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HomeMy WebLinkAboutBLD2008-00481 MLA08-013;'� UILDING PERMIT APPLIC�ON Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 BLD08-00481 Received Date: 11/13/2008 PERMIT #:SITE ADDRESS: 1190 E LUDLOW RIDGE RD PORT LUDLOW, 98365 OWNER: NILS E PEDERSEN TRSTEE PHONE: JOYCE L FRANCIS TRUSTEE 5830 HILL ST PORT TOWNSEND WA 98368 Lot: 2 SUBDIVISION: Block: PARCEL NUMBER: 821104007 Section: 10 Township: 28 N Range: 01 CONTRACTOR: CRANSTON CONSTRUCTION PHONE: 379-2730 30i-2390 PO BOX 944 PORT HADLOCK WA 98339 Contractor's License CRANSCC070J7 Expires 4/24/2010 REPRESENTATIVE: RANDY CRANSTON PHONE: (360) 379-2730 PO BOX 944 PORT HADLOCK WA 98339 PROJECT DESCRIPTIOD NEW SFR W/ HEATED BASEMENT, ATTACHED HEATED SHOP & UNHTD GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 2,108 VALUATION - 15;9vU.00`i ', ` ADD'L: HEAT TYPE: RAD CODE EDITION: 2006 HEAT BASE: 1,943 HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: 279 SHORELINE: CONST TYPE: 5N GARAGE: 650 SETBACK: CONST TYPE: DECK: H BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: OTHER BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 3 Prop: 3 Total: 3 Total: 3 Routing Date: Oj) I 1 I k 3 (0(a Type Amount Paid Bv: Date: Receipt: /� e Ec, Permit $3,637.50 AMS 11/13/08 102974 /�ptprfl ( Plan Check $2,364.37 AMS 11/13/08 102974 DECd3 2008 State Building Code $4.50 AMS 11/13/08 102974 Jefferson County Planninc Potable Water Application $59.00 AMS 11/13/08 102974 & Building Department Total: $6,065.37 Jefferson County Building Divia Permit NumberSLD08-00481 Applicant: PEDERSEN TRSTEE BUILDING PERMIT INSPECTION APPROVALS %pplicable Code: 2006 International 3uilding Codes ro 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 ✓ Minimum setback from East Ludlow Ridge Road right-of-way shall be 20 feet. Minimum north and south(side)yard setbacks shall be 5 feet. Minimum setback from OHWM is 270 feet. Erosion Control I/r4 leg /' 1 SEE CONDITIONS 3 &4. Foundation Footing .,l Footing Drains PN.PSE S(116,5e) CK 0/r 4/09 Afr 7-4 3�,�7��`�- ;XI -(°6( p Foundation Stem Wall /�/ el� 4 d 17/�'/ 4Y 'NASE dl� °��� G4- Underground Plumbing /0 `/ Under Floor Framing Straps(hold downs) Ext. Shear Wall Nailing Rough-in Plumbing Framing bk-Ill RA-Fems Airseal Insulation: Walls 144 W 4ct.5 Insulation: Floors 8— -CR ~4— Insulation: Ceiling rae9'731 AAA 1414-4 Int. Shear Wall Nailing Wallboard Nailing 1 ,3„1 Gas Line: Interior d 1 Gas Line: Exterior Propane Tank Vk `�67 Heat/Chimney Clearance Drywell/Alt Drainage 12_6 SEE CONDITIONS I &2. Address Posted 12i°�/. .40R C40140P /isc,L- 2/u/,1 /A(PEouie Pr65 Zlzsl y d- 4Zv a"-q 13 Of 433' FINAL INSPECTION FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • . CONDITIONS for Building Permit# :BLD08-00481 1.) DESIGN CRITERIA FOR SPLASHBLOCKS: A VEGETATED FLOWPATH OF AT LEAST 50 FEET SHOULD BE MAINTAINED BETWEEN THE DISCHARGE POINT AND ANY PROPERTY LINE, STRUCTURE, STEEP SLOPE, STREAM, WETLAND, LAKE, OR OTHER IMPERVIOUS SURFACE. SENSITIVE AREA BUFFERS MAY COUNT TOWARD FLOWPATH LENGTHS. A MAXIMUM OF 700 SQUARE FEET OF ROOF AREA MAY DRAIN TO EACH SPLASHBLOCK. A SPLASHBLOCK OR A PAD OF CRUSHED ROCK (2 FEET WIDE BY 3 FEET LONG BY 6 INCHES DEEP) SHOULD BE PLACED AT EACH DOWNSPOUT DISCHARGE POINT. NO EROSION OR FLOODING OF DOWNSTREAM PROPERTIES MAY RESULT. FOR SITES WITH SEPTIC SYSTEMS, THE DISCHARGE POINT MUST BE DOWNSLOPE OF THE PRIMARY AND RESERVE DRAINFIEED AREAS. 2.) 2005 DOE STORMWATER MANUAL DRYWELL DESIGN CRITERIA ALL INFILTRATION SYSTEMS SHOULD BE AT LEAST 10 FEET FROM ANY STRUCTURE, PROPERTY LINE, OR SENSITIVE AREA. FOR SITE WITH SEPTIC SYSTEMS, INFILTRATION SYSTEMS MUST BE DOWNGRADIENT OF THE DRAINFIELD UNLESS THE SITE TOPOGRAPHY CLEARLY PROHIBITS SUBSURFACE FLOWS FROM INTERSECTING THE DRAINFIELD. DRYWELL BOTTOMS MUST BE A MINIMUM OF 1 FOOT ABOVE SEASONAL HIGH GROUNDWATER LEVEL OR IMPERMEABLE SOIL LAYERS. EACH DRYWELL MAY SERVE UP TO 1000 SQUARE FEET OF IMPERVIOUS SURFACE FOR EITHER MEDIUM SANDS OR COURSE SANDS. TYPICALLY DRYWELLS ARE 48 INCHES IN DIAMETER (MINIMUM)AND HAVE A DEPTH OF 5 FEET (4 FEET OF GRAVEL AND 1 FOOT OF SUITABLE COVER MATERIAL). FILTER FABRIC (GEOTEXTILE) MUST BE PLACED ON TOP OF THE DRAIN ROCK AND ON TRENCH OR DRYWELL SIDES PRIOR TO BACKFILLING. SPACING BETWEEN DRYWELLS MUST BE A MINIMUM OF 4 FEET. 3.) CONSTRUCTION ENTRANCES SH/BE STABILIZED WHEREVER TRAFFIC 1110 L BE LEAVING A CONSTRUCTION SI-I AND TRAVELING ON PAVED ROADS 0 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. 