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HomeMy WebLinkAboutBLD2003-00514 UILDING PERMIT APPLICAION MRLA03 0eview 0p467 e: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD03-00514 Received Date: 8/14/2003 SITE ADDRESS: 306365 HWY 101 BRINNON, 98320 OWNER: KEITH BERRY PHONE: (360) 791-4038 TAMMY BERRY PO BOX 410 BRINNON WA 98320 SUBDIVISION: Block: Lot: T 26 PARCEL NUMBER: 602353023 Section: 35 Township: 26 N Range: 02 W CONTRACTOR: GERALD HALSEN CONSTRUCTION PHONE: (360)796-3045 PO BOX 398 BRINNON WA 98320 Contractor's License GERALHCO27MW Expires 7/15/2004 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOr SINGLE FAMILY RESIDENCE WITH ATTACHED GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,935 VALUATION 265,000.00 ADD'L: 312 HEAT TYPE: PRO CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 3N SHORELINE: GARAGE: 720 CONST TYPE: SETBACK: DECK: 511 BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: PWELL PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 2 Prop: 2 Seismic Streams Total: 2 Total: 2 Flood Way Floodplain Routing Date: F&W Landslide Q/ G //t/ t9°3 Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: A ' ROVED Permit $1,917.75 MJA 08/14/03 58284 Plan Check $1,246.54 MJA 08/14/03 58284 OCT 2 4 2003 State Building Code $4.50 MJA 08/14/03 58284 Potable Water Application $51.00 MJA 08/14/03 58284 Jeff.,rt•n r !mt,' fri,, i g. Total: $3,219.79 III Jefferson Comitilipartiimut of Conemetty eevsIopt �g ON ��e... 621 Shrift Street Port row d WA [ 378-4450 w ` ��a 0 ry: perm? AppIcpj © 4.�S 0 A . � r� FERSON COUN; D` '� Project Description: Building�,/ Type: Project Type: Frame Type: 4ingle Family VNew le-Wood Y. Garage Attached/Detached ❑ Addition ❑ Steel ❑ Modular ❑ Alteration/Remodel ❑ Concrete • 0 Commercial ❑ Repair ❑ Masonry ❑ Multi-family/#of Units ❑ Demolition ❑ Other: ❑ Industrial ❑ Other: Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat Choose one: Existing: Existing: ❑ Sewer 0 Community System ❑ Electricity 0 Oil Proposed: r Proposed: � ®/Individual System ❑ Woodstove R Propane Total: Total: If not sewer,fill out the following: ❑ Heat Pump ❑ Conventional ❑ Alternative ❑ Other Permit# SEP Wer Supply: Private well ❑ Two Par Well❑ Public:Name of water system: Square Footage: 1 (F �3 For Office Use Only —4 Main Floor � �Q Consistency Review - e s'(� — 2ND Floor 3 I I - (J a a 3 54.30-4 Base fee t 9 1 1 r 1 r5 3rd Floor Plan Check fee—65% I • 1 4 • 5 Htd Basement State Surcharge fee 3 " t 5 0 Unhtd Basement d Subtotal1 C . _ —IA 1 Garage/Carport 2-O I Co C 1 O' 1 Pot Water Review fee sa Decks .7 1 I I a 044 . fl 911/Rd Approach fee Commercial TOTAL 3* &'7 - 11 a Industrial , S3 t,3 Receipt# !�5` a 2� '} Other ( Cash heck 5 Total Valuation: Initials Or Date 8/ ii/a00�j Estimated Cos f 65, D O O, O t If within 20 ine, Distance to Bank or Ordinary High Water Mark ft. Bank Height ft. By signing the application form,the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and it's employees,representatives or agents for the purpose of application review and any required later inspections. Access and right of entry to the applicant's property/�' or structures shall be requested and shall occur during regular business hours. Signatur Get. ---- Date:, /3'-d 3 OVER H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01 • • SPECIAL CONDITIONS FOR CASE t BLD03-00514 1.) The application was reviewed by the Jefferson County Department of Community Development staff on August 28, 2003 for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following ESAs were confirmed to be present on the subject property: Conservancy shoreline designation; Type 1 marine waters; eagle, heron, harlequin duck, trumpeter swan, waterfowl; seismic; wetlands; flood zone A, SUCS aquifer recharge area; coastal SIPZ. 2.) 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. 3.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 4.) 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. 5.) 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. 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 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. 8.) 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. • 9.) To help prevent seawater frorntruding 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. 10.) 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. 11.) 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. 12.) 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. 13.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator). 14.) A flow meter shall be installed prior to final sign off of the building permit. 