4r a s �''. - LLEtIIt s. �� t — r- -1 -I :1"-�- / ,_.;'-'.4,, � A i -` - • 1ji\` � i Sr \ 1Jax Wildlife Series r Wa shitgfon Da'jrails:tent of Wildlife NEST OXE- . OR B JS As a tree dies, sections of it decay and make up for natural homes that are lost when become hollow. These cavities are dry and too many trees in a bird's habitat are removed. warm, serving as secluded nurseries for many These cavity-nesting birds can, in turn, help young birds. In Washington, about 43 different you by eating insects that may harm your trees kinds of birds nest in holes in dead or dying and bushes. Being concerned about wildlife trees. Of these birds, 15 often occur in city also sho■.s good stewardship for our state's parks and around homes. The more common irreplaceable natural resources. ones are chickadees, nuthatches, flickers, This publicatiV± vets nest box buildirigi,-1 swallows and wrens. materials: designs �ppr�, trucl \m aid_glace; I 1' Putting up nest boxes can help these ment; pest proofing,: i" Ion attracting birds to I; I'': •cavity-nesting birds. Your artificial nest helps your yaici, and facts''Ob if crA ► ' rle8t 08 I;{c'°' I LOi< iY. J 1 OEPi ,D J OiVELOPMENT 2 , >rg - ^yE NC >s -N 2 P 3.Sn >u 4r4kry r ♦ 4> } > 'a > K,.i Materials Design You can buy a bird house through special ENTRANCE HOLE: mail order suppliers, the National Audubon Design and construction of a bird house Society or local need to be bird specific. The most important garden and part of that bird house is the entrance hole. If nursery stores. the hole is too small, the desired bird won't be Or you can build able to enter. If it's too big (and this is more one following likely) undesirable wildlife —like house spar- the guidelines �— rows, starlings, squirrels and cats—can get in '\ and plans in this and harm or evict the intended bird. � .� As a rule, house sparrows can't enter a publication. '� �� Whether you -'�` nest box if the entrance hole is less than 1.25 buy it or build it, c y'l dye +`• inches in diameter. Starlings can't enter if the here are some t � f `1i ` hole is less than 1.75 inches in diameter. The important things ti j tlI , entrance hole sizes in this publication are to keep in mind. I I l ,., designed ned to exclude these pests wherever .ti,. 1 1� g Wood is possible. the best material ` ' I to use for bird �1 I I ROOF: It's 111 Roofs need A.i� ; -`----\ houses. Its a I S , I good insulator, to be built with . 1 1 1 i'r• it's available and enough of a slant �i t ilj easy to use, and to shed water. The it blends in well with the landscape. Three- top front edge of the roof should overhang at quarter inch boards are the easiest to work least 3 inches to protect the entrance from with. Soft Wood, such as pine, is fine for driving rain or snow, and to keep cats from smaller nests,but cedar or redwood may be reaching in from above. used for larger boxes. if you use plywood, Provide a hinged side or roof so houses make sure it is exterior grade. A well-con- can be easily checked and cleaned out each structed house should last 10 to 15 years. year. (Annual cleaning reduces the possibility Use galvanized nails to build houses if of spreading parasites and diseases from year necessary, but remember that they loosen up to year.) Hinges should be rust-proof. Duck as wood expands and contracts in extreme and owl box roofs kept shut with a hook and weather conditions. Cedar and redwood nest eye can be opened by raccoons. It's much boxes should probably be made with concrete easier to use paired roofing nails with large coated or ring shank nails. These nails won't heads or duplex nails on the side of the roof allow the boards to loosen up. Screws also and the upper edge of a side. Wiring these work fine. nails together will keep the bird house shut and raccoon-proof. DO NOTuse wood treated with green preservative. The green copper-based preservative,when ex- posed to water,can produce poisonous vapors. DO NOT paint,stain or treat box with creosote. DO NOT use tin cans, milk cartons or metal for nests. Metals quickly heal up to lethal temperatures on warm spring and summer days,overheating the eggs and killing the birds.Commercial plastic wood duck houses are also acceptable but they should be placed in shady locations. 1 h---,)� J-. f ,,'••i APR - 3 2008 ,_: 1 i . t.c, :;rtv- 3. • SIDES AND SEAMS: other species of birds arrive, put netting or wire Natural tree cavities have rough interior over the entrance hole. surfaces that give young birds traction, espe- cially when climbing out of the nest. A bird WHERE: house can mimic this rough surface below the The nest box should be somewhat entrance holes with grooves, cleats, hardware concealed, in partial shade and placed where cloth or a similar surface that can be gripped predators can't get to it. Check to be sure the by the birds feet. birds have an adequate, clear flight path near Don't nail the sides to the top of the the entrance hole. If possible, the entrance floorboard. The sides of a bird house should should face away from the prevailing wind. It enclose the floorboard. This keeps rain from usually helps to put the box on a habitat edge: seeping into the crack between sides and floor between a group of trees and low-growing and then into the nest. Placing the floorboard bushes, or between bushes and an open 1.25 inches above the meadow, lawn or water. bottom of the sides All nest boxes should be firmly attached also keeps moisture to a support post or a tree. When attaching a from seeping in from nest box to a live tree, use lag screws and below. washers. These screws can be gradually All seams that loosened as years pass, allowing the tree to won't be open should o grow without any deformities. be water tight. Exterior \ o glue or caulking materi- HOW MANY: als work well for this. A good rule of thumb is to allow 1/4-acre between most bird houses. Because most VENTILATION birds are territorial, the average-sized yard will HOLES: probably only hold one nesting pair of a par- At least two 1/4- ticular species. Territory size varies among inch holes should be drilled near the top of the birds—house sparrows and tree swallows right and left sides of all bird boxes to let air require only several feet of space, robins need circulate. This is especially important for small less than half an acre, while chickadees and nest boxes. Drainage holes are also important. nuthatches usually need several acres. Other Drill at least tour 114-inch drain holes in the birds, like purple martins and wood ducks, floor of the house. This will help drain moisture don't defend territories. That's why martin that manages to get inside. houses are the "apartment" type. Territories change from year to year, so a Placement well-designed and well-placed nest box will eventually be used if birds you're trying to WHEN: attract are found in your neighborhood. If a Some birds begin courtship and nesting nest box isn't used for some time, birds nesting activities as early as February, but most birds nearby may be defending the area from other select sites from late March through May. This birds of the same species. It may help to set Is also the time when most migrating birds out several nest boxes (for certain species) in return to Washington. Nest boxes can be set different places so birds can pick the best site. out as you notice new birds arriving. If you don't want house sparrows or European However, newly made bird houses need starlings to be your next tenants, be sure to to be set out in winter to weather and air out. take down unused houses after the desired _ To prevent house sparrows and European birds have settled y ` starlings from setting up house in the m before -� i APR - 4 •; it is [' lli. a' I r V < y < Pest Placing nest boxes four to five feet off the I?) lire ll ground and in brushy areas will discourage Proofing t I these pests. ` 1 • • 1� l���I1 If you want to get rid of house sparrows Natural enemies or European starlings that are nesting in a bird pose the greatest threat � house, it is legal to remove their nests and to birds using man- destroy the eggs. (Unlike most birds, these Il made boxes. Metal 1 •• I,, species are not protected by any state or poles used for mounts , I p,, federal law.) Nests may have to be removed or a sheet metal guard 1 r y `r five to six times before sparrows or starlings encircling trees or 11P/141 11 finally abandon the house. wooden poles helps �i,t Small animals, like mice, squirrels, bees protect birds from cats and wasps, may also decide to move into a and squirrels. Suspend- tO, nest box. If you don't want them there, remove ing nest boxes from •h the nest to discourage them. wires beyond the • When the nesting season is over, open jumping range of these ,A \ an unseamed panel on the nest box and leave predators is also effec- 1//f \\ it that way throughout the winter. This prevents tive. ''Ii I \\\\ deer mice from using it as a winter home. Perches aren't 71, Otherwise these mice may "defend" their box really needed. If left on • from returning songbirds in the spring by killing a nest box, perches will hti and eating them if the birds enter "their" box. attract house sparrows If raccoon are stealing eggs from a nest box, and starlings.The place one or two boards with the proper en- exception might be wood ducks. For them a trance hole drilled in them over the original slab of wood with the bark attached placed hole. This makes a short tunnel into the nest. horizontally under the entrance hole can make The raccoon's arm may still get into the box, landings easier. but it won't be able to bend it down to reach the House sparrows and European starlings eggs or chicks. usually won't nest within ten feet of the ground. Tips On Attracting Birds i � .,0..0. • Plant native trees and shrubs for food and shelter $+', ►�� Sf t • Avoid using insecticide sprays whenever possible 0:14 '�•. � Its • Leave grass and bush cuttings for nesting material w14-0 :•; • Provide clean water in shallow, gently sloping containers • Plant colorful wildflowers that will attract insects for birds to eat - • Leave 1-inch to 4-inch lengths of string or yarn for nesting material • Set out chopped apples, raisins, prunes or oranges to entic t eating 41110 1 I "\1 ; 4 APR .3 2Ot Tt vib`A h' 3 , M 5. Facts about Cavity-nesting Birds WOOD DUCK: Inhabits woodland streams and ponds during summer; not common in urban areas. Nest is a bare cavity, lined with down. Lays 8-10 white or creamy eggs. AMERICAN KESTREL: Inhabits open areas with scattered trees;not common in urban areas.Nest is a shallow scrape in a cavity. Lays 4-5 mostly-white eggs. Eats rodents and insects. BARN OWL: Uses a variety of habitats. Nest is a shallow hollow in a cavity. Lays 4-7 white eggs.Eats rodents. SCREECH OWL:Widely distributed in forests,parks,orchards and woodlots.Nest is an unlined tree cavity. Lays 4-5 white eggs:Eats rodents. NORTHERN FLICKER:Lives in open or sparsely wooded areas.Nest cavity is usually excavated in live wood. Lays 6-8 glossy white eggs. Eats insects, especially ants. HAIRY WOODPECKER: Inhabits mature woodlands, especially deciduous forests;uncommon in urban areas. Nest cavity is usually excavated in live wood.Usually lays 4 glossy white eggs. Eats insects. DOWNY WOODPECKER:Inhabits open woodlands and natural parks;more common than hairy woodpecker in urban areas. Nest cavity is usually in dead wood. Lays 4-5 glossy-white eggs. Eats insects. VIOLET-GREEN SWALLOW:Common in urban areas during the summer.Nest is a cup of dry grasses lined with feathers and fine materials placed in a crevice in buildings,old woodpecker holes or bird houses. Lays 4-5 white eggs. Eats flying insects. TREE SWALLOW:Widely distributed in summer,usually near water. Less common than violet-green swallow in urban areas. Nest is a cup of grasses lined with leathers in a natural cavity,old woodpecker hole or a crevice in a building. Lays 4-6 white eggs.Eats flying insects. PURPLE MARTIN:Widely distributed in summer,In past near human settlements,but now rare in the state due to habitat losses and competition from house sparrows and starlings for nest sites. Nest is placed in crevices in rocks, trees or buildings,or in old woodpecker holes.Lays 4-5 white eggs.Eats flying insects, CHESTNUT-BACKED CHICKADEE: Inhabits coniferous forests. Nest is made of moss, with a cup of fur,feathers and fibers. Lays 6-7 white eggs,sometimes speckled. Eats insects in summer,seeds in winter. BLACK-CAPPED CHICKADEE: Inhabits open areas with scattered trees;common in urban areas. Nest and diet similar to chestnut-backed chickadee.Lays 6-8 white creamy eggs. RED-BREASTED NUTHATCH:Found in mixed forests;not common in urban areas. Nest is a cavity in dead wood,with a cup of grasses, rootlets and fur.Tree resin is smeared around the entrance hole. Lays 5-6 white or creamy eggs, usually speckled. Eats insects and seeds. HOUSE WREN:Widely distributed in areas with shrubby cover;uncommon summer resident in urban areas. Nests in any cavity, including the pockets of pants hanging on a clothesline.Lays 6-8 white,finely speckled eggs. Eats insects. BEWICK'S WREN:Inhabits open woodlands and thickets. Nest is a bulky cup in any cavity. Lays 5-7 white eggs, often speckled. Eats insects. WESTERN BLUEBIRD:Inhabits woodland clearings and open areas;rare in urban areas. Nest is a slight cup in a cavity, made of dry grasses and a few feathers.Lays 4-6 blue eggs. Suffers tror -less-ef habitat and competition for nest sites from starlings. - i ,;r-i c ,1 6 Fes.^M+} ) 0 N. \•'�yycc S3 at yY,f,?v5 3. ro ip ,W .. • ' 0 6 . „ . } _ , .r 's£ '. y. f .,F' ,$.v`�':43:i^'k 4? • T`.A,,. ) 3?,Ake * F <,< A ,c - Fs J.. s ,.,.. K .,.M*. ygo5 2..}+.3'.','�,fA:".Zx.,.3"'u` i�rb .:1. .,v::`v,.,ai:�:<.} ..?,. � ' < !i m}i:::: :.*::,S r . ° .,.s...:r.. . ° `::..? -. •... .�;` 111 rn o> CO .a • • K m y L L L vi G •G 3 .1J .; N N N 0 E N 3 01 E *. a∎ 0 N - 10 N 0 0 O C —' 1t. 0 0 O O O m 0 5 N � co N L >i 3 3 L N N :3: ... cNi ,a L '$ •j 0 S -o--28° g". • ra N Y Y Y 2 C O O co �� m d m ca m m °a y v 3 0) Wb m CL a a E > `o o `o c V '5 . a N N 0 a •3 m ✓; H .s p W ,..r a nn�� 00 �j p L Z m m .O O N O 61 0 �. ¢f S a O U eP m r a v - b v -O - N a c zr, al U N O a- C O "O U 'O 0 H o D - po at •ti Q_ d N m .O O N N N O 7 f43 a•J 0 O .O y 1d N Ul >_ ▪ E rn E o m m m o o n $ > O 1'J 0 O ti. N O 2 m N L `O 0 0 0 0 C C P y ° m CS 0 N 0 N h' p >a 0 CI' 5 Et!p c' ro 'CC«S -ww '� '� 'p� -rp5 c a -8 2 o C �y� •N 0 , b �ppm S S 8 •ppW O 8 C N "'0. CIS C C L N 0 p �Ck 0C nnCn777 0 m C 0 0 Sy m C O 7 IOtl 3 S_ G• 3 0 N a 0. o 0 ci 0 c z a E. 5 0 0 . - c 0 'a a . a s v pk,mom., - M co N T to tn m N tn N in oS O N o •m 0 0 O N Co CV V W CV to C tD O V rO to r0 V cm N N IA Ll to In N to V to m • CV to CV N N 0 111. _c M CO • > T -. N to r N • M r '- .- In Y •E. C X T T CV M r W ti r CD C m O N CV D '7 T N tO tD h. N O D U 1 4 V N . [A O 0} al C LL C W v rr�� 2, N tT co 03 10 CO VJ N° N U CV t0 CT CD to C.f (T co W LO to M CV tG ❑ U L •r{ in •}•.< ,n co co co �. m W .-- tO N C '•f co 'ST CO CO CO In 10 lt) V A % O°a •> C x x x >t > X x x x x >C x x x H X X W E U C CD 0 tD ir7 V C N- t0 ' CO CD CO (0 N to N C CO Pik m 1. O O o! C mn ° o N 3 V C 3 N N Y O o 0 'p N 3 O Co V 2 Cip'°� m O O 0 m O m m m ° Cr) 3 v 0 0 2 c 3 01 c ❑ E A 1. U U b (n y C a m C C co .:. cWi -p C D Vd y C C N U > >C ,_ L G m 0 0 N p O fly E m c is t >0 " ta o t`) Fs---4-- , ,1 - h- . 1 t� t to a m m m U ❑ u`. x z a a: cn 1 `,te 1 ��; APR - 3 2008 `; NT r . 't-J i:`:Ye ° -A. t rT_, w.. k :t a.7..:. . `�"•&,t/ 7. - �—a:'.u'Y'x,i;. , `2 t :..3 ....- 4 . ' f`•:P r a v t x ,F> 4y-. A.�,: ,.°JV,?.c' '1�: Y v.o 4.%..:. S y N*;. :e£. . ,m^..... .I+Lp.-,•''•5i'v . • Entrance HO1e Cut-puts • Trace on to wood with carbon paper. - Wrens, chickadee & nuthatches • Western Bluebird and Tree Swallow iip Purple Martin Northern Flicker American Kestrel Cut oft this point after drilling holes Screech Owl and Saw-whet Owl a.s Wood Duck The entrance hole for Violet-green Swallows is an oval shape, 7!8" high and 3.5"wide.A diamond-pattern could also be used with the same dimensions. a , }$ QQ �}.{. 3' S ....a:�n .}3 ..., } k• t. " . . .... .:-_. .... ....: :� .,t .n,41 f •nl.s i'• 151> i f J _Y :_Ui�fliLN l T 4x. 0 • _ .sf � � 3 r .h. References (The) Audubon Society Guide to Attracting Birds by Stephen Kress, 1985. Charles Scribner's Sons, New York, NY. (The) Birdhouse Book by Don McNeil, 1979. Pacific Search Press, 222 Dexter Ave. N., Seattle, WA 98109. Building Birdhouses and Feeders by Ed and Stevie Baldwin, 1985. Doubleday and Co, Inc., Garden City, New York, NY. Cavity-Nesting Birds of North Americ.n Forests by Scott Virgil et al, 1977. Agriculture Handbook 511, U.S. Forest Service. For sale by the Superintendent of Documents, U.S. Government Printing Office, Washington, D.C. 20402. (The) Complete Book of Birdhouse Construction for Woodworkers. by Scott Campbell, 1984. Dover Publications, Inc. New York, NY. ,(A) Field Guide to Western Birds' Nests by Hal Harrison, 1979. Houghton Mifflin Co., Boston, MA. Homes for Birds by Daniel Boone, 1979. Conservation Bulletin 14, U.S. Fish and Wildlife Service. For sale by the Superintendent of Composition, U.S. Government Office, Washington, D.C. 20402. How to Attract, House and Feed Birds by Walter Schultz, 1970. Macmillan Publishing Co., New York, NY. How to Control House Sparrows by Don Grussing, 1980. Roseville Publishing House, P.O. Box 8083, Roseville, MN 55113. This urban syncline publication was funded by the t4rashinglon Department of 4 I:1 I /l1d/ire's f'orseame Program and Wildrife Educaiicn Program, through the safe of person .' i !,zed licr n,o prates. Produced by Donna Giols•rer; Tuxt by Stephen Pontand and Donna Gleisner, ' ..•. — Aril ork by: Nicola Yarbrough First printing 1988, 15K; Second printing 7990, 10K; Third printing 1992, 10K The Washington Department of WildIlle will provide equal opponunities to all Washington Department of Wildlife potential end existing employees without regard to race,creed,color,sex,sexual orientation,religion,ego,marital status,national origin,d'sablity.or Vre:narn Era Voloran's Serving Washington's status.The ddparimenl recolvos Federal Aid for tI h and wildlife restoration. , The daparanon7 is subjoct to Title VI of the CNII Rights AC 011904 and t lay ay. 504 of the Rehabilitation Act of 1973,whichprohibas discrimination on the basis of .it wildlife and people-- race.color,national origin or handicap. II you betiovo you have boon dsa{m0uted against xi . In any department program,activity,or facility,or if you want Cunha irdormelion about Tejo t� d VI or Section 534,write lo:Oltice at Equal O,jrorlunhy,U.S.Department of Interior, now and in the Washington.O.C.20240,m Washington°apartment d W Idth%,500 Capitol Way N. * o er'e'~ Olympia WA 93501-101. uture - ----- ----- APR - 3 2008 U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 • FEDERAL EMERGENCY MANAGEMENT AGENCY Expiration Date: July 31, 2015 National Flood Insumoce Program IMPORTANT:Follow the instructions on pages 1-9. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Cha11es Law Policy Number: A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number: 181 Portage Way City Port Hadlock State WA ZIP Code 98339 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) Parcel Number 962-700-108,Lot 2 of Nason Short Plat A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) Residential A5. Latitude/Longitude:Lat. 48'1 01'14 77" Long. 122d 43'52 97" Horizontal Datum: ❑NAD 1927 0 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): A9.For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 1100 sq ft a) Square footage of attached garage sq ft b) No.of permanent flood openings in the crawlspace or 13 b) Number of permanent flood openings in the attached garage enclosure(s)within 1.0 foot above adjacent grade 1612 within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b sq In c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? ❑Yes ®No d) Engineered flood openings? ❑yes ❑No SECTION B-FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name&Community Number 82.County Name 03.State Jefferson B4. Map/Panel Number B5.Suffix B6.FIRM Index Date B7.FIRM Panel Effective/ 68.Flood Zone(s) B9.Base Flood Elevation(s)(Zone Revised Date A0,use base flood depth) 0190 B 06/21/1977 07/19/1982 A N/A p10.Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9: ❑FIS Profile ❑FIRM ❑Community Determined RI Other/Source: None B11.Indicate elevation datum used for BFE in Item 89: ❑NGVD 1929 ❑NAVD 1988 ❑Other/Source: 812.Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes El No Designation Date: / / ❑CBRS ❑OPA SECTION C-BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑Construction Drawings* ❑Building Under Construction' ❑Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones A1—A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/A0.Complete Items C2.a—h below according to the building diagram specified in Item A7.In Puerto Rico only,enter meters. Benchmark Utilized: Vertical Datum: Indicate elevation datum used for the elevations in items a)through h)below. ❑NGVD 1929 ❑NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) ❑feet ❑meters b) Top of the next higher floor ❑feet ❑meters c) Bottom of the lowest horizontal structural member(V Zones only) ❑feet ❑meters d) Attached garage(top of slab) ❑feet ❑meters e) Lowest elevation of machinery or equipment servicing the building ❑feet ❑meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) ❑feet ❑meters g) Highest adjacent(finished)grade next to building(HAG) ❑feet ❑meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including ❑feet ❑meters structural support SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information.I certify that the Information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S.Code,Section 1001. ❑Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a ❑Check here if attachments. licensed land surveyor? ❑Yes ❑No Certifier's Name License Number Title Company Name Address City State ZIP Code Signature Date Telephone FEMA Form 086-0-33(7/12) See reverse side for continuation. Replaces all previous editions. • ELEVATION CERTIFICATE, page 2 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: 181 Portage Way City State ZIP Code Company NAIC Number: Port Hadlock WA 98339 SECTION D—SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments Signature Date SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items El—E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B,and C. For Items El—E4,use natural grade,if available.Check the measurement used.In Puerto Rico only,enter meters. El.Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is 0 0 C. feet ❑meters ❑above or ®below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is 0 . 0 ❑feet ❑meters ❑above or ®below the LAG. E2.For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is 2 . 2 ®feet ❑meters ®above or ❑below the HAG. E3.Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4.Top of platform of machinery and/or equipment servicing the building is 2 . 2 ®feet ❑meters ®above or ❑below the HAG. E5.Zone AO only:If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance?❑Yes ❑No ❑Unknown.The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Kathryn Sidwell for American Land Science,inc Address PO Box 547 City Chimacum State WA ZIP Code 98325 Date Telephone ( ) Signature 411:1.0.7... Nla[. �� ' 360 385-9851 Comments This Elevation Certificate was created using the building plans and site plans provided by the owner as of the date noted. The floor heights were referenced from the existing structures of the parcel. ❑Check here if attachments. SECTION G-COMMUNITY INFORMATION (OPTIONAL) The local official who Is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items G8-010.In Puerto Rico only,enter meters. 01. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information.(Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located In Zone A(without a FEMA-issued or community-issued BFE)or Zone A0. G3. ❑ The following information(Items G4—G9)is provided for community floodplain management purposes. G4. Permit Number G5.Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑New Construction ❑Substantial Improvement 08. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters Datum G9. BFE or(in Zone AO)depth of-flooding at the building site: ❑feet ❑meters Datum 010.Community's design flood elevation: ❑feet ❑meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments. FEMA Form 086-0-33(7/12) Replaces all previous editions. O�4A .A.T � c,,,, 6 FEMA NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE AND INSTRUCTIONS 2012 EDITION National Flood Insurance Program ELEVATION CERTIFICATE Paperwork Reduction Act Notice Public reporting burden for this data collection is estimated to average 3.75 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and submitting this form. You are not required to respond to this collection of information unless a valid OMB control number is displayed on this form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing the burden to: Information Collections Management, Department of Homeland Security, Federal Emergency Management Agency, 1800 South Bell Street,Arlington,VA 20598-3005, Paperwork Reduction Project (1660-0008). NOTE: Do not send your completed form to this address. Privacy Act Statement Authority:Title 44 CFR § 61.7 and 61.8. Principal Purpose(s):This information is being collected for the primary purpose of estimating the risk premium rates necessary to provide flood insurance for new or substantially improved structures in designated Special Flood Hazard Areas. Routine Use(s):The information on this form may be disclosed as generally permitted under 5 U.S.C. § 552a(b)of the Privacy Act of 1974,as amended.This includes using this information as necessary and authorized by the routine uses published in DHS/FEMA-003 - National Flood Insurance Program Files System or Records Notice 73 Fed. Reg. 77747 (December 19, 2008); DHS/FEMA/NFIP/ LOMA-1-National Flood Insurance Program (NFIP) Letter of Map Amendment(LOMA)System of Records Notice 71 Fed. Reg. 7990 (February 15,2006);and upon written request,written consent,by agreement,or as required by law. Disclosure:The disclosure of information on this form is voluntary; however,failure to provide the information requested may result in the inability to obtain flood insurance through the National Flood Insurance Program or the applicant may be subject to higher premium rates for flood insurance. Information will only be released as permitted by law. Purpose of the Elevation Certificate The Elevation Certificate is an important administrative tool of the National Flood Insurance Program (NFIP). It is to be used to provide elevation information necessary to ensure compliance with community floodplain management ordinances,to determine the proper insurance premium rate,and to support a request for a Letter of Map Amendment(LOMA)or Letter of Map Revision based on fill (LOMR-F). The Elevation Certificate is required in order to properly rate Post-FIRM buildings,which are buildings constructed after publication of the Flood Insurance Rate Map (FIRM), located in flood insurance Zones A1-A30,AE,AH,A (with BFE),VE,V1-V30,V (with BFE),AR, AR/A,AR/AE,AR/A1-A30,AR/AH, and AR/A0. The Elevation Certificate is not required for Pre-FIRM buildings unless the building is being rated under the optional Post-FIRM flood insurance rules. As part of the agreement for making flood insurance available in a community,the NFIP requires the community to adopt floodplain management regulations that specify minimum requirements for reducing flood losses. One such requirement is for the community to obtain the elevation of the lowest floor(including basement)of all new and substantially improved buildings,and maintain a record of such information.The Elevation Certificate provides a way for a community to document compliance with the community's floodplain management ordinance. Use of this certificate does not provide a waiver of the flood insurance purchase requirement.Only a LOMA or LOMR-F from the Federal Emergency Management Agency(FEMA)can amend the FIRM and remove the Federal mandate for a lending institution to require the purchase of flood insurance. However,the lending institution has the option of requiring flood insurance even if a LOMA/LOMR-F has been issued by FEMA.The Elevation Certificate may be used to support a LOMA or LOMR-F request. Lowest floor and lowest adjacent grade elevations certified by a surveyor or engineer will be required if the certificate is used to support a LOMA or LOMR-F request. A LOMA or LOMR-F request must be submitted with either a completed FEMA MT-EZ or MT-1 package,whichever is appropriate. This certificate is used only to certify building elevations. A separate certificate is required for floodproofing. Under the NFIP non- residential buildings can be floodproofed up to or above the Base Flood Elevation (BFE). A floodproofed building is a building that has been designed and constructed to be watertight (substantially impermeable to floodwaters) below the BFE. Floodproofing of residential buildings is not permitted under the NFIP unless FEMA has granted the community an exception for residential floodproofed basements. The community must adopt standards for design and construction of floodproofed basements before FEMA will grant a basement exception.For both floodproofed non-residential buildings and residential floodproofed basements in communities that have been granted an exception by FEMA,a floodproofing certificate is required. Additional guidance can be found in FEMA Publication 467-1, Floodplain Management Bulletin: Elevation Certificate, available on FEMA's website at htto://www.fema.gov/library/viewRecord.do?id=1727. FEMA Form 086-0-33(Revised 7/12) F-053 U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB NO. 1660-0008 FEDERAL EMERGENCY MANAGEMENT AGENCY Expiration Date:July 31,2015 National Flood Insurance Program IMPORTANT: Follow the instructions on pages 1-9. SECTION A- PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number: City State ZIP Code A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) A5. Latitude/Longitude:Lat. Long. Horizontal Datum: ❑NAD 1927 ❑NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number A8. For a building with a crawlspace or enclosure(s): A9.For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) sq ft a) Square footage of attached garage sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b sq in c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? ❑Yes ❑No d) Engineered flood openings? ❑Yes ❑No SECTION B-FLOOD INSURANCE RATE MAP(FIRM) INFORMATION B1. NFIP Community Name&Community Number B2.County Name B3. State B4. Map/Panel Number B5.Suffix B6.FIRM Index Date B7.FIRM Panel Effective/ B8.Flood Zone(s) B9.Base Flood Elevation(s)(Zone Revised Date A0,use base flood depth) B10.Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9: ❑FIS Profile ❑FIRM ❑Community Determined ❑Other/Source: B11.Indicate elevation datum used for BFE in Item B9: ❑NGVD 1929 ❑NAVD 1988 ❑Other/Source: B12.Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes ❑No Designation Date: / / ❑CBRS ❑OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑Construction Drawings* ❑Building Under Construction* El Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones A1-A30,AE,Ali,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/Al-A30,AR/AH,AR/AO.Complete hems C2.a-h below according to the building diagram specified in Item A7.In Puerto Rico only,enter meters. Benchmark Utilized: Vertical Datum: Indicate elevation datum used for the elevations in items a)through h)below. ❑NGVD 1929 ❑NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) ❑feet ❑meters b) Top of the next higher floor ❑feet ❑meters c) Bottom of the lowest horizontal structural member(V Zones only) ❑feet ❑meters d) Attached garage(top of slab) ❑feet ❑meters e) Lowest elevation of machinery or equipment servicing the building ❑feet ❑meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) ❑feet ❑meters g) Highest adjacent(finished)grade next to building(HAG) ❑feet ❑meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including ❑feet ❑meters structural support SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information.I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement maybe punishable by fine or imprisonment under 18 U.S.Code,Section 1001. ❑Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a ❑Check here if attachments. licensed land surveyor? ❑Yes ❑No Certifiers Name License Number PLACE SEAL Title Company Name HERE Address City State ZIP Code Signature Date Telephone FEMA Form 086-0-33(Revised 7/12) See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE, page 2 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number: City State ZIP Code Company NAIC Number: SECTION D-SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments Signature Date SECTION E-BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items El-E5.If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B,and C. For Items El-E4,use natural grade,if available.Check the measurement used. In Puerto Rico only,enter meters. El.Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or ❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or ❑below the LAG. E2.For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is ❑feet El meters ❑above or ❑below the HAG. E3.Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4.Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or ❑below the HAG. E5.Zone AO only:If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance?❑Yes ❑No ❑Unknown.The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items GB-G10.In Puerto Rico only,enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information.(Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3. ❑ The following information(Items G4-G10)is provided for community floodplain management purposes. G4. Permit Number G5.Date Permit Issued G6.Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters Datum GlO.Community's design flood elevation: ❑feet ❑meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments. FEMA Form 086-0-33(Revised 7/12) Replaces all previous editions. . ELEVATION CERTIFICATE, page 3 BUILDING PHOTOGRAPHS See Instructions for Item A6. IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg. No.)or P.O.Route and Box No. Policy Number: City State ZIP Code Company NAIC Number: If using the Elevation Certificate to obtain NFIP flood insurance,affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section AS. If submitting more photographs than will fit on this page,use the Continuation Page. FEMA Form 086-0-33(Revised 7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 4 BUILDING PHOTOGRAPHS Continuation Page IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: City State ZIP Code Company NAIC Number: If submitting more photographs than will fit on the preceding page,affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View";and,if required,"Right Side View" and"Left Side View."When applicable,photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. FEMA Form 086-0-33(Revised 7/12) Replaces all previous editions. US.DEPARTMENT OF HOMELAND SECURITY Instructions for Completing OMB No. 1660-0008 FEDERAL EMERGENCY MANAGEMENT AGENCY Expiration Date:July 31, 2015 National Flood Insurance Program the Elevation Certificate The Elevation Certificate is to be completed by a land surveyor,engineer,or architect who is authorized by law to certify elevation information when elevation information is required for Zones A1—A30, AE, AH, A (with BFE), VE, V1—V30, V (with BFE), AR, AR/A, AR/AE, AR/Al-A30, AR/AH, or AR/AO. Community officials who are authorized by law or ordinance to provide floodplain management information may also complete this form. For Zones AO and A (without BFE), a community official, a property owner, or an owner's representative may provide information on this certificate, unless the elevations are intended for use in supporting a request for a LOMA or LOMR-F. Certified elevations must be included if the purpose of completing the Elevation Certificate is to obtain a LOMA or LOMR-F. The property owner, the owner's representative, or local official who is authorized by law to administer the community floodplain ordinance can complete Section A and Section B.The partially completed form can then be given to the land surveyor, engineer,or architect to complete Section C.The land surveyor, engineer, or architect should verify the information provided by the property owner or owner's representative to ensure that this certificate is complete. In Puerto Rico only, elevations for building information and flood hazard information may be entered in meters. SECTION A—PROPERTY INFORMATION Items Al—A4. This section identifies the building, its location, and its owner. Enter the name(s) of the building owner(s), the building's complete street address, and the lot and block numbers. If the building's address is different from the owner's address, enter the address of the building being certified. If the address is a rural route or a Post Office box number, enter the lot and block numbers, the tax parcel number, the legal description, or an abbreviated location description based on distance and direction from a fixed point of reference. For the purposes of this certificate, "building" means both a building and a manufactured (mobile) home. A map may be attached to this certificate to show the location of the building on the property. A tax map, FIRM, or detailed community map is appropriate.If no map is available,provide a sketch of the property location, and the location of the building on the property. Include appropriate landmarks such as nearby roads, intersections, and bodies of water. For building use, indicate whether the building is residential, non-residential, an addition to an existing residential or non-residential building, an accessory building (e.g., garage), or other type of structure. Use the Comments area of the appropriate section if needed, or attach additional comments. Item AS.Provide latitude and longitude coordinates for the center of the front of the building. Use either decimal degrees (e.g., 39.5043°, -110.7585°) or degrees, minutes, seconds (e.g., 39° 30' 15.5", -110° 45' 30.7") format. If decimal degrees are used, provide coordinates to at least 4 decimal places or better. When using degrees, minutes, seconds, provide seconds to at least 1 decimal place or better.The latitude and longitude coordinates must be accurate within 66 feet.When the latitude and longitude are provided by a surveyor,check the"Yes"box in Section D and indicate the method used to determine the latitude and longitude in the Comments area of Section D. If the Elevation Certificate is being certified by other than a licensed surveyor, engineer, or architect, this information is not required.Provide the type of datum used to obtain the latitude and longitude. FEMA prefers the use of NAD 1983. Item A6.If the Elevation Certificate is being used to obtain flood insurance through the NFIP,the certifier must provide at least 2 photographs showing the front and rear of the building taken within 90 days from the date of certification.The photographs must be taken with views confirming the building description and diagram number provided in Section A.To the extent possible,these photographs should show the entire building including foundation. If the building has split-level or multi-level areas, provide at least 2 additional photographs showing side views of the building. In addition,when applicable, provide a photograph of the foundation showing a representative example of the flood openings or vents. All photographs must be in color and measure at least 3" x 3". Digital photographs are acceptable. Item A7.Select the diagram on pages 7-9 that best represents the building.Then enter the diagram number and use the diagram to identify and determine the appropriate elevations requested in Items C2.a—h. If you are unsure of the correct diagram, select the diagram that most closely resembles the building being certified. Item A8.a Provide the square footage of the crawlspace or enclosure(s) below the lowest elevated floor of an elevated building with or without permanent flood openings. Take the measurement from the outside of the crawlspace or enclosure(s). Examples of elevated buildings constructed with crawlspace and enclosure(s) are shown in Diagrams 6-9 on pages 8-9. Diagram 2, 4, or 9 should be used for a building constructed with a crawlspace floor that is below the exterior grade on all sides. NFIP Elevation Certificate Instructions—Page 1 Items A8.b-d Enter in Item A8.b the number of permanent flood openings in the crawlspace or enclosure(s) that are no higher than 1.0 foot above the higher of the exterior or interior grade or floor immediately below the opening. (A permanent flood opening is a flood vent or other opening that allows the free passage of water automatically in both directions without human intervention.) If the interior grade elevation is used,note this in the Comments area of Section D.Estimate the total net area of all such permanent flood openings in square inches, excluding any bars, louvers,or other covers of the permanent flood openings, and enter the total in Item A8.c. If the net area cannot be reasonably estimated, provide the size of the flood openings without consideration of any covers and indicate in the Comments area the type of cover that exists in the flood openings. Indicate in Item A8.d whether the flood openings are engineered. If applicable, attach a copy of the Individual Engineered Flood Openings Certification or an Evaluation Report issued by the International Code Council Evaluation Service (ICC ES), if you have it. If the crawlspace or enclosure(s) have no permanent flood openings, or if the openings are not within 1.0 foot above adjacent grade, enter "0" (zero) in Items A8.b-c. Item A9.a Provide the square footage of the attached garage with or without permanent flood openings. Take the measurement from the outside of the garage. Items A9.b-d Enter in Item A9.b the number of permanent flood openings in the attached garage that are no higher than 1.0 foot above the higher of the exterior or interior grade or floor immediately below the opening. (A permanent flood opening is a flood vent or other opening that allows the free passage of water automatically in both directions without human intervention.) If the interior grade elevation is used, note this in the Comments area of Section D. This includes any openings that are in the garage door that are no higher than 1.0 foot above the adjacent grade. Estimate the total net area of all such permanent flood openings in square inches and enter the total in Item A9.c. If the net area cannot be reasonably estimated, provide the size of the flood openings without consideration of any covers and indicate in the Comments area the type of cover that exists in the flood openings. Indicate in Item A9.d whether the flood openings are engineered. If applicable, attach a copy of the Individual Engineered Flood Openings Certification or an Evaluation Report issued by the International Code Council Evaluation Service (ICC ES), if you have it.If the garage has no permanent flood openings,or if the openings are not within 1.0 foot above adjacent grade, enter "0" (zero) in Items A9.b-c. SECTION B- FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Complete the Elevation Certificate on the basis of the FIRM in effect at the time of the certification. The information for Section B is obtained by reviewing the FIRM panel that includes the building's location. Information about the current FIRM is available from the Federal Emergency Management Agency (FEMA) by calling 1-800-358-9616. If a Letter of Map Amendment (LOMA) or Letter of Map Revision (LOMR-F) has been issued by FEMA,please provide the letter date and case number in the Comments area of Section D or Section G, as appropriate. For a building in an area that has been annexed by one community but is shown on another community's FIRM, enter the community name and 6-digit number of the annexing community in Item B1, the name of the county or new county, if necessary,in Item B2, and the FIRM index date for the annexing community in Item B6.Enter information from the actual FIRM panel that shows the building location, even if it is the FIRM for the previous jurisdiction, in Items B4, B5, B7, B8, and B9. If the map in effect at the time of the building's construction was other than the current FIRM, and you have the past map information pertaining to the building,provide the information in the Comments area of Section D. Item Bl.NFIP Community Name&Community Number. Enter the complete name of the community in which the building is located and the associated 6-digit community number. For a newly incorporated community, use the name and 6-digit number of the new community. Under the NFIP, a "community" is any State or area or political subdivision thereof, or any Indian tribe or authorized native organization,that has authority to adopt and enforce floodplain management regulations for the areas within its jurisdiction. To determine the current community number, see the NFIP Community Status Book, available on FEMA's web site at http://www.fema.gov/fema/csb.shtm, or call 1-800-358-9616. Item B2.County Name.Enter the name of the county or counties in which the community is located.For an unincorporated area of a county, enter "unincorporated area" For an independent city, enter "independent city." Item B3.State. Enter the 2-letter state abbreviation (for example, VA, TX, CA). Items B4-BS.Map/Panel Number and Suffix.Enter the 10-character"Map Number" or "Community Panel Number" shown on the FIRM where the building or manufactured (mobile) home is located. For maps in a county-wide format, the sixth character of the "Map Number" is the letter "C" followed by a 4-digit map number. For maps not in a county-wide format, enter the "Community Panel Number" shown on the FIRM. NFIP Elevation Certificate Instructions-Page 2 Item B6.FIRM Index Date. Enter the effective date or the map revised date shown on the FIRM Index. Item B7. FIRM Panel Effective/Revised Date. Enter the map effective date or the map revised date shown on the FIRM panel. This will be the latest of all dates shown on the map. The current FIRM panel effective date can be determined by calling 1-800-358-9616. Item B8. Flood Zone(s). Enter the flood zone, or flood zones, in which the building is located. All flood zones containing the letter "A" or "V" are considered Special Flood Hazard Areas. The flood zones are A, AE, Al—A30, V, VE, V1—V30, AH, AO, AR, AR/A,AR/AE,AR/Al—A30,AR/AH, and AR/AO.Each flood zone is defined in the legend of the FIRM panel on which it appears. Item B9.Base Flood Elevation(s).Using the appropriate Flood Insurance Study (FIS) Profile, Floodway Data Table,or FIRM panel, locate the property and enter the BFE(or base flood depth)of the building site.If the building is located in more than 1 flood zone in Item B8,list all appropriate BFEs in Item B9.BFEs are shown on a FIRM or FIS Profile for Zones Al—A30,AE,AH,V1—V30,VE, AR,AR/A,AR/AE,AR/Al-A30,AR/AH,and AR/AO;flood depth numbers are shown for Zone AO.Use the AR BFE if the building is located in any of Zones AR/A, AR/AE, AR/Al A30, AR/AH, or AR/AO. In A or V zones where BFEs are not provided on the FIRM,BFEs may be available from another source. For example, the community may have established BFEs or obtained BFE data from other sources for the building site. For subdivisions and other developments of more than 50 lots or 5 acres,establishment of BFEs is required by the community's floodplain management ordinance. If a BFE is obtained from another source, enter the BFE in Item B9.In an A Zone where BFEs are not available,complete Section E and enter N/A for Section B,Item B9.Enter the BFE to the nearest tenth of a foot (nearest tenth of a meter, in Puerto Rico). Item B10.Indicate the source of the BFE that you entered in Item B9.If the BFE is from a source other than FIS Profile, FIRM, or community,describe the source of the BFE. Item B11. Indicate the elevation datum to which the elevations on the applicable FIRM are referenced as shown on the map legend. The vertical datum is shown in the Map Legend and/or the Notes to Users on the FIRM. Item B12. Indicate whether the building is located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA). (OPAs are portions of coastal barriers that are owned by Federal, State, or local governments or by certain non- profit organizations and used primarily for natural resources protection.) Federal flood insurance is prohibited in designated CBRS areas or OPAs for buildings or manufactured (mobile) homes built or substantially improved after the date of the CBRS or OPA designation. For the first CBRS designations, that date is October 1, 1983. Information about CBRS areas and OPAs may be obtained on the FEMA web site at http://www.fema.gov/business/nfrp/cbrs/cbrs.shtm. SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Complete Section C if the building is located in any of Zones Al—A30, AE, AH, A (with BFE), VE, V]V30, V (with BFE), AR, AR/A,AR/AE, AR/Al—A30, AR/AH, or AR/AO, or if this certificate is being used to support a request for a LOMA or LOMR-F.If the building is located in Zone AO or Zone A (without BFE),complete Section E instead. To ensure that all required elevations are obtained,it may be necessary to enter the building (for instance,if the building has a basement or sunken living room,split-level construction, or machinery and equipment). Surveyors may not be able to gain access to some crawlspaces to shoot the elevation of the crawlspace floor. If access to the crawlspace is limited or cannot be gained, follow one of these procedures. • Use a yardstick or tape measure to measure the height from the floor of the crawlspace to the "next higher floor," and then subtract the crawlspace height from the elevation of the "next higher floor." If there is no access to the crawlspace, use the exterior grade next to the structure to measure the height of the crawlspace to the "next higher floor." • Contact the local floodplain administrator of the community in which the building is located. The community may have documentation of the elevation of the crawlspace floor as part of the permit issued for the building. • If the property owner has documentation or knows the height of the crawlspace floor to the next higher floor, try to verify this by looking inside the crawlspace through any openings or vents. In all 3 cases, provide the elevation in the Comments area of Section D on the back of the form and a brief description of how the elevation was obtained. NFIP Elevation Certificate Instructions—Page 3 Item Cl. Indicate whether the elevations to be entered in this section are based on construction drawings, a building under construction, or finished construction. For either of the first 2 choices, a post-construction Elevation Certificate will be required when construction is complete. If the building is under construction, include only those elevations that can be surveyed in Items C2.a-h. Use the Comments area of Section D to provide elevations obtained from the construction plans or drawings. Select "Finished Construction" only when all machinery and/or equipment such as furnaces, hot water heaters,heat pumps, air conditioners,and elevators and their associated equipment have been installed and the grading around the building is completed. Item C2.A field survey is required for Items C2.a-h. Most control networks will assign a unique identifier for each benchmark. For example, the National Geodetic Survey uses the Permanent Identifier (PID). For the benchmark utilized, provide the PID or other unique identifier assigned by the maintainer of the benchmark. For GPS survey, indicate the benchmark used for the base station,the Continuously Operating Reference Stations (CORS) sites used for an On-line Positioning User Service (OPUS) solution (also attach the OPUS report), or the name of the Real Time Network used. Also provide the vertical datum for the benchmark elevation. All elevations for the certificate, including the elevations for Items C2.a-h, must use the same datum on which the BFE is based. Show the conversion from the field survey datum used if it differs from the datum used for the BFE entered in Item B9 and indicate the conversion software used. Show the datum conversion, if applicable,in the Comments area of Section D. For property experiencing ground subsidence, the most recent reference mark elevations must be used for determining building elevations.However,when subsidence is involved, the BFE should not be adjusted. Enter elevations in Items C2.a-h to the nearest tenth of a foot (nearest tenth of a meter, in Puerto Rico). Items C2.a-d Enter the building elevations (excluding the attached garage) indicated by the selected building diagram (Item A7) in Items C2.a-c. If there is an attached garage,enter the elevation for top of attached garage slab in Item C2.d. (Because elevation for top of attached garage slab is self-explanatory, attached garages are not illustrated in the diagrams.) If the building is located in a V zone on the FIRM, complete Item C2.c. If the flood zone cannot be determined, enter elevations for all of Items C2.a-h. For buildings in A zones, elevations a, b, d, and e should be measured at the top of the floor. For buildings in V zones, elevation c must be measured at the bottom of the lowest horizontal structural member of the floor (see drawing below). For buildings BUILDING ON BUILDING WITH BUILDING ON PILES, SLAB BASEMENT PIERS,OR COLUMNS 41) A ZONES VZONES \'1.J,: AZ '. VOL ZONES i■V A4 *�.4:... X51 ��III A ZONES Or MM. alailingr i P . . .. 