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BLD2009-00019
°BUILDING PERMIT APPLIC AM ON MRAOW00023 Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD09-00019 Received Date: 1/28/2009 SITE ADDRESS: 571 SOUTH POINT RD PORT LUDLOW, 98365 OWNER: ROGER C SOVDE PHONE: OK CHA SOVDE 3634 WOODCOCK RD SEQUIM WA 983828866 SQUAMISH HARBOR BCH SUBDIVISION: Block: Lot: 29 PARCEL NUMBER: 996600029 Section: 5 Township: 27 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP NEW DETACHED GARAGE W/ HTD 2ND FLOOR STORAGE & BATHROOM TYPE OF WORK GAR SQUARE FOOTAGE: .7 TYPE OF IMP NEW MAIN: VALUATION 192,430.00 ADD'L: 1,341 HEAT TYPE: EEE CODE EDITION: 2006 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: 1,408 SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: PWELL BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 0 Prop: 1 Total: 0 Tota Routing Date: Type Amount Paid By: Date: Receipt: E Permit $1,514.55 LYK 01/28/09 105328 AI 'b\I plu- Plan Check $984.46 LYK 01/28/09 105328 MAR ? State Building Code $4.50 LYK 01/28/09 105328 Total: $2,503.51 Jefferson County Plannini &Building Departmep 1V��1'23 AK 4SEASONS E NGINEERING (360)452-3023 •• Fax(360)452-3047 , INC, 619 s Chase Street • Port Angeles, WA 98362 February 23, 2011 Jefferson County Building Department 621 Sheridan Street Port Townsend WA 98369 Subject: Rodger Sovde Garage BLD 09-0019 571 South Point Road Completion of Drainage Improvements Dear Building Official, A final inspection was performed by 4 Seasons Engineering,Inc. on February 22,2011 for the Rodger Sovde garage at 571 South Point Road. At that time the garage was completed,the driveway was graveled,the stormwater trench was complete and the site was stable. Landscaping will follow in the spring. The proposed house has not been started. Based upon my observation, the construction and drainage improvements have been completed in substantial conformance with the Stormwater Control Plan prepared by 4 Seasons Engineering, Inc and dated January 14, 2009. Signed, -P ,. 1"V A� 47112 .. • 3 t� Jay . Petersen PE t Y Ca N �t< Civil Engineer cc. Sovde EC F FEB 282 " JEFFERSON COUNTY DO 7 r,, H'1-A � z N \ CoT V- £L b I � T +'iiiiiw. raZ:` �' 8220 If <y (--1 \ r At r \ gR? 10 � y PI PI 1 --� r c z. 6 \ ', r gZ 1 i z te.TT, \Ir .rn 1l 1. C 1 \(-0 \ .. O 1..., / �- N . :. li 'j 1 0 / �p /.* 41. __ _ T o / P-., 2'., ?.c N -1 4 i t° "r4 li) .1 ' 111i = zovi w ' o.\ v / o N N / 1 �$ 1 O N0 r- n -Co w Q 1 t x-0 N • O 0 r 'Z 178 1 ■ 0.-...... ,, /1 �I r � m2 F�qs•! � ll COOL ‘4 0\ 1 / m_$ o Ifi''..... SETBACK 1 cn m �)�•• q °m Eon �/ • ' ���� 0 ■ 0 tW co co (rtia -es vo § zrn...... .v-s--- 40,0, ,,, 0- / ,.,„, 0.. n, 0 F � i2' 1 0 LA v / 0 Z rr,m / / D'-0 GI c3 03 P N�'N ��yN�a�O © v z$ m x as 1..? = K1 ' V 10e -i tri 2:1 �� g N yC 4i011 or%Iii cs z t=1 'cr3 ' ‘ fli!. t� f R ). 1.n a REVISED SITE PLAN �� z $ R i TAX PARCEL # 996-600-029 SOILS APPLICATION, INC. t �� 863 CARLSBORG ROAD, SUITE A, I.-< BIOFILTER SYSTEM FOR SEQUIM, WA 98382 SOVDE PH (360) 683-6300 FAX (360) 683-5652 . . 1 4SEASONS ENGINEERING, INC, (360)452-3023 619 S. Chase St, Port Angeles, WA 98362 Stormwater Site Plan for: A New Single Family Residence and Detached Garage APPROVED STORMWATER PLAN MAR - 5 2009 JEFF • '11 I UN DEPT.OF CO y ' E% EN SIGtiATU' , JAN 2 0 2009 'Y`__ For: Roger Sovde 3634 Woodcock Road Sequim, WA 98382 Date: January 13, 2009 Ists P P1/4fr; vd14.' Location: Lot 29 Squamish Harbor Beach I ' 04: 40sTot*9 +4 571 South Point Road tts.p Port Ludlow, WA 98365 III Introduction: A new single family residence and detached garage is proposed to be constructed on Lot 29, Squamish Harbor Beach. The property is a gently sloping,previously developed residential lot on the shoreline of Squamish Harbor. Construction will be done in phases, with the garage to be constructed first,and the residence at a later date. An on-site septic disposal system and private well has been recently constructed in preparation for the development. The construction will include the residence and detached garage, grading and construction of new gravel driveway and parking areas, extension of electric and communication utilities to the buildings,landscaping of yard areas, and construction of stormwater facilities. Best Management Practices will be used to control Erosion and Sediment during construction, as well as for Permanent Stormwater Control. Stormwater from the project will be dispersed below the developed area, outside of the required shoreline setback. The Stormwater Plan has been prepared to comply with the requirements of the Washington Department of Ecology(D.O.E.)2005 Stormwater Manual and the development code of Jefferson County,Washington. Existing Site Description: Lot 29, Squamish Harbor Beach is a 0.546 acre parcel, south of State Route 104,and the community of Shine,in Jefferson County, Washington. The property borders South Point Road on the west side,and Squamish Harbor on the Hood Canal to the east. Single family residences are on the neighboring properties to the north and south. The property was previously developed with a carport,that has been recently removed, and landscaped yard area. A new road approach, on-site septic disposal system, and private well, have all been recently constructed in preparation for development. The majority