Loading...
HomeMy WebLinkAboutBLD2003-00396 BUILDING PERMIT• Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD03-00396 Received Date 06/25/2003 SITE ADDRESS: 301 MUNN RD Issue Date 09/30/2003 QUILCENE, 98376 APPLICANT: ROBERT L ROSEN PHONE: (360)765-0505 PAEWNIRINTHARA ROSEN 301 MUNN RD QUILCENE WA 98376-9527 SUBDIVISION: Block: Lot: T 1 PARCEL NUMBER: 802261012 Section: 26 Township: 28 N Range: 02 W CONTRACTOR: OWNER/BUILDER PHONE: LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION: CARPORT REQUIRED INSPECTIONS: [ ] SETBACKS: [ ] UFFER: [ ] Footing: [ ] Foundation: [ ] Underground Plumbing: [ ] Underground Insulation: [ ] Shear Wall : [ ] Framing: [ 1 Plumbing: [ ] Propane Tank/ Lines: [ ] Insulation: [ 1 Sheetrock: [ ] Septic Sytem Final Approval: 1 1 Zoning Final Approval: [ ] Final/Occupancy Approval: HEALTH DEPARTMENT APPROVAL REQUIRED PRIOR TO FINAL INSPECTION THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. CALL 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS. Office Hours 9:00 a.m. -4:30 p.m. HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY -SEE REVERSE • • SPECIAL CONDITIONS FOR CASE # BLD03-00396 1.) The application was reviewed by the Jefferson County Department of Community Development staff on July 2, 2003 for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following ESAs were confirmed to be present on the subject property: Conservancy Shoreline, Type 3 Stream, Fish &Wildlife Habitat (Eagle), Wetlands, Seismic Hazard, Flood Hazard, and Susceptible Aquifer Recharge Area. 2.) Aquifer Recharge Areas in Jefferson County are characterized by porous geological formations that allow percolation of the surface water into the soils and the underlying zone of saturation. Aquifers are geologic formations that contain sufficient saturated permeable material to yield significant quantities of water to wells and springs. Aquifers serve as the source of drinking water within most of the rural portions of Jefferson County. 3.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 4.) Geologically Hazardous Areas in Jefferson County are characterized by slope, soil type, geologic material, and groundwater that may combine to create problems with slope stability, erosion, and water quality during and after construction or during natural events such as earthquakes or severe rainstorms. 5.) A Type 3 Stream (Fish and Wildlife Habitat Area) has been identified on the subject property. The stream will require a setback of 18-feet, 8-inches (18'8"). The setback shall be measured horizontally from the Ordinary High Water Mark (OHWM). Fish and Wildlife Habitat Areas shall also have Buffers and Building Setbacks established. 6.) 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. 7.) 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 (Sambucus Racemosa), Snowberry(Symphoricarpos Albus), Evergreen Huckleberry (Vaccinium Ovatum), Red Huckleberry(Vaccinium Parvifolium). 8.) All construction activities shall not encroach upon the buffer. This includes the storage or preparation of materials. 9.) A setback of 27-feet, 6-inches, 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. 10.) 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." 11.) 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. 12.) Critical Aquifer Recharge 9as may require special protection measul'Sto 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. 13.) The identified Fish and Wildlife Habitat Area (Type 3 Stream), shall maintain a vegetative buffer setback of 18-feet, 8-inches (18'8"). The setback shall be measured horizontally from the Ordinary High Water Mark (OHWM)to the proposed residential office addition and carport. 14.) A permanent physical separation along the boundary of the 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. 15.) 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 be in place prior to and during construction activities. The signs shall contain the following statement: "Buffer- Do Not Remove or Alter Existing Vegetation." 