11) ,,...... 0 BASE FLOOD 41)ELEVATION ADJACENT ELEVATION BASE FLOOD GRADE -'k elevated on a crawlspace, Diagrams 8 and 9, enter the elevation of the top of the crawlspace floor in Item C2.a, whether or not the crawlspace has permanent flood openings (flood vents).If any item does not apply to the building, enter "N/A"for not applicable. Item C2.e Enter the lowest platform elevation of at least I of the following machinery and equipment items: elevators and their associated equipment, furnaces, hot water heaters, heat pumps, and air conditioners in an attached garage or enclosure or on an open utility platform that provides utility services for the building. Note that elevations for these specific machinery and equipment items are required in order to rate the building for flood insurance. Local floodplain management officials are required to ensure that all machinery and equipment servicing the building are protected from flooding. Thus, local officials may require that elevation information for all machinery and equipment, including ductwork, be documented on the Elevation Certificate.If the machinery and/or equipment is mounted to a wall,pile,etc.,enter the platform elevation of the machinery and/ NFIP Elevation Certificate Instructions—Page 4 or equipment. Indicate machinery/equipment type and its general location, e.g., on floor inside garage or on platform affixed to exterior wall, in the Comments area of Section D or Section G, as appropriate. If this item does not apply to the building, enter "N/A" for not applicable. Items C2.f—g Enter the elevation of the ground, sidewalk, or patio slab immediately next to the building. For Zone AO, use the natural grade elevation, if available.This measurement must be to the nearest tenth of a foot (nearest tenth of a meter, in Puerto Rico) if this certificate is being used to support a request for a LOMA or LOMR-F. Item C2.h Enter the lowest grade elevation at the deck support or stairs.For Zone AO,use the natural grade elevation,if available. This measurement must be to the nearest tenth of a foot (nearest tenth of a meter,in Puerto Rico) if this certificate is being used to support a request for a LOMA or LOMR-F. SECTION D—SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION Complete as indicated. This section of the Elevation Certificate may be signed by only a land surveyor, engineer, or architect who is authorized by law to certify elevation information.Place your license number,your seal (as allowed by the State licensing board),your signature, and the date in the box in Section D.You are certifying that the information on this certificate represents your best efforts to interpret the data available and that you understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Use the Comments area of Section D, on the back of the certificate, to provide datum, elevation, openings, or other relevant information not specified on the front. SECTION E— BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) Complete Section E if the building is located in Zone AO or Zone A (without BFE).Otherwise, complete Section C instead.Explain in the Section F Comments area if the measurement provided under Items El—E4 is based on the "natural grade." Items El.a and b Enter in Item El.a the height to the nearest tenth of a foot (tenth of a meter in Puerto Rico) of the top of the bottom floor (as indicated in the applicable diagram) above or below the highest adjacent grade (HAG). Enter in Item El.b the height to the nearest tenth of a foot(tenth of a meter in Puerto Rico)of the top of the bottom floor (as indicated in the applicable diagram) above or below the lowest adjacent grade (LAG). For buildings in Zone AC), the community's floodplain management ordinance requires the lowest floor of the building be elevated above the highest adjacent grade at least as high as the depth number on the FIRM.Buildings in Zone A(without BFE)may qualify for a lower insurance rate if an engineered BFE is developed at the site. Item E2.For Building Diagrams 6-9 with permanent flood openings (see pages 8-9), enter the height to the nearest tenth of a foot (tenth of a meter in Puerto Rico) of the next higher floor or elevated floor (as indicated in the applicable diagram) above or below the highest adjacent grade (HAG). Item E3.Enter the height to the nearest tenth of a foot (tenth of a meter in Puerto Rico),in relation to the highest adjacent grade next to the building, for the top of attached garage slab. (Because elevation for top of attached garage slab is self-explanatory, attached garages are not illustrated in the diagrams.) If this item does not apply to the building,enter"N/A'for not applicable. Item E4.Enter the height to the nearest tenth of a foot (tenth of a meter in Puerto Rico),in relation to the highest adjacent grade next to the building, of the platform elevation that supports the machinery and/or equipment servicing the building. Indicate machinery/equipment type in the Comments area of Section F. If this item does not apply to the building, enter"N/A"for not applicable. Item ES.For those communities where this base flood depth is not available,the community will need to determine whether the top of the bottom floor is elevated in accordance with the community's floodplain management ordinance. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE) CERTIFICATION Complete as indicated. This section is provided for certification of measurements taken by a property owner or property owner's representative when responding to Sections A,B, and E.The address entered in this section must be the actual mailing address of the property owner or property owner's representative who provided the information on the certificate. NFIP Elevation Certificate Instructions—Page 5 SECTION G —COMMUNITY INFORMATION (OPTIONAL) Complete as indicated.The community official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C (or E),and G of this Elevation Certificate.Section C may be filled in by the local official as provided in the instructions below for Item GI. If the authorized community official completes Sections C, E, or G, complete the appropriate item(s) and sign this section. Check Item GI if Section C is completed with elevation data from other documentation, including elevations obtained from the Community Rating System Elevation Software, that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. Indicate the source of the elevation data and the date obtained in the Comments area of Section G.If you are both a community official and a licensed land surveyor,engineer, or architect authorized by law to certify elevation information, and you performed the actual survey for a building in Zones Al-A30, AE, AH, A (with BFE),VE, V1-V30,V (with BFE), AR, AR/A,AR/Al-A30,AR/AE,AR/AH, or AR/AO, you must also complete Section D. Check Item G2 if information is entered in Section E by the community for a building in Zone A (without a FEMA-issued or community-issued BFE) or Zone AO. Check Item G3 if the information in Items G4-G10 has been completed for community floodplain management purposes to document the as-built lowest floor elevation of the building.Section C of the Elevation Certificate records the elevation of various building components but does not determine the lowest floor of the building or whether the building, as constructed, complies with the community's floodplain management ordinance. This must be done by the community. Items G4-G10 provide a way to document these determinations. Item G.4.Permit Number. Enter the permit number or other identifier to key the Elevation Certificate to the permit issued for the building. Item G5.Date Permit Issued. Enter the date the permit was issued for the building. Item G6. Date Certificate of Compliance/Occupancy Issued. Enter the date that the Certificate of Compliance or Occupancy or similar written official documentation of as-built lowest floor elevation was issued by the community as evidence that all work authorized by the floodplain development permit has been completed in accordance with the community's floodplain management laws or ordinances. Item G7. New Construction or Substantial Improvement. Check the applicable box. "Substantial Improvement" means any reconstruction,rehabilitation,addition,or other improvement of a building,the cost of which equals or exceeds 50 percent of the market value of the building before the start of construction of the improvement.The term includes buildings that have incurred substantial damage, regardless of the actual repair work performed. Item G8.As-built lowest floor elevation. Enter the elevation of the lowest floor (including basement) when the construction of the building is completed and a final inspection has been made to confirm that the building is built in accordance with the permit, the approved plans,and the community's floodplain management laws or ordinances. Indicate the elevation datum used. Item G9.BFE.Using the appropriate FIRM panel, FIS Profile, or other data source, locate the property and enter the BFE (or base flood depth) of the building site. Indicate the elevation datum used. Item GlO.Community's design flood elevation.Enter the elevation(including freeboard above the BFE) to which the community requires the lowest floor to be elevated. Indicate the elevation datum used. Enter your name, title,and telephone number, and the name of the community. Sign and enter the date in the appropriate blanks. NFIP Elevation Certificate Instructions—Page 6 • Building Diagrams The following diagrams illustrate various types of buildings. Compare the features of the building being certified with the features shown in the diagrams and select the diagram most applicable.Enter the diagram number in Item A7, the square footage of crawispace or enclosure(s) and the area of flood openings in square inches in Items AB.a—c, the square footage of attached garage and the area of flood openings in square inches in Items A9.a—c, and the elevations in Items C2.a—h. In A zones, the floor elevation is taken at the top finished surface of the floor indicated; in V zones, the floor elevation is taken at the bottom of the lowest horizontal structural member (see drawing in instructions for Section C). DIAGRAM 1A DIAGRAM 1B All slab-on-grade single-and multiple-floor buildings All raised-slab-on-grade or slab-on-stem-wall-with-fill (other than split-level) and high-rise buildings, either single-and multiple-floor buildings(other than split- detached or row type(e.g.,townhouses);with or level),either detached or row type(e.g.,townhouses); without attached garage. with or without attached garage. Distinguishing Feature-The bottom floor is at or above ground Distinguishing Feature-The bottom floor is at or above ground level(grade)on at least 1 side.* level(grade)on at least 1 side.* C2.b C2.b ® t NEXT HIGHER r NEXT HIGHER • w w FLOOR t FLOOR r GRADE BOTTOM FLOOR BOTTOM FLOOR \\'1 GRADE (determined by C2.f h "(determned Ny C2 f—h existing grade) existing grade) ` DIAGRAM 2 All single-and multiple-floor buildings with basement (other than split-level) and high-rise buildings with basement, either detached or row type(e.g., townhouses);with or without attached garage. Distinguishing Feature-The bottom floor(basement or underground garage)is below ground level(grade)on all sides.* • • w r C2.b NEXT HIGHER FLOOR GRADE BOTTOM FLOOR BASEMENT # C2.f—h `Ideteimsn d)y .. existing grade) *A floor that is below ground level (grade)on all sides is considered a basement even if the floor is used for living purposes,or as all office, garage,workshop,etc. NFIP Elevation Certificate Instructions-Page 7 DIAGRAM 3 DIAGRAM 4 All split-level buildings that are slab-on-grade,either All split-level buildings(other than slab-on-grade),either detached or row type(e.g.,townhouses);with or without detached or row type(e.g.,townhouses);with or without attached garage. attached garage. Distinguishing Feature-The bottom floor(excluding garage)is at Distinguishing Feature-The bottom floor(basement or or above ground level(grade)on at least 1 side.* underground garage)is below ground level(grade)on all sides.* ® r C2.b C2.b HIGHER 4110 � ilk FLOORS -- - HIGHER FLOORS NEXT HIGHER GRADE NEXT HIGHER GRADE BOTTOM FLOOR BOTTOM FLOOR OR FLOOR LOOR � u i y 4 i . qy ,/ feltt.)+:0 t J S t j -},,,;;,3 r f L .]�,J,:-.)3Y- f:Y> C '?Lr , . rf- a i :-;{d,st fl dt9 et C2.f h existing grade) ... C2.f h existing e Ang gr tra ede) DIAGRAM 5 DIAGRAM 6 All buildings elevated on piers,posts,piles,columns, All buildings elevated on piers, posts, piles,columns, or parallel shear walls. No obstructions below the or parallel shear walls with full or partial enclosure elevated floor. below the elevated floor. Distinguishing Feature-For all zones,the area below the Distinguishing Feature-For all zones,the area below the elevated floor is open,with no obstruction to flow of floodwaters elevated floor is enclosed,either partially or fully. In A Zones, (open lattice work and/or insect screening is permissible). the partially or fully enclosed area below the elevated floor is with or without openings** present in the walls of the enclosure. Indicate information about enclosure size and openings in Section C2.b A-Property Information. co r NEXT HIGHER r r ' FLOOR r r NEXT HIGHER r CID I FLOOR r C2.b ELEVATED ELEVATED FLOOR FLOOR AAB.a—c GRADE pospo GRADE !r` °VP ,� it Determine enclosure size& openings,if any. C2.1—)1 (determined by '�de�erm�ned by _ '°' -_ existing grade) 410 (For V zones only) C2 f h existing grade) 4110 (For V zones only). * A floor that is below ground level (grade)on all sides is considered a basement even if the floor is used for living purposes,or as an office, garage, workshop,etc. ** An "opening" is a permanent opening that allows for the free passage of water automatically in both directions without human intervention. Under the NFIP,a minimum of 2 openings is required for enclosures or crawlspaces.The openings shall provide a total net area of not less than 1 square inch for every square foot of area enclosed,excluding any bars, louvers, or other covers of the opening.Alternatively, an Individual Engineered Flood Openings Certification or an Evaluation Report issued by the International Code Council Evaluation Service(ICC ES) must be submitted to document that the design of the openings will allow for the automatic equalization of hydrostatic flood forces on exterior walls.A window, a door,or a garage door is not considered an opening;openings may be installed in doors.Openings shall be on at least 2 sides of the enclosed area. If a building has more than 1 enclosed area, each area must have openings to allow floodwater to directly enter.The bottom of the openings must be no higher than 1.0 foot above the higher of the exterior or interior grade or floor immediately below the opening. For more guidance on openings, see NFIP Technical Bulletin 1. NFIP Elevation Certificate Instructions-Page 8 DIAGRAM 7 DIAGRAM 8 All buildings elevated on full-story foundation walls with All buildings elevated on a crawlspace with the floor of the a partially or fully enclosed area below the elevated floor. crawlspace at or above grade on at least 1 side,with or This includes walkout levels,where at least 1 side is at without an attached garage. or above grade.The principal use of this building is located in the elevated floors of the building. Distinguishing Feature—For all zones,the area below the Distinguishing Feature—For all zones,the area below the first elevated floor is enclosed,either partially or fully. In A Zones,the floor is enclosed by solid or partial perimeter walls. In all A zones, partially or fully enclosed area below the elevated floor is with or the crawlspace is with or without openings** present in the walls without openings** present in the walls of the enclosure. Indicate of the crawlspace. Indicate information about crawlspace size information about enclosure size and openings in Section A— and openings in Section A—Property Information. Property Information. E i 41111 C2.b 41111 NEXT C2.b HIGHER FLOOR GRADE NEXT HIGHER 0 FLOOR GRADE -....� C2.g 411 WALKOUT LEVEL C2.g (ENCLOSURE) tea'-a „ . . AB.a A8.b—c A8.1a—c A8.a AII•b—C OPENINGS** OPENING"' OPENINGS"* DIAGRAM 9 All buildings(other than split-level)elevated on a sub-grade crawlspace,with or without attached garage. Distinguishing Feature—The bottom(crawlspace)floor is below ground level(grade)on all sides.* (If the distance from the crawlspace floor to the top of the next higher floor is more than 5 feet,or the crawlspace floor is more than 2 feet below the grade [LAG]on all sides,use Diagram 2.) C2.a ' C2.b NEXT HIGHER GRADE FLOOR ! C2.g C2.f A8bc A8. OPENINGS* * A floor that is below ground level(grade)on all sides is considered a basement even if the floor is used for living purposes,or as an office, garage,workshop,etc. ** An "opening" is a permanent opening that allows for the free passage of water automatically in both directions without human intervention. Under the NFIP,a minimum of 2 openings is required for enclosures or crawlspaces.The openings shall provide a total net area of not less than 1 square inch for every square foot of area enclosed,excluding any bars, louvers,or other covers of the opening.Alternatively,an Individual Engineered Flood Openings Certification or an Evaluation Report issued by the International Code Council Evaluation Service (ICC ES) must be submitted to document that the design of the openings will allow for the automatic equalization of hydrostatic flood forces on exterior walls. A window,a door, or a garage door is not considered an opening; openings may be installed in doors.Openings shall be on at least 2 sides of the enclosed area. If a building has more than 1 enclosed area, each area must have openings to allow floodwater to directly enter.The bottom of the openings must be no higher than 1.0 foot above the higher of the exterior or interior grade or floor immediately below the opening. For more guidance on openings,see NFIP Technical Bulletin 1. NFIP Elevation Certificate Instructions—Page 9 M LA13-00050 BUILDING PERMIT APPLICATION Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 s — PERMIT #: Received Date: 3/14/2013 SITE ADDRESS: 181 PORTAGE WAY PORT HADLOCK, 98339 OWNER: CHARLES R LAW PHONE: 425-736-5467 ROSEMARY LAW 820 CADY RD CONDO B306 EVERETT WA 98203-5079 9627 SUBDIVISION: Block: Lot: 2 PARCEL NUMBER: 962700108 Section: 7 Township: 29 N Range: 1E CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTION NEW SINGLE-FAMILY RESIDENCE WITH DECK AND ATTACHED GARAGE FLOOD DEVELOPMENT PERMIT ***REVISION RECEIVED 11/3/14 SRE**** TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 576 VALUATION 197,285.00 ADD'L: 750 HEAT TYPE: EEE CODE EDITION: 2009 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: 2 OCCUPANCY: OTHER: CONST TYPE: 5N SHORELINE: CONST TYPE: GARAGE: 202 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: 05783 BEDROOMS: BATHROOMS: [Si br\ added nf—Lt) Exist: 0 Exist: 0 n �{-�}iulcS _ Prop: 2 Prop: 2 Nth sit d 1A Total: 2 Total: 2 U Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $1,542.55 ZAL 03/14/13 140100 State Building Code $4.50 ZAL 03/14/13 140100 Potable Water Application $66.00 ZAL 03/14/13 140100 Plan Check $1,002.66 ZAL 03/14/13 140100 Permit $228.00 SRE 11/03/14 151712 Plan Check $967.85 SRE 11/03/14 151712 Total: $3,811.56 \\tidemark\data\forms\F BLD Aoo Rid wai7naa ,g,SON � ' lid„!7� sevaJEFFERSON COUNTY . _.___I , DEPARTMENT OF COMMUNITY DEVELOPMENT ,• 621 Sheridan Street • Port Townsend •Washington 98368 - 3 ,i , , 360/379-4450 • 360/379-4451 Fax J „p www.co.jefferson.wa.usicommdevelopment _J ).,. ,.. . ,,,;iii Master Permit Application MLA: /3 Project Description(include separate sheets as necessary): ,Ct s,he*ee f9>a )ti Tax Parcel Number: 9 '2 7D0I) ” Property Size:Wr/led i. 1/44:0091(#. (acres/square feet) Site Address and/or Directions to Property: lei toierdGE- fi4 t�57- g f= m O4-K P 194100. t& 61 I�`d9I•��f QRit.o%to Property Owners)of Record: e Olt/ tf 5 A t A /DS/n4 ' (p W / Telephone: if if- 7?' - 51% 1 Fax: % __.• / email: gag --11of/itivt.GaA., Mailing Address: $ZO E My #'p 6'30( r Et/e,e(?7', W' • 9Y vox Applicant/Agent(if different from owner): ✓ Telephone: / Fax: email: / Mailing Address: / What kind of Permit?(Check each box that applies 4Bpilding ❑Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor, Major or Reasonable Economic Use) "'Single Family ❑Garage Attached/Detached ❑Conditional Use iC(a),C(d),or C]** ❑ Manufactured Home ❑ Modular ❑Discretionary"D"or Unnamed Use Classification ❑ Commercial* ❑Special Use(Essential Public Facilities)** ❑ Change of Use ❑Boundary Line Adjustment ❑ Address El 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'* ❑Site Plan Approval Advance Determination(SPAAD)* El Shoreline Management Substantial Development'* ❑Temporary Use ❑Shoreline Management Variance ❑Wireless Telecommunication* ❑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 El Tree Vegetation Request **Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal, if known: //I/4 is A lc .-svgs rr7''61-, rc AVOID rHCAfete Iii ( ()T/i (Gem/1-J DESIGNATION OF AGENT I hereby designate to act as my agent in matters relating to this application for permit(s). // OWNER SIGNATURE Date: /07'1/J11� By signing this application form,the et/agent attests that the information provided herein,and In any attachments,is true and correct to the best of his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent 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 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 ss and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required ater ",yrpec ns. Staff's access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application t at (fir sh nts prior notice. Signature: /Date: !d/1i51(1/ The action or actions Applicant will undertake as a result of the Issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential lake"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 vio a the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if yo a t omp nce with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transferab'e sib! for adhering to and complying with the ESA. The Applicant has read this disclairi ierr anr/ysign and dates it below. Signature: ` Date: rot ✓J ! / - I G:1PemtitCentcr\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc BUILDER STATEMENT 7:777. 