of the property is currently mostly maintained grass lawn sloping moderately to the northeast at approximately 5%. A short bank of Squamish Harbor forms the eastern boundary of the currently developed area. The bank is roughly 15 to 20 feet high and near vertical in places. Maps of Jefferson County and the Washington Coastal Atlas identify the shoreline as a stable slope. The soils are identified as both Kitsap Silt Loam and Alderwood gravelly sandy loam by the Soil Survey of Jefferson County Area,Washington. The Kitsap soils typically consist of moderately well drained soil formed in glacial lacustrine or marine sediments. Permeability is very slow, and a perched water table is common. The hazard of water erosion is slight to moderate. The Alderwood soils are typically moderately well drained soils with a very slowly permeable cemented layer at 20 to 40 inches in depth. These soils formed in glacial till. Permeability is typically moderately rapid down to the glacial till layer,but very slow through it. A perched water table is common during the rainy season. The hazard of water erosion is slight to moderate. 2 8 2000 Proposed Construction Activities: Construction of a new single family residence and detached garage is proposed, along with driveway and yard improvements. A 1500 square foot detached garage is proposed to be constructed at this time. A new single family residence will be constructed later. • • The home has not been designed yet,but a building footprint of less than 2500 square feet has been assumed for the purpose of designing the stormwater facilities. Gravel driveway area will be less than 4000 square feet. The remainder of the home site will be landscaped. New impervious area will total 8,000 square feet, categorizing the project as a"Large"project in accordance with the Jefferson County stormwater management guidelines. Best Management Practices will be used to limit the impact of this construction. A 30 foot setback from the top of the bank adjacent to Squamish Harbor will be protected from development. Parking areas will be stabilized after grading with gravel base, and other exposed soils will be stabilized by covering with straw mulch or plastic sheeting. Silt fencing and a vegetated strip will be used to help contain sediment. After final grading, the site will be re-vegetated by reseeding and mulching exposed soils. Minimum Requirements 1 through 10 of the 2005 Stormwater Management Manual for Western Washington are applicable and are addressed as follows: Minimum Requirement#1: Preparation of Stormwater Site Plans: This report, combined with the attached construction plans comprises the Stormwater Site Plan. The attached site plan illustrates the required elements of both the Construction Stormwater Pollution Prevention Plan and the Permanent Stormwater Control Plan. Minimum Requirement#2: Stormwater Pollution Prevention Plan(SWPPP): Element #1 Delineate Clearing and Easement Limits: To protect adjacent properties and to reduce the area of soil exposed to construction,the limits of construction will be clearly marked before land-disturbing activities begin. Trees that are to be preserved, as well as all sensitive areas and their buffers, shall be clearly delineated,both in the field and on the plans. In general,natural vegetation and native topsoil shall be retained in an undisturbed state to the maximum extent possible. The BMPs relevant to marking the clearing limits that will be applied for this project include: • Silt Fence(BMP C233) Silt fence will be erected 30 feet back from the top of the seaward bank,below the proposed construction site prior to further excavation. Element #2 Establish a construction Access Route: Construction access or activities occurring on unpaved areas shall be minimized,yet where necessary, access points shall be stabilized to minimize the tracking of sediment onto public roads, and wheel washing, street sweeping, and street cleaning shall be employed to prevent sediment from entering state waters. All wash wastewater shall be controlled on site The specific BMPs related to establishing construction access that will be used on this project include: • Stabilized Construction Entrance (BMP C105) N. 2 8 2009 Construction access will be via the existing gravel driveway access. Element #3 Controlling Flow Rates: In order to protect the properties and waterways downstream of the project site, stormwater discharges from the site will be controlled during construction by routing runoff through existing stormwater systems and phasing • • construction to occur during the dry season as much as possible. The specific BMPs related to controlling flow rates that will be used on this project include: • Vegetated Strip(BMP C234) Stormwater will be dispersed through a minimum of a 30 foot wide vegetated strip during and after construction. Element #4 Install Sediment Control BMPs All stormwater runoff from disturbed areas shall pass through an appropriate sediment removal BMP before leaving the construction site. The specific BMPs to be used for controlling sediment on this project include: • Silt Fence(BMP C233) • Vegetated Strip(BMP C234) Silt fence will be constructed concurrent with the start of excavation. Runoff through the silt fence will be directed through existing