4.) IF A SILT FENCE IS REQUIRED, IT SHALL BE INSTALLED BETWEEN THE TOP OF THE BANK AND THE PROPOSED STRUCTURE AND ANY STEEP SLOPES PRIOR TO ANY LAND DISTURBING ACTIVITY. THE MINIMUM HEIGHT OF THE TOP OF SILT FENCE SHALL BE 2 FEET AND THE MAXIMUM HEIGHT SHALL BE 2 1/2 FEET ABOVE THE ORIGINAL GROUND SURFACE. THE SILT FENCE SHALL BE BURIED IN A TRENCH TO A MINIMUM DEPTH OF 5 INCHES BELOW THE GROUND SURFACE. THE TRENCH SHALL BE BACKFILLED AND THE SOIL TAMPED IN PLACE OVER THE BURIED PORTION OF THE SILT FENCE, SUCH THAT NO FLOW CAN PASS BENEATH THE FENCE AND SCOURING CAN NOT OCCUR. ANY DAMAGE TO THE SILT FENCE SHALL BE REPAIRED IMMEDIATELY. SEDIMENT DEPOSITS SHALL EITHER BE REMOVED WHEN THE DEPOSIT REACHES APPROXIMATELY ONE-THIRD THE HEIGHT OF THE SILT FENCE, OR A SECOND SILT FENCE SHALL BE INSTALLED. 5.) The water line and sewer line crossing shall comply with the approved waiver request and the DOE Criteria for Sewage works. All other portions of the waterline shall be 10' from the wastewater system. 6.) To help prevent seawater from intruding landward into underground aquifers, all new development activity on Marrowstone Island, Indian Island and within 1/4 mile of any marine shoreline shall be required to infiltrate all stormwater runoff onsite. 7.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator). 8.) Critical Aquifer Recharge Areas may require special protection measures to mitigate water quality degradation. The submitted proposal does not requi-e 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.) The applicant shall fully adhere to all conditions and requirements of the eagle habitat management plan signed December 2, 2008. 10.) A Stormwater Management& Mitigatelan has been submitted and approved b Department of Community Development. Once the subject permit has been issued ne 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. 11.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 12.) Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk (or salvage) yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile wrecking yards and junk (or salvage) yards. In no case, shall any such junk motor vehicles be stored in a critical area. 13.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 14.) 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.) 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. 17.) 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. 18.) Minimum setback from East Ludlow Ridge Road right-of-way shall be 20 feet. Minimum north and south (side) yard setbacks shall be 5 feet. Minimum setback from OHWM is 270 feet. • PEDERSEN-FRANCIS STORMWATER MANAGEMENT & MITIGATION PLAN MLA#: MLA08-273 Case#: TBD Parcel#: 821 104 007 AP Pico V ED Tax 8, Parcel 2 �/O` Sec. 10, Twp. 28 No., R. 1 East 1 1�f� STORM WATER PLAN 1190 Ludlow Ridge Road, Port Ludlow, WA 9836df1P1[t� 3Z�OB Property r ers: Nils Pedersen&Joyce Francis, Trustees Q4 p DEC 2 2 2u0o Pedersen Living Trust y 5830 Hill Street JEFFERSO ich UNT Port Townsend, WA 99368 DEPT.OFC FtT SIGNATURE: �lIAI��U scope 111P1 roj' The project is the construction of a one-story single-family residence with daylight basement and attached garage and shop on an existing cleared area of a 3.8 acre waterfront lot in Port Ludlow. It is the owner's intent and responsibility to provide this plan for stormwater management on the subject site, during demolition,construction,and long-term systems maintenance. Soils Data Source of data is the Soil Survey of Jefferson County Area, Washington, U.S. Dept. of Agriculture, Soil Conservation Service. The principal upland soil type for the subject residential site is"Cassolary Series" sandy loam, [CfC]. Secondarily, at an easterly slope transition at the 250 foot elevation, there is the "Cassolary Series " [Cfd] sandy loam soil series. Lastly, further east and down-slope is the "Kitsap Series"silt loam [KtE] soil series,proceeding to the shoreline. The Cassolary soil series on the upland terrace is a soil that is well drained. Permeability is moderately rapid at 2 to 6 inches per minute. Runoff is slow to medium, and the hazard of water erosion is slight to moderate. Shrink-swell potential is moderate.Frost action potential is slight for this soil type. Project Overview 1. Describe the proposed developed conditions of the site. Indicate position and relative size of proposed improvements on the site map. The project is to construct a one-story single-family residence with daylight basement and attached garage and shop on an existing cleared area of a 3.8 acre waterfront lot in Port Ludlow. The lot is served by "East Ludlow Ridge" County road, with 664 feet road frontage, and an average lot depth of 753 feet, leading to the Puget Sound waterway. The site structure and roadway impervious surface total of 9,664 square feet falls within the "Large" Project" impervious surface requirements under the Washington State Stormwater Management Manual for Western Washington. "BMP"refers to 'best management practice"stipulations therein. Existing Conditions Summary 2. Describe the existing topography.Indicate contours on the site map. The residence site is essentially a