15.) On-going well monitoring for chloride concentration is required. The property owner shall allow access to Jefferson County PUD or approved contractor to take samples as required. 16.) The applicant is proposing to create or add 3,477 square feet of impervious surface and 7,542 square feet of land disturbing activities. 17.) A Medium Narrative has been submitted and approved by the Department of Community Development. Once the subject permit has been issued the applicant shall fully implement the provisions of the submitted plan and contact the Jefferson County Department of Community Development to arrange a schedule to inspect the property for plan compliance. A Certificate of Occupancy will not be issued until the Department verifies plan compliance. No clearing for roadways or utilities shall occur on the project site until clearing necessary for the installation of temporary sedimentation and erosion control measures have been completed. 18.) 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). 19.) This approval is for a single family residence with attached 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. 20.) The site plan as submitted witPfthe single family residence permit application on August 14, 2003 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated September 30, 2003 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 21.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 22.) Not more than two (2) unlicensed or inoperable vehicles shall be stored on any lot less than one-half acre 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 Unified Development Code (UDC) Section 6. Outdoor storage of thirteen (13) or more unlicensed or inoperable vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk (or salvage)yard and allowed as a Permitted Use in Table 3-11 of the UDC, and such storage shall meet the requirements of UDC Section 4.10. In no case, shall any such unlicensed or inoperable vehiclesbe stored in an Environmentally Sensitive Area (ESA). 23.) The parcel has been designated as RR 1:20 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 24.) The Development Review Division finds that this proposal is consistent with the Shoreline Master Program 3.402.5, that 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. 25.) The parcel has been assigned an address of 306365 Highway 101, Brinnon. 26.) Highway 101 is a State Highway classified as a principal arterial. 27.) Flood proofing measures are to be used as required by the Jefferson County Flood Damage Prevention Ordinance. 28.) All new construction shall use construction methods which minimize flood damage. 29.) New construction shall have the lowest floor elevated to at least one foot above base flood elevation. 30.) 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. 31.) All new construction shall: a. be anchored to prevent flotation, collapse, or lateral movement of the sturcture. b. be constructed with materials and utility equipment resistant to flood damage and potential damage to adjacent properties. c. be constructed using methods and practices that minimize flood damage. d. have structural components capable of resisting hydrostatic and hydrodynamic loads and the effects of buoyancy. e. electrical, heating, ventilation, plumbing, air-conditioning equipment, and other service facilities shall be designed and/or otherwise elevated or located so as to prevent water from entering or accumulating within the components during conditions of flooding. f • 32.) Flood proofing of structures l • be provided by one or more of the following methods: a. Landfill: (Note: Landfills are not permitted in the floodway.)The placement of fill may be utilized to elevate the structure and must comply with the standards and policies of the Jefferson County Shoreline Master Program, if applicable. b. Pole, pier or piling construction: The use of poles, piers, or piles for the foundation of the structure may be used to allow the unrestricted flow of flood waters during periods at a base flood. The lowest floor must be one foot above the base flood level. c. Parallel Foundation Walls: Foundation walls may be designed and constructed to provide open spaces through which water can flow unrestricted to equalize pressure. In velocity flood situations, it is important that all foundation walls be parallel to the flow of the floodwaters. d. Extended Foundation Walls and Basements: (Note: Extended foundation walls and basements are not permitted in the floodway.)The lowest habitable floor of a residence may be constructed on foundation walls that extend above grade to one foot above the height of the base flood provided that residential construction complies with the requirment of Section 5.101(2), "Residential Construction," regarding the design of enclosed areas. 