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'SLICENSE WAINS "- - - NUMBER: NUMBER ARCHITECT/ENGINEER: e ilg(7e-e } L 10'0 PHONE (4')41 77e-cif67 FAX:( ) MAILING ADDRESS: 8`!% 61)Q y Rc 8-moo( ifrerery EMAIL e/11,05 --7,o-w a L/ve ,66,0 Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: Al New X Wood Existing: / ❑ Sewer ❑ Addition 0 Steel Proposed: L Bank ❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: 7, Height: X Individual System O Repair ❑ Masonry SEP Permit# (.0(p - tg fJ o Demolition ❑ Other: Bedrooms: Water Supply: Existing: Setback: ❑ Private well 0 Two Party Type of Heat: Proposed: `0/ Public Total: tame of System: eitctAviy If this is a Commercial Project you must answer the fo}Owing: Number of Parking Spaces: Current: roposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,em yees,etc) Current Proposed IBC Occupancy: IBC Type of consjction: Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Ins////tatt llation permit,mark all' ms below that apply: i Underground Tank i Above ground Tank Size of Pr96ane Tank: 1 Heat Stove i Cook Stove 1 Woodstove 1 Fireplace Insert I HoyWater Tank i Pellet Stove i Other Is this appliance being installed in a Ma factured I Mobile Home;' Yes / No When applying for a permit to install a4ropane tank you must a/so submit a site plan showing all of the 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. �µ�.uu�� �'" 3�i '`�` s `'rkse a� r c A450":" % Stwntwi:;.a,..6.4,-.0,4e,Y . Square Footage Current Proposed ' Ali, r r ©My ` , a1AmOtfrtfd, ' Main Floor Heated �/ 4".0z .A. EH Bld App Review p° 2na Floor Heated 15-0 O ''' ,, . s° Consistency Review: c,p 0, -a, qtr'r e, Other Heated t,,k-3 Base fee: 1Q , v a Mezzanine ." w C' Additional Section: n( �) Heated Basement 7 -:'";r MA,1704 Plan Check fee: q Unheated Basement / t ; ='j State Surcharge fee: 63-_ Other Unheated ` :,.c42 Pot Water Review fee: --__ Garage/Carport ZQZ. a �, ,; SUBTOTAL r S Decks O ,' ; e, 911/Rd Approach fee: -e7--- Other 14�CO�'�,r 100 r. TOTAL $ ✓�}l '��� 1 C--1 1 1l '1r Receipt Number: "r''"' Cash/Check Number: af: ESTIMATED COST(REQUIRED) Date: .Fair market value of all labor and materials foundation to finish /Z /oo° � 00 Initials: G\PermitCentcc\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc �. oN �0 JEFFERSON COUNTY - 3 2014 DEPARTMENT OF COMMUNITY DEVELOPMENT i LJ � ��+iVTY , h., .J 621 Sheridan Street• Port Townsend • Washington 98368 r Itvp;;rEtOP",1EM "‘"Zs, / 360/379-4450 . 360/379-4451 Fax �i%' http://www.co.jefferson.wa.us/commdevelopment/ Stormwater Calculation Worksheet n p7- �/ MIA# /3_ O0O5-0 PROJECT/APPLICANT NAME: L4f�1 /11 /"Grzl�c N / DETERMINING STORMWATER MANAGEMENT REQUIREMENTS:This stormwater calculation worksheet should be completed first to classify the proposal as"small,""medium,"or"large." The size determines whether a Stormwater Site Plan is required in conjunction with a stand-alone stormwater management permit application, building permit application, or other land use approval application that involves stormwater review. The basic information will also be helpful for completing a Stormwater Site Plan,if required. PARCEL SIZE(I.E..SITE) Size of parcel ..0 acres An acre contains 43,560 square feel. Multiply the acreage by this figure. Size of parcel in square feet 7v DOO sq/ft Land-disturbing activity is any activity that results in movement of earth, or a change in the existing soil cover (both vegetative and non-vegetative) and/or the existing soil topography. Land disturbing activities include, but are not limited to clearing, grading, filling, excavation,and compaction associated with stabilization of structures and road construction. Native vegetation is vegetation comprised on plant species, other than noxious weeds,that are indigenous to the coastal region of the Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as Douglas fir,western hemlock,western red cedar,alder,big-leaf maple,and vine maple;shrubs such as willow,elderberry,salmonberry, and salal;herbaceous plants such as sword fern,foam flower, and fireweed. LAND DISTURBING ACTIVITY,CONVERSION OF NATIVE VEGETATION.AND VOLUME OF CUT/FILL Calculate the total area to be cleared, graded,filled, . Answer the following two questions related to excavated,and/or compacted for proposed development conversion of native vegetation: project. Include in this calculation the area to be cleared for: Does the project convert' acres or more of Construction site for structures (X00 sq/ft native vegetation to lawn or landscaped areas? Drainfield,septic tank,etc. sq/ft Circle: Yes N Well, utilities,etc. sq/ft Does the project convert 2'/:acres or more of native vegetation to pasture? Driveway,parking,roads,etc. sq/ft Circle: Yes Lawn, landscaping,etc. sq/ft Other compacted surface,etc. sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance a O 0 sq/ft Cut Fill 0 (cu/yd) / [over] stormwater calc wcrksheel—REV,2/202008 1 Impervious surface is a hard surface that either prevents or retards the entry of water into the soil mantle as under natur I cgtjdjjions prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an increased)rate)d flow:I from the flow present under natural conditions prior to development. Common impervious surfaces include, but are not limited to roof LJ tops, walkways, patios, driveways, parking lots or storage areas, concrete or asphalt paving, gravel roads, packed earthen materials,] and oiled, macadam or other surfaces which similarly impede the natural infiltration of stormwater. -NT STORMWATER CALULATIONS-IMPERVIOUS SURFACE NEW / EXISTING Structures(all roof area) /Ub sq/ft Structures(all roof area) ��0 sq/ft Sidewalks sq/ft Sidewalks sq/ft Patios sq/ft Patios sq/ft Solid Decks sq/ft Solid Decks sq/ft (without infiltration below) (without infiltration below) Driveway, parking,roads,etc sq/ft Driveway, parking, roads, etc sq/ft Other )eGKr-r 4to sq/ft Other sq/ft Total New ic7 D sg/ft Total Existing co'D sq/ft -4044 rf- r,de tlptAtopy ,ccs,,0 1 wcc. TOTAL NEW+TOTAL EXISTING* / 1 to sq/ft This amount will be used to check total lot coverage. The following questions will help determine whether the proposed project is considered development or redevelopment. DEVELOPMENT v. REDEVELOPMENT Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: I Does the site have 35%or more of existing impervious surface? Circle: Yes FURTHER INSTRUCTIONS: If the answer is yes, the proposal is considered redevelopment and the attached Figure 2 should be used to determine the applicable Minimum Requirements. If the answer is no, the proposal is considered new development and the attached Figure 1 should be used. At this juncture,the applicant should refer to the applicable Flow Chart to determine the Minimum Requirements for stormwater management. DCD staff will help verify the classification of the project and the application requirements. For proponents of "small" projects who must comply only with Minimum Requirement #2—Construction Stormwater Pollution Prevention—an additional submittal is not required. The proponent is responsible for employing the 12 Elements to control erosion and prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet. Proponents of"medium" projects—those that must meet only Minimum Requirements #1 through #5—and for "large° projects—those that must meet all 10 Minimum Requirements—are required to submit a Stormwater Site Plan. DCD has prepared a submittal template of a Stormwater Site Plan, principally for rural residential projects. Complete the template in the Stormwater Site Plan Instructions and Submittal Template or prepare a Stormwater Site Plan using the step-by-step guidance in the Stormwater Management Manual. APPLICANT SIGNATURE By signing the Stormwater Calculation Worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affec d pro erty. (LANDOWNER OR AUTH ZED REPRESENTATIVE SIGNATURE) (DATE) 24 �- �3- �a A'4� ` �r.� -7 421,3417;� �' '-fir. - r � N_�5•� �S` ' _ '°_i� 4 ,+s ��xs to-•< et 16 2 CA-AG 7:*Rk ?LE7R�fAba a e45 �dfef l�J P rx stormwater calc worksheet-REV.2/20/2008 2 gON o CALL w ,G;'w4 OG JEFFERSON COUNTY BEFORE ti ��` DEPARTMENT OF PUBLIC WORKS YOU MO 623 Sheridan Street Port(360)385-9160 98368 , ,/,&41144e 1.800.424.5555 ACCESS PERMIT Case Number: RAP05-00313 Road#: 575609 Class: Milepost: 0.18 Side of Road: LEFT Applicant: CHARLES & ROSEMARY LAW 820 CADY RD, CONDO B306 EVERETT WA 98203-5079 In accordance with all applicable Revised Code of Washington and amendments thereto, and subject to all the terms, conditions and provisions written or printed below or on any part of this form, permission is hereby granted to: 1.) The applicant may install a private road approach to 181 Portage Way at mile post 0.18 left. CONDITIONS: 1.) The applicant must place a minimum of 2 inches of crushed surfacing to the right-of-way line. 2.) The grade of the approach shall be such that all surface water is directed away from the county road. 3.) Surface water drainage from site shall not be directed toward right-of-way. 4.) Septic line shall not be placed in the right-of-way. 5.) The Applicant must contact the Public Works Department for a final inspection. 6.) An approach culvert is not necessary at this location at this time. The access must accommodate a 10-16 foot wide driveway with a 10-25 foot approach radius. 7.) The applicant shall be responsible for maintaining all vegetation and landscaping to provide for the adequate sight distance adjacent to this road approach. �1 The applicant, by signing the permit application, has agreed to all of the conditions in the permit including the provisions on the back of this form. This permit shall be void unless the work herein contemplated shall have been completed before July 24, 2016. The Department of Public Works may revoke, amend or cancel this permit or any of the provisions thereof at any time by giving written notice to the grantee. The grantee, upon notification, shall immediately remove all of his equipment and facilities from the County right of way. Any equipment or facilities remaining upon the County right of way 30 days after written notice of cancellation shall be removed by the County at the sole expense of the grantee. In accepting this permit the grantee, his successors and assigns, agree that any damage or injury done to the property of the grantee or any expense incurred by him through the operation of a contractor, working for the County or any County employee shall be at the sole expense of th e grantee, his successors and assigns. JitUt, 7 ,24-6 For Jeffers County Date 4 GENERAL PROVISIONS APPLICABLE TO ALL PERMITS This permit is subject to all applicable provisions of the Revised Code of Washington and all of the applicable provisions of Washington law.This permit is also subject to all applicable provisions of Chapter 13.56 of the Jefferson County Code, Accommodations of Utilities upon Jefferson County Rights-of-Way, Ordinance No. 01-0103-00; and Ordinance No. 09-0727-92 Regulating Jefferson County Road Approach Permits. During the progress of the work such barriers and/or traffic control devices shall be erected and maintained as may be necessary or as may be directed by the Public Works Department for the protection of the traveling public; all traffic control devices shall be properly lighted at night and shall comply with all specifications of the Manual of Uniform Traffic Conrol Devices. In accepting this permit, the Applicant shall indemnify and hold the County, and its officers, employees, and agents harmless from and shall process and defend at its own expense, including all costs, attorney fees and expenses relating thereto, all claims, demands, or suits at law or equity arising in whole or in part, directly or indirectly,from the Applicant's negligence or breach of any of its obligations under this Agreement; provided that nothing herein shall require a Applicant to indemnify the County against and hold harmless the County from claims, demands of suits based soley upon the conduct of the County, its officers, employees and agents, and; provided further that if the claims or suits are caused by or result from the concurrent negligence of: (a)the Applicant's agents or employees; and, (b) the County, its officers, employees and agents, this indemnity provision with respect to claims or suits based upon such negligence, and/or the costs to the County of defending such claims and suits, etc., shall be valid and enforceable only to the extent of the Applicant's negligence, or the negligence of the Applicant's agents or employees. Except as herein authorized by the county Public Works Department, no excavation shall be made or obstacle placed within the limits of a county road in such a manner as to interfere with the travel over said road and shall not be within four(4)feet of the edge of the pavement. If the work done under this permit interferes in any way with the drainage of the county road, the grantee shall wholly and at his own expense make such provision as the County Engineer may direct to take care of said drainage. On completion of said work all rubbish and debris shall be immediately removed and the roadway and roadside shall be left neat and presentable and satisfactory to the County Engineer. All of the work herein contemplated shall be under the supervision of the County Engineer and the entire expense of said supervision shall be borne by the grantee to whom this permit is issued, or his successors and assigns. The Department of Public Works hereby reserves the right to order the change of location or the removal of any structure or structures authorized by this permit at any time, said change or removal to be made at the sole expense of the grantee to whom this permit is issued, or his successors and assigns. All such changes, reconstruction or relocation by the grantee shall be done in such a manner as will cause the least interference with any of the County's work and the County of Jefferson shall in no way be held liable for any damage to the grantee by reason of any such work by the County of Jefferson, its agents or representative, or by the exercise of any rights by the County upon roads, streets, public places or structures in question. This permit or privilege shall not be deemed or held to be an exclusive one and shall not prohibit the County from granting other permits or franchise rights of like or other nature to other public or private utilities, nor shall it prevent the County from using any of its roads, streets, or public places, or affect its right to full supervision and control over all or any part of them, none of which is hereby surrendered. Federal Endangered Species Act Disclaimer: The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to or represent 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 regarding your action(s)on behalf of an endangered species even if you are in compliance with the Jefferson County development codes. The Applicant acknowledges that he, she or it holds individual and non-transferable responsibility for adhering to and complying with the ESA. 7/31/03 DEPARTMENT OF COMMUNITY DEVELOPMENT ADMINISTRATIVE WATER CONSERVATION MEASURES LIST To Promote Aquifer Recharge and Prevent Seawater Intrusion t_ and other intercepted precipitation slowly. ponds and/or other approved means and allowed to be released t the soil 2_ Water collected from storm water and roof catchments may be used for watering lawns and gardens_ Unless catchments water has been treated to meet drinking water standards,there shall be no cross connections allowed between the potable supply and impounded water. 3_ Ground water withdrawn from each property should not exceed a rate of three (3) gallons per minute. 4. Install water-conserving fixtures such as low flow toilets,faucets and shower restrictors and other water saving plumbing fixtures. 5_ Landscaping should include xeriscaping and native vegetation with minimal amounts of irrigation. 6. Use drip irrigation, soaker hose systems and root irrigation. 7. Use water basin techniques to water plants, shrubs and trees. 8. Routinely water deeply and less frequently. 9. Weed control is an important part of water conservation. 10. For your landscaping select drought tolerant plants, shrubs and trees stay away from heavy water consumers. 11.Limit the amount of irrigated lawn. 12.Mulch your garden as well as isolated plants, trees and shrubs_ 13.Use shade and windbreaks to assist in water conservation. 14.Use low flow water closets, showerheads and water conserving dish and clothes washers. 15. Use rainwater catchment systems that corral rainwater from manmade surfaces and into storage. 16. Install water-conserving devices such as low-volume toilets and plumbing fixtures. 17. Only 400 gallons per day or less should be pumped from all exempt wells in Seawater Intrusion Protection Zones(SIPZ). 18_Water softeners that contribute salt to groundwater through infiltration should not be used in SIPZ. 19. Hose bibs (outdoor spigots) for outdoor water use should not be used in SIPZ.[end] PLEASE NOTE:EL THIS MADE A WORK ADDITIONS 1 ANY TIME. USE CURRENT LIST. DD Design Criteria for Splashblocks A typical downspout splashblock is shown in Figure 3.1.7. In general, if the ground is sloped away from the foundation and there is adequate vegetation and area for effective dispersion,splashblocks will adequately disperse storm runoff.If the ground is fairly level,if the structure includes a basement,or if foundation drains are proposed, splashblocks with downspout extensions may be a better choice because the discharge point is moved_away framShe foundation. Downspout extensions can include piping to a splashblock/discharge point a considerable distance from the downspout, as long as the runoff can travel through a well-vegetated area as described below. The following apply to the use of splashblocks: 1. Maintain a vegetated flowpath of at least 50 feet between the discharge point and any property line, structure,slope steeper than 15%, stream, wetland,lake,or other impervious surface. Sensitive area buffers may count toward flowpath lengths. 2. A maximum of 700 square feet of roof area may drain to each splashblock. 3. For purposes of maintaining adequate separation of flows discharged from adjacent dispersion devices,the vegetated flowpath segment for the splashblock must not overlap with other flowpath segments, except those associated with sheet flow from a non-native pervious surface_ 4. Place a splashblock or a pad of crushed rock(2 feet wide by 3 feet long by 6 inches deep) at each downspout discharge point. 5. No erosion or flooding of downstream properties may result. 6. Have a geotechnical engineer or a licensed geologist,hydrogeologist, or engineering geologist evaluate runoff discharged towards landslide hazard areas.Do not place Splashblocks on or above slopes greater than 15% or above erosion hazard areas without evaluation by a professional engineer with geotechnical expertise or a licensed geologist,hydrogeologist, or engineering geologist, and approval by the Local Plan Approval Authority. 7. For sites with septic systems,the discharge point must be downslope of the primary and reserve drainfield areas. This requirement may be waived if site topography clearly prohibits flows from intersecting the drainfield or where site conditions (soil permeability, distance between systems;etc) indicate that this is unnecessary. Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-15 house Roof downspout iiiii ... serves up to 700 sf. Of roof 50' miry. Vegetated flow path Splash block ::::::_ €i ; --, .h r -- Downspout extension NTS • / Splash / block Figure 3.1-7-Typical Downspout Splashblock Dispersion Vc lime III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-16 2.5 Minimum Requirements This section describes the minimum requirements for storuiwater management at development and redevelopment sites. Section 2.4 should be consulted to determine which requirements apply to any given project. Figures 2.4.1 and 2.4.2 should be consulted to determine whether the minimum requirements to new surfaces,replaced surfaces, or new and replaced surfaces.Volumes II through V of this manual present Best Management Practices(BMPs)for use in meeting-the Minimum Requirements. Throughout this chapter, requirements are written in bold and supplemental guidelines that serve as advice and other materials are not in bold. 2.5.1 Minimum Requirement#1: Preparation of Stormwater Site Plans All projects meeting the thresholds in Section 2.4 shall prepare a Stormwater Site Plan for local government review. Stormwater Site Plans shall use site-appropriate development principles, as required and encouraged by local development codes,to retain native vegetation and minimize impervious surfaces to the extent feasible. Stormwater Site Plans shall be prepared in accordance with Chapter 3 of this volume. Objective The 2,000 square feet threshold for hard surfaces and 7,000 square foot threshold for land disturbance are chosen to capture most single family home construction and their equivalent.Note that the scope of the stormwater site plan only covers compliance with Minimum Requirements #2 through#5 if the thresholds of 5,000 square feet of hard surface or conversion of% acre of vegetation to lawn or landscape, or conversion of 2.5 acres of vegetation to pasture are not exceeded. Supplemental guidelines Projects proposed by departments and agencies within the local government with jurisdiction must comply with this requirement The local government shall determine the process for ensuring proper project review,inspection, and compliance by its own departments and agencies. Volume I—Minimum Technical Requirements—August 2012 2-16 2.5.2 Minimum Requirement#2: Construction Stormwater Pollution Prevention (SWPP) Thresholds All new development and redevelopment projects are responsible for preventing erosion and discharge of sediment and other pollutants into receiving waters. Projects which result in 2,000 square feet or more of new plus replaced hard surface area, or which disturb 7,000 square feet or more of land must prepare a Construction SWPP Plan (SWPPP) as part of the Stormwater Site Plan (see Section 2.5.1). Projects that result in less than 2,000 square feet of new plus replaced hard surface area, or disturb less than 7,000 square feet of land are not required to prepare a Construction SWPPP, but must consider all of the 13 Elements of Construction Stormwater Pollution Prevention and develop controls for all elements that pertain to the project site. General Requirements The SWPPP shall include a narrative and drawings.All BMPs shall be clearly referenced in the narrative and marked on the drawings. The SWPPP narrative shall include documentation to explain and justify the pollution prevention decisions made for the project. Each of the 13 elements must be considered and included in the Construction SWPPP unless site conditions render the element unnecessary and the exemption from that element is clearly justified in the narrative of the SWPPP. Clearing and grading activities for developments shall be permitted only if conducted pursuant to an approved site development plan (e.g., subdivision approval) that establishes permitted areas of clearing, grading, cutting, and filling.These permitted clearing and grading areas and any other areas required to preserve critical or sensitive areas,buffers,native growth protection easements, or tree retention areas shall be delineated on the site plans and the development site. The SWPPP shall be implemented beginning with initial land disturbance and until final stabilization. Sediment and Erosion control BMPs shall be consistent with the BMPs contained in chapters 3 and 4 of Volume II. Seasonal Work Limitations -From October 1 through April 30, clearing, grading, and other soil disturbing activities shall only be permitted if shown to the satisfaction of the local permitting authority that silt-laden runoff will be prevented from leaving the site through a combination of the following: 1. Site conditions including existing vegetative coverage, slope,soil type and proximity to receiving waters. Volume I—Minimum Technical Requirements—August 2012 2-17 2. Limitations on activities and the extent of disturbed areas. 