16.) The applicant shall fully adhere to all conditions and requirements of the eagle habitat management plan. 17.) As per the approved Eagle Plan received September 24, 2003, the applicant shall retain all known perch trees and conifers >/=24 inches diameter at breast height(d.b.h.). The applicant shall also retain >/=50% of pre-clearing or pre-construction conifer stand with diameter distributions representative of the original stand (>6 feet tall). Windowing and low limbing of trees is acceptable provided no more than 30% of the live crown is removed. 18.) The Administrator determined the proposal will not increase the nonconformity of the structures with respect to Environmentally Sensitive Area setbacks and submittal of an enhancement plan would be sufficient to mitigate site disturbances due to construction activities. A Buffer Enhancement plan received June 25, 2003 includes a planting list for enhancement of the bank areas along the Type 3 Stream and a portion of the Conservancy Shoreline to be accomplished by professional landscape contractors. 19.) The proposed development is located outside of the mapped flood plain. 20.) Washington State Department of Fish & Wildlife (WDFW)commented on the application July 23, 2003 determining the additions would not have a significant impact on osprey and/or trumpeter swan. In addition, the new development would not encroach into the buffer further, and the enhancement plan planting list looked good. The plantings are located between the structures and the stream and/or along the lake shoreline as recommended by WDFW. 21.) The applicant is proposing to create or add 864 square feet of impervious surface and 864 square feet of land disturbing activities. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal submit a Small Parcel Erosion and Sediment Control Plan. 22.) A Small Parcel Erosion and Sediment Control 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. 23.) 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). 24.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 25.) Not more than two (2) unlicensed or inoperable vehicles shall be stored on any lot less than one-half acre unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Unified Development Code (UDC) Section 6. Outdoor storage of thirteen (13) or more unlicensed or inoperable vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk (or salvage)yard and allowed as a Permitted Use in Table 3-1 of the UDC, and such storage shall meet the requirements of UDC Section 4.10. In no case, shall any such unlicensed or inoperable vehiclesbe stored in an Environmentally Sensitive Area (ESA). 26.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes rooftops, driveways, concrete, etc. 27.) The building height is not to exceed 35 feet. 28.) Minimum setback from Munn Rd is 20 feet. The standard minimum setback from the Type III Stream is 100 feet. The standard minimum setback from a Conservancy Shoreline is 30 feet from Ordinary High Water Mark (OHWM). Wetland setbacks further impact these setbacks. The existing nonconforming setbacks are as follows: 10' 11"from Munn Rd, 27' 6"from Lake Leleand Conservancy Shoreline, 18' 8"from the Type 3 Stream. 29.) The structures located onsite are nonconforming with respect to stream setbacks, road setbacks and wetland setbacks. Per UDC Section 8.1.3.a, it is the Administrator's determination that the proposal is not further increasing the nonconformity of the structures and is subject to a Type I administrative approval process. 30.) A minimum of two (2) on-site parking spaces are required for a single family residence. 31.) This parcel is a legal nonconforming parcel designated Rural Residential 1:5 under the Jefferson County Comprehensive Plan Land Use Map effective August 28, 1998. 32.) Munn Rd (C342509) is a county local access road. The road approach is existing, and an address of 301 Munn Rd has been assigned to the parcel. 33.) A septic permit (SEP96-00235)was finaled September 29, 1998 for a 2 bedroom system. A septic permit (SEP03-00124)was approved May 29, 2003 for a septic tank and pressure chamber. SEP96-00235 is now filed with SEP03-00124. 34.) An off site well provides potable water to this parcel. 35.) A building permit (BLD96-00443)for the remodel was approved August 14, 1996 and finaled September 30, 1998. The building Inspector determined September 26, 1996 that the remodel was now permitted, and a complaint case (COM96-00070)for remodeling a building without a permit was closed February 26, 2002. 