33.) Utilities shall be designed as specified in Section 5.20 of Ordinance No. 18-1120-95. 34.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 35.) Maximum lot coverage shall not exceed 25%. 36.) The building height shall not exceed 35 feet. 37.) Minimum setback from Highway 101 right-of-way shall be 50 feet. Minimum wetland buffer from the building envelope to the west shall be 75 feet. The minimum wetland buffer from the building envelope to the east shall be 180 feet. Minimum wetland buffer from the building envelope to the north shall be 148 feet from the northeasterly portion of the envelope. Minimum wetland buffer from the building envelope to the north shall be 103 feet from the northwesterly portion of the envelope. The minimum setback from the south property line (commercial property)shall be 35 feet. 38.) Based on a Wetland Buffer Restoration and Enhancement Plan dated January 2003 as prepared by Westech Company, and as determined by the UDC Administrator, a reduced setback of 148 feet and 103 feet on the north; a reduced wetland buffer of 180 feet on the east; and a reduced wetland buffer of 75 feet on the west, has been approved. The buffers are to be measured perpendicularly from the wetland edge and shall be permanently maintained as a buffer. No filling, grading, clearing, or other alteration of the wetland or its buffer is allowed. 39.) Buffer perimeters shall be marked with temporary signs at an interval of one per parcel or every one hundred (100)feet, whichever is less. Signs shall contain the following statement: "Wetland & Buffer- Do Not Remove or Alter Existing Vegetation." 40.) 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. 41.) The Statutory Warranty Deed for the property describes the following access to the property- "Together with an easement for ingress and egress over a road 30 feet in width, the southerly line of said road being described as follows: Beginning at the southwest corner of the above described tract; thence south 78° 20'west 150.40 feet; thence north 75° 00'west 56.60 feet more or less to the easterly line of State Highway No. 9". The Statutory Warranty Deed is recorded in Vol. 32 Page 270 and Vol. 573 Page 92 under AFN's 21213 & 863880. 42.) The Washington State Department of Fish and Wildlife indicated the following: (1)The parcel is encumbered by a Catgory 1 estuarine wetland. This wetland supports both adult and juvenile anadromous fish, which include Hood Canal summer chum and Puget Sound chinook salmon. Both the summer chum and chinook salmon are ESA listed species that WDFW and NOAA Fisheries are working hard to recover; and (2)This property also supports the local elk herd along with various other large and small manmals, songbirds, predatory birds, and important shorebirds. • 43.) A wetland delineation report dated December 2002, as prepared by Westech Company, was prepared and submitted for the property. The wetland found at the site is part of a large wetland that is more than 20-acres in size, which occupies the Hood Canal shoreline near the mouth of the Dosewallips River. The wetland surrounds the property on three sides and includes a tidal slough to the west as well as estuarine wetlands to the north and east. This wetland fits the criteria for a Category 1 wetland. The boundary of this wetland has been set in the field with surveyor stakes and "wetland delineation"flagging. The standard wetland buffer required for a Category 1 wetland is 150-feet. The report recommends reducing the buffer to 75 feet. 44.) The applicant submitted a Wetland Buffer Restoration and Enhancement Plan dated January 2003 for the property. The plan was submitted in compliance wtih UDC Section 3.6.9(d)(6) [Reducing Buffer Widths], which allows the Administrator to reduce the standard wetland buffer widths when the project applicant demonstrates the following to the Administrator: (1) Standard wetland buffer width averging as set forth in this section is unfeasible and (2)A buffer enhancement plan using native vegetation substantiates that an enhanced buffer will improve the functional attributes of the buffer to povide additional protection to functions and values.The Administrator has consulted with the Washington State Department of Fish and Wildlife related to the Buffer Enhancement Plan. After consultation and modification of the wetland buffer width, the Administrator has approved a modified wetland buffer based on the Buffer Enhancement Plan and the Modified Site Plan, which incresased the wetland buffer area by approximately 18,800 square feet. This action resulted in a reduced but suitable building envelope. 