flat landscape for the homesite. There is a thirty-foot transition from the County road of thirty feet traversing the west 400 feet of the subject property. From there the property then slopes to the east down to the top of the bank some 26 feet in elevation over the next easterly 120 feet, to the top of the bank. The balance of some 140 feet leads easterly down to the waterfront. Stormwater : 14 Pedersen-Francis Stormwater Mgmt Plan 11/9/2008 Required • • • 3. Describe the existing vegetation.Indicate native vegetation areas on the site map. The site is predominately third order growth, with a Douglas Fir, Spruce,Cedar, Maple, and Alder trees within the subject site. First, second and third order vegetative under-story is present. The site has a previously cleared area in the central portion, which is where the subject project will take place. 4. Describe the existing soils.Indicate soil type on the site map. The principal upland soil type for the subject residential site is "Cassolary Series" sandy loam, [CfC]. Secondarily, at an easterly slope transition at the 250 foot elevation, there is the "Cassolary Series " [Cfd]sandy loam soil series. Lastly,further east and down-slope is the "Kitsap Series"silt loam[KtE] soil series,proceeding to the shoreline. The Cassolary soil series on the upland terrace is a soil that is well drained. Permeability is moderately rapid at 2 to 6 inches per minute. Runoff is slow to medium, and the hazard of water erosion is slight to moderate. Shrink-swell potential is moderate. Frost action potential is slight for this soil type. 5. Describe the existing site hydrology (i.e., drainage; behavior of water on the site — above, below, and on the ground). Indicate existing storm water drainage to and from the site on the site map. Depict separate drainage basins on the site map,if applicable,and indicate acreage of each. Existing drainage is predominately through absorption and transpo-evaporation, as the residential site is predominately flat terrain, with grass ground cover. There are no off-site migrations to or from the subject property. The site soils allows for performance-based design from Vol. III, Hydrologic Analysis, Flow Control BMP's, Figure 3.7 "Typical Downspout and Splash-block Dispersion", due to a greater than fifty [50] foot minimum vegetative flow path to any property line. The proposed project has a minimum of seven [7]downspouts. 6. Describe any excess levels of noise generated by the proposed use or activity. The proposal is for the construction of single-family residence and only the typical accessory uses associated therewith. This property is a large parcel, which inherently provides large property setbacks. Coupled with the lack of populated properties in the area, excess noise is not a factor. 7. Describe significant geographic features and critical areas (i.e., environmentally sensitive areas such as wetlands,streams,steep slopes,etc.)on the site.Indicate location on the site map. None are known by applicant for the subject property. The easterly "hillside" sloping to the beach is heavy forest and vegetation, with no known trees with significant "bowing" due to ground movement, therefore, a stable hillside is assumed 8. Describe the general vicinity of the site, including adjacent land uses and structures, utilities, roads,and sensitive/critical areas(streams,wetlands, lakes,steep slopes,etc.). Adjacent properties consist of single-family residences nestled in amongst trees and served by a single gravel road, with utility services of power and telephone. No sensitive or critical areas have been determined for this immediate area as none is shown for this parcel from the Jefferson County "Jmap" for indication of an "environmentally sensitive area"map designation. Pedersen-Francis Stormwater Mgmt Plan 11/9/2008 2 • • Permanent Storm water Control Plan This portion of the Storm water Site Plan consists of the selection and installation of the appropriate storm water control BMP's and facilities to remain in place after construction of the project is completed. "Large" size projects are required to have the totals calculated of all impervious surfaces, pollution- generating impervious surfaces, and pollution-generating pervious surfaces to verify that the thresholds for treatment facilities and flow control facilities are not exceeded. Please see "Master Permit Application" submittals for these calculations. 