36.) A site visit of the subject property was conducted by Development Review Staff July 2, 2003. 37.) A Shoreline Substantial Development Permit Exemption was approved January 10, 1997 for replacement of a bulkhead to protect a single family residence. 38.) The site plan as submitted with the building application on June 25, 2003 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated September 29, 2003 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 39.) This approval is for a detached residential office, a carport and an interior remodel to the single family residence 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. I:\F_BLD_Permit_Buildng.rpt 10/29/1999 • BUILDING PERMIT APPLICirION MRLAOW 00355 Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD03-00396 Received Date: 6/25/2003 SITE ADDRESS: 301 MUNN RD QUILCENE, 98376 OWNER: ROBERT L ROSEN PHONE: (360) 765-0505 PAEWNIRINTHARA ROSEN 301 MUNN RD QUILCENE WA 98376-9527 SUBDIVISION: Block: Lot: T 1 PARCEL NUMBER: 802261012 Section: 26 Township: 28 N Range: 02 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTION CARPORT TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP ADD MAIN: VALUATION 25,000.00 ADD'L: HEAT TYPE: UH CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: SHORELINE: GARAGE: 400 CONST TYPE: DECK: SETBACK: 98 BANK HEIGHT: 1 SEWAGE DISPOSAL: WATER SYSTEM: PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: Prop: Seismic Streams Total: Total: Flood Way Floodplain F&W Landslide Routing Date: ( (6 3 rilb Shoreline Aquifer Forest: Commercial Rural Type Amount Paid Bv: Date: Receipt: Approved/Date OVED Permit $391.25 MJA 06/25/03 57935 A p Plan Check $254.31 MJA 06/25/03 57935 r State Building Code $4.50 MJA 06/25/03 57935 SEP 3 0 2003 Total: $650.06 Jefferson County Planning & Building Deparr4ent 4.111111111 county velar[mM I RE waimllrIY UUVU MINIT * " R •• rti Sheridan S Tewneand WA [3801 3184450 , fir} 14 O = r permo? App o 0 , ocation 4 ,,,,,,,,,,,,. e.k. ,. Project Description: A Building Type: Project Type: Frame Type: Single Fauuh New 'rood �arage Attached/Detaches '% . ..'don Steel Modular ' Alteration/Remodel Concrete Commercial _ -.J Repair • Masonry o. Multi-family/#of Units _ G 3 Demolition Other. Industrial Other. Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat Choose one: N/A N/A Existing 0 Existing 0 Sewer Community System Electricity Oil Proposed 0-- Proposed 0 _ Individual System Woodstove Propane Total 0._ Total — If not sewer,fill out the following: Heat Pump Conventional Alternative Other Permit# SEP N A Water Supply: Private well TWO Pane Well Public:Name of water system: Square Footage: For Office Use Only f Main Floor Consistency Review L1 1 .b o 2ND Floor Base fee 3 9 ' , ZS 3 r Floor Plan Check fee 0. y• 3 Htd Basement State Surcharge fee -so II � Unhtd Basement Subtotal 0 . V to Garage/Carport 400 sf 2E" Pot Water Review fee _ L, ,Decks 911/Rd Approach fee 1,11-LS'A r\ Commercial TOTAL (o-/7,l�6 Industrial Receipt# 5'-1 / 3 5 Other Cash/Check# oO50 Total Valuation: Initials ,/(v///�, 2 Or Date /j,5 jD J Estimated st: $25,000 If within 2 t t- , a • . oreline, (of Lake Leland) Distance to Bank or Ordinary High Water Mark 98 ft. Bank Height 1+/-ft. By signing the application form,the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner with tespc..t 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 attoarey'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 en to Jefferson County and it's employees,representatives or agents for the purpose of application review and any required later inspections. Access and right of entry the applicant's or structure shall be requested and shtall occur during regular business hours. Signature: e' Date: Oo � /6 5 OVER HHOME\PLNCNTR\INFOBLDG\FORMS BIDpetmitApplicauion 11-8-01 ► 6 I int(Advt.) / 3e10) )3 2N MLJNH 9 1&JetJEClr pR:)PI5 PROJECT DESCRIPTION BACKGROUND There is an existing two bedroom home located on this lot on the shore of Lake Leland. In addition to the house, there is a one car garage, a utility building and gazebo . The site is extensively landscaped with both native and non-native plant material. The original home was built circa 1940. It was remodeled in 1998, when insulation and double glazed windows were installed. Potable