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HomeMy WebLinkAboutBLD2006-00686 06- OUILDING PERMIT APPLICA �N MR viewType657 Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD06-00686 Received Date: 12/5/2006 SITE ADDRESS: 1044 BLUE SKY DR OWNER: BERNARD ROSENBERG PHONE: 360-385-2505 LAURA ROSENBERG 1679 JACKMAN ST PORT TOWNSEND WA 98368 DISCOVERY RIDGE PRESERVE SUBDIVISION: Block: Lot: 1 PARCEL NUMBER: 947200001 Section: 19 Township: 30 N Range: 01 W CONTRACTOR: TOLLEFSON BUILDERS INC PHONE: (360) 732-4080 PO BOX 100 CHIMACUM WA 98325 Contractor's License TOLLEBI977N9 Expires 3/15/2007 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP NSFR W/ U/G 500 GAL PROP TANK TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,881 VALUATION 175,000.00 ADD'L: HEAT TYPE: PRO CODE EDITION: 2003 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 OCCUPANCY: UNHEATED: #OF STORIES: CONST TYPE: 5N OTHER: SHORELINE: GARA CONST TYPE: DECKLE 106 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: OTHER BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 1 Prop: 2 Total: 1 Total: 2 Routing Date: Type Amount Paid By: Date: Receipt: A . •or1DVEIJ d/gate Permit $1,413.75 LYK 12/05/06 86899 Plan Check $918.94 LYK 12/05/06 86899 State Building Code $4.50 LYK 12/05/06 86899 MAR (p 2001 Potable Water Application $55.00 LYK 12/05/06 86899 Jefferson County Planning Total: $2,392.19 & Building Department • • CERTIFICATE OF OCCUPANCY Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 (800) 831-2678 PERMIT #: BLD06-00686 SITE ADDRESS: 1044 BLUE SKY DR Issue Date: 03/6/2007 PORT TOWNSEND, 98368 Final Date: 1/7/2008 APPLICANT: BERNARD ROSENBERG PHONE: 360-385-2505 LAURA ROSENBERG 1679 JACKMAN ST PORT TOWNSEND WA 98368 SUBDIVISION: DISCOVERY RIDGE PRESERVE Block: Lot: 1+ PARCEL NUMBER: 947200001 Section: 19 Township: 30 N Range: 01 W PROJECT DESCRIPTION: NSFR W/ U/G 500 GAL PROP TANK (BLD06-00686) THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2003 EDITION. OCCUPANCY GROUP: R-3 TYPE OF CONSTRUCTION: 5N SPRINKLER SYSTEM yes no THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 1/7/2008 I:\F_BLD_Occupancy.rpt 10/29/19 • BUILDING PERMIT • Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD06-00686 Received Date: 12/5/2006 SITE ADDRESS: 1044 BLUE SKY DR Issue Date 3/6/2007 PORT TOWNSEND, 98368 Expiration Date 3/6/2008 OWNER: BERNARD ROSENBERG PHONE: 360-385-2505 LAURA ROSENBERG 1679 JACKMAN ST PORT TOWNSEND WA 98368 DISCOVERY RIDGE PRESERVE SUBDIVISION: Block: Lot: 1 PARCEL NUMBER: 947200001 Section: 19 Township: 30 N Range: 01 W CONTRACTOR: TOLLEFSON BUILDERS INC PHONE: (360) 732-4080 PO BOX 100 CHIMACUM WA 98325 Contractor's License TOLLEBI977N9 Expires 3/15/2009 PROJECT DESCRIPTION: NSFR W/ U/G 500 GAL PROP TANK (BLD06-00686) TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,881 VALUATION 175,000.00 ADD'L: HEAT TYPE: PRO CODE EDITION: 2003 HEAT BASE: HEAT TYPE: OCCUPANCY: R 3 UNHEATED: # OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: SHORELINE: CONST TYPE: DECK: 106 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: PUD Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $1,413.75 LYK 12/05/06 86899 Exist: 0 Exist: 0 Plan Check $918.94 LYK 12/05/06 86899 Prop: 1 Prop: 2 State Building Code $4.50 LYK 12/05/06 86899 Total: 1 Total: 2 Potable Water App ication $55.00 LYK 12/05/06 86899 Total: $2,392.19 Directions to Site: 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 son County Building DivTton Permit Numb BLD06-00686 Applicant: ROSENBERG ,DING PERMIT INSPECTION APPROVALS \pplicable Code: 2003 International Building Codes schedule inspections, call (360)379-4455 no later than 7:00 AM the day of the inspection. rtequests received after 7:00 AM will not be scheduled for that days 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 Erosion Control Foundation Footing g 3M ihZe, Footing Drains Foundation Stem Wall ) Rk6� Nti> (.Z- I` 04" ENS,r4--4- Ft•,Lt FJ`01c;< 4 Underground Plumbing y Straps(hold downs) f_j: 1 2 _ Cj , - r Ext. Shear Wall Nailing . , Rough-in Plumbing Framing Airseal �•, 1.L,-01 Cy ^~ Insulation:Walls Insulation: Floors / - Insulation:Ceiling to-5--tom Int. Shear Wall Nailing ta 1--1.