vegetation prior to reaching the seaward bank of the property,and Squamish Harbor. Element #5 Stabilize soils. Exposed and unworked soils shall be stabilized with the application of effective BMPs to prevent erosion throughout the life of the project. The specific BMPs for soil stabilization that shall be used on this project include: • Temporary and Permanent Seeding(BMP C 120) • Mulching(BMP C121) • Plastic Covering(BMP C123) Exposed and unused soils, not otherwise contained by silt fence or vegetated strips shall be covered within 2 days between October 31 and March 31 and within 7 days between April 1 and October 30. Use plastic sheeting or straw mulch on cleared areas and stockpiles. Place gravel base on road,driveway,and parking areas soon after clearing and subgrade preparation. In general, cut and fill slopes will be stabilized as soon as possible and soil stockpiles will be temporarily covered with plastic sheeting. Stockpiled soils shall be stabilized from erosion,protected with sediment trapping measures, and where possible,be located away from storm drain inlets,waterways, and drainage channels. Element #6 Protect slopes All cut and fill slopes will be designed,constructed,and protected in a manner than minimizes erosion. The following specific BMPs will be used to protect slopes for this project: • Temporary and Permanent Seeding(BMP C 120) Cut and fill slopes are expected to be minimal on this project. Slopes should be seeded as soon as possible after grading. Element #7 Protect Drain inlets. All storm drain inlets and culverts made operable during construction shall be protected to prevent unfiltered or untreated water from entering the drainage conveyance system. However,the first priority is to keep all access roads clean of sediment and keep street wash water separate from entering storm drains until treatment can be provided. Storm Drain Inlet Protection(BMP C220)will be implemented for all drainage inlets and culverts that could potentially be impacted by sediment-laden runoff on and near the j 0009 project site. The following inlet protection measures will be applied on this project: • Storm Drain Inlet Protection(BMP C'2201 O • Titelines for roof downspouts shall be protected during construction by raising them above the surrounding grade to prevent unfiltered water from entering. Element #8 Stabilize channels and outlets. Where site runoff is to be conveyed in channels, or discharged to a stream or some other natural drainage point,efforts will be taken to prevent downstream erosion. The specific BMPs for channel and outlet stabilization that shall be used on this project include:. • Outlet Protection(BMP C209) Any temporary titelines and ditches used during construction shall be dispersed into existing vegetation. Protect with quarry spall riprap or straw wattles as needed to prevent erosion. Element #9 Control Pollutants : All pollutants,including waste materials and demolition debris,that occur onsite shall be handled and disposed of in a manner that does not cause contamination of stormwater. Good housekeeping and preventative measures will be taken to ensure that the site will be kept clean,well organized, and free of debris. If required,BMPs to be implemented to control specific sources of pollutants are discussed below. Vehicles, construction equipment,and/or petroleum product storage/dispensing: • All vehicles,equipment, and petroleum product storage/dispensing areas will be inspected regularly to detect any leaks or spills, and to identify maintenance needs to prevent leaks or spills. • On-site fueling tanks and petroleum product storage containers shall include secondary containment. • Spill prevention measures, such as drip pans, will be used when conducting maintenance and repair of vehicles or equipment. • In order to perform emergency repairs on site,temporary plastic will be placed beneath and,if raining,over the vehicle. • Contaminated surfaces shall be cleaned immediately following any discharge or spill incident. Concrete and grout: • Process water and slurry resulting from concrete work will be prevented from entering the waters of the State by implementing Concrete Handling measures(BMP C151). Concrete truck chutes, pumps, and tools shall be washed out only into formed areas awaiting installation of concrete,or a lined container. Contained concrete and washwater shall be disposed of in a manner that does not violate groundwater or surface water quality standards. Washwater shall not drain to stormwater pipes, swales,or ditches. All pollutants that occur on-site during construction shall be contained in a manner that does not cause contamination of the stormwater. The contractor shall maintain good housekeeping practices such as clean equipment,free of leaks,designated concrete washout area, and having oil soaking rags on site. 2 U L009 v ,> Element#10 Control Dewatering. All dewatering water from open cut excavation, tunneling, foundation work,trench,or underground vaults shall be discharged into a • • temporary sediment trap. Clean,non-turbid dewatering water will be discharged to systems tributary to the receiving waters of the State in a manner that does not cause erosion,flooding,or a violation of State water quality standards in the receiving water. Highly turbid dewatering water