3. Proposed erosion and sediment control measures. The following activities are exempt from the seasonal clearing and grading limitations: 1. Routine maintenance and necessary repair of erosion and sediment control BMPs. 2. Routine maintenance of public facilities or existing utility structures that do not expose the soil or result in the removal of the vegetative cover to soil. 3. Activities where there is one hundred percent infiltration of surface water runoff within the site in approved and installed erosion and sediment control facilities. Project Requirements - Construction SWPPP Elements Element 1: Preserve Vegetation/Mark Clearing Limits . Before beginning land disturbing activities, including clearing and grading,clearly mark all clearing limits, sensitive areas and their buffers, and trees that are to be preserved within the construction area. . Retain the duff layer,native top soil, and natural vegetation in an undisturbed state to the maximum degree practicable. Element 2: Establish Construction Access . Limit construction vehicle access and exit to one route,if possible. . Stabilize access points with a pad of quarry spalls, crushed rock, or other equivalent BMPs,to minimize tracking of sediment onto public roads. . Locate wheel wash or tire baths on site,if the stabilized construction entrance is not effective in preventing tracking sediment onto roads. . If sediment is tracked off site, clean the affected roadway thoroughly at the end of each day, or more frequently as necessary (for example, during wet weather).Remove sediment from roads by shoveling,sweeping, or pick up and transport the sediment to a controlled sediment disposal area. . Conduct street washing only after sediment is removed in accordance with the above bullet. Volume 1—Minimum Technical Requirements—August 2012 2-18 . Control street wash wastewater by pumping back on-site, or otherwise prevent it from discharging into systems tributary to waters of the State. Element 3: Control Flow Rates . Protect properties and waterways downstream of development sites from erosion and the associated discharge of turbid waters clue to increases in the velocity and peak volumetric flow rate of stormwater runoff from the project site. . Where necessary to comply with the bullet above, construct stormwater retention or detention facilities as one of the first steps in grading.Assure that detention facilities function properly before constructing site improvements (e.g.impervious surfaces). . If permanent infiltration ponds are used for flow control during construction,protect these facilities from siltation during the construction phase. Element 4: Install Sediment Controls . Design,install, and maintain effective erosion controls and sediment controls to minimize the discharge of pollutants. . Construct sediment control BMPs (sediment ponds, traps,filters, etc.) as one of the first steps in grading. These BMPs shall be functional before other land disturbing activities take place. • Minimize sediment discharges from the site.The design, installation and maintenance of erosion and sediment controls must address factors such as the amount, frequency,intensity and duration of precipitation,the nature of resulting stormwater runoff, and soil characteristics,including the range of soil particle sizes expected to be present on the site. • Direct stormwater runoff from disturbed areas through a sediment pond or other appropriate sediment removal BMP, before the runoff leaves a construction site or before discharge to an infiltration facility. Runoff from fully stabilized areas may be discharged without a sediment removal BMP,but must meet the flow control performance standard in Element#3, bullet#I. . Locate BMPs intended to trap sediment on-site in a manner to avoid interference with the movement of juvenile salmonids attempting to enter off-channel areas or drainages. . Where feasible, design outlet structures that withdraw impounded stormwater from the surface to avoid discharging sediment that is still suspended lower in the water column. Volume 1—Minimum Technical Requirements—August 2012 2-19 Element 5: Stabilize Soils • Stabilize exposed and unworked soils by application of effective BMPs that prevent erosion.Applicable BMPs include,but are not limited to: temporary and permanent seeding,sodding,mulching, plastic covering, erosion control fabrics and matting, soil application of polyacrylamide (PAM), the early application of gravel base early on areas to be paved, and dust control. • Control stormwater volume and velocity within the site to minimize soil erosion. • Control stormwater discharges, including both peak flow rates and total stormwater volume,to minimize erosion at outlets and to minimize downstream channel and stream bank erosion. • Soils must not remain exposed and unworked for more than the time periods set forth below to prevent erosion: • During the dry season (May 1 -Sept.30): 7 days • During the wet season (October 1 -April 30): 2 days • Stabilize soils at the end of the shift before a holiday or weekend if needed based on the weather forecast. • Stabilize soil stockpiles from erosion,protected with sediment trapping measures, and where possible,be located away from storm drain inlets,waterways and drainage channels. • Minimize the amount of soil exposed during construction activity. • Minimize the disturbance of steep slopes. • Minimize soil compaction and,unless infeasible,preserve topsoil. Element 6: Protect Slopes • Design and construct cut-and-fill slopes in a manner to minimize erosion.Applicable practices include, but are not limited to, reducing continuous length of slope with terracing and diversions, reducing slope steepness, and roughening slope surfaces (for example,track walking). • Divert off-site stormwater(run-on) or ground water away from slopes and disturbed areas with interceptor dikes,pipes and/or swales. Off-site stormwater should be managed separately from stormwater generated on the site. • At the top of slopes, collect drainage in pipe slope drains or protected channels to prevent erosion. . Temporary pipe slope drains must handle the peak 10-minute velocity of flow from a Type 1A, 10-year,24-hour frequency Volume 1—Minimum Technical Requirements—August 2012 2-20 storm for the developed condition. Alternatively, the 10-year and 1-hour flow rate predicted by an approved continuous runoff model, increased by a factor of 1.6, may be used. The hydrologic analysis must use the existing land cover condition for predicting flow rates from tributary areas outside the project limits.For tributary areas on the project site,the analysis must use the temporary or permanent project land cover condition,whichever will produce the highest flow rates. If using the Western Washington Hydrology Model('WWIIM) to predict flows,bare soil areas should be modeled as "Iandscaped" area. • Place excavated material on the uphill side of trenches, consistent with safety and space considerations. • Place check dams at regular intervals within constructed channels that are cut down a slope. Element 7: Protect Drain Inlets • Protect all storm drain inlets made operable during construction so that stormwater runoff shall not enter the conveyance system without first being filtered or treated to remove sediment. • Clean or remove and replace inlet protection devices when sediment has filled one-third of the available storage (unless a different standard is specified by the product manufacturer). Element 8: Stabilize Channels and Outlets • Design, construct, and stabilize all on-site conveyance channels to prevent erosion from the following expected peak flows: Channels must handle the peak 10-minute velocity of flow from a Type IA, 10-year,24-hour frequency storm for the developed condition. Alternatively,the 10-year, 1-hour flow rate indicated by an approved continuous runoff model, increased by a factor of 1.6,may be used.The hydrologic analysis must use the existing Iand cover condition for predicting flow rates from tributary areas outside the project limits. For tributary areas on the project site,the analysis must use the temporary or permanent project land cover condition, whichever will produce the highest flow rates.If using the Western Washington Hydrology Model (WWHM) to predict flows,bare soil areas should be modeled as "landscaped area. • Provide stabilization, including armoring material, adequate to prevent erosion of outlets, adjacent stream banks, slopes and downstream reaches at the outlets of all conveyance systems. Volume I—jVJjninium Technical Requirements—August 2012 2-21 Element 9: Control Pollutants . Design,install, implement and maintain effective pollution prevention measures to minimize the discharge of pollutants. . Handle and dispose of all pollutants,including waste materials and demolition debris that occur on-site in a manner that does not cause contamination of stormwater. . Provide cover, containment,and protection from vandalism for all chemicals,liquid products, petroleum products, and other materials that have the potential to pose a threat to human health or the environment. On-site fueling tanks must include secondary containment. Secondary containment means placing tanks or containers within an impervious structure capable of containing 110% of the volume contained in the largest take within the containment structure.Double-walled tanks do not require additional secondary containment. . Conduct maintenance,fueling, and repair of heavy equipment and vehicles using spill prevention and control measures. Clean contaminated surfaces immediately following any spill incident. . Discharge wheel wash or tire bath wastewater to a separate on-site treatment system that prevents discharge to surface water, such as closed-loop recirculation or upland application, or to the sanitary sewer,with local sewer district approval. . Apply fertilizers and pesticides in a manner and at application rates that will not result in loss of chemical to stormwater runoff. Follow manufacturers' label requirements for application rates and procedures. . Use BMPs to prevent contamination of stormwater runoff by pH modifying sources.The sources for this contamination include, but are not limited to: bulk cement, cement kiln dust,fly ash, new concrete washing and curing waters,waste streams generated from concrete grinding and sawing, exposed aggregate processes, dewatering concrete vaults,concrete pumping and mixer washout waters. . Adjust the pH of stormwater if necessary to prevent violations of water quality standards_ . Assure that washout of concrete trucks is performed off-site or in designated concrete washout areas only.Do not wash out concrete trucks onto the ground, or into storm drains, open ditches,streets, or streams. Do not dump excess concrete on-site, except in designated concrete washout areas. Concrete spillage or concrete discharge to surface waters of the State is prohibited. Volume I—Minimum Technical Requirements—August 2012 7.77 • Obtain written approval from Ecology before using chemical treatment other than CO2 or dry ice to adjust pH. Element 10: Control De-Watering . Discharge foundation,vault, and trench de-watering water, which has similar characteristics to stormwater runoff at the site,into a controlled conveyance system before discharge to a sediment trap or sediment pond. • Discharge clean,non-turbid de-watering water, such as well-point ground water,to systems tributary to, or directly into surface waters of the State, as specified in Element#8,provided the de- watering flow does not cause erosion or flooding of receiving waters.Do not route clean dewatering water through stormwater sediment ponds.Note that"surface waters of the State" may exist on a construction site as well as off site; for example, a creek running through a site. . Handle highly turbid or otherwise contaminated dewatering water separately from stormwater. . Other treatment or disposal options may include: 1. Infiltration. 2. Transport off-site in a vehicle,such as a vacuum flush truck, for legal disposal in a manner that does not pollute state waters. 3. Ecology-approved on-site chemical treatment or other suitable treatment technologies. 4. Sanitary or combined sewer discharge with local sewer district approval,if there is no other option. 5. Use of a sedimentation bag with outfall to a ditch or swale for small volumes of localized dewatering. Element 11: Maintain BMPs • Maintain and repair all temporary and permanent erosion and sediment control BMPs as needed to assure continued performance of their intended function in accordance with BMP specifications. • Remove all temporary erosion and sediment control BMPs within 30 days after achieving fmaI site stabilization or after the temporary BMPs are no longer needed. Volume I—Minimum Technical Requirements—August 2012 2-23 Element 12: Manage The Project . Phase development projects to the maximum degree practicable and take into account seasonal work limitations. • Inspection and monitoring-Inspect, maintain and repair all BMPs as needed to assure continued performance of their intended function.Projects regulated under the Construction Stormwater General Permit must conduct site inspections and monitoring in accordance with Special Condition S4 of the Construction Stormwater General Permit. • Maintaining an updated construction SWPPP-Maintain,update, and implement the SWPPP. . Projects that disturb one or more acres must have site inspections conducted by a Certified Erosion and Sediment Control Lead (CESCL).Project sites disturbing less than one acre may have a CESCL or a person without CESCL certification conduct inspections.By the initiation of construction, the SWPPP must identify the CESCL or inspector,who must be present on-site or on-call at all times. . The CESCL or inspector(project sites less than one acre)must have the skills to assess the: . Site conditions and construction activities that could impact the quality of stormwater. . Effectiveness of erosion and sediment control measures used to control the quality of stormwater discharges. . The CESCL or inspector must examine stormwater visually for the presence of suspended sediment,turbidity, discoloration, and oil sheen. They must evaluate the effectiveness of BMPs and determine if it is necessary to install,maintain, or repair BMPs to improve the quality of stormwater discharges. Based on the results of the inspection, construction site operators must correct the problems identified by: . Reviewing the SWPPP for compliance with the 13 construction SWPPP elements and making appropriate revisions within 7 days of the inspection. . Immediately beginning the process of fully implementing and maintaining appropriate source control and/or treatment BMPs as soon as possible, addressing the problems not later than within 10 days of the inspection. If installation of necessary treatment BMPs is not feasible within 10 days,the construction site operator may request an extension within the initial 10-day response period. Volume I-Mininunn Technical Requirements-August 2012 2-24 f • Documenting BMP implementation and maintenance in the site log book (sites larger than 1 acre). • The CESCL or inspector must inspect all areas disturbed by construction activities, all BMPs, and all stounwater discharge points at least once every calendar week and within 24 hours of any discharge from the site (For purposes of this condition,individual discharge events that last more than one day do not require daily inspections. For example, if a storrnwater pond discharges continuously over the course of a week, only one inspection is required that week.) The CESCL or inspector may reduce the inspection frequency for temporary stabilized, inactive sites to once every calendar month. Element 13: Protect Low Impact Development BMPs • Protect all Bioretention and Rain Garden BMPs from sedimentation through installation and maintenance of erosion and sediment control BMPs on portions of the site that drain into the Bioretention and/or Rain Garden BMPs. Restore the BMPs to their fully functioning condition if they accumulate sediment during construction.Restoring the BMP must include removal of sediment and any sediment-laden Bioretention/rain garden soils, and replacing the removed soils with soils meeting the design specification. • Prevent compacting Bioretention and rain garden BMPs by excluding construction equipment and foot traffic. Protect completed lawn and landscaped areas from compaction due to construction equipment. • Control erosion and avoid introducing sediment from surrounding land uses onto permeable pavements..Do not allow muddy construction equipment on the base material or pavement.Do not allow sediment-laden runoff onto permeable pavements or base materials. • Pavement fouled with sediments or no longer passing an initial infiltration test must be cleaned using procedures in accordance with this manual or the manufacturer's procedures. • Keep all heavy equipment off existing soils under LID facilities that have been excavated to final grade to retain the infiltration rate of the soils. Volume I—Minimum Technical Requirements—August 2012 2_25 _ J EFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street, Port Townsend,WA 98368 I Web:www.co.iefferson.wa.us/communitydevelooment Tel: 360.379.4450 I Fax:360.379.4451 I Email:dcd(a7co.iefferson.wa.us SquareONE Resource Center I Building Permits 8 Inspections I Development Review I Long Range Planning November 14, 2014 �" Dear Re er, ��r -1-r- -#-'- RE: MLA13-00050 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: NEW SINGLE-FAMILY RESIDENCE WITH DECK AND ATTACHED GARAGE FLOOD DEVELOPMENT PERMIT ***REVISION RECEIVED 11/3/14 SRE**** Comments must be received within fourteen (14) calendar days or by November 28, 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, Anna Bausher Anna Bausher cc:, \\tidemark\datalforms\F_MLT_ReviewerLtr.rpt 11/14/2014 Zoe Ann Lamp From: Zoe Ann Lamp Sent: Monday, January 13, 2014 9:46 AM To: 'chas-law @live.com' Subject: Recap of our meeting today Charles, It was good seeing you again. After our meeting this morning I thought it would be good to recap the options we discussed. Issue: To proceed with the current proposal additional archaeological work must be conducted. Based on information from your archaeologist, you believe it's possible to stay away from additional archaeological work if the home is moved to within the area that's already been studied. The area that has been studied is not completely consistent with the approved buildable area on the SPAAD. The site contains a Category I wetland and a Fish and Wildlife Habitat Conservation Area buffer. Options: 1) Have the archaeological work done and use the existing site plan that complies with the approved SPAAD. 2) Redesign the residence so it complies with the approved SPAAD and with the archaeological requirements. I estimate an additional $1000.00 - $1,500.00 in fees will be required for the revision to the application. There are many variables so a precise amount cannot be calculated at this time. 3) Abandon the SPAAD, use the current home design, moving the home to a location compliant with the archaeological requirements and apply for a CASP (Critical Area Stewardship Plan). The first step in this process is to apply for a preapplication conference. The fee for this preapplication conference is $532.00. You have the form which lists the preapplication submittal requirements. It's recommended the biologist you hire attend the meeting which will be held on site. The application fee for a CASP is $532.00. To ensure the performance standards of the CASP are met, a performance bond is required (usually $4,000 - $5,000) and the site is monitored for 5 years. If all performance standards are met the bonding monies are refunded at the end of 5 years. I hope this information helps you and Rosemary choose the alternative that is right for you. If you have questions, please contact me. Sincerely, Zoe Ann Lamp, AICP Associate Planner, DRD Lead Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 Phone: 360-385-9406 Fax: 360-379-4473 e-mail: zlamp@cojefferson.wa.us Jefferson County DCD Mission: To preserve and enhance the quality of life in Jefferson County by promoting a vibrant economy, sound communities and a healthy environment. All e-mail sent to this address will be received by the Jefferson County e-mail system and may be subject to Public Disclosure under Chapter 42.56 RCW 1 Please note: The Department of Community Development is open to the public 9:00 a.m. —4:30 p.m. Monday- Thursday; Closed Noon - 1:00 p.m.; Closed Fridays. 2 Stacie Hoskins From: Charles Law[chas-law @live.com] Sent: Friday, July 25, 2014 6:43 AM To: Stacie Hoskins Subject: RE: MLA13-00050 Building permit S. Hoskins Thank you for the time. I will be in touch with your department as soon as I am properly prepared. Charles Law From: SHoskins@co.iefferson.wa.us To: chas-law@live.com CC: ZLamp@co.iefferson.wa.us Subject: RE: MLA13-00050 Building permit Date: Wed, 16 Jul 2014 21:32:47 +0000 Hi, Charles, I've extended the time to submit the requested information for MLA13-00050 another three months through October 12, 2014. Once you provide the additional information we'll assign your case to a new planner. Best regards, Stacie.L'. .rto t eos4 Planning Manager,Jefferson County Department of Community Development 621 Sheridan Street * Port Townsend, WA 98368 Phone 360-379-4463 * Fax 360-379-4451 shoskinsC?co.jefferson.wa.us Jefferson County DCD Mission: To preserve and enhance the quality of life in Jefferson County by promoting a vibrant economy, sound communities and a healthy environment. All e-mail sent to this address has been received by the Jefferson County e-mail system and is therefore subject to the Public Records Act,a state law found at RCW 42.56.Under the Public Records law the County must release this e-mail and its contents to any person who asks to obtain a copy(or for inspection)of this e-mail unless it is also exempt from production to the requester according to state law,including RCW 42.56 and other state laws. From: Zoe Ann Lamp Sent: Wednesday, July 16, 2014 8:19 AM To: Charles Law Cc: Stacie Hoskins Subject: RE: MLA13-00050 Building permit Charles, It's good to hear from you! Hope you and Rosemary are well and you're enjoying Summer! A few weeks ago I accepted a position with the Public Works Department so I no longer review permits in Community Development (DCD). Stacie Hoskins, Planning Manager for DCD, is cc'd on this email so she can forward your message to the planner who has been assigned to your case. 1 Best wishes and hope all goes smoothly with the new house design and construction! Sincerely, Zoe Ann Lamp,AICP Transportation Planner Jefferson County Department of Public Works 623 Sheridan Street, Port Townsend,WA 98368 Ph: 360.385.9162 Fax:360.385.9234 Email:zlamp@co.jefferson.wa.us Web:www.co.lefferson.wa..us/publicworks From: Charles Law [mailto:chas-law @live.com] Sent: Wednesday, July 16, 2014 7:03 AM To: Zoe Ann Lamp Subject: MLA13-00050 Building permit Zoe Ann I have not quite completed the new house design. I am going to need a bit more time to finalize the plans. I do believe I have a design that will satisfy our unique requirements. Its just a bit more involved than I expected. Thank you Charles Law 2 .�4 cue Stacie Hoskins r A From: Stacie Hoskins M uNi 3- �,' • Sent: Wednesday, July 16, 2014 2:32 PM To: Charles Law �y f �, _ 1 Cc: Zoe Ann Lamp J Subject: RE: MLA13-00050 Building permit Hi, Charles, I've extended the time to submit the requested information for MLA13 12, 2014. Once you provide the additional information we'll assign yot Best regards, Stacie 4. gaa/iaa Planning Manager,Jefferson County Department of Community Development 621 Sheridan Street * Port Townsend, WA 98368 Phone 360-379-4463 * Fax 360-379-4451 shoskins @co.jefferson.wa.us Jefferson County DCD Mission: To preserve and enhance the quality of life in Jefferson County by promoting a vibrant economy, sound communities and a healthy environment. All e-mail sent to this address has been received by the Jefferson County e-mail system and is therefore subject to the Public Records Act,a state law found at RCW 42.56.Under the Public Records law the County must release this e-mail and its contents to any person who asks to obtain a copy(or for inspection)of this e-mail unless it is also exempt from production to the requester according to state law,including RCW 42.56 and other state laws. From: Zoe Ann Lamp Sent: Wednesday, July 16, 2014 8:19 AM To: Charles Law Cc: Stacie Hoskins Subject: RE: MLA13-00050 Building permit Charles, It's good to hear from you! Hope you and Rosemary are well and you're enjoying Summer! A few weeks ago I accepted a position with the Public Works Department so I no longer review permits in Community Development (DCD). Stacie Hoskins, Planning Manager for DCD, is cc'd on this email so she can forward your message to the planner who has been assigned to your case. Best wishes and hope all goes smoothly with the new house design and construction! Sincerely, Zoe Ann Lamp, AICP Transportation Planner Jefferson County Department of Public Works 623 Sheridan Street, Port Townsend,WA 98368 Ph:360.385.9162 Fax:360.385.9234 Email: zlamp @co.jefferson.wa.us Web: www.co.iefferson.wa..us/publicworks 1 From: Charles Law [mailto:chas-law©live.com] Sent: Wednesday, July 16, 2014 7:03 AM To: Zoe Ann Lamp Subject: MLA13-00050 Building permit Zoe Ann I have not quite completed the new house design. I am going to need a bit more time to finalize the plans. I do believe I have a design that will satisfy our unique requirements. Its just a bit more involved than I expected. Thank you Charles Law 2 pfj se4- } I Sally Ellis 1\k‘3 From: Stacie Hoskins Sent: Thursday, October 09, 2014 3:39 PM To: Charles Law Cc: Sally Ellis Subject: RE: MLA13-00050 Building permit Hi, Charlie, Great! So glad to know you're making progress. Given you're submitting revised building plans,you'll need to make an appointment with Sally Ellis, our Permit Technician. She can assist you with any new fees or building requirements for your revision. I've copied Sally with this message to connect the two of you. Best regards, �/ �/ Staue Z. �faakerd "l "� I _ Planning Manager,Jefferson County Department of Community Development 621 Sheridan Street* Port Townsend,WA 98368 013 -tQj 3 Phone 360-379-4463 * Fax 360-379-4451 shoskinsPco.jefferson.wa.us • Jefferson County DCD Mission: To preserve and enhance the quality of life in Jefferson County by promoting a vibrant economy, sound communities and a healthy environment. All e-mail sent to this address has been received by the Jefferson County e-mail system and is therefore subject to the Public Records Act,a state law found at RCW 42.56.Under the Public Records law the County must release this e-mail and its contents to any person who asks to obtain a copy(or for inspection)of this e-mail unless it is also exempt from production to the requester according to state law,including RCW 42.56 and other state laws. From:Charles Law[mailto:chas-law @live.com] Sent:Thursday, October 09,2014 3:25 PM To:Stacie Hoskins Subject: RE: MLA13-00050 Building permit Hi Stacie This is Charles Law and I am nearing completion of my revised building plans and would like to make an appointment for the week of October 20, 2014 for submittal. Is that something that will work for you. A Monday works best for me. From: SHoskins @co.lefferson.wa.us To: chas-law @live.com CC: ZLamp @co.jefferson.wa.us Subject: RE: MLA13-00050 Building permit Date: Wed, 16 Jul 2014 21:32:47 +0000 Hi, Charles, I've extended the time to submit the requested information for MLA13-00050 another three months through October 12, 2014. Once you provide the additional information we'll assign your case to a new planner. 