-7 Wallboard Nailing 0 Gas Line: Interior -7 =1.1-07 p Gas Line: Exterior Propane Tank `_4•`w"y .v ..IvIIJ IIIUJI OIJV Lie l.ul Iet,teU. Heat/Chimney Clearance THIS IS NOT A FINAL OCCUPANCY Drywell/Alt Drainage '-_. -0V9211, An inspection has been performed by the Building Division. However,a Final occupancy WILL NOT Address Posted be approved until the septic system is finaled by the Environmental Health Department. pit FINAL INSPECTION �vrJ5 g 1 1- � ( I �N60 S.tPtt _S dkJ°ProJg )-14 08 FINAL INSPECTION MUST BE APPROVED PRIOR TO B ILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • • CONDITIONS for Building Permit# :BLD06-00686 1.) The application was reviewed by the Jefferson County Department of Community Development staff on December 18, 2006 for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following ESAs were confirmed to be present on the subject property: Wetlands. 2.) Buffers are areas that shall be maintained in their natural condition, however, minor pruning or alteration of vegetation may be permitted as long as the function and character of the buffer are not diminished. 3.) Among the native conifer species which may be used in buffers or for re-vegetation include, but are not limited to: Grand Fir(Aibes grandis), Sitka Spruce (Picea Sitchensis), Shore Pine (Pinus Contorta), Douglas Fir(Pseudotsuga Menziesii), Western Red Cedar (Thuja Plicata), and Western Hemlock (Tsuga Heterophylla). Among native tree species which may be used includes: Vine Maple (Acer Circinatum), Big-Leaf Maple (Acer Macrophyllum), Red Alder(Alnus Rubra), Pacific Madrone (Arbutus Menziesii), Quaking Aspen (Populus Tremula), Black Cottonwood (Populus Trichocarpa), Bitter Cherry (Prunus Emarginata), Oregon White Oak (Quercus Garryana), Cascara (Rhamnus Purshiana), Pacific Willow (Saliz Lasiandra), and Scouler's Willow (Saliz Scouleriana). Among the native shrub species which may be used are: Sevice-Berry (Amalanchier Alnifolia), Red Osier Dogwood (Cornus Stolonifera) Salal (Gaultheria Shallon), Ocean Spray (Holodiscus Discolor), Indian Plum (Oemlaria Cerasiformis), Pacific Ninebark (Physocarpus Capitus), Red Flowering Currant (Ribes Sanguineum), Wild Rose (Rosa Nutkana), Swamp Rose (Rosa Pisocarpa), Willows (Salix ssp.), Red Elderberry (Sam bucus Racemosa), Snowberry (Symphoricarpos Albus), Evergreen Huckleberry (Vaccinium Ovatum), Red Huckleberry (Vaccinium Parvifolium). 4.) A setback of 100-feet, measured perpendicularly from the wetland edge, shall be permanently maintained as a buffer. No filling, grading, clearing, or other alteration of the wetland or its buffer is allowed. 5.) Buffer perimeters shall be marked with temporary signs at an interval of one per parcel or every one hundred (100) feet, whichever is less. Signs shall contain the following statement: "Wetland & Buffer- Do Not Remove or Alter Existing Vegetation." 6.) A permanent physical separation along the upland boundary of the wetland buffer area shall be installed and permanently maintained. Such separation can include installing logs, trees, a hedgerow, or any other prominent physical marking approved by the UDC Administrator. 7.) The project shall adhere to the Best Management Practices (BMPs) to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 8.) The applicant is proposing to create or add 8965 square feet of impervious surface and 14234 square feet of land disturbing activities. JCC 18.30.060 and 18.30.070 require the project applicant submit a stormwater plan meeting Minimum Requirements#1 through #10 of the Department of Ecology Stormwater Management Manual for Western Washington. The stormwater plan shall address measures to control stormwater, erosion and sediment during construction and shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 9.) A Large Stormwater Slte Plan has been submitted and approved by the Department of Community Development. Once the subject permit has been issued the applicant shall fully implement the provisions of the submitted plan and contact the Jefferson County Department of Community Development to arrange a schedule to inspect the property for plan compliance. A Certificate of Occupancy will not be issued until the Department verifies plan compliance. No clearing for roadways or utilities shall occur on the project site until clearing necessary for the installation of temporary sedimentation and erosion control measures have been completed. 