from soils known or suspected to be contaminated,or from use of construction equipment,will require additional monitoring and treatment as required for the specific pollutants based on the receiving waters into which the discharge is occurring. Such monitoring is the responsibility of the contractor. However,the dewatering of soils known to be free of contamination will trigger BMPs to trap sediment and reduce turbidity. At a minimum, geotextile fabric socks/bags/cells will be used to filter this material. Element#11 Maintain BMP's All temporary and permanent erosion and sediment control BMPs shall be maintained and repaired as needed to assure continued performance of their intended function. Maintenance and repair shall be conducted in accordance with each particular BMP's specifications. All temporary erosion and sediment control BMPs shall be removed within 30 days after the final site stabilization is achieved or after the temporary BMPs are no longer needed. Trapped sediment shall be removed or stabilized on site. Disturbed soil resulting from removal of BMPs or vegetation shall be permanently stabilized. Straw mulching: mulched areas shall be checked periodically, especially following severe storms. Additional straw shall be added and damaged areas shall be repaired as necessary. Seeded areas: seeded areas shall be inspected for failure and reseeded as necessary. A follow-up survey shall be made after one year and areas shall be reseeded as necessary. Construction access: the construction entrance and exit shall be maintained in a condition that prevents tracking of mud onto the public rights-of-way. Periodic top dressing with two-inch stone, as conditions demand, shall be made. All materials spilled, dropped, washed, or tracked from vehicles onto roadways or into storm drains shall be removed immediately. Element#12 Manage the Project Erosion and sediment control BMPs for this project have been designed based on the following principles: • Design the project to fit the existing topography, soils, and drainage patterns. • Emphasize erosion control rather than sediment control. • Minimize the extent and duration of the area exposed. • Keep runoff velocities low. • Retain sediment on site. • Thoroughly monitor site and maintain all ESC measures. • Schedule major earthwork during the dry season. In addition,project management will incorporate the key components listed below: , , As this project site is located west of the Cascade Mountain Crest,the project will be ' ''''' ? 8 2009 managed according to the following key project components: • • Phasing of Construction • The construction project is being phased to the extent practicable in order to prevent soil erosion, and,to the maximum extent possible,the transport of sediment from the site during construction. • Revegetation of exposed areas and maintenance of that vegetation shall be an integral part of the clearing activities during each phase of construction,per the Scheduling BMP (C 162). 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: • Site conditions including existing vegetative coverage,slope, soil type, and proximity to receiving waters; and • Limitations on activities and the extent of disturbed areas; and • Proposed erosion and sediment control measures. Inspection and Monitoring • All BMPs shall be inspected,maintained, and repaired as needed to assure continued performance of their intended function. Site inspections shall be conducted by a person who is knowledgeable in the principles and practices of erosion and sediment control. This person has the necessary skills to: • Assess the site conditions and construction activities that could impact the quality of stormwater, and • Assess the effectiveness of erosion and sediment control measures used to control the quality of stormwater discharges. • Whenever inspection and/or monitoring reveals that the BMPs identified in this SWPPP are inadequate, due to the actual discharge of or potential to discharge a significant amount of any pollutant, appropriate BMPs or design changes shall be implemented as soon as possible. Maintaining an Updated Construction SWPPP • This SWPPP shall be retained on-site or within reasonable access to the site. • The SWPPP shall be modified whenever there is a change in the design, construction,operation,or maintenance at the construction site that has, or could have, a significant effect on the discharge of pollutants to waters of the state. • The SWPPP shall be modified if, during inspections or investigations conducted by the owner/operator, or the applicable local or state regulatory authority, it is determined that the SWPPP is ineffective in eliminating or significantly minimizing pollutants SWPPP shall be ' °>>ti 2 b 2009 in stormwater discharges from the site. The S modified as necessary to include additional or modified BMPs designed to correct problems identified. Revisions to the SWPPP shall be completed within seven(7) days following the inspection. • . Minimum Requirement#3: Source Control of Pollution: Pollution sources during construction will be controlled as noted above,as part of Construction Stormwater Pollution Prevention. Minimum Requirement#4: Preservation of Natural Drainage Systems and Outfalls: The existing natural drainage pattern of the