9. Describe the developed site hydrology, as proposed. Indicate whether storm water will be fully dispersed or, if not, what types of storm water flow control will be utilized for the site or specific threshold discharge areas within the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. Existing drainage is predominately through absorption and transpo-evaporation, as the residential site is predominately flat terrain, with grass ground cover at the existing cleared area in the central portion of the site. The remaining areas of the site consist of third order growth. There are no off-site migrations to or from the subject property. The site soils allows for performance-based design from Vol. III, Hydrologic Analysis, Flow Control BMP's, Figure3.7 "Typical Downspout and Splash-block Dispersion" due to greater fifty [50]foot minimum vegetative flow path to any property line. The proposed residence/garage/shop has a minimum of seven[7]downspouts. Any downspout found to not be eligible for dispersion via splash-block is eligible for a dispersion system of an infiltration drywell. In such a case, the drywell will be constructed with the performance-based design from Chapter 3 "Flow Control Design" from Vol. III, Hydrologic Analysis, Flow Control BMP's, Figure 3.4 "Typical Downspout Infiltration Drywell", copy attached . [See item 12. below for the design details]. 10. If the project requires the use of storm water treatment facilities, describe the types of storm water treatment facilities proposed for use on the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. [This is normally for large" projects or projects that involve the potential for dispersion of contaminants.] No storm water treatment is necessary for this project as stormwater is controlled consistent with the performance-based stormwater control designs from Vol. III, Hydrologic Analysis, Flow Control BMP's. 11. Describe the performance goals and standards applicable to the project. All storm water is managed so as to not create erosion or on-site/ off-site migration impacts, and definitely without migration, since on-site stormwater is controlled consistent with the performance- based stormwater control designs from Vol. III, Hydrologic Analysis, Flow Control BMP's. Pedersen-Francis Stormwater Mgmt Plan 11/9/2008 3 • • 12. Describe the flow control system. Existing drainage is predominately through absorption and transpo-evaporation, as the residential site is predominately flat terrain, with grass ground cover. There are no off-site migrations to or from the subject property. The site soils allows for performance-based design from Vol. III, Hydrologic Analysis, Flow Control BMP's, Figure 3.7 "Typical Downspout and Splash-block Dispersion" due to greater fifty [50]foot minimum vegetative flow path to any property line. The proposed project has a minimum of seven [7] downspouts. Any downspout found to not be eligible for dispersion via splash-block is eligible for a dispersion system of an infiltration drywell In such a case, the drywell will be constructed with the performance-based design from Chapter 3 "Flow Control Design" from Vol. III, Hydrologic Analysis, Flow Control BMP's, Figure 3.4 "Typical Downspout Infiltration Drywell". The drywell infiltration system is designed to be at least 10 feet from any structure, property line, or any newly identified sensitive area or steep slope. The infiltration system drywell will not be up gradient of the existing drainfield since the site topography is flat and essentially prohibits subsurface flows from intersecting the drainfield. The drywell bottom will be a minimum of one foot above the seasonal water table, since that table is greater than five[5]feet. The drywell is projected to be 48-inches in diameter and have a depth of five feet[four feet of gravel and 1 foot of suitable cover material]. Filter fabric [geo-textile] will be placed on top of the drain rock and on the drywell sides prior to backfilling. Conveyance piping from the downspout to the drywell will be the performance-based design from "Figure 3.4."BMP. 13. Describe the water quality system. None is proposed or required of this proposal. 14. Describe the conveyance system analysis and design. The soil logs for the proposed septic tank and drainfield and reserve area preliminarily indicate a soil type that is a "sandy loam" which supports the U.S. Dept. of Agriculture, Soil Conservation Service soil types. This allows for performance-based design from Vol. III, Hydrologic Analysis, Flow Control BMP's, Figure3.7 "Typical Downspout and Splash-block Dispersion" Further, this site allows for the performance-based design from Vol. III, Hydrologic Analysis, Flow Control BMP's, Figure3.4 "Typical Downspout Infiltration Drywell", if such are found to be necessary or beneficial in lieu of splash-blocks. Pedersen-Francis Stormwater Mgmt Plan 11/9/2008 4 • 15. Describe the source of fill material; physical characteristics of fill material,and deposition of excess material. House foundation excavation material will be re-deposited around subject residence, and back-graded to form a slope away from the residence. This material may be augmented with planting soils. Site excavation material would provide for foundation backfill, leveling for the yard, and landscaping at the perimeter of the foundation, at a minimum, and is estimated at 162 yards. 