10.) Jefferson County determined that this proposal is categorically exempt from review under the State Environmental Policy Act(SEPA) pursuant to WAC 197-11-800(1)(b)(i). 11.) The site plan as submitted with the ding permit application on December 5, 2•has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated December 18, 2006 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 12.) This approval is for a single family residence and a detached garage only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 13.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 14.) Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an autormobile wrecking yard or junk (or salvage) yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requriements of JCC 18.20.100, Automobile wrecking yards and junk (or salvage) yards. In no case, shall any such junk motor vehicles be stored in a critical area. 15.) Minimum setback from Blue Sky Drive right-of-way shall be 20 feet. Minimum side and rear yard setbacks shall be 5 feet from the identified building setback line as recorded on the face of the final subdivision. 16.) 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. 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.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 19.) The building height is not to exceed 35 feet. 20.) This parcel has been designated as Rural Residential 1:10 under the Jefferson County Comprehensive Plan Land Use Map effective August 28, 1998. 21.) This parcel was created through the Discovery Rdge Preserve Subdivision under AFN 491110, filed of record November 1, 2004 in Volume 8 of Long Plat, page 28-37 with Jefferson County Auditor's office. 22.) A septic permit(SEP06-00337) was approved on January 26, 2007 for a system of 360 gallons per day. 23.) Blue Sky Drive is a private road (P278). A road approach is not required and an address of 1044 Blue Sky Drive has been assigned to the parcel. 24.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 25.) Wetland buffers as depicted on the face of the plat shall remain naturally vegetated except where the vegetation has been disturbed, invaded by highly undesirable species such as noxious weeds, or would substantially benefit from the increase diversityof introduced species. Where buffer disturbance has occured during construction, replantng with native vegetation shall be required. Minor pruning of vegetation and removal of undesirable species may be permitted by the administrator on a case-by-case basis (Examiner Note: Alder(Alnus Rubra) is a wetland plant.) 26.) Any removal of or major disturbance of soil within the proposed drainfield areas may ceate site conditions that are unacceptable for the installation of sewer disposal systems. • • � � off, JEFFERSONNT COUNTY RI EcifiAv Ih;I1 It � '� �,} DEPARTME OF COMMUNITY DEVELOPMENT I '' "N r` `4 621 Sheridan Street • Port Townsend • Washington 98368 DEC 0 5 2006 360/379-4450 • 360/379-4451 Fax p www.co.jefferson.wa.us/commdevelopment ,,i'f ..1311NO . ...1EFFEfig 1 Mi Master Permit Application MLA: Project Description(include separate sheets as necessary): 51146t,, 0.1.4It.`I 19 t4tP Tax Parcel Property Number: 9¢7 ZOO 001 Size: IO•Id,•/43gIcy56 $ (acres/square feet) Site Address and/or Directions to Property: I 0 44 gLU6 SIGY ve.ple. f'rt-r TOWrise..440 9$3 ' Property Owner(s)of Record: 15.6lGN6.1L7 1t LA uga. 1z•Os121d6e1G6 Telephone: Fax: email: Mailing Address: I (07'1 •14.c.4'Mdt4 SY0Vr i ?OVA' "1"c>WNst%4t "AMPS Applicant/Agent(if different from owner): �HOMe s 1.4W1Zt:NGe. I LbWt- ric ✓ tsw-o i rrx., Telephone: 2 04,• 33Z•I$3Z. Fax: Z.OG•3 3Z •l 8 34 email:TO M.b t.4wtzegpatruf aroma.COM Mailing Address: 3z.O "rt3R-IL`f Q.Vtyt uP NoCr 1 1 S (k'1t - WA 9P,109 What kind of Permit?