property is dispersed overland flow toward the shoreline of Squamish Harbor. This drainage pattern will be preserved. Minimum Requirement#5: On-Site Stormwater Management: The soils on this site are not conducive to infiltration of stormwater. On-Site Stormwater Management BMP's will be used to retain and disperse runoff to reduce the hydrologic disruption of the developed site. BMP T5.10 Downspout Dispersion will be used to manage stormwater from the proposed buildings. BMP T5.11 will be used to disperse any areas of concentrated runoff from driveway areas. Minimum Requirement#6: Runoff Treatment Less than 5,000 square feet of Pollution Generating Impervious Surface(PGIS)will be created by the proposed development, so Runoff Treatment is not required by the Manual. Some runoff treatment will be provided by dispersal of stormwater through a grassy area that will serve as a filter strip (BMP T9.40). Minimum Requirement#7: Flow Control The proposed project does not discharge runoff to fresh water, so Flow Control is not required by the Manual. Some flow control will be provided by a gravel filled dispersion trench that is proposed to fulfill Minimum Requirement#5. Minimum Requirement#8: Wetland Protection To the best of our knowledge,no wetlands are present in the project area. Minimum Requirement#9: Basin/Watershed Planning To the best of our knowledge,no basin studies are available related to stormwater for this area. Minimum Requirement#10: Operation and Maintenance Operation and maintenance of all stormwater control facilities, including erosion and sediment control BMP's are the responsibility of the developer. The major reason for BMP failure is poor maintenance. For this site, all of the Large Parcel Erosion and Sediment Control BMP's will be inspected regularly,particularly before, during and afaf 2 4 2009 a major storm event. In addition, a routine"end of day check"will be implemented during construction to make sure that all control practices are working properly,and to repair any that are not,prior to leaving the site unsupervised overnight or over a weekend. • • All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization is achieved or after the temporary BMP's are no longer needed. Trapped sediment shall be removed or stabilized on-site. Disturbed soil areas resulting from removal shall be permanently stabilized. Straw mulching: mulched areas shall be checked periodically,especially following severe storms. Additional straw shall be added and damaged areas shall be repaired as necessary. Seeded areas: seeded areas shall be inspected for failure and reseeded as necessary. A follow-up survey shall be made after one year and areas shall be reseeded as necessary. Construction access: the construction entrance and exit shall be maintained in a condition that prevents tracking of mud onto the public rights-of-way. Periodic top dressing with two-inch stone, as conditions demand,shall be made. All materials spilled, dropped, washed, or tracked from vehicles onto roadways or into storm drains shall be removed immediately. Silt Fence: Silt fences shall be checked regularly, especially following severe storms. Silt fences shall be repaired or replaced as necessary, and accumulated sediment removed. The property owner will assume all financial liability associated with the operation and maintenance of the temporary erosion and sediment control and permanent stormwater quality control facilities. Stormwater Calculations: The Rational Method was used to model stormwater runoff from the proposed residential development for sizing of the gravel filled dispersal trench. A 25 year recurrence interval storm with a time of concentration of 10 minutes was used as the design storm. The dispersal trench was sized to detain the difference between the pre-development runoff from the site, and the post-development runoff for the design storm. The design of the dispersal trench is intended to be functionally equivalent to the dispersion trenches detailed for Downspout Dispersion BMP T5.10 and Concentrated Runoff Dispersion BMP T5.11 in the 2005 Stormwater Management Manual for Western Washington. The calculations are included on the following spread sheet. Groundwater control is outside the scope of this plan, but may be an issue on this site. High seasonal groundwater can be expected to be encountered. Techniques that are typically used include creating a raised building pad with imported granular fill to raise the building above the high water table,or waterproofing the foundation and installing drain pipes. Typically,perforated drain pipes are installed around the footings of the building and the crawl space may be partially backfilled with pea gravel and separate drain pipes installed to drain water from the crawl space. Footing drains and craiv^1 space drains should be kept separate, and both should be separate from stormwater pipes. 2 u i:009 • • Storm Drainage Calculations Clallam County Drainage Guidelines Prepared by 4 Seasons Engineering Sovde Residence Date: January 13,2009 PreDevelopment Drainage Analysis Surface Runoff Coefficient Rainfall Intensity Area Area Runoff Rate Inches/hour Square Feet Acres cubic feet/sec Grass/Landscaping 0.3 2.15 23784 0.546 0.352 Total 23784 0.546 0.352 Proposed Post Development Runoff Surface Runoff Coefficient Rainfall Intensity Square Feet Acres Runoff Rate Roof 0.9 2.15 4000 0.092 0.178 Gravel Driveway 0.6 2.15 4000 0.092 0.118 Grass/Landscaping 0.3 2.15 15784 0.362 0.234 Total 23784 0.546 0.530 Storm Water Detention Required Post Development-Pre Development for 10 minutes. 