45.) Based on FIRM Flood Mapping (Panel 1235B -dated July 19, 1982), it appears that a majority of the property is within "Zone A 1", which is an area of 100 year flood, where base flood elevations and flood hazard factors have been determined. The remainder of the property seems to be within "Zone B". Applicable requirements of the Jefferson County Flood Damage Prevention Ordinance (Ordinance# 18-1120-95)apply to development of the property. 46.) During the SPAAD review in June 2003, the Washington State Department of Fish and Wildlife Eagle Habitat Biologist, Shelly Ament reviewed the SPAAD for potential impacts to eagle nest(s). In a phone call from Shelly, the Berry property is more than 1/2 mile to the known eagle nest in the area. Therefore, there is "no conflict"to eagle nest or habitat. 47.) Residential structures located on or over marshes, bogs, swamps, lagoons, tidelands, ecologically sensitive areas are restricted within shorelines of state-wide significance. 48.) Residential development should be designed at a level of density of site coverage and occupancy compatible with the physical capabilities of the shoreline area. 49.) Residential development should be designed to adequately protect the water and shoreline aesthetic characteristrics. 50.) Adeqate water supplies should be available so the ground water quantity and quality will not be endangered by over-pumping. 51.) Residential development in shoreline areas should be designed to preserve natural drainage courses, aquifer recharge areas and similar ecologically sensitive areas. 52.) Development shall assure that surface water runoff does not pollute adjacent waters or cause soil or beach erosion, either during or after the construction phase. 53.) Residential structures shall not be located in areas subject to flooding or tidal inundation unless complete flood proofing measures have been provided, and then only when the location of such structures will not aggravate flooding possibilities of nearby properties. 54.) Sewage disposal systems shall not be located within the flood plain of marine and fresh water bodies unless in compliance with the Jefferson County Flood Plain Management Ordinance. 55.) In conjunction with the SPAAD reivew in June 2003, the applicant submitted a water analysis performed by Twiss Analytical Laboratories, Inc. The analysis was submitted to Environmental Health/Natural Resources for review and comment. Natural Resources indicated "The project is located in an "Coastal"SIPZ zone. All regulations that apply to Coastal SIPA would apply to this project." 56.) The Department of Transportation did not issue a permit as the access is grandfathered (see letter dated April 15, 2003 and also per phone call with Larry Anderson of 10/24/03). 57.) A Flood Elevation Certificate prepared by Ken Clark, registered land surveyor(#12223), dated January 30, 2003 stated that a spike was set in a power pole south of the proposed building at a base flood elevation of 11.0 feet. • • 58.) A septic permit (SEP03-0156)was issued on July 23, 2003 for a 240 gallons per day sewage system. A SPAAD (ZONO3-0014)was approved on July 24, 2003 for a single family residence with attached garage. I:\F_BLD_Permit_Buildng.rpt 10/29/19 ill 0 BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD03-00514 Received Date 08/14/2003 SITE ADDRESS: 306365 HWY 101 Issue Date 10/24/2003 BRINNON, 98320 APPLICANT: KEITH BERRY PHONE: (360) 791-4038 TAMMY BERRY PO BOX 410 BRINNON WA 98320 SUBDIVISION: Block: Lot: T 26 PARCEL NUMBER: 602353023 Section: 35 Township: 26 N Range: 02 W CONTRACTOR: GERALD HALSEN CONSTRUCTION PHONE: (360)796-3045 PO BOX 398 BRINNON WA 98320 Contractor's License: GERALHCO27MW Expires: 07/15/2004 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION: SINGLE FAMILY RESIDENCE WITH ATTACHED GARAGE REQUIRED INSPECTIONS: [ ] SETBACKS: da,</ if/43 . [ ] UFFER: n iv," [ ] Footing: Q,(/ 3 " [ 1 Foundation: d,e ///03 [ ] Underground Plumbing: [ ] Underground Insulation:] Shear Wall : eX7 of 5/.SEER Ze.144 -A)ALjoZ OK /4//'i/ A7T-"o/< c. Lilly'? [ ] Framing: r,•1/GeN'oe-- VZO`I 11 Plumbing: OX. q/z2kV [ 1 Propane T nk/ Utley her 0K�ela fir /7L. //qo[1 Insulation. o , o / f 1 Sheetroc C,S//p LI [ ] Septic em Final Approval: 1 Zoning Final Approval: [ ] Final/Occupancy Approval: ( 1 �.2 �-o-y HEALT DEPARTMENT APPROVAL REQUIRED PRIOR TO FINAL INSPECTION THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. CALL 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS. Office Hours 9:00 a.m. -4:30 p.m. HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY -SEE REVERSE IJGY IE ail17 ill JEFFERSON COUNPI DEPT. OF COMMUNITY DEVELOPMENT BUFFER RESTORATION AND ENHANCEMENT PLAN: PARCELI 602-353-023 BRINNON, WASHINGTON January 2003 Submitted to: JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street Port Townsend, WA 98368 Prepared by: WESTECH COMPANY P.O. Box 2876 Port Angeles, Washington 98362 CONTENTS 1.0 Introduction 1 2.0 Jefferson County Compliance Requirements 2 3.0 Buffer Enhancement and Restoration Plan 3 3.1 Soil stabilization 3 3.2 Revegetation 3 3.3 Tree Planting 4 3.4 Construction and Timing 5 3.5 Fencing and Monitoring 5 3.6 Compliance Agreement 6 4.0 Conclusions and Recommendations 7 5.0 References 9 Figures • 10 Figure 1. Location Map 11 Figure 2. Vicinity Map 12 Figure 3. Site Plan Map Showing Buffer Restoration and Enhancement Plan 13 Tables 14 Table 1. List of Recommended Vegetation Plantings 15 WT813PLN.ENH1011603gbs i 1.0 INTRODUCTION The Property known as Parcel #602-353-023 is owned by Keith and Tammy Berry. The property is located in Brinnon, Jefferson County, Washington in the southwest quarter of Section 35, Township 26 North, Range 2 West W.M.(Figures 1,2). The property consists of 7.67 acres on the east side of Highway 101 adjacent to Hood Canal (Figure 3). The property was purchased by the present owners from a relative (Mrs. Berry's grandmother} who previously lived on a home on the property. Several years ago, the home was damaged by a fallen tree, became unusable and was recently removed by the Berry's in preparation for construction of a new house on the property. Westech performed a wetland delineation on the property in December 2002. The delineation found that there was a Class I wetland on three sides of the property and that continued residential use would require a reduction of the buffer zone. That report recommended a reduction of the buffer zone to 75', or 50 percent of the buffer required for a Class I wetland. Buffer averaging will also be necessary at the entrance of the property in order to provide access to the parcel, since the entrance road runs along a slough to the west of the property. The property includes a salt marsh, adjacent to Hood Canal, a buffer zone (recommended to be 75' and a homesite. The buffer zone had grown up in blackberry bushes and these have been removed, perc holes installed to test for drainfield suitability, and the area has been revegetated with a native bluegrass and ryegrass mix to stabilize the area against erosion and sedimentation. A portion of the homesite has also been revegetated with native grass. The Project Site has areas determined to be Critical Areas under the Jefferson County Uniform Development Code (Jefferson County Uniform Development Code Section 3). The Code requires preparation of a Buffer Enhancement Plan in order to reduce standard buffer widths for development adjacent to wetlands. Site inspections were performed for development of this Plan by Dr. Bradford Shea on December 31, 2002 and January 2, 2003. On December 31, the property owner, Mr.Keith Berry met Dr. Shea on the Site to go over position of the planned new residence. Biological observations conducted by Dr. Shea indicate that the wetlands and buffer zone portions of the site has good wildlife habitat value. Signs of deer and elk were observed and have been reported on the Site. Salmonid fish utilize the sloughs and channels in the marsh. Numerous songbirds utilize the marsh in season. Small mammals undoubtedly utilize the Site. WT813PLN.ENH/011603gbs 1 2.0 JEFFERSON COUNTY COMPLIANCE REQUIREMENTS The property owners of the Site intend to apply for a building permit to construct a single family, two bedroom residence and associated drainfield. Approximate locations of the proposed home and drainfield are shown in Figure 3. Due to a number of years of non-use of the previous residence, the previous lawn area of the home had grown up in non-native blackberry plants and other weedy species. This included portions of the buffer zone. Those bushes were removed by the owner during the process of digging drainfield test pits and the area has been replanted with a native grass mixture. The County has indicated that the landowner must develop a Buffer Restoration and Enhancement Plan which includes stabilization of soils in the affected area and revegetation with trees, shrubs and herbaceous vegetation. The Buffer Restoration and Enhancement Plan set forth in the