1 Best regards, Stacie Z. i aa(eima Planning Manager,Jefferson County Department of Community Development 621 Sheridan Street* Port Townsend,WA 98368 Phone 360-379-4463 * Fax 360-379-4451 shoskinst7a,co.jefferson.wa.0 s Jefferson County DCD Mission: To preserve and enhance the quality of life in Jefferson County by promoting a vibrant economy, sound communities and a healthy environment. All e-mail sent to this address has been received by the Jefferson County e-mail system and is therefore subject to the Public Records Act,a state law found at RCW 42.56.Under the Public Records law the County must release this e-mail and its contents to any person who asks to obtain a copy(or for inspection)of this e-mail unless it is also exempt from production to the requester according to state law,including RCW 42.56 and other state laws. From: Zoe Ann Lamp Sent: Wednesday,July 16, 2014 8:19 AM To: Charles Law Cc: Stacie Hoskins Subject: RE: MLA13-00050 Building permit Charles, It's good to hear from you! Hope you and Rosemary are well and you're enjoying Summer! A few weeks ago I accepted a position with the Public Works Department so I no longer review permits in Community Development(DCD). Stacie Hoskins, Planning Manager for DCD, is cc'd on this email so she can forward your message to the planner who has been assigned to your case. Best wishes and hope all goes smoothly with the new house design and construction! Sincerely, Zoe Ann Lamp,AICP Transportation Planner Jefferson County Department of Public Works 623 Sheridan Street,Port Townsend,WA 98368 Ph:360.385.9162 Fax:360.385.9234 Email:zlamp @co.iefferson.wa.us Web:www.ca.Jefferson.wa..us/publicworks From: Charles Law [mailto:chas-Iawi live.com] Sent: Wednesday, July 16, 2014 7:03 AM To: Zoe Ann Lamp Subject: MLA13-00050 Building permit Zoe Ann I have not quite completed the new house design. I am going to need a bit more time to finalize the plans. I do believe I have a design that will satisfy our unique requirements. It's just a bit more involved than I expected. 2 Thank you Charles Law 3 ¢soN c JEFFERSON COUNTY ww, •,#°°�, DEPARTMENT OF COMMUNITY DEVELOPMENT -' ' 621 Sheridan Street I Port Townsend,WA 983681 Web:www.cojefferson.wa.us/communitydeve,cpment 4�' -4 -off Tel:360.379.4450 Fax:360.379.4451 1 Email:dcd(a co.lefferson.wa.us 9Sy`7 NGC Building Permits&Inspections I Development Consistency Review I Long Range Planning I Watershed Stewardship Resource Center October 15, 2013 Charles R. Law Rosemary Law 820 Cady Rd. Condo B-306 Everett, WA 98203-5079 RE: New Single-Family Residence with Deck and Attached Garage SITE ADDRESS: 181 PORTAGE WAY CASE #: MLA13-00050 Dear Charles and Rosemary: The Department of Community Development is in the process of reviewing your application. The following information is needed to continue review of your project. • Attached is a letter from Gretchen Kaehler with the Department of Archaeology and Historic Preservation. Please contact your archaeologist to comply with the requirements of the letter. Please submit a copy of the letter/permit from DAHP indicating you have complied with these requirements. • The Flood Elevation Certificate you submitted was not completed by a Licensed Surveyor. Jefferson County will not require a new Flood Elevation Certificate at this time; however, please be aware that the Flood Elevation Certificate that is required after construction of the residence and garage must be completed and signed by a Licensed Surveyor. Your structures must be properly elevated and flood proofed as required by JCC 15.15. For informational purposes, attached is a brochure from FEMA illustrating how elevating structures above the required amount increases savings on Flood Insurance Premiums. Please submit the above information to the Department of Community Development by January 13, 2014. Pursuant to Jefferson County Code(JCC) 18.40.110(3) and (6), if the applicant refuses to submit the additional information or does not request additional time to submit the required information within the ninety (90) calendar day period, the application will be considered abandoned and therefore withdrawn and the applicant shall forfeit the application fee. The Department of Community Development shall not be responsible for notifying the applicant of an impending expiration. Sincerely, d .e Ann Lamp, AICP Associate Planner, DRD Lead cc: File BUILDING PERMIT APPLICATION Review Type: I Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD13-00083 Received Date: 3/14/2013 SITE ADDRESS: 181 PORTAGE WAY PORT HADLOCK, 98339 OWNER: CHARLES R LAW PHONE: 425-736-5467 ROSEMARY LAW 820 CADY RD CONDO B306 EVERETT WA 98203-5079 NASON SHORT PLAT .83AC SUBDIVISION: Block: Lot: 2 PARCEL NUMBER: 962700108 Section: 7 Township: 29 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP NEW SINGLE-FAMILY RESIDENCE WITH DECK AND ATTACHED GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,076 VALUATION 197,285.00 ADD'L: 470 HEAT TYPE: EEE CODE EDITION: 2009 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: 2 OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: 202 SHORELINE: CONST TYPE: DECK: 765 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: 05783 BEDROOMS: BATHROOMS: Exist: Exist: 0 Prop: 2 Prop: 3 Total: 2 Total: 3 Routing Date: n /47/ 7 ,3 Type Amount Paid By: Date: Receipt: Approved/Date yp v Permit $1,542.55 ZAL 03/14/13 140100 State Building Code $4.50 ZAL 03/14/13 140100 Potable Water Application $66.00 ZAL 03/14/13 140100 Plan Check $1,002.66 ZAL 03/14/13 140100 Total: $2,615.71 U+irie.raL\AMnlfnrrnc C RI n Ann Did rnf 'fl /W117 Charles Law revised his building permit on 11/3/14. -ce td° (ptrcna 'aa, dely Flep Qa 0 GI,' M Ent Ikw Opt. Takla OBE GM Data Ebt Praea Group Add Cica P Aniim Pmpla Nluxton C .1Iev C Neee Tag; rtaem GFCWt •eot0mrg p- I 8LO13.00983 Status p ll Name:CHARLESRLAW Perdivo ors ° Address 181 PORTAGE WAY PORT HADLOCK Updated:1011012014 AWE MI/4 IMLA13 00050 iiii Review Type:Il eons OcG i Desetiptinn: Prolea,y NEW SINGLE-FAMILY RESIDENCE WITH DECK AND ATTACHED GARAGE 5r4�; FLOOD DEVELODMENT PERMIT Cancel 7>.:t i r-- Proposed Area in Square feet: Commercial -SF e3 sae r , Main Floor 1 1 076 SF Industrial SF I mcr Addtnl Floors 170 s i r C Heated Bsmnt.1 SF Numger of Stories:, 2 1 Height ; FT Hesmp - Unhtd Bsnmt SF Other( SF Type of Neat ;Electric Contacts_ * GarageiCrpt I 202 sr Type of Heat ( i sae I m reel ' _ Drediuns DeeksZ'Porchea:i...---m 756 SF P,rpe of Heat_ �� 0 i i7, 1 a J !, E/H revision fee#$158.00 Consistency review$228.00 BLD Base $ 228.00 Plan Check$ 967.85 TOTAL$ 1581.85 Receipt# 151712 CHECK#3698 No refund on original permit- we did a whole new plan check fee as it is a whole new set of plans. Charged 3hrs for BLD base- Instead of new BLD BASE. This is to cover permit tec time- We scheduled two meetings before the revision was accepted. r . sON t^ �v off, JEFFERSON COUNTY r4 DEPARTMENT OF COMMUNITY DEVELOPMENT A'\ ( ' ` I l 621 Sheridan Street • Port Townsend • Washington 98368 360/379-4450 360/379-4451 Fax MAR 1, 2013 y O. . www.co.jefferson.wa.us/commdevelopment SINGS pp Master Permit Application I iaS , , X 90 5-D Project Description(include separate sheets as necessary):fe Je GSf.96tieC Mi/,GL � Tax Parcel s� c/ T c^ D�G� Number: a •/ !Q0 / 0 8 Property �4 00 59. 7( tP/? X) Size: (ammo/square feet) Site Address and/or Directions to Property: 7�B SOUS O�OF t.#4 sCk Ati O�/c R.D. ft, / 7'44 (vtf Post/h9,t w4 / , Le�T �Paer�§ 4y ,Pa 1,5 on /L1 Property Owners)of Record: ��r lV4,QL$s 1'OOse9r+/at-A y ! W Telephone: _ 'S —73€ —'5 67 Fax -- email: ll(r 4'5 /2.w i//Me. l Mailing Address: e/t, ti40 /ef�8-3e„,(/C: it sy`9}'Qv�, gtz Applicant/Agent(if different from owner): / Telephone: // Fax:7 email: / / Mailing Address: What kind of Permit?(Check each box that applies uilding ❑Variance(Minor, Major or Reasonable Economic Use) ❑ Demolition Permit ❑Conditional Use[C(a), C(d), or Cl** x Sine le Famil t 2 .. ..- _t- •-. 8.1M. • a' - t-ry"D"oLLInnamed_Use-Classification------ ❑ Manufactured Home ❑ Modular ❑Special Use(Essential Public Facilities)** ❑ Commercial* ❑Boundary Line Adjustment ❑ Change of Use ❑Short Plat" ❑ Address ❑Road Approach ❑Binding Site Plan** ❑ Home Business ❑Cottagelndustry ❑ Long Plat*' ❑ Propane ❑ Planned Rural Residential Development(PRRD)/Amendments** ❑Sign ❑ Plat Vacation/Alteration"* ❑Allowed"Yes"Use Consistency Analysis ❑Shoreline Master Program Exemption/Permit Revisions*" ❑Stormwater Management ❑Shoreline Management Substantial Development*" ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Variance ❑Temporary Use ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑Wireless Telecommunication* ❑Jefferson County Shoreline Master Program Amendment ❑Forest Practices Act/Release of Six-Year Moratorium ❑Tree Vegetaion Request *May require a Pre—Application Conference **Requires a Pre-Application Conference Please identify any other local, state or federal permits required for this proposal, if known: DESIGNATION OF AGENT I hereby designate 1 to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE �� Date: /N4'eizi 7 7/Ql3 By signing this application form 9ie owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or it's knowledge. Any material falsehood or any omission of a material fact made by the owner/agent 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 ent to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required later inspjcti ns. Staff 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 sl a 4ants pri otice. / / Signature: V es Date: G rJj Of ' 3 The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a 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 in co fiance with the�t{efferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transferable responsi ility_rfor adit ering.tb and complying with the ESA. The Applicant has read this disclaimer nd s'gns and dates it below. Signature: �,.'k Date: (/3�6,Y13 C:\Documents and Settings\carat\Local Settings\Temporary Internet Files\OLK86\Master Permit.Application l2-19-2006.doe 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 assumir/yg7 e re nsibility of the General Contractor for the proposed project. 2 1 Signature: Date: 07(o 6 ill GENERAL CONTRACTOR OR yr1.,i0UfACy lkE�fYF.I�OMLfl T�C R: PHONE: FAX: ✓rThows/Ote�. L/4?44V 4OWrsok (360) 38I-o05-7 ( ) MAILING ADDRESS: EMAIL: JO( 57fo 1/,4,00 . CJ CONTRACTORS LICENSE ,t /,+/J WAINS J NUMBER: f!7 Ms 0 tt 7 5 7 0 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: 3 Height: A Individual Systeir3}l'1 = Repair _ Masonry SEP Permit# OW"1 rO Demolition - Other: Bedrooms: _..... Supply: Existing: Setback: = Private well _ Two Party Type of Heat: Proposed: _„7,_ k Public C/ettete, Total: 2 Name of System: If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants(indudes owners,tenants, employees,etc) Current _Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes I No If this is a Propane Tank and/or Appliance Installationpermit,mark all items below that apply: ❑Underground Tank Above ground Tank Size of Propane Tank: ❑Heat Stove ❑Cook Stove ❑ Woodstove ❑ Fireplace Insert ❑Hot Water Tank ❑Pellet Stove ❑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 the 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. Square Footage Current Proposed For Office Use Only Amount Revision Main Floor Heated (oil C4,r'r g3/.5/I�EH Bid App Review: 7? CO 2na Floor Heated 41a 59 Consistency Review: n� 2.r (20 3io 3�a ao au jj Other Heated Base fee: l 5. r2� S Mezzanine A`d�d�i-ti1unai'Seuttlm 7 �J0TD \� ShOr[tt;IL Ot�i 5302, Heated Basement Plan Check fee:1 /00a7, 4 Unheated Basement State Surcharge fee: y y. 5D Other Unheated \,_ Pot Water Review fee: ! Q oa Garage/Carport V 1, SUBTOTAL s� x so jy 93. /1 _ Decks Approach fee: 1`S 54 a13�3.50 41il. Other TOTAL: 1,3 4193, 07/ /kn 9i Receipt Number: r'-J n 1 00 Cash/Check Number: I Iq o �V ESTIMATED COST(REQUIRED) Date: .Fair market value of all labor and materials foundation to finish 3 i t l 3 fits-005.0u Initials: C:\Documents and Settings\carat\Local Settings\Temporal-Internet Files\Oi.KS6\Master Permit Application 12-19-2006.doc ��yON ooh JEFFERSON COUNTY 7 �`. DEPARTMENT OF COMMUNITY DEVELOPMENT JEFFERSON CO .L. 621 Sheridan Street • Port Townsend • Washington 98368 O 360/379-4450 • 360/379-4451 Fax `YHzNO� http://www.co.jefferson.wa.us/commdevelopment/ Stormwater Calculation Worksheet MLA# _ PROJECT/APPLICANT NAME: C4', 1L3 14W DETERMINING STORMWATER MANAGEMENT REQUIREMENTS: This stormwater calculation worksheet should be completed first to classify the proposal as "small," "medium," or"large." The size determines whether a Stormwater Site Plan is required in conjunction with a stand-alone stormwater management permit application, building permit application, or other land use approval application that involves stormwater review. The basic information will also be helpful for completing a Stormwater Site Plan, if required. PARCEL SIZE (I.E., SITE Size of parcel •367 acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet 151/0 sq/ft Land-disturbing activity is any activity that results in movement of earth, or a change in the existing soil cover (both vegetative and non-vegetative) and/or the existing soil topography. Land disturbing activities include, but are not limited to clearing, grading, filling, excavation, and compaction associated with stabilization of structures and road construction. Native vegetation is vegetation comprised on plant species, other than noxious weeds, that are indigenous to the coastal region of the Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as Douglas fir, western hemlock, western red cedar, alder, big-leaf maple, and vine maple; shrubs such as willow, elderberry, salmonberry, and salal; herbaceous plants such as sword fern, foam flower, and fireweed. LAND DISTURBING ACTIVITY, CONVERSION OF NATIVE VEGETATION, AND VOLUME OF CUT/FILL Calculate the total area to be cleared, graded, filled, Answer the following two questions related to excavated, and/or compacted for proposed development conversion of native vegetation: project. Include in this calculation the area to be cleared for: Does the project convert V.acres or more of Construction site for structures /sa sq/ft native vegetation to lawn or landscaped areas? Drainfield, septic tank, etc. sq/ft Circle: Yes (J� Well, utilities, etc. sq/ft Does the project convert 2 'A acres or more of native vegetation to pasture? Driveway, parking,roads, etc. ""' sq/ft Circle: Yes a Lawn, landscaping, etc. sq/ft Other compacted surface, etc. `—' sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance 4 iro sq/ft Cut Fill (cu/yd) [over] stormwaler calc worksheet Rev 9-9-2010—REV.9!912010 1 Impervious surface is a hard surface that either prevents or retards the entry of water into the soil mantle as under natural conditions prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an increased rate of flow from the flow present under natural conditions prior to development. Common impervious surfaces include, but are not limited to roof tops, walkways, patios, driveways, parking lots or storage areas, concrete or asphalt paving, gravel roads, packed earthen materials, and oiled, macadam or other surfaces which similarly impede the natural infiltration of stormwater. STORMWATER CALULATIONS–IMPERVIOUS SURFACE NEW EXISTING Structures(all roof area) TO sq/ft Structures(all roof area) 4'o sq/ft (T 4"ite t<-SHE.) Sidewalks sq/ft Sidewalks sq/ft Patios ""' sq/ft Patios sq/ft Solid Decks sq/ft Solid Decks sq/ft (without infiltration below) (without infiltration below) Driveway, parking, roads, etc sq/ft Driveway, parking, roads, etc sq/ft Other sq/ft Other sq/ft Total New tTSQ sglft Total Existing rV sq/ft TOTAL NEW+TOTAL EXISTING* yfQ 0 sq/ft `This amount will be used BY STAFF to check total lot coverage. The following questions will help determine whether the proposed project is considered development or redevelopment. DEVELOPMENT v. REDEVELOPMENT Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: 6 % Does the site have 35%or more of existing impervious surface? Circle: Yes No FURTHER INSTRUCTIONS: If the answer is yes, the proposal is considered redevelopment and the attached Figure 2 should be used to determine the applicable Minimum Requirements. If the answer is no, the proposal is considered new development and the attached Figure 1 should be used. At this juncture, the applicant should refer to the applicable Flow Chart to determine the Minimum Requirements for stormwater management. DCD staff will help verify the classification of the project and the application requirements. For proponents of "small" projects who must comply only with Minimum Requirement #2—Construction Stormwater Pollution Prevention—an additional submittal is not required. The proponent is responsible for employing the 12 Elements to control erosion and prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet. Proponents of"medium" projects—those that must meet only Minimum Requirements #1 through #5—and for "large" projects—those that must meet all 10 Minimum Requirements—are required to submit a Stormwater Site Plan. DCD has prepared a submittal template of a Stormwater Site Plan, principally for rural residential projects. Complete the template in the Stormwater Site Plan Instructions and Submittal Template or prepare a Stormwater Site Plan using the step-by-step guidance in the Stormwater Management Manual. APPLICANT SIGNATURE By signing the Stormwater Calculation Worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affected property. V G3M1/l3 ('_ANDOWNER OR AUZED REPRESENTATIVE SIGNATURE) (DATE) FOR OFFICE USE ONLY SMALL MEDIUM LARGE REDEVELOPMENT Stormwater Site Plan: Yes No stormwater calc worksheet Rev 9-9-2010--REV 9/9/2010 333 n1N c'ar,v It.lrlr 1. { 'S.R vol 2 19 181 • • N�4SON S�-4Q T FLAT Sim 11 - SO A PORTION CF GOVERMENT LOT I,SECTION 1.TOWNSNIP 75 NORTH.RANGE I EAST,WWLLAPETTE MERIDIAN,JEFFERSON CgNTY,WASHINGTON f BE** ALSO A REF.LAT Of A PORTION CV TRACTS 51 NO 56,IRO1DALE ACRE TRACTS,PER VOLIPIE 2 CF PLATS,PAGE 145,RECORDS OF JERfERSCN COJNIT 1LLM4*GTON -- RAt 121=E.PrION All that portion of Tract SO and that portion of Tract Si lying Southerly of U.following Thom porttore of Tract Si and Tract 88 of Pariah Acre Tract..par plat recorded Sr desohnd Dm•A•.In Ur plat of Mondale At.Tract.per U.plat Useef rsomolool at VaWro I of Pots,at Page 18 Rnr rA of Jefferson=meg Washington Being•page N5,n Vol.,.t of Plats,Reach*of Jeffe,On Cully Washington of Govarrnna Let 1,n Section 1,Too.Mp 25 North Rage I Emu,W IImn4 Meridian. LM•A•: Irwl at a point m u•WWt. law of mid Tract ET,sold Wort*Al follow: feel Nort�y of Um ear Pwmtey Conner or said Tract Si,Wows nrnng pow Ii•E, a distance of 60751 last to Ito Governor*Meerder LM and Towne of lad Lee•A•. Comerrcn9 at tan NorUn..t Curs of Said Section 1,deuce SOI'46'945•14-along tan Wmlary Limits of said Swum 1,a Wooer.of 26•442 feet to the Wm 54 Corner 5lfune In!offeror Conroy Wadlhgton of raid Section t tMC.N Or 24'.45•E,along said W4Narly Lot..a StO MA.of 3000 few,Pori S.MO-1930r E,a distance of 6000 fees to the SOrrrnresl Carts Of said Tract SR and TRUE PONT OF BECOMING,Uri N 0r-26•-OrE, •lmg the Eatery Margh of Clevelwd Strata,and Westr%Units of Tract 5S and 81, a dlsance 20103 lest;thence S8C-f1•-31•E.•Platen.of 42450 NW to tae ST d 5• .,_.•of Goverment 1. eel:then WI 19''25'.23.5 along mTd along ir.ender Fr�tl Lance All drainage Iron are roof or roofs of fry.tructoe or rewire.and shearay,parting of 5250 feel:Urn N 39'-25•-]5•E.along mid Meander Los,a tlNUnce of 06S feet, New e other.agar Nerd sufaced awe slaty be directed erOugh•dyaell n.talled Wm thence S.SB'-IT'-37'E,•dutmcs d 2}W Iee1 to tha Wlaetre Mngn of,0.S 3 Way tan by no cars Unarm 60 feel Poe MIDI thy IMJbbb Awlgn end Wtal1Wm plan: as laid Right or Lay It dedicated n and ON of Motlsle Awe inset:them S.30--00' we to be Whew/led,Mantled and approved by the Jbrte.on Gooey RAlic World°warnarrt �'W,adg and Wlmlwy Margfi of laid Portage Way•esteem of 2tgr9 fee to the at the lino of appllmman for•Iwldfig pent for crnbY[tlm of a wleb car or any ears Southwest Came of and Tract 88;use.N.es'-B-50'W,diets tin NtWwy Margo sWCtve upon the lot Cdnpllarc•&Rh .s r.cpnneatt yell be awed by We Jef.eal d laid Portage Way air fionhsly Low or said Tract BB.a dhows of 8]8D0 fen ft eo Fuming and Balding Department 150.5 oh the ewer of I e occupancy peal to Use TIKE PORT CF DEGINNING. Tor any such.hots o residence with notified by Uo PAIN Works Department that Ur eys'..en he.been*Walled In conformance.IP tan nkmitted and approved part Sltuam In AHlersal County 114.h,gtcn C rears eaemsp.ta dL1 the-A—me r/API. Chem er,Cefferm,Owe,Abed at Cmw.oier. K now all pewee by theee pr..ent that I.tuna ade.lgiaA Ore n NO - Lt-05.1.stL� Senplal m tae pot s.or of the land Orel dmaflbed.and declare Derr Cl'the Beard X we shod put,and Ue emnvlt•dQntel trees to W test d by 1y 'moral had 005.5.., TREASURER'S CERTIFICATE * Grow Woof I hereby.e ay teed lNS day of B QQ I,lu rlOSeleon Trw•vr of Jefferson County alarergtort Wreby certify that an real n t..property Raze due y00 S depoN.revved to cover anticipated ' tams m Me property menaced n Ws Newt Pore have bear pad up to and ncndIng tar year 152:2 lla M6bi.e.Jeff oar =wry -- State of W4.hngtm J.. Couty of AN Imam I .{ APPROVALS TN.a to unify that a Ue.2$`day of5[pXSnd84 g FO before net Um q rnderalgn.d,a Notary Public,pwewlly appeared Cory P. Mort see executed Evm,od and oved Wa rm a 4.491 !./ the.IWn declaration and act 1801ld ed to M that he.WIq.edd and sealed APP y A the saee are his vonway act air deed for We am and Pup••deem `/dhi�Aiat— eerll05led th stated Wet 2•Is...Mooted to execute.ad Imin.unt m Dudsg Department nvactw .aahY,-0 PlalrcJ and ; WSeeayVie d arn;.uSfl 1*with*day and year NM above When. tl Eon and approved Ws day of&fr o5 n 9J lBL fi - of ( aMN.J4 /l �yJGal �/f�lT a'St! W• *gtor reNdeg• Director Jfr.wn Coolly AHN Deprth,v„..• coml.,.a err NOTICE TO POTENTIAL PURCNASERS, ��//[[ L LOTS CREATED HEREIN SMALL NOT DE FURTHER DIVIDED N ANT MANNER Exa.lhed air approved tHeoday of AgrolOOT,tn 2/ WITHIN A PERIOD OF FIVE 15)YEARS CITING=THE FILING CF A FINAL LP' /i iJ_ PLAT. )frost,C05arly Public Wale Daparleet Dream I A 5EWA0€DSP05l.L PERMIT 1448 BEEN ISSUED FOR LOS 2 UNDER PERMIT M•EDER 3155.THE SYSTEM MIST BE NSTALLED CONSISTENT 11TH THE PROV?5IOh5 OF TH15 PERMIT THE PERMIT IS VALID FOR ONE YEAR FR'.11 NOVEMMR 29,1990 A YEARLY RENEWAL IS PERMITTED FOR A 1TAXM1't OF TWO IV YEARS.UPON EXPIRATION OF THE SEWAGE RECORD**CERTIFICATE DISPOSAL PURPOSES IS NOT GUARANTEED AND 15 SUBJECT TO FURTHER Flied for r.cm n Ua APPROVAL CF A 014025D SEWAGE DISPOSAL APP.ICATION.(CONTACT y d1, ref Is W SAND EVNS I ASSOCIATES INC,W• THE JEFFERSON CCONT HEALTH DEPARMEMA. __y day of A .yL at Page.•pas. / and tea recorded n Volum of SHORT RATS,Pages!Pa• /leS a d•or 3.ANY RE'Ov&L OF,OR MAJOR DI5TUPDANCE Of SOIL WITHIN TuE f+ROPDG£ 'KKffem County Washington D FOR TI ELD AREAS MAY SEATS SITE I DISPOSAL STS THAT ARE COULD UNACCEPTABLE N,y. „ es- FOR THE INSTALLATION CF ISPASE DIERMIT. 9i5TEM5 AND COULD WNALmATE 105E SEWAGE DISPOSAL PERMIT. Comfy Audllm 4.NO POTADLE WATER SUPPLY IS PROVIDED DV T1415 SNORT FLAT.CITY Deputy .1,1' OF PORT TNNSENG WATER IS AVAILABLE ADJACENT TO THIS 611E 5. ACCEDE O'VTO PoRTAOE NhOY .L0R AERMfT r O444 tet Jeffineon County 2.et9dng SHEET 2 Off 2 3.3y3Z=z . . :IgAV.lfa1-:. .,. 5.P.01 2 I/ 1 R NASON SHORT PLAT SP 11-90 A Portion of Gov't Lot 2, Section 7 spALe�� EI ENT t•I' Twp. 29, Rge. IE,W.M. Jefferson Co., Wash. C\I 1, - !Awl- 7. 