107 cubic feet Dispersal Trench Design Width Depth Void Storage Volume Length Req'd Cubic Yds feet feet Ratio cubic feet/foot feet Drain Rock 4 1.5 0.4 2.40 50 11 Summary: 4'x1.5'x50' Dispersal Trench w/11 cu. yds. drain rock minimum .4 S•P 'S 'I' 4, ,�v of y� �� � ,Of 4 7, 0 k<r$T���o `+4., �s470NAL 040 . . 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O m [...3--. i m D Fi 0 r- -1- A 2 ! o o m� �� of o ` m 0 R A-rl m o �2 pm Z Z�o� O D 1 3 m2p or2 " ors* q Pl vC 1-I o ) z�to- ° =� ciz -I �F,oA p_ �0 ' 18" MIN` ''D' m T.2 v ',: ,, xi �Q�,`t� � o 0 7 `�•�.�i,ill 6" MIN y� �7 ` �n ZO �ci 1 D O I'q C n 'A p =0 O Can 4 R. X3 IA ° O RI o v 1.� 2 z -1 r $ } >- z N• Z `' I,, 2'MIN,in 2 rr N Opp v^^!! o X10 rev -13 Z .' vJ ZO O M o �x r*1 0 cn- mo M ° r-D r�* r O ZM °PR W a Q*Z 2 x > x O a -1 11 NA c1 ce V• ; IJ� 7�, � .0 r t{'. i.*I' M FFk • 4 -.4 CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN & DATE: JAN. 2009 PERMANENT STORMWATER CONTROL PLAN SCALE: NOTED NEW SINGLE FAMILY RESIDENCE W/DETACHED GARAGE FOR: ROGER SOWS 4SEASONS DRAWN BY: JEP LOT 29 SQUAMISH HARBOR BEACH, 571 SOUTH POINT ROAD, PORT LUDLOW, WA 98365 ENGINEERING, INC.(360)452-3023 CHECKED: JSP 619 S. Chase St. Port Angeles, WA 98362 SHEET: 2 , I JEFFERSONJNTY IIII „iiiiirlik06.0 ' DEPARTMENT OF COMMUNITY DEVELOPMENT i44,04 621 Sheridan Street• Port Townsend •Washington 98368 360/379-4450 • 360/379-4451 Fax `rf3IN ,t,p www.co.jefferson.wa.us/commdevelopment Master Permit Application MLA: ( -2r3 Project Description(include separate sheets as necessary): Nett.) I tic t b2 a SA-Di ( 1(a2 Q . Tax Parcel Number: 916-- (0Io -6.2-9 Property Size:06- L3,71)4— (acres/square feet) Site Address and/or Directions to Property: 7 • _ t+ 'T Rd g. - lu , .w . . Property Owner(s)of Record: Raper . Ok C. Sc . e Telephone:3(c0-58.2.-igi 4 Fax: email: r s0 vd le, Mailing Address: 3(31 vd1cock fot, Setup-1 ,, WA 983.}s-2_. Applicant/Agent(if different from owner): v Telephone: Fax: email: Mailing Address: What kind of Permit?(Check each box that applies _ Building ❑Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor,Major or Reasonable Eg2Kio s ❑Single Family Garage Attache Detache ❑Conditional Use[C(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 ❑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) 0 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 ❑Tree Vegetation Request **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 to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE Date: By signing this application form,the owner/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 attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required later inspections. Staff's access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application that he or she wants prior notice. .e Signature: Date: 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 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 compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transferable responsibility for adhering to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. — Signature: Date: G:\PennitCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc 0 BUILDER STATEMENT The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the responsibil;, oft • General Contractor for the proposed project. Signature: a AA._'_ -1 , 0- ' Date: -- GENERAL CONT" CTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: ( ) ( ) MAILING ADDRESS: EMAIL: CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: PHONE ( ) FAX:( ) MAILING ADDRESS: EMAIL Project Type: ' Frame Type: -Bathrooms: ' Shoreline: Type of Sewage Disposal: New 91/Wood Existing: a _ ❑ Sewer o Addition 0 Steel Proposed: I _ Bank 0 Community System O Alteration/Remodel 0 Concrete Total: _/ _ Height: Individual System ❑ Repair ❑ Masonry SEP Permit# O Demolition ❑ Other: -- Bedrooms: Water Supply: Existing: QS Setback: \A Private well 0 Two Party _Ty of eat: Proposed: a 0 Public ,gt° rA C Total: 0 Name of System: If this is a Commercial Protect you must answer the following: Number of Parking Spaces: Current Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes I No --If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: I Underground Tank 1 Above ground Tank Size of Propane Tank: JAN 2 8 2009 1 Heat Stove 1 Cook Stove I Woodstove I Fireplace Insert 1 Hot Water Tank 1 Pellet Stove 1 Other Is this appliance being installed in a Manufactured I 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, includin• the reserve area. Square Footage Current Proposed > r x. ,_.` - R, -t0 . 4."'t .d r.r, ,xt .e .3•Main Floor Heated EH Bld App Review 2"°Floor Heated ' Consistency Review: Se. Other Heated Base fee: �f Mezzanine Additi to . Heated Basement Plan Check fee: ' g2y.y6 Unheated Basement I.÷1% -•--- -.