16. Proposed methods of placement and compaction consistent with the applicable standards in the International Residential Code,2006 Edition. It is estimated that 620 cubic yards will be excavated for the crawl area and foundation. An excavator will provide the primary removal, and trucks will transport excess soil off-site to a yet to be determined location after back-fill for foundation backfill, leveling for the yard and landscaping at the perimeter of the foundation, at a minimum, and is estimated at 162 yards. Road construction will meet the minimum standards for emergency services delivery established by Jefferson County, with a minimum 70,000 pound load-bearing capacity. Heavy machinery use will provide primary spreading and compaction, normally with the use of a backhoe. Foundation excavation could involve a bulldozer or excavator. A backhoe will likely complete the installation of the septic tank and drainfield. 17. Describe the proposed surfacing material. Yard area around the house will be seeded with grass and contain traditional landscaping plantings. Road surface will consist of crushed rock from Fred Hill Materials site. Impervious surfaces such as driveway aprons will consist of exposed aggregate concrete, or owner's choice of impervious finish. 18. Describe methods for restoration of the site. Reforestation is not required. Trees need to be removed from the owner's property to site the new construction have been identified for the Washington State Fish & Wildlife Department agreement. Please see the project site plan for identification of proposed tree removal. 19. An Operation and Maintenance Manual is required for each flow control and treatment facility. [This is normally required for "large" projects only and only those for which facilities are required to control flow or treat runoff.] If included,list the Manuals here. Not applicable for this proposal. 20. List here and include any special reports or studies conducted to prepare the Storm water Site Plan. Soil logs of record[Per field survey of 8-8-071 for applicant's septic tank and drainfield and reserve area currently under review by Jefferson County. The project blueprints provide impervious surface data. 21. List other necessary permits and approvals as required by other regulatory agencies. If those permits or approvals include conditions that affect the drainage plan or contain more restrictive drainage-related requirements,describe those conditions or restrictions here. MLA permit from Jefferson County[MLA08-273] Septic Tank&Drainfield, and Building Permit From Jefferson County Nesting Eagle Area [Offsite]agreement with the Wash. St. Fish& Wildlife Dept. Pedersen-Francis Stormwater Mgmt Plan 11/9/2008 5 ! • CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN(SWPPP) The Construction SWPPP addresses sediment and erosion control during construction. The BMP's indicated by the applicant in the template that follows must be installed on the ground during all construction phases of the project. The proponent is responsible for preventing sediment and erosion impacts to environmentally sensitive areas and off-site areas. Consult the Construction Storm water Pollution Prevention(SWPP) Best Management Practices(BMP's)Packet for guidance, particularly with rural residential development. SECTION I-CONSTRUCTION SWPPP NARRATIVE 1. Construction Storm water Pollution Plan Elements. Describe how each of the Construction SWPPP elements has been or will be addressed. Identify the type and location of BMP's used to satisfy the required element. If an element is not applicable to the proposal,justification is provided. Required Elements-Construction SWPPP: a. Mark Clearing Limits. Minimize limit of land clearing to the residential site only, and marking [flagging] equipment operation zones. b. Establish Construction Access. Via the existing driveway, machinery will not require a formal construction access. Wash-down of vehicle tires on-site will further control such occurrence during wet days. c. Control Flow Rates. BMP C121 "Mulching" may be implemented to filter any and all downhill water flow, and thus stabilize the flow rate. d. Install Sediment Controls. While limiting the cleared area for construction, the applicant will install a silt fence at the west side of the construction site to prevent migration during construction, per BMP C233. e. Stabilize Soils. The applicant proposes to use BMP C121 "Mulching" to stabilize exposed soils that are subject to erosion, where applicable, but mostly on the west side of the project. f. Protect Slopes. The subject property will not involve slopes, as the construction area is