1- FE:--.Fp^I°, c.,a (Being a Replat of Tracts 87 88, Irondole KATT:SAL AkcP.sL/rcuW Titf Orr-kI Cps,"s: I}is-F,AF AYr ARFA,Pa Meng,N.t-., Acre Tracts per Vol.2 of Plats, Page 145 poRT� .;"- '� v rt,Lhnl=,,ALT%re M,ON.cR pi'1174.15 NCS1 7 v ' LLTAKE AL Nei-E. Jefferson Co. Wash. TO ANr LE Y/MAP NITY 1 pILO 1 .,.;,..1.0. ///:.OAK (NO SCALE 1 RF cRE BAY 1,113/3 OF BEAR/NG 9 RPCf9 WASH/NG TON COORDINATE SYSTEM NORTH ZONE PER I 4 TR/ AREA CRP 977 AER/AL MAPP/NG OF /980. ALSO AS DE-TERM/NED BY MEASUREMENTS BETWEEN THE' WEST QUARTER CORNER AND THE ACRTHA/ttT COR- NER OF SECT/ON 7, TWWN9H/P 29 N,RANGE/E,f✓.M R5 DEPA"TED HEREON. PORT LUDLOW PLATTED R/W CLEVELAND ST .9.n'ta'fsv AWAACEO GO✓'T I l QM r//// MEANDER BM 5 88"!7'37'E . E—u" rO,EE ''�aGL.650 5 813"/7'57"E I}n 49E.00 -3AA9' 00 --�90.UNE, TRACT C1� t I 9rpF 17 /)`I,Y' W 'O x NTr ne`f •— ,6 ' ��//y,,'cr IQe` 8 � NUR '4 �;, 8 �,M , jA'„'„N FORMENT LOT 1 — \ .;���c.c '�° LOT 2 o CO K,g SEPTIC 5./4 Ac \_ E _. # 0.83 AC. .q y V o k i x DISPOSAL R = G Fi SE ill EAU- g v J C. vit,ty AREA !_-_ I., 3. '..w,�i Al �O I' C. I LOT2 , ���'ra ® R V $ n FOl"+d'MN/TE �l lye IoMMN \ !1059'6 POST /G-27'N/ \�`1,�2 fASE.'1EN7 \30daa Yw / //.59'/9'90'W j � 56 an C.Et'O N I.4a'/: __�,5.. NM' f'3YN_ _ 200.00 -;�i G 00_ - NBB'/9'SD'W /a Eau as Avene//r- PORTAGE _- WAY `�--R - ro0..00 594.Z4 N B8' /9' 50 e/ \s -FO I'14•CONC. nom.,�COPPER APR (0-90) e 4. I 1 .1. ; ` MONUMENT. T/ON LEGEND NOTE: 'III, SCHEME (Na STALE) .• SET REBM "/ .a. 2O/v1Z/O CAP SEE SHEET Z OF2 FOR STORM DRAINAGE REQUIREMENTS. O•FNW L4.2Ub5 REtMTCAP ---a M I��" F/ELL, MEASUREMENTS MARE i t N V Q 3 L.`9 /°TOTAL 3TATd9N INFRARED ED NL F Z ) (;A7D 2,vn) US/NG FIELD TRAVERSE \O Q ANO RADIAL 3UR✓EY ATCTHOOS. H 34/,54:/,SEC7 — ,V ., CLOTURE MEETS OR EYCECOS t• S OPEN© ACCURACY STANDARD AS PER 4 RL. ✓�. 'A. 2 U \ 952-/90-090,PARAGRAPHS /(N i 2(y. ooao I ... e $ #ORTRae wAY sY.d' ea)M^�� Tl✓P29 N,AGE/E,5/2 'e ' • ,.�' NOTE _ _. NDD•I9'30'w G.OI 7/ EWOO ..TEE SHEET 2 of 2 AbR NOr/cc 3Z r.%PL.'.'TEL) TO POTENTIAL PURCHASERS. co ,_ ?.V SCALE/"'60' Yyyk [e n- 1 g^ wd ber tee N 5.CA U l`J' auditors certificate ,mDe, std surveyors certificate a� tiled for record,hl5—r_day of Attic ,192!, ai I HEREBY CERTIFY THAT THIS SNORT PLAT IS BASED UPON• 1. ^T�' as ovBEVANS wwASSOLMIES.n[ !!.1 m. in bOON�_of PION,at page/YO-/PER the SURVEY,THAT THE COURSES AND DISTANCES ARE SHOWN CON E• r" .e .'.4=7Z—VS, >..:: request Of P NASAN THEREON,AND THAT ALL REQUIRED STAKES AND MOMD .N Nown:NLP c—µ�/Mr PLACED ON THE GROUND. S. sheet/d Q I(ADC w:t Lf l •-, y._��i/ 12/27/ 990 L "4lly • R oate'i IS 26-90 Jefferson Coon y Auditor by ' . deputy DV 9/4.3 ° Map Output Page 1 of 1 ArcIMS HTML Viewer Map ... R e ,.. / i .:.,...:,.:....'•:2 .' I. '\. i i Legend / I Selected Features / JC_ aRods ... , / 4 / . / Parcels-H i il - / No Shooting Zones Chimacurn-Hadlock ,;. . . ( ir- n 0 rolnan ,;'' • 7 a rtnnan 0 lam,Paoli 1 ■•• . • El Ottoman Olympic Canal T racis / . . 1......074..www....rw.44r / 7 8n , Irian Cove / Ej C M1 Imacum Crept 7 Nu,Po al Pon Lud■ow i a I I ' h Cope fi O . Ell Paradma Elay I 1 Cts snacutn I'm/kick Y.:■!!4.1...Y.Y.:.! • ElTata Shwa ..... 2,1,:._,...I 0' 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 Nov 26 11:50:272014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=... 11/26/2014 1 II0 11 III III II II II II 53Z43646A Jefferson County Aud JUDI WITTMAYER EASE 43.00 NO REA • •� EXCISE T.• - •UIRED When recorded return to: JEFFERSON C• .TyTR2'-.•E- Richard L.Shaneyfek BY: .ritl a :+ Attorney at Law AC 1101 Cherry Street Port Townsend,WA 98368 DECLARATION OF EA ,■EN' O Grantor(s): FRED P.NASON,Personal Represen tiv- of the - :to of Dona 0. Nason Grantee(s):FRED P.NASON,Personal Represen ti - of the e of Dona O. Nason Description of Real Property Affected: Lots 1 and 2, Nason Short Plat PTN Gov't Lot 2,Section 7,Towns '• 'IN,Range 1E,WM Assessors Tax Parcel No(s).962-700-107 and •• I: 108 GRANTOR, FRED P. NASON, Person. • -five of the Estate of Dona O. Nason, Jefferson County Superior Court 0 ;`11 1•••• 1 anticipation of sale of Lot 2 permitted by Jefferson County upon approval • -n • -to disposal design, hereby grants,conveys, establishes and, creates an ea e placement, maintenance, construction, reconstruction, repair and upkeep of a • . • and reserve drain field and for septic tanks and sewer lines leading thereto, in. dig tting and removal of brush, trees and other obstructions which interfere wit t e us-- o said easement, together with the rights of ingress, egress, and regress, ov- u •.r, =loN)ard across the portions of Lot 1 of the Nason Short Plat per Volume 2 of S •• -ts, •age 1:1,situated in Government Lot 2, Section 7, Township 29 North, Range 1 ..s., 71 lla -tte •eridian, Jefferson County, Washington, said easement being more particula •• .,'•-• as •llows: Beginning at the o .. ..m- of said Lot 1; Thence North 88 • re: 19'51 t est along the south line thereof,a distance of 312.31 feet; Thence continuing :,••• s south line North 88 degreesl9'50"West a distance of 70.00 feet; Thence departingsaid so • ii,e North 01 degrees 40'10"East a distance of 80.00 feet; Thence South reee 19 0"East a distance of 70.00 feet; ...._ . 41Z111111P .. I1HI III I I1111I II NIIIII BIIII I l III IIU HI Ilil 5.243646P ERSE 43.00 Thence South 01 degrees 40'10"West a distance of 70.00 feet; Thence South 88 degrees 19'50" East a distance 317.70 feet to the east line of said Lot 1;Thence South 30 degrees 00'00"West a distance of 11.36 to the point of beginning. TOGETHER WITH an easement for the placement, maintenance, construction, reconstruction, repair and upkeep of a sewer line over under and across the South twenty feet of Lot 1 from its boundary with Lot 2 to the tanks and drainfields Said easements are appurtenant to and for the benefit of the named parties, the present owners,their heirs,future owners, successors,and assigns of Lot 2, Nason Short Plat. SAID EASEMENT SHALL BE CANCELED ONLY AT SUCH TIME AS THE JEFFERSON COUNTY HEALTH&HUMAN SERVICES WILL APPROVE CANCELLATION SAME. WITNESS THEREOF, the undersigned have hereunto set th-- h. n. eal this )'f- day of March,2008. GRANTOR: GRANTEE: O N61,601,CF P--- ,RED P. NASON FR D P. NASON 7 ACKNOWLEDG 6-1-i STATE OF WASHINGTON ) )ss. COUNTY OF JEFFERSON ) On this day personally appeared . . - me FRED P. NASON, to me known to be the individual described in and who executed •- within and foregoing instrument and acknowledged that he signed the same as his fr-- an. oluntary act and deed,for the uses and purposes therein mentioned. GIVEN under my hand and ofofficia -S 2' day of ,2008. O%N1tEE rP I,40 N Q :%1r ro F#o Cyr L ETA' UBLIC in and for the State of F. f.° NOTARY wE c r -+ gton. Residing at. Ns My .. mission expires: t s o �i�•..�2.y3 ee s• .� ii", stW S 4%1t 1161111111P 0 4C11111P - MI o 0/Clot.0•11 a U M x p o m Z N , U 3 3 Z �' $gg^ w W YY O I I I/ Ili N`3 `� m µ1 Q Z Wt O m Vl C L' �� a c s=Rs; $ Up EL �Z `.r W «5 V a a L c� n, 3 d y -, o -∎-• ` o °v v v y a7. s n co 1 . J c- A "%.._ I\ .- —6 . x W \\ W < J0 a -----g z t °xo o L.... �U w ^a cr c p . W go `° W 0 el filt L2 ` Z a .I... 3 v I mW O Z ��� J__ � J w Y Z /,� _ __ ~�. 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(�yn m A 0 O O O Z A 0 In 00 0 0 A N 0 o O 0 O O 0 0 A 0 0 A A S A x o M [w1 a S a 0 (0 co l0 a - 11 N D F R ,5' N N .f m F~ Pal ill 57 N a .. 2 0, 14 f0 .imm1= t'*M h Z m CA ° N� W SJ z F mmF O F - Q N .'1.S.:3 p J 0 O 3...wzo.1191 ru A r r 1sO� JEFFERSON COUNTY �2 DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street 1 Port Townsend,WA 98368 I Web: www.co.iefferson.wa.usicommunitydevelopment z- Tel: 360.379.4450 Fax: 360.379.4451 Email:dcd anco.iefferson.wa.us • • Is -co Building Permits&Inspections I Development Consistency Review I Long Range Planning I Watershed Stewardship Resource Center • October 11, 2013 Gretchen Kaehler State Archaeologist, Local Governments Department of Archaeology and Historic Preservation PO Box 48343 Olympia, WA 98504-8343 RE: MLA13-00050 Address: 181 Portage Way, Port Hadlock, WA Owners: Charles and Rosemary Law Parcel: 962700108 Dear Gretchen: Jefferson County has forwarded the attached application to you for review and comments because your agency is responsible for determining compliance with state and federal requirements or may otherwise be affected by the following proposal: NEW SINGLE-FAMILY RESIDENCE WITH DECK AND ATTACHED GARAGE Comments must be received within fourteen (14) calendar days or by October 25, 2013. 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,�� /l � a� Lamp, AICP g Associate Planner, DRD Lead CASES, FINDING, CONDITIONS, PERMISSIONS FOR Parcel 962700108 Printed: April 11, 2013 Cases Name Review Type Status Planner COM09-00116 LAW F Application Received: 6/22/2009 Permit Issued/Case closed: Case Finaled: 10/28/2010 No findings, conditions, or permissions found. COM09-00125 LAW P Application Received: 7/22/2009 Permit Issued/Case closed: Case Finaled: ALLEDGEDLY REMOVING BERM AND DEPOSITING IT ON WETLANDS, ALSO ALLEDGEDLY BUILD A SMALL SHED NOT SURE IF SHED MEETS BUILDING EXEMPTION CODE AND NOT SURE IF IT NEEDS SHORELINE EXEMPTION PERMIT No findings, conditions, or permissions found. ZON05-00059 MLA05-00737 NASON I A Z LAMP Application Received: 12/21/2005 Permit Issued/Case closed: 4/15/2008 Case Finaled: Site Plan Approval Advanced Determination for Single-Family Residential Development 1.) The application was reviewed by the Jefferson County Department of Community Development staff on January 30, 2006 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: Brant Wintering Areas, Dabbler Wintering Area, Coastal Salt Marshes Salt Meadows And Brackish Marshes, Oak Bay Shorebird Foraging, Seismic Hazard Area, Frequently Flooded Area, Susceptible Aquifer Recharge Area (SUSC), Coastal Seawater Intrusion Protection Zone (SIPZ). 2.) The following comments from the Jefferson County Department of Public Works were submitted on February 14, 2008. On February 15, 2008 the below comments were forwarded to Fred and Judy Nason (property owner), Rosemary and Charles Law(interested buyer), Nancy Woffenden and Tanya Royer(Real Estate Agents for these parties). COMMENTS: "The Public Works Department has reviewed the proposed residential development of Parcel #962700108 at 181 Portage Way under Jefferson County Site Plan Approval Advance Determination ZON05-00059. The Department has the following comments regarding the continued access to the site. Portage Way County Road provides access to the site and to Lower Oak Bay County Park The road segment adjacent to the site is subject to periodic damage when storm waves and high tides over-top the riprap bulkhead that protects the road and deposit gravel and drift wood. The road surface has been damaged by upward water pressure from high tides and storm surges. Currently, the Public Works Department removes debris from the roadway after storm events. However, the time it takes to accomplish this varies depending on the severity of the storm event, damage to other County Roads, and the availability of maintenance crews and equipment. Because of this situation, Lower Oak Bay County Park is closed to over-night use from October 31 to May 1. The structural integrity of the riprap protecting Portage Way has been compromised by storms in recent years. It is anticipated that this will continue in the future. The frequency and severity of this damage may be exacerbated by anticipated sea level rise. Due to financial constraints the Public Works Department does not plan to repair the bulkhead. Due to environmental constraints the Department may not be able to obtain the various local, State, and Federal permits required to repair the bulkhead in the future." 3.) Portions of the subject parcel are mapped in a frequently flooded area. The FEMA FIRM (Flood Insurance Rate Map) 530069 0190B dated July 19, 1982 indicates portions of the parcel are within flood Zone A. Zone A is defined as "Areas of 100-year flood; base flood elevations and flood hazard factors not determined." On October 30, 2007, staff mailed copies of the FEMA FIRM to Fred and Judy Nason (property owner), Rosemary and Charles Law(interested buyer), Nancy Woffenden and Tanya Royer(Real Estate Agents for these parties). \\tidemark\data\forms\R_MLT_Parcel_Cond.rpt 4/11/2013 Page 1 of 8 Cases Name Review Type Status Planner 4.) At the time of building permit application the applicant shall submit all necessary documents to meet the requirements fora Development Permit within a Frequently Flooded Area (JCC 15.15.070). Application for a development permit shall be made on forms furnished by the development review division of the Department of Community Development for Jefferson County and may include, but not be limited to, plans in duplicate drawn to scale showing the nature, location, dimensions, and elevations of the area in question; existing or proposed structures, fill, storage of materials, drainage facilities, and the location of the foregoing. Specifically, the following information is required: (i) Elevation in relation to mean sea level of the lowest floor(including basement) of all structures recorded on a current elevation certificate (FF 81-31)with Section B completed by the local official; (ii) Elevation in relation to mean sea level to which any structure has been floodproofed; (iii) Certification by a licensed land surveyor that the floodproofing methods for any nonresidential structure meet floodproofing criteria in JCC 15.15.080(2)(b); (iv) Description of the extent to which a watercourse will be altered or relocated as a result of proposed development. 5.) Flood hazard reduction measures are to be used as required by the Jefferson County Flood Damage Prevention Ordinance 07-0515-06 (Jefferson County Code Chapter 15.15). 6.) Construction Materials and Methods of Construction to Reduce Flood Hazard (i)All new construction and substantial improvements shall be constructed with materials and utility equipment resistant to flood damage. (ii)All new construction and substantial improvements shall be constructed using methods and practices that minimize flood damage. (iii) Electrical, heating, ventilation, plumbing, and air-conditioning equipment and other service facilities shall be designed and/or otherwise elevated or located so as to prevent water from entering or accumulating within the components during conditions of flooding. Locating such equipment below the base flood elevation may cause annual flood insurance premiums to be increased. 7.) New construction and substantial improvement of any residential structure shall have the lowest floor, including basement, elevated one foot or more above the base flood elevation (BFE). 8.) Fully enclosed areas below the lowest floor that are subject to flooding are prohibited unless designed to automatically equalize hydrostatic flood forces on exterior walls by allowing for the entry and exit of floodwater. Designs for meeting this requirement must either be certified by a registered professional engineer or architect or must meet or exceed the following criteria: a. A minimum of two openings having a total net area of not less than one square inch for every square foot of enclosed area subject to flooding shall be provided. b. The bottom of all openings shall be no higher than one foot above grade. c. Openings may be equipt with screens, louvers, or other coverings or devices provided that they permit the automatic entry and exit of floodwater. 9.) Prior to final building inspection, proponent shall provide the department with an original "finished" construction"flood elevation certificate that has been verified by a land surveyor, engineer, or architect authorized by law to certify elevation information in the state of Washington. The certificate shall certify the completed structure was constructed at least 1 ft. above base flood elevation. 10.) Utilities shall be designed as specified in 15.15.080(c)of Jefferson County Flood Damage Prevention Ordinance 07-0515-06 (Jefferson County Code Chapter 15.15)which states: (i)All new and replacement water supply systems shall be designed to minimize or eliminate infiltration of flood waters into the systems; (ii)Water wells shall be located on high ground that is not in the floodway; (iii) New and replacement sanitary sewage systems shall be designed to minimize or eliminate infiltration of flood waters into the systems and discharges from the systems into flood waters; (iv) Onsite waste disposal systems shall be located to avoid impairment to them or contamination from them during flooding. 11.) All new construction and substantial improvements shall be constructed with materials and utility equipment resistant to flood damage. All new construction and substantial improvements shall be constructed using methods and practices that minimize flood damage. Electrical, heating, ventilation, plumbing, and air-conditioning equipment and other service facilities shall be designed and/or otherwise elevated or located so as to prevent water from entering or accumulating within the components during conditions of flooding. Locating such equipment below the base flood elevation may cause annual flood insurance premiums to be increased. 12.) Where elevation data is not available either through the Flood Insurance Study, FIRM, or from another authoritative source (JCC 15.15.070(3)(b)), applications for building permits shall be reviewed to assure that proposed construction will be reasonably safe from flooding. The test of reasonableness is a local judgment and includes use of historical data, high water marks, photographs of past flooding, etc., where available. Failure to elevate at least two feet above the highest adjacent grade in these zones may result in higher insurance rates. 13.) This SPAAD is vested under the Shoreline Management Master Program adopted March 7, 1989. \\tidemark\data\forms\R_MLT_Parcel_Cond.rpt 4/11/2013 Page 2 of 8 Cases Name Review Type Status Planner 14.) The road approach is approved for its LOCATION ONLY as approved under ZON05-00059. This approval is valid for a period of 5 years from the date ZON05-00059 was approved. A ROAD APPROACH PERMIT HAS NOT BEEN ISSUED. Proponent shall contact the Public Works Department at 360-385-9160 prior to any land disturbing activity for installation of the road approach to obtain an approved permit. Once the permit is issued it will be valid for one (1) year. The Applicant shall adhere to any conditions as set forth in the approach permit. 15.) PRIOR TO FINAL INSPECTION OF ANY BUILDING PERMIT THE HABITAT MANAGEMENT AND BUFFER ENHANCEMENT PLAN SHALL BE FULLY IMPLEMENTED AND AN AS-BUILT DRAWING OF THE PLANTINGS AND BIRD BOX LOCATIONS PREPARED BYA QUALIFIED PROFESSIONAL SHALL BE SUBMITTED TO THE JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT. A COMPLETE HABITAT MANAGEMENT PLAN REPORT IS FILED IN MLA05-00737 AT THE JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT. 16.) THE PROJECT BIOLOGIST MUST FLAG OR STAKE THE 65-FOOT REDUCED WETLAND BUFFER AND A SILT FENCE SHALL BE INSTALLED ALONG THE OUTER EDGE OF THE BUFFER. 17.) PRIOR TO BEGINNING ANY GROUND-DISTURBING ACTIVITIES, JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT SHALL BE CONTACTED TO REVIEW THE LOCATION AND INSTALLATION OF THE SILT FENCE. CONTACT THE DEVELOPMENT REVIEW DIVISION AFTER THE SILT FENCE HAS BEEN INSTALLED AT 360-379-4450 TO SCHEDULE THE VERIFICATION. 18.) BIRD BOXES INSTALLED IN THE REDUCED WETLAND BUFFER SHALL BE CONSTRUCTED AS SPECIFIED IN APPENDIX F OF THE REVISED REPORT RECEIVED MARCH 21, 2008. INSTALLATION OF ANY BIRD BOXES THAT DEVIATE FROM THOSE SPECIFICATIONS AND HAVE THE POTENTIAL TO BE USED BY NON-NATIVE BIRDS ARE PROHIBITED IN THE REDUCED BUFFER. 19.) A Habitat Management and Buffer Enhancement Plan prepared by GeoEngineers dated March 21, 2008 was submitted on April 3, 2008 to address the Category I wetland, wetland buffer reduction and proposed single-family residential development. A complete report is filed in MLA05-00737 at the Jefferson County Department of Community Development. 20.) 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. 21.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 22.) Critical Aquifer Recharge Areas are defined as Seawater Intrusion Areas, and Special Aquifer Recharge Protection Areas and the following land uses located within Susceptible Aquifer Recharge Areas (1)All Industrial Land Uses (2) All Commercial Uses (3)All Rural Residential Land Uses requiring a Discretionary Use or Conditional Use Permit(4) All Rural Residential Land Uses with nonconforming uses that would otherwise require a Discretionary Use or Conditional Use Permit (5) Unsewered Planned Rural Residential Developments (6) Unsewered residential development with gross densities greater than one unit per acre. All of the above listed uses shall be subject to the applicable requirements and standards of the Jefferson County Unified Development Code. 23.) Geologically HazardousAreas 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. 24.) After reviewing Jefferson County GIS mapping and conducting an investigative site inspection staff determined the mapped Type 3 Stream is not located on the subject parcel. 25.) Among the native conifer species which may be used in buffers or for re-vegetation include, but are not limited to: Grand Fir(Aibes grandis), Sitka Spruce (Picea sitchensis), Shore Pine (Pinus contorts), Douglas Fir(Pseudotsuga menziesii), Western Red Cedar(Thuja plicata), and Western Hemlock (Tsuga heterophylla). Among native tree species which may be used includes: Vine Maple (Acer circinatum), Big-Leaf Maple (Acer macrophyllum), Red Alder(Alnus rubra), Pacific Madrone (Arbutus menziesii), Quaking Aspen (Populus tremula), Black Cottonwood (Populus trichocarpa), Bitter Cherry (Prunus emarginata), Oregon White Oak (Quercus garryana), Cascara (Rhamnus purshiana), Pacific Willow (Salix lasiandra), and Scouler's Willow (Salix scouleriana). Among the native shrub species which may be used are: Sevice-Berry (Amalanchier alnifolia), Red Osier Dogwood (Cornus stolonifera) Salal (Gaultheria shallon), Ocean Spray (Holodiscus discolor), Indian Plum (Oemlaria cerasiformis), Pacific Ninebark (Physocarpus capitus), Red Flowering Currant(Ribes sanguineum), Wild Rose (Rosa nutkana), Swamp Rose (Rosa pisocarpa), Willows (Salix ssp.), Red Elderberry (Sambucus racemosa), Snowberry (Svmphoricarpos albus), Evergreen Huckleberry(Vaccinium ovatum), Red Huckleberry (Vaccinium parvifolium). \\tidemark\data\forms\R MLT Parcel_Cond.rpt 4/11/2013 Page 3 of 8 Cases Name Review Type Status Planner 26.) Marine shorelines and islands are susceptible to a condition that is known as seawater intrusion. Seawater intrusion is a condition in which the saltwater/freshwater interface in an aquifer moves inland so that wells drilled on upland areas cannot obtain freshwater suitable for public consumption without significant additional treatment and cost. Maintaining a stable balance in the saltwater/freshwater interface is primarily a function of the rate of aquifer recharge (primarily through rainfall) and the rate of groundwater withdrawals(primarily through wells). The Washington Department of Ecology is the agency with statutory authority to regulate groundwater withdrawal for individual wells in Jefferson County. New development, redevelopment, and land use activities on islands and in close proximity to marine shorelines in particular should be developed in such a manner to maximize aquifer recharge and maintain the saltwater/freshwater balance to the maximum extent possible by infiltrating stormwater runoff so that it recharges the aquifer. 27.) The parcel is located within a coastal SIPZ (seawater intrusion protection zone) according to the County GIS map. There are voluntary and mandatory measures identified in the Jefferson County Seawater Intrusion Policy(Resolution 44-22, effective September 23, 2002) that apply to well drilling proposals and building permit applications on existing lots of record. A Coastal SIPZ is defined as: all islands and area within one-quarter mile of marine shoreline, but no history of chloride concentration above 100 mg/L in groundwater sources within 1000 feet. 28.) 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. 29.) 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. 30.) 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. 31.) Cr tical Aquifer Recharge Areas may require special protection measures to mitigate water quality degradation. The suomitted 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. 32.) 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). 33.) The revised site plan as submitted on March 4, 2008 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 April 14, 2008 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 34.) This approval is for a Site Plan Approval Advanced Determination for 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. 35.) The parcel has been designated as Rural Residential 1:5 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 36.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 1\tidemark\data\forms\R_MLT_Parcel_Cond.rpt 4/11/2013 Page 4 of 8 Cases Name Review Type Status Planner 37.) 