next section of this document has been developed by biologists at Westech Company to comply with these requirements. Since the Plan will affect the utilization of the area by wildlife, special provisions have been included, requiring some long-term monitoring. Westech Company has coordinated with the property owners, Jefferson County's representative (Mr. Jerry Smith) during the preparation of this Plan. The County has indicated that it will be acceptable for a contract to be developed between the landowners and the County for implementation of the Buffer Restoration and Enhancement Plan. The terms in that contract will be based on the recommendations of this Plan and on other conditions that the County and the landowner may agree on. WT813PLN.ENH/011603gbs 2 3.0 BUFFER RESTORATION AND ENHANCEMENT PLAN This Buffer Restoration and Enhancement Plan is intended to comply with the requirements of the Jefferson County Uniform Development Code, Section 3, Wetlands. As such, the Plan includes information and recommendations on soil stabilization, revegetation and tree/shrub placement. Timing of implementation is also discussed, since the contract with the County is anticipated to contain dates for compliance which indicate completion of certain actions. 3.1 Soil Stabilization Prior to construction, soils should be stabilized through placement of a silt fence, at least 18 inches in height along the homesite/buffer zone edge extending from the south property line, surrounding the homesite on three sides (east, north and west). Additional erosion control measures should be in place on any exposed soils which have not been replanted prior to commencement of the rainy season (generally October 1 to April 30). Thus, all exposed soil should be either: 1) Covered with impermeable surface (house foundation, driveways etc.), 2) Replanted in ground cover or shrubs, or 3) Treated for erosion control using straw bales or plastic ground sheeting. These additional measures should be in place before October 1, 2003 (or immediately following any grading or other ground-disturbing activities which occur prior to the end of the 2002-2003 rainy season), in order to comply with the County requirement for soil stabilization. 3.2 Revegetation Revegetation of disturbed areas in the buffer zone should be accomplished with native vegetation. Native standing trees (whether living trees or snags) in this area should not be disturbed. Removal of lower limbs of trees is appropriate in some cases to improve view, however, such removal should specifically be checked with the county representative or with a qualified biologist. All new plants will be vulnerable to the stresses of the local environment (which may include salt spray, salty conditions in the root zone, wind and periodic wet soil conditions. This may cause loss of plants (mortality). Additional stress will result from the presence of grazing by native deer and elk. The plan thus compensates for these factors by recommending additional plantings to compensate for mortality, temporary fencing during establishment of plants, and periodic monitoring to ensure success. WT813PLN.ENH/011603gbs 3 Native vegetation recommended to revegetate the 75 foot buffer zone includes but is not limited to the following (see also Table 1 for quantities and a more detailed listing): Trees: Western Red Cedar Red Alder Yellow Twig Dogwood Red Stem Dogwood Shrubs: Evergreen Huckleberry Sword Fern Oregon Grape Salal Wild rose Herbaceous Plants: Ferns Bluegrass Ryegrass The revegetation of the buffer zone should be limited to native plants (within 75 feet of the wetland). The property owners should work with a qualified nursery specialist or biologist to select listed plants (see Table 1). Native vegetation is also preferred but not required on the homesite outside the buffer zone. A list of shrub and herbaceous layer vegetation which will be replanted in the buffer zone is given in Table 1. 