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HomeMy WebLinkAboutBLD2003-00506 0 • MANUFACTURED/MOBILE HOME INSTALLATION PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD03-00506 Received Date: 8/11/2003 SITE ADDRESS: 110 HEMLOCK DR Issue Date: 9/15/2003 PORT TOWNSEND, 98368 APPLICANT: CATHLEEN L DUNCAN 2218 SW VERMONT ST PORTLAND OR 97219 SUBDIVISION: CAPE GEORGE VILLAGE DIV 3 Block: Lot: 53 PARCEL#: 940500052 Section: 13 Township: 30 N Range: 02 W CONTRACTOR/ DEALER INSTALLER: JAIME KOZELISKY WAINS0626 Expires: 7/31/200z 1112 JACOB MILLER RD PORT TOWNSEND WA 98368 PROJECT DESCRIPTION: NEW MANUFACTURED HOME INSTALLATION MAKE: SANTIAM YEAR: 2003 SIZE: 52X26.67 THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED. THE FINAL INSPECTION MUST BE SCHEDULED AND PASSED WITHIN THAT YEAR. THE EXPIRATION DATE IS 9/15/2004. REQUIRED INSPECTIONS: re7 Setbacks/Footing (CONTINUOUS FOOTING, SLAB or PADS USEDd..f`. /0 '�o --j Blocking/Plum bin . C-- /-S'DJ [ ] Zoning Approval: [ ] Septic System Approval: [ ] Final/Skirting/Vents/Porches/Steps: Li ��61 HEALTH DEPARTMENT APPROVAL REQUIRED PRIOR TO FINAL INSPECTION BUILDING INSPECTION HOT-LINE 379-4455. CALL 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS. Office Hours 9:00 a.m. -4:30 p.m. SPECIAL CONDITIONS APPLY- SEE REVERSE HOT-LINE AVAILABLE 24 HOURS A DAY 41 0 MLA03-00461 Review Type: I MANUFACTURED/ MOBILE HOME INSTALLATION APPLICATION Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD03-00506 Received Date: 8/11/2003 SITE ADDRESS: CEDAR DR I I C. 1->r !d r )<. 1)2 PORT TOWNSEND, 98368 APPLICANT: CATHLEEN L DUNCAN PHONE: (503)245-4456 2218 SW VERMONT ST PORTLAND OR 97219 SUBDIVISION: CAPE GEORGE VILLAGE DIV 3 Block: Lot: 53 PARCEL NUMBER: 940500052 Section: 13 Township: 30 N Range: 02 W CONTRACTOR/ DEALER: INSTALLER: JAIME KOZELISKY WAINS0626 7/31/2004 (360)385-3215 1112 JACOB MILLER RD PORT TOWNSEND WA 98368 REPRESENTATIVE: PHONE: PROJECT DESCRIPTION: NEW MANUFACTURED HOME INSTALLATION TYPE OF WORK MOB MANUFACTURED HOME: SHORELINE: TYPE OF IMP NEW MAKE: SANTIAM SETBACK: VALUATION 66,187.00 YEAR: 2003 LABOR & INDUSTRIES APPROVAL? SIZE: 52X26.67 BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: PUD BEDROOMS: BATHROOMS: PARCEL TAGS: YES NO STORMWATER: YES NO Exist: Exist: AREA Plat Conditions Prop: 2 Prop: 1 Wetland Erosion Total: 2 Total: 1 Seismic Streams Flood Way Floodplain Routing Date: F&W Landslide I2— 131� Shoreline Aquifer Type Amount Paid By: Date: Receipt: Approved/Da e Permit $150.00 MJA 08/11/03 58369 SEP 1 .5 2003 Potable Water Application $51.00 MJA 08/11/03 58369 Jefferson County Planning Total: $201.00 & Building Department edaitrwl w • • JEFFERSON COUNTY COMMUNITY DEVELOPMENT 621 SHERIDAN ST, PORT TOWNSEND WA 98368 MANUFACTURED HOME INSTALLATION PERMIT APPLICATION NEW BUILDING 0 REPLACEMENT SIZE - X ,(0.li l / x C [371 5( r YEAR I1 0____._�_._ a MAKE )Qq at Yvk I o 'v t COST ib IQ OQO r 1, E BEDROOMS: ' j n_n,r ',~_ BATHROOMS: ;;c EXISTING __ _ EXISTING 1 � I I t c> --&- I rS1 xnI -)tt PROPOSED .9 PROPOSED l 1� r_ 1 r~i. TOTAL TOTAL I L —" TYPE OF SEWAGE DISPOSAL: WATER SUPPLY: 0 SEWER 0 COMMUNITY SYSTEM 0 PRIVATE WELL 0 TWO PARY WELL INDIVIDUAL SYSTEM ❑ Conventional ❑ PUBLIC PERMIT#SEP fi3"(}0656:l Alternative Name of water system:eryQ Gp('7r3eOltar IF WATERFRONT PROPERTY, DISTANCE TO BANK OR HIGH WATER LINE ft BANK HEIGHT ft By signing the application form, the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner with respect to this application packet may result in this permit being null and void. I further agree to save, indemnify and hold harmless Jefferson County against all liabilities,judgments, court costs, reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and it's employees, representatives or agents for the purpose of application review and any required later inspections. Access and right of entry to the applicant's property or structure shall be requested and shall occur during regular business hours. > SIGNATURE ( J :L.�t ,,,yL,)a - C,,,y1,/' DATE °7 D NAME(PLEASE PRINT) �� (?h UY1 C" + h FOR OFFICE USE ONLY CONSISTENCY REVIEW FEE 47.00 RECEIPT# �--� C�3 b 9 GO BASE FEE f -� ADDITIONAL SECTIONS /,l-- CASH/CK# t 1 SUBTOTAL tl 1 , DATE / 11 /O 3 POTABLE WATER ,. 