-. e State Surcharge fee: Other Unheated '.f, Pot Water Review fee: Garage/Carport i SUBTOTAL Decks ' ' ;~ 4r ,: 911/Rd Approach fee: " Other s '- TOTAL: $2e-,403.5) s•. Receipt Number. ( 22 Cash/Check Number: C D ESTIMATED COST(REQUIRED Date: - •Fair mark' a aterials foundation to finish 1 el 4 3 0 s���. Initials: G:\PermitCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc 1 41, a -I W W •3 0) U7 -I -li x -I -I CD m -• -• 0) -0 cn 01 X O• CD rr X CO 0 -7 -0 d o - -0 -3 -7 O 01 C O. (D 01 O ID S CA C -• m IC ID m O ID rF O (D - 7 7C C -1 E -3 .. co 0 o O # IC N -' N ID C7 CO O Cil � O. O O O O o O CII O C.0 CO CO O CO C 07 O 07 O N o OD O O N C OD O CO O ri- - 01 Cn CD 03 O X7 c7 --.. rh O r CA G7 M C77 7C O 0 "0 C C O E7 (D .0 G) G7 X 0) CO O -I C O c -4. 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' ,,._ _ _ 4 `II \ <_•,966.X.,02{ L E1J0JLI Mar,:rue dud lr='+�zsr'Cal'ry Cr-r:-a Sc..crs G4S ' h a i FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection.Wed Jan 28 16:40:45 2009 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 1/28/2009 Map Output • Page 1 of 1 ArcIMS HTML Viewer Ma• 99560003! \\\:\: y ,M �LL Legend Selected Features JC Roads 56t3GY?3f? -- �"' Parcels-11 4i -c2, 8oundaries cnu)z 3 ` � FEMA FIRMS X70 1?028 II A ¢ AWIi %906 996600029 CRv 996600026 ti 9%600026 996600023 \la:.sm- 1 vq_t"c:v-,Carr,.Cara=_ie°roe.Gt3 _..ff 996600022 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 Jan 28 16:09:52 2009 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 1/28/2009 Cup =r i eq-23 F i cor aqQ .6 JEFFERSON COUNTY PERMIT CENTER APPLICANT NAME: Q QLCi i Scvi . PHONE: 3L .o fZ-q3 ' SITE ADDRESS: 1) SbLL+h -Pr Cpl DATE: a -2,490q L. EALTH APPROVAL a*:66PERMIT # SEP (�7 P2 FOOD SERVICE 2. SHORELINE BANK HEIGHT SETBACK 3. FLOOD ZONE 4. FOREST PRACTICE APP (CLASS ) 5. PLANNING APPROVAL t= CRITICAL AREA REVIEW r 1..� er• ‘. 7. ZONING 8. HEIGHT 9. LOT COVERAGE 10. ADDRESS 11. FEE AlifireONTRACTOR'S LICENSE of /�j ,i Q e . ENERGY SHEET 14. BOND HOLDER/LENDER 15. NTT 16. SETBACKS 17. PROVIDE WA STATE ENGINEER STAMP/ARCHITECT'S STAMP 18. STORMWATER SITE PLAN 19. D.O.T. ACCESS APPROVAL 2 E FLOW FOR COMMERCIAL STRUCTURES N REVIEW 7 -j% .- 4 OCCUPANCY: CI, 22. TYPE OF CONST: 23. EXPOSURE: 24. WIND: 25. SNOW: 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. H:\HOME\PLNCNTR\IN FOBLG\BLDCKLIS\2/2000 • • Jefferson County DCD Building Division Correction Notice PERMIT NUMBER OWNER 1 JOB LOCATION C7 pT F--Q Inspection of this structure has found the following violations: A .AAIL/o 1 _ A .�alr it; ' A be, C PeCti,-e l4) 640:4(-0- gkik) aQ • � .- it ti to iI / �J ,/ You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corrections have been made, call for inspection. ��—, Date " 1— ( 7 Inspector `R '' BUILDING DIVISION(360)379-4450 INSPECTION HOTLINE(360)379-4455 I THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE • • Jefferson County DCD Building Division Correction Notice PERMIT NUMBER �'j --)4' OWNER , bg JOB LOCATION 5-7 I S Pr (el) Inspection of this structure has found the following violations: 0 �NSi•+1-w-- L,F J2'/i- r‹ 42 1 V�.�irl wryi 5'/ " Ae/ 64,1 n514916.1.A.AS A8'TSf.•*j&w/ (4,`.', ) 6 c e-A--4-1 P ,6i ' Aver 5 as-711C ,o-.�r✓ sY7O4J'i-'7 ),'s -ruf i dt 5 8/ /!x"14 You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corrections have been ma e, call for inspection. Date 5 Zyiid Inspector BUILDING DIVISION(360)379-4450 I PECTION HOTLINE(360)379-4455 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE Jefferson County Building asion Permit Null: BLDO9-00019 Applicant: SOVDE BUILDING PERMIT INSPECTION APPROVALS applicable Code: 2006 International Building Codes To schedule inspections, call (360)379-4455 no later than 7:00 AM the day of the inspection. Requests received after 7:00 AM will not be scheduled for that day's inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes Setbacks '4I'1101 Erosion Control SEE CONDITION 2 FOR CONST. ENT. STABILIZATION Foundation Footing 411 o Footing Drains Foundation Stem Wall • Straps(hold downs) Ext.Shear Wall Nailing b L . %)-� o yr, p 7/- 7/\ Rough-in Plumbing 1-2.-n-Oct i Framing - ._ to Wallboard Nailing , r, (?-0 Drywell/Alt Drainage vl T'V' SEE CONDITION 1 FOR ENGINEERING Address Posted - £ ithhm4i- I Pabr PrYLL. FINAL INSPECTION ' '1 , FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD09-00019 Received Date: 1/28/2009 SITE ADDRESS: 571 SOUTH POINT RD Issue Date 3/9/2009 PORT LUDLOW, 98365 Expiration Date 3/9/2010 OWNER: ROGER C SOVDE PHONE: 360-582-9544 OK CHA SOVDE 3634 WOODCOCK RD SEQUIM WA 98382-8866 SQUAMISH HARBOR BCH SUBDIVISION: Block: Lot: 29 PARCEL NUMBER: 996600029 Section: 5 Township: 27 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: PROJECT DESCRIPTION: NEW DETACHED GARAGE W/ HTD 2ND FLOOR STORAGE & BATHROOM TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 192,430.00 ADD'L: 1,341 HEAT TYPE: EEE CODE EDITION: 2006 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: GARAGE: 1,408 CONST TYPE: DECK: SETBACK: 30 BANK HEIGHT: 10 SEWAGE DISPOSAL: ALT WATER SYSTEM: PWELL Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $1,514.55 LYK 01/28/09 105328 Exist: 0 Exist: 0 Plan Check $984.46 LYK 01/28/09 105328 Prop: 0 Prop: 1 State Building Code $4.50 LYK 01/28/09 105328 Total: 0 Total: 1 Total: $2,503.51 Directions to Site: SEE DIRECTIONS & MAP IN FILE HEALTH DEPARTMENT AND PUBLIC WORKS 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 ATTATCHED CONDITIONS for Building Permit# :BLD09-00019 1.) PRIOR TO FINAL BUILDING OCCUPANCY, PROPONENT SHALL SUBMIT A WRITTEN LETTER FROM JAY S. PETERSON, PROFESSIONAL ENGINEER STATING THAT THE STORMWATER FACILITY HAS BEEN CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE "STORMWATER SITE PLAN" DATED JANUARY 13, 2009 AS SIGNED BY JAY S. PETERSON OF 4 SEASONS ENGINEERING, INC. 2.) CONSTRUCTION ENTRANCES SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM COMPACTED SUBGRADE. QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. (BMP C105, 2005 DOE STORMWATER MANUAL). ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED BY SHOVELING OR STREET SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON STIE. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD, WHICH END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. UPON PROJECT COMPLETION AND SITE STABILIZATION, ALL CONSTRUCTION ACCESSES INTENDED AS PERMANENT ACCESS FOR MAINTENANCE SHALL BE PERMANENTLY STABILIZED. 3.) THIS BUILDING APPROVAL BY JEFFERSON COUNTY HEALTH DEPARTMENT IS FOR STORAGE ONLY, THIS STRUCTURE IS NOT FOR RESIDENTIAL USE OR HUMAN OCCUPATION. 4.) 10' SEPARATION REQUIRED BETWEEN A WATER LINE AND ALL PORTIONS OF THE ONSITE SEWAGE SYSTEM; EFFLUENT TRANSPORT LINE, TANKS, TREATMENT AND DISPOSAL COMPONENTS. 5.) ALL COMPONENTS OF THE SEPTIC SYSTEM (PRIMARY & RESERVE AREAS)ARE TO BE COMPLETELY PROTECTED FROM SOIL COMPACTING ACTIVITIES; INCLUDING BUT NOT LIMITED TO VEHICULAR TRAFFIC OR MECHANICAL DISTURBANCE. 6.) A MINIMUM OF 10' MUST BE MAINTAINED BETWEEN BUILDING FOUNDATION AND EDGE OF DISPOSAL COMPONENT& RESERVE AREA. SOUTH WESTERLY FOUNDATION TO BE NO MORE THAN 44' FROM SOUTH WESTERLY PROPERTY LINE. 7.) 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. 8.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator). 9.) 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. 10.) An Engineered Stowmater Plan been submitted and approved by the Decent of Community Development. Once t e subject permit has been issued the applic t 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. 11.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 12.) Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk(or salvage)yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile wrecking yards and junk(or salvage) yards. In no case, shall any such junk motor vehicles be stored in a critical area. 13.) The road approach permit(RAP04-00210) must be inspected and finaled by the Jefferson County Department of Public Works prior to the final inspection/certificate of occupancy of this residence. Contact Terry Duff, Department of Public Works at 360-385-9159 for the final road approach inspection. 14.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 15.) The building height is not to exceed 35 feet. 16.) Minimum setback from South Piont Road right-of-way shall be 20 feet. Minimum side yard setbacks shall be 5 feet. Minimum setback from top of shoreline bank is 30 feet. However, the approved site plan dated March 5, 2009 identifies a setback of 136 feet to the house foundation. 17.) Exterior lighting for residential uses shall not exceed twenty feet(20') in height from the finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 18.) Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from outside the boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way. 19.) Residential developers and individual builders shall be required to preserve shoreline vegetation and reduce the associated risk of erosion during construction and any future activity which may impact the stability of the shoreline. Map Output Page 1 of 1 • 110 ArcIMS HTML Viewer Map C003? ), g9%00036 ,711 xx woo)14 '41arsrsr")(101„3. Legend 99664XVIt M Selected feaiures JC Roads Vseer,)030 Parc/els-1i Boundaries r2'0:ArY.2 ssi6tir:/002.9 o ,Olottost` Cost, , ED ge-Sttb&X,P, opo t(IX)27 Wfsezt<X326 '49,-,60002.5 9'4,66rYY,138 SiVekertraz.2 #4;rat xa,4oi „ttoo oil Cost,,.a-vt, 5otet es, 0966,,:m.22 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 Jan 28 16:15:03 2009 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName—ovmap&ClientVersion=4.... 1/28/2009 621 Sheridan St, Port Townseo WA 98368 to 571 S Point Rd, Port Luaw, WA 98365 ... Page 1 of 1 Directions to 571 S Point Rd, Port 00 ie Ludlow, WA 98365 Maps ' 22.0 mi—about 38 mins • Save trees.Go green! Download Google Maps on your phone at google.com/gmm 4 i 621 Sheridan St, Port Townsend, WA 98368 1. Head south on Sheridan St toward W Sims Way/WA-20 go 0.1 mi total 0.1 mi 0 2. Turn right at W Sims Way/WA-20 go 3.1 mi Continue to follow WA-20 total 3.2 mi About 6 mins 0 3. Slight left at Airport Cutoff Rd/WA-19 go 14.2 mi Continue to follow WA-19 total 17.3 mi About 23 mins i, 4. Turn left at WA-104 go 2.1 mi About 3 mins total 19.4 mi $' 5. Slight right at S Point Rd go 1.6 mi About 4 mins total 21.0 mi 6. Slight left to stay on S Point Rd go 1.0 mi Destination will be on the right total 22.0 mi About 2 mins 1p571 S Point Rd, Port Ludlow, WA 98365 These directions are for planning purposes only. You may find that construction projects, traffic, weather, or other events may cause conditions to differ from the map results, and you should plan your route accordingly. You must obey all signs or notices regarding your route. Map ©2009 Tele Atlas ap data 0 9 , http://maps.google.com/maps?f=d&source=s_d&saddr=621+SHERIDAN+ST,+PORT+T... 1/28/2009