3.3 Tree Enhancement Plantings In order to enhance the buffer zone, native tree specimens will be replanted to compensate for the proposed reduction of the buffer zone. Additional, trees will be planted as an insurance against tree mortality which may occur. A recommended total of 69 trees are recommended in Table 1. With additional planting for mortality, 85 trees will thus be planted. The trees will be planted in four tree/shrub areas as indicated in Figure 3. Additional trees may be planted within the shrub areas in groupings to help ensure that sufficient become established and survive to become mature trees. Trees to be planted are primarily western red-cedar (Thuja plicata) which is recommended for all four areas. Vine maple and red alder are recommended more for the eastern areas, where they will provide valuable habitat without extensive screening of the house views. Redstem dogwood is also recommended for all four areas. Crabapple is recommended to the north and west (areas 3 and 4) since these plants generally do well in settings near the edge of forested areas. WT813PLN.ENH/011603gbs 4 A recommended layout of tree plantings is shown in Figure 3. All replanted trees should be native specimen trees, which are in good health. Heights are expected to vary. Western red cedar should be at least three feet in height to help ensure maximum survival rate. The recommended tree species (including quantities and locations as per Figure 3) are listed in Table 1. 3.4 Implementation and Timing Native vegetation will survive best if planted in fall or spring when frequent rainfall makes watering largely unnecessary. Given the time of this report preparation, the first opportunity to plant would be in the spring of 2003. Both trees and shrubs should be planted at this time. Native groundcover plants can also be transplanted or planted at this time. The area should be revegetated to specifications of this plan during the spring and fall of 2003. Seeding for groundcover within the homesite other than grasses for erosion stabilization should await completion of construction activities. Planting of any and all trees and shrubs in the buffer zone can be carried out at any time during the seasons listed above. The construction schedule is not firm at this time and depends on contractor schedules as well as other factors, however, the homeowner would like to begin construction in April 2003 if permits can be obtained in a timely manner. Replanting should be completed as soon as possible following completion of construction of the residence. All replanting should be completed within 90 days of construction, unless such a timeframe results in planting during dry summer months (generally mid-June through mid-September). 3.5 Fencing and Monitoring Establishment of temporary fencing will be necessary to protect new plants against grazing by deer and elk until those plants are well established. This is estimated to require 2-3 years following planting. Fencing should be sturdy field fencing at least 5 feet in height (no higher than six feet). Fencing should be secured by wooden posts measuring at least 4"x4"and set solidly in the ground with a post-hole digger. Posts may be set with a small amount of concrete to maintain stability, however, such concrete should not be extensive since it must be later removed and disposed of off-site, as must any treated wooden posts (for the temporary fences). Fencing may be placed around each grove of trees (areas 1-4). With permission of the Washington State Department of Fish and Wildlife, fencing may alternatively be placed at the outside edge of the buffer zone, for a period not to exceed three years, following which time it must be removed. Permanent fencing of a non-barrier type, such as a three foot split rail fence may be erected at the outside edge of the homesite (inside edge of the buffer zone). WT813PLN.ENH/011603gbs 5 Monitoring of plant success should be carried out twice annually by a qualified biologist for a period of three years following planting. Brief letter reports should be filed with the County annually. • 3.6 Compliance Agreement A compliance agreement will be enacted between the homeowner and Jefferson County. That agreement should specify timing of planting, general planting techniques and any other required compliance conditions. In the following section (4.0), various recommendations are made which may be used as the basis for conditions in the compliance agreement. • WT813PLN.ENH/011603gbs 6 4.0 RECOMMENDATIONS In order to properly implement the elements of the Buffer Enhancement and Restoration Plan above, the County has indicated that a Compliance Agreement (contract) should be implemented by the property owner and the County. The terms of that agreement must also be acceptable to the Homeowner and to the Washington Department of Fish and Wildlife. The following recommendations are made with respect to proceeding with development of the compliance agreement and to further development of the property: 1) Silt fences should be placed along the limits of grading (homesite-buffer boundary) to stabilize soils. No equipment should henceforth be used shoreward of the silt fences (see Section 3.1). 