(Check each box that applies) liZBuilding i Variance(Minor, Major or Reasonable Economic Use) d Demolition Permit ❑Conditional Use[C(a), C(d),or C]** 10 Single Family ❑Discretionary"D"or Unnamed Use Classification Garage Attached/Detached ❑Special Use(Essential Public Facilities)** ❑Manufactured Home 0 Boundary Line Adjustment d Modular °Short Plat** ❑Commercial* 0Binding Site Plan** ❑Change of Use ❑Long Plat** ❑Address 1 Road Approach °Planned Rural Residential Development(PRRD)/Amendments** El Propane ❑Plat Vacation/Alteration** ❑Allowed"Yes" Use Consistency Analysis ❑Shoreline Master Program Exemption/Permit Revisions** ❑Stormwater Management ❑Shoreline Management Substantial Development** OSite Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Variance OTemporary Use ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑Wireless Telecommunication* OJefferson County Shoreline Master Program Amendment ❑Forest Practices Act/Release of Six-Year Moratorium *May require a Pre—Application Conference **Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal, if known: DESIGNATION OF AGENT I hereby designate NONd. tUG tteG/24-4-4---a.— to act a agent in matters relating to this application for permit(s). OWNER SIGNATURE ldt c.�.- �G. Date: // p(oBy signing this application form,the owner/agent test thattthe information provided herein,and in any attachments,is true and correct to the best of his,her or it's knowledge. Any material falsehoo r a y 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 r'.' of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any r-.uired later inspp io's. Sta.'s access and rig • entry will be assumed unless the applicant informs the County in writing at the time of the appp: ion that he o•' ants p .r notya� Signature: i . odic,= e. • _�. Date: /e So The action or actions Applicant will undertake : - esult of the issuance of this permit�y negatively impact upon one or more threatened or endangered species and could lead to . .o en al"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Je'- in County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate t e ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if u are in compli, ith the Jefferson County d ent code.The Applicant acknowledges that he,she or it holds individual and non-trap ble responsib' adher, to an mplying with he SA. The Applicant as read this disclaimer an signs and dates it below. Signature: e.—c..-�c,� Date: ///4 oG D:\PermitCenter\FORMS\DRD FORMS\Master Permit Application 12-30-05-2.doc • • BUILDER STATEMENT ,. The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the responsibility of the General Contractor for the proposed project. _) Signature: Date: GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: [ 1Oc.� Orl 'utl.p & ,ING. ( O) 7z-4080 ( 60) 13Z-1 o8t MAILING ADDRESS: Q•Cl•r7px 100 t GHIMdGuM 4Q,3L5- EMAIL: �0L4f�1!SO4 p�`lMft)S•��r CONTRACTOR'S LICENSE WAINS NUMBER: -rOL<✓ 15'1 `1 i N 9 NUMBER ARCHITECT/ENGINEER: 'rNONe,S1.41,wizot4t,g,!IiOrW1[.�'lfifie Lag 1 FHONE (j,0b )�3Z,1$5�. FAX.(206) ,jTjz-t83.5 MAILING ADDRESS' 3z.0 -rQ, y Mgt/u6 1404.011504itt6 EIBLOg EMAIL..roKt-vtAW ti citiT TVt .•GQN, Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: TA New tg Wood Existing: _ ❑Sewer ❑ Addition 0 Steel Proposed: _.).; Bank 0 Community System ❑ Alteration/Remodel ❑ Concrete Total: _h= Height: RIndividual System ❑ Repair ❑ Masonry SEP Permit# ❑ Demolition ❑ Other: Bedrooms: Water Supply: Existing: Setback: ❑ Private well 0 Two Party Type of Heat: Proposed: _ 1 _ tg Public ?r-oft414 Total: __ j _ Name of System:t%tlrc,(JTr6ry DlsTrr_te i"rI, SGFFc26o•v devA.