water is from an existing water well. Well tests were made and approved in June 2003. The existing septic system was designed and installed in 1997 and approved in 1998. A pump basin will be added to serve the new office (Project 3). PROPOSED WORK This is one of the three projects projects proposed at this site. Project 2: Add Carport At existing one -car garage, new 400 sf carport to be attached. East side of carport to be open. h GOVT LOT 1 (N 165' OF S 330') n 2.60 a. 802261003 GOVT LOT 1 (S 165') 2.94 o. 802261005 GOVT LOT 2 (N OF CO. PD LESS TAX 1) 6.88 a. 802261006 GOV'7 LOT 2 (S OF CO RD LESS TAX 7) 14.08 0. VIGiNIT% MAp �x LE64AL �E 121i�IDN neat estate, situated m the County o/ Jefferson. State of Washington A triangular shaped piece of ground 150 feet by 260 feet by 270 feet lying between Lake Rocker and an unnamed crack and being North of the Ar- os.dia Valley Road and also being 'in Lot 2, Section 26, Township 29 1. R. 2 N. W. Y. and containing of half of an &are. TAX LO"l h0 . 80 2 2 6 101 2 SI.J�J EGA Pf�O(�etzt`/ SO! "IUNN RD A ,12, G. ar � i T� a i' �UNT`i pIzOPE�TY EX4 uNe urtaffic S�IC'VINC7 �Y6. I�It�+� � REMIw!!p. ARC AT 1S6I MUNN $M ovv w.,n�n '• E 451Cr_—AM'A✓ / AhfG WCTI-QNO ENNAHeeMLNT e ,�� p,P�P�x�MAiE Atrl:A 7G�S,�, ;��'�I NEW CONt%�C—`f1' PAVING I, I�IIII _ fRW L. HI$ Ir'% TP CCs' /cp L1,1"s OFGNANNtfl, LAk� LE LArID / Sy S � Fik!t GONG PO — 1 � F 4D ENO o, H i fvy"05rPOLE — E)o sorb,( xac�+�csD it PMArZ oj' fbPLo4� 't-tawr�.,oeN r LA� �ii.� LIME N LAKE L41=7LANO PERMIT # BID 03-0396 JEFFERSON COUNTY Do -E IWNTEqS —19° —43° —66° SUMMER SOLAR PATH DIAGRAM MILES YANICK & COMPANY Arcnitects - Land Use Planning Interiors . Landscape Design t\, 1740 -- - 600 Winslow Way East#247 Bainbridge Island.. WA 98110 Phone (206)842-6516 Fax (206)780-1201 This document is the property of MILES YANICK 8 CO until transferred by actual sale All Rights Resented O Project: No 03-460 CARPORT ADDITION FOR: BOB ROSEN 301 MUNN ROAD Ouilcene VVA98376 Owner: BOB ROSEN 301 MUNN ROAD Qullcene WA 98376 360-765-0505 360-379-4451 Revisions Drawn By ALD Checked By Approved For Owner By Scale North Date 06-23-03 Date Date Sheet Title: SITE PLAN JUN 2 5 3 Sheet No: - A-1 A SECTION A-2 _ - 2 c ,ON TCr 3 BOT. ill vER? s 15' Cc, E B SECTION A-2 ♦-4 t GAG �r X r. X �• S Lc-J, eo a.:y C w2 d 'ram_ c' • ✓,.. .. . - f / EXTERIOR ELEVATIONS C SECTION A-2 : v-=<c_�- �v —STONE j/E\=ER c,p5- A A-2 I A-2 ' r -1 0 r---------------------- �-, i QGO �r0 +(0P Q� I I l I I I ' I I I — I I I � l � l l i A-2 I I I -4 _ 7 I i I I NEW CARPORT =TG- 4 jTE ill A l � I � — � I , I A-2- REC= _ - I w< l -- ---------------------J — C A-2 I MILES YANICK -& =w PR 36XSm DOOR ON CURB `' A-2- COMPANY ' Architects - Land Use Plarming NEW 2X4 WALL ON 6' GONG. CURB —�\� Interiors - Landscape Design NEW 4X12 PT l L005E LAID OVER I N 740 2' LEVEL SAND BED I R'HTOT COMPACT SUB 501E AFTER I cf)' ml es yanic /__ NG TO e5% MIN DRY DENSITY Y STATE OF Y+ASHINilofv CUT BACK EXG OVERi-+ANG 1F AND REMOVE GUTTER a I m DOWN5POUT (-YP) I ' I 600 Winslow Way East#247 Bainbridge Island, WA 98110 Ath EXG ELEC PANEL I C I Phone: Fax: (206) 7 0 12016 / ^'\.r v R,-, ., `c 9 EXG WALL.. ---- — - - - <1 I N ll.l I © This document is the property of MILES YANICK & CO. W - until transferred by actual sale. All Rights Reserved h l - O 1 Project: No: 03-460 m CARPORT ADDITION FOR: � I , BOB ROSEN 301 MUNN ROAD 15T I puilcene WA98376 EXNG GARAGE - I REVISED owner: BOB ROSEN 301 MUNN ROAD Owlcene WA 98376 - 360-765-0505 } '7 360-379.4451 T - i - `\ 6X6 W/51MP PC 66 \ NEW 4X4 CLG JOISTS / <tiE= BRACING (4 TYP 5ET ON TOP OF EXG \ GARAGE PLATE —� -- 51NGLE PANEL OVERHEAD DOOR -ONE /=\==R VERIFY NEADROCr" CLEARANCE FLOOR PLAN/ROOF FRAMING PLAN 4005E JEFFERSON COUNTY DCD BUILDING PLAN REVIEW O APPROVED AS SUBMITTED M'APPROVED AS NOTED O REJECTED Date2,�2_R v EXG FA5^ ^ B' A-2 Revisions Drawn By ALD Date 06-23-03 Checked By Date Approved For Owner By Date Scale or as shovm -- North - PERMIT # BID e; JC;; "'03 03-03�6i JEFFERSON COUNTY DCD Sheet Title: CARPORT FOUNDATION PLAN FLOOR PLAN EXTERIOR ELEVATIONS SECTIONS NOTICE: Plans are approved excepting any errors or omissions. All work must pass Inspection M conformance with all applicable codes and regulations. Sheet No: A-2