2) Revegetation of groundcover and bushes in the buffer zone and homesite implemented as described in more detail in Section 3.2. Native vegetation should be used and hand planting methods should be used. Native grasses should be seeded to prevent erosion (this has already been accomplished by the property owner). 3) Plant trees in the buffer zone according to the plan map in Figure 3 and descriptions in Section 3.3. Species mix for shrubs within each area should be determined prior to planting. We recommend species locations as set out in Table 1, however, minor variations may occur. Trees should be grouped in four groupings as shown in Figure 3. 4) Leave all remaining trees in the buffer zone in their present condition except for limited limbing to improve view and aesthetics (some of these are non- native trees, some of which can be removed with approval of the county) . Limbing of lower limbs is permissible in existing trees. 5) Implement #1-4 during the spring and fall of 2003. Implement the fencing protection prior to or at the time of planting. All planting will be accomplished prior to the County signing off on the final building permit. In addition, Jefferson County may require that the following be added to any agreement with the property owners: 8) No structures will be built in the buffer. The buffer will remain completely natural during and after completion of work. Subsequent work will be allowed in that area without approval of the County (except establishment of a trail between the homesite and wetland edge, made of natural materials, with a three foot maximum width. No work, including fence restoration shall be permitted in the wetlands without further County approval. WT813PLN.ENH/011603gbs 7 9) The trees and shrubs to be planted are for mitigation for fish and wildlife habitat which is being lost due to construction of the residence and reduction of the buffer zone size. Erosion control and control of water runoff (through drywells and other drainage structures) are also part of that mitigation. Implementation of these recommendations and incorporation of the recommendations into a compliance agreement is expected to mitigate for the effect of buffer reduction. The net result is expected to constitute an adequate enhancement of fish and wildlife habitat. WT813PLN.ENH/011603gbs 8 5.0 REFERENCES Allen, J.S. 1978. Survey of Portion of Government Lot 5, Section 35, T26N, R2W, W.M. Submitted to Jefferson County. Port Townsend, Washington. Cooke, S.S. 1997. A Field Guide to the Common Wetland Plants of Western Washington and Northwestern Oregon. Seattle Audubon Society. Seattle, Washington. Davis, J. 2003. Personal communication with Jeff Davis, Washington Department of Fish and Wildlife, Port Orchard office, by Dr. Bradford Shea, Westech Company. Guard, J. 1995. Wetland Plants of Washington and Oregon. Lone Pine Publishing. Renton, Washington. Hitchcock, C.L.and A. Cronquist. 1973. Flora of the Pacific Northwest. University of Washington Press. Seattle, Washington. Jefferson County. 2001. Jefferson County Unified Development Code . Section 3, Land Use Districts, Subsection 3.6 -Wetlands. Department of Community Development. Port Townsend, Washington. Lyons, C.P. 1997. Wildflowers of Washington. Lone Pine Publishing. Renton, Washington. Jefferson County Planning Division. 2003. Personal communication with Mr.Jerry Smith, Jefferson County Department of Community Development with Dr. Bradford Shea, Westech Company. Port Angeles, Washington. Pojar, J. and A. MacKinnon. 1994. Plants of the Pacific Northwest Coast. Lone Pine Publishing. 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'. • • ....--• • . -.. • , • t ----...-....... ..,, , .. ... . .\ .s. .F.- -e,-. 1-,,- S''. TABLES • 14 TABLE 1. LIST OF RECOMMENDED VEGETATION PLANTINGS Botanical Name Common Name Quantity* Min. Size Area (no.+mort.) Trees Thuja plicata Western red cedar 25+5=30 3' ht. 1,2,3,4 Acer circinatum Vine maple 12+3=15 3' ht. 1,2 Alnus rubra Red alder 12+3=15 3' ht. 1,2,3 Cornus stolonifera Redstem dogwood 16+4=20 3' ht. 1,2,3,4 Malvus fusca Crabapple 4+1=5 3' ht. 3,4 Shrubs Cornus sericea4 Yellow twig dogwood 8+2=10 2 gal 1,2,3 Gaultheria shallon Salal 8+2=10 1 gal. 1,2 Mahonia nervosa Oregon Grape 6+2=8 1 gal 1,2 Vaccinium parvifolium Red Huckleberry 10+2=12 1 gal. 1,2,3 Rosa nutkana Nootka rose 8+2=10 2 gal. 3,4 Herbaceous Pteridium aquillinum Bracken Fern 5+1=6 1 gal. 1,2 Polystichum munitum Sword fern 10+2=12 1 gal. 1,2 Grasses: Poaceae (includes bluegrass,(Poa annua. Poa palustris), ryegrass (Lolium perenne) and fescue (Festuca rubra). Native grasses 40 lbs. 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