�/ If this is a Commercial Project you must answer the following: / Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants(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: Underground Tank 0 Above ground Tank Size of Propane Tank: oo 64ILoo c ❑Heat Stove ®Cook Stove ❑Woodstove ®Fireplace Insert 0 Hot Water Tank 0 Pellet Stove In Other _ Is this appliance being installed in a Manufactured/Mobile Home? Yes / 6 When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines,tank location and size, distances from the propane tank to all property lines, buildings and septic system components, including the reserve area. Square Footage Current Proposed For Office Use Only Amount Revision Main Floor Heated 1 $S` I(p$ }'I73 EH Bid App Review: , G dp 2na Floor Heated I Consistency Review: Other Heated Base fee: IAt3.r15 Mezzanine Additional Section: Heated Basement Plan Check fee: Q Unheated Basement State Surcharge fee: 1 V• 4 1 .4.5v Other Unheated Pot Water Review fee: Ci O Garage/Carport SUBTOTAL r 1q Decks 911/Rd Approach fee: se t5T) Other,, ,,��� 24' 2- TOTAL: $'ai 1 Receipt Number: %q9 Cash/Check Number: b ESTIMATED COST(REQUIRED) 111�Z Date: 1 'Fair m t value of all labor and materials foundation to finis Initials: /7�oo - D:\PermitCenter\FORMS\DRD FORMS\Master Permit Application 12-30-05-2.doc • PERMIT # Ble 0 • ¢SON cod, SUN rii .i i UC! MONWO �. AVE JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT JEH IYIM 621 Sheridan Street • Port Townsend • Washington 98368 q�, �O 360/379-4450 • 360/379-4451 Fax HIND' http://www.co.jefferson.wa.us/commdevelopment/ STORMWATER SITE PLAN SUBMITTAL TEMPLATE MLA# 0(0' L5(-1 PROJECT/APPLICANT NAME: Rosenberg Residence Please answer all of the following questions to the best of your ability. Where the question calls for depiction on a site map, the applicant may choose to either incorporate the elements into the general plot plan for the Master Land Use Application or to submit a separate stormwater site plan map. Project Overview 1. Describe the proposed developed conditions of the site. Indicate position and relative size of proposed improvements on the site map. The proposed work includes a single-family residence, detached garage, the installation of a septic system, an extension of an existing driveway, a a parking area, and landscaping in the immediate vicinity of the residence Existing Conditions Summary 2. Describe the existing topography. Indicate contours on the site map. The site is located at the crest of a ridge and generally slopes down from the center to the north and south with natural grades between 0 and 5% . he site is bisected by the road that has h-en elevated above natural grades 3. Describe the existing vegetation. Indicate native vegetation areas on the site map. Native vegetation (mostly forest and wetland vegetation) except for the existing road, existing driveway and an existing clearing in the forest which is the site for the proposed residence 4. Describe the existing soils. Indicate soil type on the site map. Soils are generally Tukey gravelly loam with a very slowly permeable cemented layer at 20" to 40" overlain by a substantial layer of native �nff 5. Describe the existing site hydrology (i.e., drainage; behavior of water on the site—above, below, and on the ground). Indicate existing stormwater 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. surface and subsurface water generally follow the site contours . There are two drainage basins : one includes the mapped wetlands, the road, and driveway entrance; the second includes the residence and garage . 6. Describe any excess levels of noise generated by the proposed use or activity: APPROVED D No excess noise levels are anticipated t'A�i s R STORMWATER PLAN LDEC 1 8 2006 stormwater site plan template.doc—rev.10/12/2003 JEFFERSON COUNTY 5 DEPT.OF COMMUNITY t�J tiSIGNATl1 S --e 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. A mapped class II wetland is shown. 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.). The adjacent land uses are residential . The existing access road and wet- land area are shown. Permanent Stormwater Control Plan This portion of the Stormwater Site Plan consists of the selection and installation of the appropriate stormwater control BMPs and facilities to remain in place after construction of the project is completed. "Medium" 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. g. Describe the developed site hydrology, as proposed. Indicate whether stormwater will be fully dispersed (i.e., per BMP T5.30 in the Manual)or, if not, what types of stormwater 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. Because of the size of the site, the limited development, and the perimeter areas left with native vegetation, stormwater will be fully dispersed per BMP T5 . -10 _ No flow control devices are proposed. 