relatively flat. g. Protect Drain Inlets. None required for this project. Pedersen-Francis Stormwater Mgmt Plan 11/9/2008 6 • h. Stabilize Channels and Outlets. No temporary or permanent on-site channels or ditches exist or are to be created to control runoff However, since the proposal consists of a crawl-area grade that is below the finished grade outside of the foundation, in the event of water retention, a small channel would be created during construction to allow drainage of the foundation excavation which will likely require the use of BMP C209 and mulching BMP C121 until foundation backfill is completed. i. Control Pollutants. No vehicle or machinery maintenance is to be allowed on-site over impervious surfaces, and contractor's equipment will be required to not exhibit hydraulic oil or fuel leakage prior to storage or use on the site. j. Control De-Watering (the act of pumping groundwater or storm water away from an active construction site). Since the proposal consists of a foundation "crawl"grade that is below the finished grade outside of the foundation, in the event of water retention, a small channel may be created during construction to allow drainage of the foundation excavation which will likely require the use of BMP C209 and mulching BMP C121 until foundation backfill is completed k. Maintain Best Management Practices(BMP's). The owner or owner representative is to supervise contractors to insure that BMP's are maintained to their respective functional design. 1. Manage the Project. Construction is to be phased to prevent transport of water runoff or sediment, and limiting work during wet conditions where there may be a negative impact. 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance(e.g., streams, lakes, wetlands,residential areas,roads). None to be affected b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). The proposed project will not result in or create off-site/downstream drainage paths. 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the site. None known to applicant, and none is shown for this parcel from the Jefferson County "Jmap"for indication of an "environmentally sensitive area"map designation. b. Description of special requirements for working in or near environmentally sensitive areas. None required at this time, as there is none shown for this parcel from the Jefferson County "Jmap"for indication of an "environmentally sensitive area"map designation. Pedersen-Francis Stormwater Mgmt Plan I1/9/2008 7 4. Erosion Problem Areas. Description of potential erosion problems on site in the context of the characteristics of the on-site soils (e.g., erodibility, settle ability, permeability, depth, texture, soil structure). Analysis of soil characteristics and topography of this site coupled with the proposed project scope do not indicate any erosion problem potential. 5. Construction Phasing. a. Construction sequence The applicant is to mark clearing limit area, establish construction access,foundation excavation, install proposed BMP's per plan, construct project, and then implement the permanent plan. b. Construction phasing(if proposed) Project to be started and completed within six months. 6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). a. Provide a proposed construction schedule. Begin project in Fall of 2008, and conclude by Spring of 2009 b. Wet Season Construction Activities. 11 Proposed wet season construction activities. None anticipated beyond attempting to keep materials dry, and reduce the incidence of mud. 2] Proposed wet season construction activities for environmentally sensitive areas. Not applicable for this proposal. 7. Financial/Ownership Responsibilities. a. Identify the property owner responsible for the initiation of bonds and/or other financial securities. The property owners of record. b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts. The building permit process and site inspection sequence is to be conducted by Jefferson County, with back-up measures by the owner as part of owner's risk management for the project. 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following, if applicable. a. Sediment Ponds/Traps: Not applicable b. Diversions: Not applicable c. Waterways: Not applicable d. Runoff/Stormwater Detention Calculations: Not applicable Pedersen-Francis Stormwater Mgmt Plan 11/9/2008 8 • s SECTION II-EROSION AND SEDIMENT CONTROL PLAN Sediment and erosion control measures are depicted on the master land use application and building permit plot plan, a stormwater site plan, and/or a separate Construction SWPPP site plan. Stormwater Site Plan Changes Changes or revisions to the originally approved Stormwater Site Plan: any proposed revisions will be submitted to DCD prior to construction. The submittal shall include substitute pages that include all proposed