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 autormobile 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 requriements of JCC 18.20.100, Automobile wrecking yards and junk(or salvage)yards. In no case, shall any such junk motor vehicles be stred in a critical area. 38.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 39.) The proposal was reviewed against the site plan determination criteria of the Jefferson County Code Chapter 18.40 Article VII. (Site Plan Approval Advance Determinations). The criteria for approval are 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: (a)The Jefferson County Comprehensive Plan; and (b)The provisions of this code, including any incorporated standards. Staff comment: The application was reviewed for consistency under the provisions of the Unified Development Code and Comprehensive Plan. 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, sewage disposal, fire flow and other improvements. Staff comment: The parcel totals approximately .84 acre in size and the revised site plan as submitted on March 4, 2008 and stamped approved on April 14, 2008 complies with JCC 18.30.050, Table 6-1: Density, Dimension and Open Space Standards. Jefferson County Department of Environmental Health commented on the application March 25, 2008 by stating "will sign off on the SPAAD based on the site plan recvd March 4th 2008 . . . and receipt of the recorded easement." The applicant has applied fora septic permit (SEP06-00180). PUD#1 (Quimper Water System—State ID Number 05783U) is proposed to provide potable water to this location. The applicant shall provide proof of potable water at the time of building permit application. This application does not vest the parcel for potable water. Access to this parcel is provided by Portage Way(C575609). The Public Works Public Works added the following condition to the SPAAD, "The road approach is approved for its LOCATION ONLY as approved under ZON05-00059. This approval is valid for a period of 5 years from the date ZON05-00059 was approved. A ROAD APPROACH PERMIT HAS NOT BEEN ISSUED. Proponent shall contact the Public Works Department at 360-385-9160 prior to any land disturbing activity for installation of the road approach to obtain an approved permit Once the permit is issued it will be valid for one (1)year. The Applicant shall adhere to any conditions as set forth in the approach permit." An address of 181 Portage Way, Port Hadlock, WA has been assigned to the parcel. The approved site plan has not been reviewed for stormwater requirements. Sections 18.30.060 and 18.30.070 of the Jefferson County Code requires the project applicant prepare a stormwater plan in compliance with the Department of Ecology Stormwater Management Manual for Western Washington to control stormwater, erosion and sediment during construction, to address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. A stormwater plan shall be submitted at the time of a building permit application. The SPAAD was not reviewed for fire flow. However, the parcel is located within a state approved water system. Jefferson County has no specific adopted fire flow requirements for utilization in permitting. Application of Coordinated Water System Plan (CWSP)fire flow requirements for individual projects is inappropriate since the primary purpose is for water system design to assure adequate pipe size, source, and storage. 3. The probable significant adverse environmental impacts of the proposed site plan, together with any practical means of mitigating adverse impacts, have been considered such that the proposal will not have an unacceptable adverse effect upon the quality of the environment, in accordance with the State Environmental Policy Act \\tidemark\data\fomis\R_MLT_Parcel_Cond.rpt 4/11/2013 Page 5 of 8 Cases Name Review Type Status Planner 40.) Duration of Approval- Several of the included findings shall become conditions upon the submittal of a building and septic permit. The duration of approval of the Site Plan shall be effective for five (5)years from the date of original approval by the Administrator. If a building permit has not been issued within the five (5)year period, the Site Plan Approval Advance Determination (SPAAD)cannot be revived or extended except by new application that must meet all the existing criteria and conditions listed in this Section. Knowledge of the expiration date shall be the responsibility of the applicant. The county will not provide notification prior to expiration. Limitations of Approval-Approval of the site plan shall not guarantee the performance of specific site features or improvements (e.g. wells, septic systems, stormwater drainage facilities, etc.) and shall not be immune from changes in state or federal law which are enacted or have an effective date after the date of the Site Plan Approval Advance Determination (SPAAD) and which may affect the performance and implementation of the site plan and associated use or activity. Any subsequent land division or boundary line adjustment of a parcel or lot which has received site plan approval advance determination under this Article VII, JCC 18.40 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 commence 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 theAdministrator subject to the provisions for Type I decisions. (Please request a copy of Article VII, JCC 18.40 of the UDC for criteria pertaining to modifications). 41.) The applicant shall apply for a Shoreline Exemption at the time of a building permit application. BLD13-00083 MLA13-00050 LAW I P Application Received: 3/14/2013 Permit Issued/Case closed: Case Finaled: NEW SINGLE-FAMILY RESIDENCE WITH DECK AND ATTACHED GARAGE No findings, conditions, or permissions found. PRJ13-00188 MLA13-00050 LAW P Application Received: 3/14/2013 Permit Issued/Case closed: Case Finaled: NEW SINGLE-FAMILY RESIDENCE WITH DECK AND ATTACHED GARAGE No findings, conditions, or permissions found. SDP13-00015 MLA13-00050 LAW I P Application Received: 3/14/2013 Permit Issued/Case closed: Case Finaled: SHORELINE FERMI FEXEMP I IUN FOR A NEW SINGLE-FAMILY RESIDENCE WITH DECK AND ATTACHED GARAGE No findings, conditions, or permissions found. OTH06-00023 NASON P Application Received: 12/29/2006 Permit Issued/Case closed: Case Finaled: filed to SEP08-16 and SEP0b-18U. No findings, conditions, or permissions found. PRE05-00049 BLOWERS M Z Application Received: 11/14/2005 Permit Issued/Case closed: 11/29/2005 Case Finaled: NISWONGER SPAAD No findings, conditions, or permissions found. RAP05-00313 NASON I Application Received: 12/21/2005 Permit Issued/Case closed: 4/21/2008 Case Finaled: RD APP&911 -Portage Way 1.) The applicant may install a private road approach to 181 Portage Way at mile post 0.18 left. 2.) The applicant must place a minimum of 2 inches of crushed surfacing to the right-of-way line. 3.) The grade of the approach shall be such that all surface water is directed away from the county road. 4.) Surface water drainage from site shall not be directed toward right-of-way. 5.) Septic line shall not be placed in the right-of-way. 6.) The Applicant must contact the Public Works Department for a final inspection. 7.) The road approach is approved for its LOCATION ONLY as approved under ZON05-00059. This approval is valid for a period of 5 years from the date ZON05-00059 was approved. A ROAD APPROACH PERMIT HAS NOT BEEN ISSUED. Proponent shall contact the Public Works Department at 360-385-9160 prior to any land disturbing activity for installation of the road approach to obtain an approved permit. Once the permit is issued it will be valid for one (1) year. The Applicant shall adhere to any conditions as set forth in the approach permit. PRJ12-00025 LAW F Application Received: 2/20/2012 Permit Issued/Case closed: Case Finaled: lot 2. OTH06-23 and SEI-'94-1 b3 filed here. Easement to serve lot 2 is on lot 1 of Nason Short plat. No findings, conditions, or permissions found. \'tidemark\data\forms\R_MLT_Parcel_Cond.rpt 4/11/2013 Page 6 of 8 Cases Name Review Type Status Planner SEP06-00180 LAW F Application Received: 6/8/2006 Permit Issued/Case closed: 5/12/2008 Case Fineled: 4/13/2011 lot 2. OTH06-23 and SEP94-1b3 filed here. Easement for OSS on lot 1 of Nason SP 1.) Approval/issuance of a sewage disposal permit does not guarantee the approval of other development or a building permit on this site. Compliance with other Jefferson County and Washington State Codes is required. 2.) H - Recorded easement required for primary and/or reserve drainfields. Easement recorded 3/25/08, #532436 with the Jefferson County Auditors office. 3.) H - AS PER WAC 246-272AAND JEFFERSON COUNTY CODE 8.15 ALL SYSTEMS REQUIRE MONITORING. THIS SEWAGE DISPOSAL SYSTEM WILL REQUIRE AN ACTIVE MONITORING AGREEMENT RECORDED TO THE PROPERTY TITLE PRIOR TO FINAL APPROVAL OF THE SEWAGE DISPOSAL SYSTEM. 4.) As per Jefferson County Code 8.15 all onsite sewage systems require monitoring. Monitoring shall be provided by an approved entity. THIS SYSTEM IS REQUIRED TO BE INSPECTED PER JEFFERSON COUNTY CODE 8.15 AS ADOPTED OR AMENDED. 5.) Health Dept. required to observe pressure test with system designer when system fully installed/complete, 48 hours notice to be provided for scheduling. 6.) Designer must be contacted prior to start of construction and for inspections during installation. DESIGNER IS REQUIRED TO DO A PRECOVER INSPECTION ON ALL TYPES OF SYSTEMS. 7.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health ONE WORKING DAY prior to start. 8.) H - Permanent barriers are required along/around primary and reserve drainfield areas and 30' downgradient to protect from parking, driving, and other land disturbing activities prior to final. 9.) H -An asbuilt drawing and certification of completion by the designer is required prior to final approval. 10.) Before final approval is given, the designer shall provide an operations and maintenance manual to the property owner and the Health Department. The manual must instruct the owner of the on site sewage system on the ways to properly operate and maintain all components of the system. 11.) Setbacks to all wells- 100' required from drainfield and reserve areas. 50' required from tanks and effluent transport lines. 12.) 10' separation required between a Water line and all portions of the onsite sewage system; effluent transport line, tanks, treatment and disposal components EXCEPT as specifically identified on the approved design. 13.) Setback to surface waters- 100' required from drainfield and reserve areas. 50' required from tanks. 14.) Dry season installation required. 15.) A 30' setback shall be maintained from the disposal component and reserve area to any downslope footing, curtain or interceptor drain or drainage ditch. 16.) All components of the septic system are to be completely protected from vehicular traffic or mechanical disturbance. 17.) Contact designer prior to installation for staking of drainfield area. 18.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 19.) Any portion of transport line under a driven way is to be sleeved/cased or equivalent. 20.) Septic tank and pump chamber to be water tight. Extra protection (i.e. Bentonite) to be used around inlet, outlet, and risers due to high water table. 21.) A screen shall be provided either at the outlet of the septic tank or around the pump or at both locations. A pump shroud is required if only an outlet baffle filter is used. 22.) Dose counter and elapsed time meter are required in the control panel for all system components. 23.) Risers are required to grade with secured lids over both compartments and over the outlet of the septic tank for inspection and maintenance/monitoring. Minimum 20" riser over inlet. 24.) Approval of this sewage disposal permit does not preclude the permit holder from complying with the Unified Development Code for other/future development on the site. 25.) Compliance with the conditions of the Site Plan Approval Advance Determination is required. 26.) This system as designed and approved is sized for only one single family residence. It is not sized for an Accessory Dwelling Unit(ADU). The minimum daily design flow per residence is 240 GPD. 27.) 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. 28.) The application was reviewed by the Jefferson County 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: Flood hazard, seismic hazard, Fish and wildlife habitat, wetland. 29.) Portions of the subject parcel where the septic tanks and transport lines are located are mapped within Flood Zone A (FEMA FIRM 530069 0190 B). Per the septic design, the septic tanks and transport lines are outside of the 100-yr. flood boundary. IF THE SEPTIC TANKS ARE RELOCATED, THE PROPERTY OWNER SHALL CONTACT THE JEFFERSON COUNTY DEPT. OF COMMUNITY DEVELOPMENT (PHONE 360-379-4450)AND JEFFERSON COUNTY DEPT. OF PUBLIC HEALTH (PHONE 360-385-9444) TO DETERMINE IF THE NEW LOCATION IS WITHIN THE FLOOD BOUNDARY. IF THE COMPONENTS ARE MOVED TO WITHIN THE MAPPED FLOOD BOUNDARY, THE PROJECT SHALL COMPLY WITH ALL REQUIREMENTS FOUND IN CHAPTER 15.15 JCC (FLOOD DAMAGE PREVENTION). \\tidemark\data\forms\R_MLT_Parcel_Cond.rpt 4/11/2013 Page 7 of 8 Case.. - Name Review Type Status Planner SOM06-00180 LAW FIN Application Received: 2/20/2012 Permit Issued/Case closed: Case Fineled: drainfield on parcel to the west, 962700107, pods nearest Portage Way No findings, conditions, or permissions found. SEP94-00153 NASON C Application Received: 4/27/1994 Permit Issued/Case closed: 5/24/1994 Case Finaled: septic system to serve this lot is located on lot 1 of short plat, #962/0010/ 1.) AS PER WAC 246-272 ALL ALTERNATIVE SYSTEMS REQUIRE MONITORING. THIS MONITORING IS PROVIDED BY AGREEMENT BETWEEN THE JEFFERSON COUNTY ENVIRONMENTAL HEALTH DIVISION AND THE JEFFERSON COUNTY PUBLIC UTILITY DISTRICT#1. THIS SEWAGE DISPOSAL SYSTEM WILL REQUIRE AN ACTIVE MONITORING CONTRACT WITH THE PUD#1 PRIOR TO FINAL APPROVAL OF THE SEWAGE DISPOSAL SYSTEM. 2.) Health Dept. required to observe pressure test, 48 hour notice to be given. 3.) Curtain Drain required a minimum of 10' upgradient of primary and reserve drainfields. 4.) 30 ft. setback downslope of mound area to be maintained to protect infiltrative surface. 5.) Dry season installation required. 6.) Low use water fixtures required, 1.6 gal. flush toilets and 2.5 gpm shower heads. 7.) All components of the septic system are to be completely protected from vehicular traffic or mechanical disturbance. Protective barriers are required around drainfield. 8.) Drainlines are to be installed along the natural contours. 9.) Dose counters are required in the control panel for all drainfield components. 10.) Divert all sources of drainage away from septic tank and drainfield area. 11.) Any portion of transport line under a driven way is to be double cased or equivalent 12.) Asphaultic emulsion or equivalent required on septic tank and/or pump chamber. 13.) Approval/issuance of a sewage disposal permit does not guarantee the approval of a building permit on this site. 11tidemark1data\forms\R_MLT_Parcel_Cond.rpt 4/11/2013 Page 8 of 8 D -I )C X -b 01 CO -I -b x -1 -1 co 0) -- -- 0) -D cn 0) x n n r+ X 0) o -5 -o 0) o - a -5 z C) 0) < O_ CD 01 O CD 3 r CC -- CD CC CD CD D CD r+ O CD - 7 7C X T E Z -- CD x O 7 SL CC O - N CD n - T 0- O O CO -• o o N o - r CD Cl) D O] X N x O O O CO O C CO O OD O r+ - CO r m CO 70 n n • r+ D r z O C N O = O -0 C X O D CD IT o OD a 3 CO CO -I CO 0 70 m xi -o co 0 P-1 n 3 r r co -1 n N z n = H D D m m x = n m n -I co xi co -I a CO D 3 -< -< m n3 = N I- 0 MI -I r o CO = r D D ill 70 N -v O) M o D r O X CO -I - 73 - D E D O D O O CD X DO CO = -0 - -0 M O m I- r N m 7 CO z CO m D C] a m o Cl) -I - -I RD O N -< X o X -. -• CO CO H 3 7 I U) z CO D O_ U1 o 0 n r Ci) CO o o CD o CO a -1 E c 7 n m co o_ z) CD o c CL CO CD CD co OD 0 o II n o CO o z H O CS�I ` H 7••• m H C1 O m H n 7 n 3 O.n J v O N O C- T1 z N T1 O O C O H CO XI DEVELOPMENT REVIEW TIME SHEET CHARLES R LAW MLA13-00050 Date Time Comments t l - 13 30 arv,„r. ` eC) min im So rr't n prr 11 1) IS rnfr. Mr1, c2na u S� ar. 4 6, 2 G 12/Il 11 lit 'Its II 4■112MIHRU: 11'4 -7 SO _MIUMNMPlei,4111.111EIMI f o //•1 r. 7, ■,3 p -- cJQ c utSQ LLB c I -Fs • -Myti,�_ \\tidemark\data\forms\R_MLT_Case_CRMLA rpt April 11,2013 UDC CONSISTENCY REVIEW Project Planner: Master#MLA13-00050 Review Type Project Description J],)VIRIa(-L-Sk-giC BLD13-00083 I NEW SINGLE-FAMILY RESIDENCE WITH DECK AND 1' ATTACHED GARAGE FLOOD DEVELOPMENT PERMIT ***REVISION RECEIVED 11/3/14 SRE**** PRJ13-00188 NEW SINGLE-FAMILY RESIDENCE WITH DECK AND ATTACHED GARAGE SDP13-00015 I SHORELINE PERMIT EXEMPTION FORANEW SINGLE-FAMILY RESIDENCE WITH DECK AND ATTACHED GARAGE Primary. CHARLES R LAW Site Address: ROSEMARY LAW 181 PORTAGE WAY 820 CADY RD CONDO B306 PORT HADLOCK WA, 98339 EVERETT WA 98203-5079 Project Location: Parcel Number 962 700 108,Nason Short Plat.83 Ac,Lot 2, Section 7, Township 29, Range 01 East, WM, Located on Portage Way,Port Hadlock, WA 98339 Parcel Number: 962700108 S-T-R: 7-29N-1E Total Acreage 2 Legal Description NASON SHORT PLAT .83AC LOT 2 Land Use: 9800 Flood District: Fire District: 1 Planning Area: 4 Flood Map(FIRM) Panel No: chool D 49 Zoning: ' A . S COMP PLAN DESIGNATION: Q--f2_k: S 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 theAssessor's 1/4 map) [ ] Legal Access to Property CO NO [ ] Parcel Tags or Scanned Documents @S') NO [ ] ESA's: Special Reports arby YES NO [ ] Designated Ag YES 0 [ ] Shoreline Designation: YES NO [ ] Shoreline Sloe Stability: lap NO S..I: ,(,C Stream Tys. O FWHCA: au, NO pT Wetlands: ktio NO „ Rare Plants. 0-) l Seismic: NO , ES G, bO Landslide: YES `J Flood: jn n-A p j.e-+r ~f- rP�a .i -c� Erosion: YES 6 Aquifer Recharge -. •CO NO S( JS C_ SIPZ: none At Ris High Risk Coasts) CMZ: none High Risk Mod- •to RiskDis um cted CMZ Stormwate ' - plan submitted: CIL o [ ] Forest Lands: YES Adjoining Forest Lands: 10 C7 Commercial/ Rural/ Inholding [ ] Mineral Lands: YES MO [ ] Agricultural Lan s: YES 0 [ ] Archaeolog • YES NO [ ] No Shooting Zone: 410 NO ,m q Cu yil l t. f e . [ ] Stormwater: New Impervious Surface I1 I4bsoiriLand Disturbing Activity I go O,,1' -1- ESA's Stormwater Req's:Min Req#2 Min Req#1 thru#5 Min Req#1 thru#10 Engineering [ ] Notice Provisions/Disclosure:�A.Hort YES tw`) MRL YEs tvo. Forest Lands YES ro� [ ] Landscaping Required: Yes !+[�� [ ] Parking Spaces Re. ed NO 41D Other f 1 Building Height: 4110 UBC Standard [. ] Impervious Surface coverage percentage: :Yo 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: M/k [ ] Road Classification: wY�4"-1 Road Approach: EXISTING NOT REQ'D RAP [ ] SEPA Required: YES EXEMPT [ ] Flood Certificate: Ltft,p, [ ] Existing Case(s) &Condition(s): ,L .e2 ,112 Q s-Tu.) Violations: Yes No �l [ ] Recorded Date of Subdivision:Act-I [ $I Jet tAFN -3 39 37 )— Over 5yrs=UDC Plat Conditions: L — .S4tsr r u t r <5yrs=Plat Conditions on plat or Old Ordinance [ ] Lots/Require Declaration of Restrictive Covenant YES submitted: YES NO [ ] UGA No Protest Agreement YES (N-Z9 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 962700108 1.) Habitat Management ZON05-00059 See Laserfiche or MLA05-00737 for full 5/1/08 Plan report. Parcel tags found for parcel 962700108 2.) Archeological Per email from DAHP on May 23, 2011 -Archaeological 5/23/11 Protocol survey required prior to issuance of a permit. Parcel tags found for parcel 962700108 3.) WSRC Coaching - 2013-02-12 flood cert, design criteria 5/2/13 Other Parcel tags found for parcel 962700108 4.) WSRC Coaching - 2012-03-06, CZ 8/29/13 Other Parcel tags found for parcel 962700108 5.) Habitat Management ZON05-00059 See Laserfiche or MLA05-00737 for full 5/1/08 Plan report. Parcel tags found for parcel 962700108 6.) Archeological Per email from DAHP on May 23, 2011 -Archaeological 5/23/11 Protocol survey required prior to issuance of a permit. Parcel tags found for parcel 962700108 7.) WSRC Coaching - 2013-02-12 flood cert, design criteria 5/2/13 Other Parcel tags found for parcel 962700108 8.) WSRC Coaching - 2012-03-06, CZ 8/29/13 Other Parcel tags found for parcel 962700108 9.) Habitat Management ZON05-00059 See Laserfiche or MLA05-00737 for full 5/1/08 Plan report. Parcel tags found for parcel 962700108 10.) Archeological Per email from DAHP on May 23, 2011 -Archaeological 5/23/11 Protocol survey required prior to issuance of a permit. Parcel tags found for parcel 962700108 11.) WSRC Coaching - 2013-02-12 flood cert, design criteria 5/2/13 Other Parcel tags found for parcel 962700108 12.) WSRC Coaching - 2012-03-06, CZ 8/29/13 Other 4- Q Q +-6 ovpinArp:tekc_, ovy,J uf=ca 4/44-efirtiL6) "&e- Associated CASES status issued finaled description 962700108 COM09-00116 F 10/28/2010 COM09-00125 P ALLEDGEDLY REMOVING BERM AND DEPOSITING IT ON WETLANDS,ALSO ALLEDGEDLY BUILD A SMALL SHED NOT SURE IF SHED MEETS BUILDING EXEMPTION CODE AND NOT SURE IF IT NEEDS SHORELINE EXEMPTION PERMIT MLA05-00737 ZON05-00059 A 4/15/2008 Site Plan Approval Advanced Determination for Single-Family Residential Development MLA13-00050 BLD13-00083 P NEW SINGLE-FAMILY RESIDENCE WITH DECK AND ATTACHED GARAGE FLOOD DEVELOPMENT PERMIT ***REVISION RECEIVED 11/3/14 SRE**** PRJ13-00188 P NEW SINGLE-FAMILY RESIDENCE WITH DECK AND ATTACHED GARAGE SDP13-00015 P SHORELINE PERMIT EXEMPTION FORANEW SINGLE-FAMILY RESIDENCE WITH DECK AND ATTACHED GARAGE PRE05-00049 M 11/29/2005 SPAAD RAP05-00313 I 4/21/2008 RD APP&911 -Portage Way PRJ 12-00025 F lot 2. OTH06-23 and SEP94-153 filed here.Easement to serve lot 2 is on lot 1 of Nason Short plat SOM06-00180 FIN drainfield on parcel to the west,962700107,pods nearest Portage Way SEP94-00153 C 5/24/1994 septic system to serve this lot is located on lot 1 of short plat, #962700107 M UDC CONSISTENCY REVIEW 7 • Project Planner: Master#M LA13-00050 Review Type Project Description BLD13-00083 I NEW SINGLE-FAMILY RESIDENCE WITH DECK AND I 13 ATTACHED GARAGE n ill° l PRJ 13-00188 NEW SINGLE-FAMILY RESIDENCE WITH DECK AND "V ATTACHED GARAGE SDP13-00015 I SHORELINE PERMIT EXEMPTION FOR A NEW SINGLE-FAMILY RESIDENCE WITH DECK AND ATTACHED GARAGE Primary: CHARLES R LAW Site Address: ROSEMARY LAW 181 PORTAGE WAY 820 CADY RD CONDO B306 PORT HADLOCK WA, 98339 EVERETT WA 98203-5079 Project Location: Parcel Number 962 700 108,Nason Short Plat .83 Ac, Lot 2, Section 7, Township 29, Range 01 East, WM, Located on Portage Way, Port Hadlock, WA 98339 Parcel Number: 962700108 S-T-R: 7-29N-01E Total Acreage 2 Legal Description NASON SHORT PLAT .83AC LOT 2 Land Use: 9800 Flood District: Fire District: 1 Planning Area: 4 Flood Map(FIRM)Panel No: chool D 49 Zoning: COMP PLAN DESIGNATION: COMMUNITY PLAN: UGA: UGA Trans [ ] Plot plan states "property line" [ ] 4 ssessor's Map(Property lines on submitted plot plan must match the property lines as identified on th ssessor's 1/4 map) [ ] Le:-1 Access to Property YES NO [ ] Parce •gs or Scanned Documents YES NO [ ] ESA's: S. •:1 Reports Nearby YES NO 7 7 [ ] Designated Ag - NO /[ ) [ ] Shoreline Designation: • _ NO O I [ ] Shoreline Slope Stability: YES NO i1 Stream Type:YES NO V Fish & Wildlife:YES NO Wetlands: YES NO 9 'c(J1' \si\ Rare Plants:YES NO Seismic: YES NO Landslide: YES NO /' � Flood: YES NO C.7 '1 Erosion: YES NO Aquifer Recharge Area:Y s NO SIPZ: none Ri High Risk Coastal CMZ: none Moderate RiskDisconnected CMZ Stormwater ' e 1 s mitted: YesNo [ ] Forest Land YES 0 Adjoining Forest)nds: Commercial/ Rural/ I 'olding [ ] Mineral Lands: YES NO [ ] Agricultural Lands: YES NO [ ] Archaeology: 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 962700108 1.) Habitat Management ZON05-00059 See Laserfiche or MLA05-00737 for full 5/1/08 Plan report. Parcel tags found for parcel 962700108 2.) Archeological Per email from DAHP on May 23, 2011 -Archaeological 5/23/11 Protocol survey required prior to issuance of a permit. Parcel tags found for parcel 962700108 3.) Habitat Management ZON05-00059 See Laserfiche or MLA05-00737 for full 5/1/08 Plan report. Parcel tags found for parcel 962700108 4.) Archeological Per email from DAHP on May 23, 2011 -Archaeological 5/23/11 Protocol survey required prior to issuance of a permit. Parcel tags found for parcel 962700108 5.) Habitat Management ZON05-00059 See Laserfiche or MLA05-00737 for full 5/1/08 Plan report. Parcel tags found for parcel 962700108 6.) Archeological Per email from DAHP on May 23, 2011 -Archaeological 5/23/11 Protocol survey required prior to issuance of a permit. Associated CASES status issued finaled description 962700108 COM09-00116 F 10/28/2010 COM09-00125 P ALLEDGEDLY REMOVING BERM AND DEPOSITING IT ON WETLANDS, ALSO ALLEDGEDLY BUILD A SMALL SHED NOT SURE IF SHED MEETS BUILDING EXEMPTION CODE AND NOT SURE IF IT NEEDS SHORELINE EXEMPTION PERMIT MLA05-00737 ZON05-00059 A 4/15/2008 Site Plan Approval Advanced Determination for Single-Family Residential Development MLA 13-00050 BLD13-00083 P NEW SINGLE-FAMILY RESIDENCE WITH DECK AND ATTACHED GARAGE PRJ 13-00188 P NEW SINGLE-FAMILY RESIDENCE WITH DECK AND ATTACHED GARAGE SDP13-00015 P SHORELINE PERMIT EXEMPTION FORA NEW SINGLE-FAMILY RESIDENCE WITH DECK AND ATTACHED GARAGE PRE05-00049 M 11/29/2005 SPAAD RAP05-00313 I 4/21/2008 RD APP&911 -Portage Way PRJ12-00025 F lot 2. OTFI06-23 and SEP94-153 filed here. Easement to serve lot 2 is on lot 1 of Nason Short plat. SOM06-00180 FIN drainfield on parcel to the west, 962700107,pods nearest Portage Way SEP94-00153 C 5/24/1994 septic system to serve this lot is located on lot 1 of short plat, #962700107