10. If the project requires the use of stormwater treatment facilities, describe the types of stormwater 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.] NA 11. Describe the performance goals and standards applicable to the project. To fully disperse stormwater onsite 12. Describe the flow control system. NA stormwater site plan template.doc—rev.10/12/2003 6 • • 13. Describe the water quality system. Natural infiltration into native soils with the surface water filtered through the heavy native duff and the natural mechanisms of the wetland. 14. Describe the conveyance system analysis and design. Onsite observation and shallow subsurface investigation 15. Describe the source of fill material, physical characteristics of fill material, and deposition of excess material. Balanced cut & fill is proposed. excess material from the foundation excavation will be placed in the immediate vicinity of the structures and covered by the stockpiled topsoil and native duff _ 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code. Structures will be placed on native, undisturbed soils . No compaction is proposed. 17. Describe the proposed surfacing material. Gravel for the parking and new driveway areas; soil meeting BMP T5 . 13 for restoring other disturbed areas 18. Describe methods for restoration of the site. Soil retention: stockpiling and reusing native topsoil; Soil quality: ensuring that all construction areas without improvements have a topsoil layer conforming to BMP T5 . 13 . Planting with suitable native vegetatior. 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. NA 20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan. NA 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. stormwater site plan template doc—rev.10/12/2003 7 R 11-9. CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN(SWPPP) I1 of U IJin Y1R1 The Construction SWPPP addresses sediment and erosion control during construction. The BMPs indicated`by the applican 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 Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet for guidance, particularly with rural residential development. SECTION I—CONSTRUCTION SWPPP NARRATIVE 1. Construction Stormwater Pollution Plan Elements. Describe how each of the Construction SWPPP elements has been or will be addressed. Identify the type and location of BMPs used to satisfy the required element. If an element is not applicable to the proposal,justify in writing. Descriptions of the 12 Elements are found at section 2.5.2 of the Manual(beginning on page 2-15). 12 Required Elements—Construction SWPPP 1. Mark Clearin Limits. The buildingg site will be flagged to prevent construction activities from occurring outside the immediate area of the buildings 2. Establish Construction Access. The existing driveway entrance will be utilized tor the single construction entrance . This will be maintained and improved as needed duri ng construct-ion 3. Control Flow Rates. Stormwater will be controlled be minimizing the area of- aite distur- bance and limiting it to the center of the site with undisturbed arcaG with native forest vegetation surrounding dll construction activities 4. Install Sediment Controls. Sediment controls will be installed downslope of the construction activities as indicated on the ESC Plan prior to ground disturbing activities 5. Stabilize Soils. Areas stripped of vegetation will be covered within 15 days (or sooner if weather conditions warrant) following BMP C121, C122 , and/or C123 6. Protect Slopes. Even though most grading activities will be shallow in nature, slopes of 3 : 1 or greater will be minimized and covered and/or regraded as soon as practicable _ 7. Protect Drain Inlets. No Drain inlets are in the vicinity of the construction activities stormwater sae plan template.don-rev.10/12/2003 8 1 12 Required Elements—Construction SWPPP(continued) 8. Stabilize Channels and Outlets. I The