changes, revised drawings showing any structural changes, and any other supporting information that explains and supports the reason for the change. Final Corrected Plan Submittal If the project were to include construction of conveyance systems, treatment facilities, flow control facilities, or structural source control BMPs [not standard on-site Stormwater management BMP's], the applicant will submit a final corrected plan ["as-builts"] when the project is completed. These would be engineering drawings [stamped by a licensed civil engineer] that accurately represent the project as constructed. APPLICANT SIGNATURE By signing this Construction SWPPP Plan, I/We as the applicant/owner[s] attest that the information provided herein is true and correct to the best of my/our knowledge. l/We also certify that this application is being made with the full knowledge and consent of all owners of the affected property. aace S Nils E. Peders ,Joyce L. Francis, Applicants/Owners [&DATE] Pedersen-Francis Stormwater Mgmt Plan 11/9/2008 9 .¢'gON CO 0 1.,4.:.,.11 , ,' j-.. In\ r, JEFFERSON GuUNTY ti� DEPARTMENT OF COMMUNITY DEVELOPMENT hIQV 1 200g `� 621 Sheridan Street• Port Townsend •Washington 98368 360/379-4450 • 360/379-4451 Fax rrr' 4 �p www.co.jefferson.wa.us/commdevelopment tiLr ft,tS "m GUI HIN i�rd I}'D CD Master Permit Application MLA: D8 - 273 Project Description(include separate sheets as necessary): s44/eoz..e* A,4,w 4r ,ees/oE.vice ArAminAiED S#/Or?F.c4e" Tax Parcel Number: B2/ • /04 • ea?. Property Size: .7:8 4C.ees (acres/square feet) Site'Address and/or Directions to Property: //90 - voI0b4/ g/ocV,E ,2040 Property Owner(s)of Record: /V/I.3 PE'DEES'EN e c./DYCE FR,QN'C/S, TX2v.STEES Telephone: Fax: email: Mailing Address: 5;630 ,e,//e L ST. , A2, P VM//VSEND, /q/A 9 836 8 • Applicant/Agent(if different from owner): ,€.4NDY CIZ.4NS7'O./4/ Telephone: 360 • 379 •.2730 Fax: email: Mailing Address: What kind of Permit?(Check each box that applies IlltBuilding 0 Critical Areas Stewardship Plan ❑ Demolition Permit 0 Variance(Minor, Major or Reasonable Economic Use) W Single Family IIP Garage Attached/Detached 0 Conditional Use[C(a),C(d),or C]** ❑ Manufactured Home 0 Modular 0 Discretionary"D"or Unnamed Use Classification ❑ Commercial* 0 Special Use(Essential Public Facilities)** ❑ Change of Use ❑Boundary Line Adjustment ❑ Address 0 Road Approach ❑Short Plat** ❑ Home Business 0 Cottage Industry 0 Binding Site Plan** ❑ Propane 0 Long Plat** ❑Sign 0 Planned Rural Residential Development(PRRD)/Amendments** ❑Allowed"Yes"Use Consistency Analysis 0 Plat Vacation/Alteration** ❑ Stormwater Management ❑Shoreline Master Program Exemption/Permit Revisions** ❑Site Plan Approval Advance Determination(SPAAD)* ❑ Shoreline Management Substantial Development** ❑Temporary Use 0 Shoreline Management Variance ❑Wireless Telecommunication* 0 Comprehensive Plan/UDC/Land Use District Map Amendment 0 Forest Practices Act/Release of Six-Year Moratorium 0 Jefferson County Shoreline Master Program Amendment *May require a Pre-Application Conference- 0 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 •e•4 Y CK.4NSTD/✓ to act as my agent in matters relating to thhis pplica'on for permit(s). OWNER SIGNATURE i� ( ! ` \,, Date: �3 r • By signing this applicatio 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 re. ired later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the ap.' in that he or sl- tlants pro notice. Signature: ia.,.., GL- Date: _ 3 dO The action or .•ions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transfop esponsibility fo dherin and complying with the ESA. The Applicant has read this disclaimer nd sign and dates it below. Signature: £-L . j/ Cl -�, Date: // / 3 0 S / a r.\n.....:.4- ,.e.\1414,4w-1D 1,Kit/fit\nun Prmikge I....«..D,._:..__t.__..__ r nn no 0 BUILDER STATEMENT ill The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the responsibility of the General Contractor for the proposed project. Signature: Date: 4 GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAx: C e A ivS?"l/V C T ' U C 7"lO ,' ?, ( ) ( ) MAILING ADDRESS: ..2 767 1-G d 1 P 77 EMAIL: CONTRACTOR'S LICENSE WAINS G Ra.VSGO .7 NUMBER NUMBER: � �O3 `' ARCHITECT/ENGINEER: a)1 A A . L//v pis,�,�1� PHONE )4S2•�p/l6 FAx: )1S2-7064 MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: Shoreline: ' Type of Sewage Disposal: P New P Wood Existing: -r 1 0 Sewer ❑ Addition 0 Steel Proposed: 2.5- Bank ❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: 2.5 Height: ! Individual System 0 Repair Li Masonry SEP Permit# ❑ Demolition ❑ Other: Bedrooms: Water Supply: Existing: tIP' Setback: ❑ Private well ❑ Two Party Type of Heat: Proposed: .3 275 I 1 Public Total: _�l Name of System: hr,r'.YClYl r r ' If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: / Proposed: / Number of ADA Parking Spaces: V Number of occupants(includes owners,tenants,employees,etc) Current / Proposed , / IBC Occupancy: / IBC Type of construction: / Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: i Underground Tank Gov round Tany Size of Propane Tank: -Z''p G 1 Heat Stove i Cook Stove i Woodstove i Fireplace Insert i Hot Water Tank i Pellet Stove i Other Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines, tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. t a. t ��'' 2e t s t y*j,,?:-. +aa w,y T. Sra:fai, %e# » n:�`}.