use of channels or ditches is not anticipated. But if they ' are — used, BMP C202 and BMP C220 will be followed 9. Control Pollutants. Locations for construction debris will be identified and maintained. BMP Cl5l will be followed for concrete handling. The future parking area will he ntili7eri fnr staging of Pglipment to minimi7P rnmpart-ion of othe-r arcas of the site 10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site). If dewatering is necessary, care will be taken to prevent erosion and any pollutants from leaving the immediate construction site 11. Maintain Best Management Practices(BMPs). BMP' s will be maintained as required to ensure that they are fully functioning during construction. They will be removed at the completion of construction 12h Manage the P[oject. T e generals contractor will work to phase the project to prevent transportation of runoff and sediment; will limit work during times of large rainfall; will coordinate the work of all contractors on site; and will monitor and inspect the site as required to prevent runoff and crosion 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas, roads). It is not anticipated that adjacent areas will be affected by the construction activities b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). The downstream drainage path is heavily wooded natural vegetation 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the site. There is a Category II wetland onsite . No impact is anticipated as the wetland is in a different drainage basin stormwater site plan template.doc—rev.10/12/2003 9 • • b. Description of special requirements for working in or near environmentally sensitive areas.j � I; r; ! I No work will be allowed in the wetland or in the wetland buffer" 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, settleability, permeability,depth, texture, soil structure). Because of the limitation of the construction area, no erosion problems are anticipated The only potential problem would be ed to tyre-fiermea� -of thepeil if addie Toreot vegetation were to be removed. 5. Construction Phasing. a. Constructcdi n seon tcie uen e As note ESC plan b. Construction phasing (if proposed) No phasing proposed 6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). I. Provide a proposed construction schedule. Construction is anticipated to commence in May with all ground- disturbing activites completed by September. II. Wet Season Construction Activities. a. Proposed wet season construction activities. None are proposed. k£ b. Proposed wet season construction activities for environmentally sensitive areas. None 7. Financial/Ownership Responsibilities. a. Idenifyethe paropddvoserresnonssible for the initiation of bonds and/or other financial securities. berg b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts. None anticipated 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following, if applicable. a. Sediment Ponds/Traps. NA b. Diversions. c. Waterways. d. Runoff/Stormwater Detention Calculations stormwater site plan template.doc—rev.10/12/2003 10 • • Stormwater Site Plan Changes ! ;,j If the designer wishes to make changes or revisions to the originally approved Stormwater Site Plan, the proposed revlsiOn`s shalt 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 included construction of conveyance systems, treatment facilities, flow control facilities, or structural source control BMPs (not standard on-site stormwater management BMPs), the applicant shall submit a final corrected plan ("as-builts")when the project is completed. These should be engineering drawings (stamped by a licensed civil engineer) that accurately represent the project as constructed. APPLICANT SIGNATURE By signing the Construction SWPPP worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of m knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affecte r perty. t/Os ANDOWNER OR AUTHORIZED REPRES TATIVE SIGNATURE) (DATE THIS SPACE MAY BE USED F- ADDITIONAL NOTES, IF NEEDED: stormwater site plan template doc—rev.10/12/2003 ' T 72 = � ) A t. ; 1 [j S a C f•p m-p ]-f / f 10-T 7-1/? B-J1? / / / / ® f C \-'IP !- O 1 O Cl \\\ :y s ®® 8 8 a Li 0 1.1 Y51 [6.1911 410 i2 m 4 a4 a u FiØD 4 \ O q 9 as" aAO O O O gal _ 1 o `4 _ o e a —W_ Ea 4 \a a 4�© AA, ® R ECICIl Ii. IT V >.x:© j' s e q ' imam 40 0 - `: s, 3 3 alIV. ViaCD a°. ee•yI M_ • AL �\ 40�' � �� _ g� 90F s a 0 Y q 7f� �. 0 ''.•-''--::.lx•Fz : \ ® a — , , F. 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N o r, I � 5 ^"N I Z WATERLINE ROUTE to cp I! ,� \ STORMWATER RUNOFF, SLOPE AND DRAIN TO NATURAL rn VEGETATION I r � r � 429'-10" � I r / LINE OF NATURAL VEGETATION (TYPICAL) EXISTING DRIVEWAY I DASHED LINE INDICATES 100' WETLAND BUFFER WETLAND BOUNDARY EXISTING WATER LINE I I \ II 316.55 — — 1" = 50'-011 JNATURAL VEGETATION r r r' y 1 1 1 1 1 1 i 1 1 1 1 1 1 i 1 1 1 1 i r i EXISTING WATER METER 95.36 47• NATURAL VEGETATION / PROPERTY LINE / PROPOSED 500 GALLON UNDERGROUND PROPANE TANK / MIN 10' AWAY FROM PROPOSED GARAGE AND —SATELLITE ROOM PROPOSED GARAGE / WITH SATELLITE ROOM WA UNOFF WATER LINE ROUTE, DO NOT CROSS SEPTIC SYSTEM PIPES. MAINTAIN 19 HORIZONTAL SEPARATION PROPOSED RESIDENCE SITE PLAN GEC 1 JEFFERSON COUNTY DEPT. OF 0M NITY pEVy[�pT SIGNATURE: FA wall Kb SITE PLAN NOTES ADDRESS: 1044 BLUE SKY DRIVE, PORT TOWNSEND WA 98368 OWNER: BERNARD AND LAURA ROSENBERG COUNTY TAX ASSESSOR'S NUMBER: 001 -192-002 PROPOSED FLOOR AREAS MAIN FLOOR: 1613 SF GARAGE (624 SF) + SATELLITE ROOM (360 SF): 984 SF GENERAL NOTES 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL RESIDENTIAL CODE (CURRENT EDITION). 2. THE PROJECT SHALL CONFORM WITH THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE (CURRENT EDITION) AND THE WASHINGTON STATE ENERGY CODE (CURRENT EDITION) 3. ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS NOTED OTH ERWISE 4. SMOKE DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH IRC SECTION R313 AND ARE INDICATED ON THE BUILDING PLANS BY: SO O • ENERGY & VENTILATION CODE NOTES 1. THE WORK WILL MEET OPTION IV OF THE PRESCRIPTIVE REQUIREMENTS OF THE 2003 WASHINGTON STATE ENERGY CODE. 2. HEATING WILL BE PROVIDED BY A GAS FIRED BOILER WITH A MULTI -ZONED VALVE ACTUATED HYDRONIC RADIANT FLOOR SYTEM. 3. THE HOUSE AND THE LIVING SPACE ABOVE THE GARAGE SHALL BE SERVED BY INTERMITTANLY OPERATED FANS THAT ARE CONTROLLED BY TIMERS. THE FANS SHALL FUNCTION AS WHOLE HOUSE VENTILATION SYSTEMS PER WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE SECTION 303. ROOMS SHALL HAVE OUTSIDE AIR INLETS WITH NOT LESS THAN FOUR SQUARE INCHES OF NET FREE AREA. PROPOSED WHOLE HOUSE EXHAUST FAN FOR THE MAIN HOUSE (PER TABLE 3-2) FOR 2 BEDROOMS AND FLOOR AREA 1501-2000 SF: MIN. 65 CFM / MAX. 98 CFM. PROPOSED WHOLE HOUSE EXHAUST FAN FOR SATELLITE ROOM (PER TABLE 3-2) FOR 2 OR LESS BEDROOMS AND FLOORAREA <500 SF: MIN. 50 CFM / MAX. 75 CFM. SOURCE SPECIFIC VENTILATION SHALL BE PROVIDED PER SECTION 302.2.1 AND IS INDICATED ON FLOOR PLANS AND ELEVATIONS ON SHEETS 3, 5, GI & G2. 3. PERCENT GLAZING OF MAIN RESIDENCE: 763.57 / 1,881 SF = 40.6 % PROPOSED GLAZING. PERCENT GLAZING OF SATELLITE ROOM: 104.24 / 372 SF = 28 % PROPOSED GLAZING. 4. SEE WINDOW SCHEDULE SHEET (10) FOR WINDOW SIZES. MAX U-VALUE OF .40 FOR ALL WINDOWS. 5. SEE SHEET (6) FOR INSULATION VALUES 6. CALCULATION FOR VENTING OF SATELLITE ROOM: AREA OF ADU:360 SF'144/300 = 173 SQ. IN. OF REQUIRED VENTING. HIGH SOFFIT VENTS ARE 24 FT OF TOTAL LENGTH (288 INCHES) W/ 1" OF FREE CLEAR AREA PER INCH OF VENT FOR TOTAL AREA OF 288 SQ. IN. SIDE CHASE VENTS ARE 48.00 SQ. INCH OF VENT FOR TOTAL AREA OF 558 SQ. IN. TOTAL VENT AREA PROVIDED: 288 + 48 = 336 SQ. IN. OF ROOF VENTILATION. DRAWING LIST 01 SITE PLAN 02 STORMWATER PLANS 03 FOUNDATION PLAN STRUCTURAL NOTES 04 FLOOR PLAN 05 ROOF FRAMING PLAN & STRUCTURAL NOTES 06 BUILDING ELEVATIONS 07 BUILDING SECTIONS 08 BUILDING SECTIONS 09 WALL SECTIONS 10 WALL SECTIONS 11 CETAILS 12 SCHEDULES 13 INTERIOR ELEVATIONS 14 INTERIOR ELEVATIONS 15 INTERIOR ELEVATIONS G1 GARAGE PLANS G2 GARAGE SECTIONS & ELEVATIONS G3 GARAGE DETAILS DEC 0 5 2006 ROSENBERG RESIDENCE 1044 BLUE SKY DRIVE PORT TOWNSEND WASHINGTON 98368 LAWRENCE RCHITECTUREI 320 TERRY AVENUE N SEATTLE, WA 98109 206,332.1832 F:206.332.1834 SITE PLAN REVISIONS ol 27 NOVEMBER 06