�: Square Footage Current Proposed rce , ,x 5gt1t >_:. VJs , .. Main Floor Heated 2 iO8 ,. EH Bld App Review: - 00 , k r ,L, 2�Floor Heated Consistency Review: 1' '° 4,,, Other Heated 7 . . Base fee Js/o 2T% �j ,r 341c Co 3i , 50 MIMI Mezzanine Additional Section: -Heated Basement Plan Check fee: t Unheated Basement '"` State Surcharge fee: 5/.l Other Unheated Pot Water Review fee: 15 O b Garage/Carport SUBTOTAL J `. vnheoAtCA 6S0 tte,SC� C43a . 3� �� .�� Decks 911/Rd Approach fee: Other ,t• TOTAL: $ 3 ab,3-71)J ( l ,41 -f Receipt Number: 41 C 1 L Lj �3Cash/Check Number: 3a /y ESTIM�COST(RE ED) / Date: 11 I I O5� .Fair market value of all labor and to j foundation to finish -� ( $�-8�/© ` t� 1��(� Initials: i G:\PermitCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc k. ). H. 5Z 3id1� _ _ 11,,r. ...--- __---i . , cirri "'---..J `\ z(f) Q� `l O _ N ° 1 - 2 a ,-, Zus a: Pk I yr _, 4 cov e:-,, A N. 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R- 1 \ /- / \ - 1 0N 1 h--�'' 0 0. \ tr_ ai\_____ �QV / y / `- - �4aZi lL 1U O!-- I cDn C�sSl W 11-fi ,• . 4-""t ir ( i f a ,f, /FL— )---\54 (,./ L.,i____ _s>4.----N, /i-= t, _ — ii. __ 1 JI ./ C N 1 X • \ W • / Wei oi) �l N>_. // d_ al-antnirCrt) �► i 4v;..? 4__. -,, - � A,Q tu I ..2\ nil 11-r,L Viz eel W \241,____— ___ __ _. s„. ,...., , _ ,_ ,_ , e w i\-- _ EIII \_______ -- -- ---- -___ gill --"\ \----. I 4 h-- 1 \ / 1- w� \ a� /ai C WI CI VW" 2 \ two mW �^ Q awi g \ a off. �iL • t \ \ Z w \ 4 \ [--- , \ k, 77\01 , I „.0 0 _ 1-------t_ , 1, 4 Eli= 2,7, rre.4.1,-4, NtX c z __ — iii - , , ...... , ---4.____ / .__ Sod J 3N11 ,ll dOOd d ,�nn < FL�l WOOD OR O.S.B. SNEAK WALLS I. MAXIMUM SHEAR - 250 PLF, USE 1/2 SHEATING - ONE SIDE OF WALL. NAIL ALL EDGES WITH Sd NAILS AT 6" O.C. FOR FRAMING, USE DF NO2. PROVIDE 1/2" DIAMETER ANCHOR BOLTS AT 32" O.G. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR PLANS. 2. MAXIMUM SHEAR = 315 P.L.F. USE 1/2" SHEATING - ONE SIDE OF WALL, NAIL ALL EDGES WITH Sd NAILS AT 5" O,C, FOR FRAMING, USE DF NO2. PROVIDE 1/2" DIAMETER ANCHOR BOLTS AT 32" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR PLANS. 3. MAXIMUM SHEAR -- 315 P.LF, USE 1/2" SHEATING - ONE SIDE OF WALL, NAIL ALL EDGES WITH 6d NAILS AT 4" O.C. FOR FRAMING, USE DF NO1 PROVIDE 1/2" DIAMETER ANCHOR BOLTS AT 24" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING:/SHEAR PLANS, 5. MAXIMUM SHEAR - 560 F.L.F. USE 1/2" SHEATING - ONE SIDE OF WALL, NAIL ALL EDGES WITH IOd NAILS AT 3" O.G. FOR FRAMING, USE 3X OF NO2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS, PROVIDE 5/8" DIAMETER ANCHOR BOLTS AT 24" O.C. MAXIMUM SPACING AT THE FOUNDATION, FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR PLANS, 6. MAXIMUM SHEAR - 655 P.LF. USE 1/2" SHEATING - ONE SIDE OF WALL. NAIL ALL EDGES WITH IOd NAILS AT 2 1/2" O.C. STAGGERED. FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOF: BOLTS. PROVIDE 5/6" DIAMETER ANCHOR BOLTS AT 20" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR PLANS. 10. MAXIMUM SHEAR - 1;00 P.LF, USE 1/2" SHEATING - BOTH SIDES OF WALL. NAIL ALL EDGES WITH IOd NAILS AT 3" O.C. STAGGERED. FOR FRAMING, USE 3X DF NO2, DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 3/4" DIAMETER ANCHOR BOLTS AT 14" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR PLANS. GENERAL REQUIREMENTS ALL SHEATING EDGES SHALL BE BACKED WITH FRAMING SIZED ACCORDING TO SHEAR WALL SCHEDULE OR 2" NOMINAL BLOCKING. CONNECTIONS BETWEEN ROOF SHEATING AND WALL SHEATING OR BETWEEN UPPER WALL SHEATHING AND LOWER WALL SHEATHING SHALL BE SUCH THAT REQUIRED EDGE NAILING PER SCHEDULE IS CONTINUOUS THROUGH BLOCKING AND WALL PLATES. SPACE IOd NAILS AT 12" O.C. ALONG INTERMEDIATE FRAMING MEMBERS. TWO TIE DOWNS ARE REQUIRED ON UPPER FLOOR WALLS, THE TIE DOWNS SHALL BE BOLTED TO THE UPPER AND LOWER WALL STUDS AND CONNECTED BY THREADED ROD AS PER MANUFACTURER'S RECOMMENDATIONS. +-IOUSE _ C�ARACsE/SHOP ■ DECKS ■ GO�/ERED DECKS ■ 2,10a SF' 931 SF' 552 SF 514 SF FLO SCALH: 1/a" ■ I'-O" NORTH 4 I<si Z W w U� W W a a �D a z �E--i ate, cc W u m v = : x I = u M1• 50 L (:.0::) UJ E FR LEEuEL F SCALE: 1/4" - I'-O" HOUSE - I,ro43 SF POOL ■ 2&0 SF NORTH NOV 13 2008 AffERSON coon OCO W W U1 U A Q � a z v+ 2 1 3 iJ v ` J �i rv��d i 0 A o a) 0 0 ul ti O z 0 �o o� I I Lo Lo It It w co m c') ui o PL, a A-3