0 911/ROAD APPROACH / L 1 ' a` TOTAL Z 0 11:' H:WOMEW LNCNTRUNFOBLDWORMSIMOBILEAP.11/26/01 05/25/2004 08: 43 3603859197 JEFF CO ASSESSOR PAGE 01/01 4110 4s ,� , (Vjj " ' $ mA1L TO: TACK WESTERMAN JENill l'iW ' AUG 1 I �) EFFERSON C�OUNTY ASSESSOR ASSESSOR '� 1 � � JEFFERSON COUNTY COURTHOUSE ... . PO AOX 1220, .47 I)RTTOWNS ' )rND,Vi►A 98368 MOBI HE3Iy41w C RIB'ATr>C N RM OWNER'S NAME / MAILING ADDRESS: NAME f TH/S/S NOT A-Tilk A - N eel UnG,6ty) - The purpose of this questionnaire is to obtalhrOormation ADDRESS: 1S 1 U St. regarding either the current location of a mobile liorhe; * precious ownership end location of a mobile home, This A . ( help our office determine whether the mobile home is already O � � on the tax rolls in Jefferson County or if it has been moved to this county from another area. Please see reverse side for TELEPHONE NO: additional information. —_ 571a-- 1) MOBILE HOME DATA: or r`-' ..r (A) MAKE I-4R (B) MODEL . 2,103. (D) LlA1GTH � _ � (C) YEAR . „=?G."?, (E) WIDTH .,- e- tr, (F)SERIAL NUMBER (C) YOUR PURCHASE PRICE(Do NOT INCLUDE SALES TAX) 10 4-z- 1—___ (H) PURCHASE DATE C. Cj' PREVIOUS OWNER/ LOCATION OF MOBILE HOME: (A) FROM WHOM DID YOU PURCHASE MOBILEcarr0 aryl ' JQ,S ADDRESSiral E CQP� Kr-r.'i (B) WAS MOBILE HOME ASSESSED IN JEFFERSON COUNTY LAST �1 {v � ©f~ j IF NO, WHAT COUNTY? _^_� YEAR? YES �IF YES,WHAT WAS PREVIOUS ADDRESS OF MOBILE? � -� 3) WHERE MOBILE HOME IS TO BE LOCATED; (A) WILL THE MOBILE HOME BE IN A MOBILE HOME PARK? YES 1,?)," (B) IF LOCATED IN A MOBILE HOME PARK: NAME er ADDRESS OF PARK _ .._`�� (C) IF NOT LOCATED IN A MOBILE HOME PARK: _`T` - SPACE NO. NAME Of LAND OWNER; 2,t2.-4 LOCATION (ADDRESS) 1w U�' `� _ -�-',�1� t �,,{/�i !fir~ Pr. REAL PROPERTY PARCEL NUMBER/DESCRIPTION II--1' BANK YOU FOR YOUR HELP! SIGNATURE` KELLI LARSON, roperty echnician • SPECIAL CONDITIONS CASE # BLD03-00506 1.) The application was reviewed by the Jefferson County Department of Community Development staff on August 28, 2003 for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following ESAs were confirmed to be present on the subject property: SUSC aquifer recharge; Coastal SIPZ. 2.) Aquifer Recharge Areas in Jefferson County are characterized by porous geological formations that allow percolation of the surface water into the soils and the underlying zone of saturation. Aquifers are geologic formations that contain sufficient saturated permeable material to yield significant quantities of water to wells and springs. Aquifers serve as the source of drinking water within most of the rural portions of Jefferson County. 3.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 4.) Marine shorelines and islands are susceptible to a condition that is known as seawater intrusion. Seawater intrusion is a condition in which the saltwater/freshwater interface in an aquifer moves inland so that wells drilled on upland areas cannot obtain freshwater suitable for public consumption without significant additional treatment and cost. Maintaining a stable balance in the saltwater/freshwater interface is primarily a function of the rate of aquifer recharge (primarily through rainfall) and the rate of groundwater withdrawals (primarily through wells). The Washington Department of Ecology is the agency with statutory authority to regulate groundwater withdrawal for individual wells in Jefferson County. New development, redevelopment, and land use activities on islands and in close proximity to marine shorelines in particular should be developed in such a manner to maximize aquifer recharge and maintain the saltwater/freshwater balance to the maximum extent possible by infiltrating stormwater runoff so that it recharges the aquifer. 5.) The parcel is located within a coastal SIPZ(seawater intrusion protection zone) according to the County GIS map. There are voluntary and mandatory measures identified in the Jefferson County Seawater Intrusion Policy (Resolution 44-22, effective September 23, 2002) that apply to well drilling proposals and building permit applications on existing lots of record. A Coastal SIPZ is defined as: all islands and area within one-quarter mile of marine shoreline, but no history of chloride concentration above 100 mg/L in groundwater sources within 1000 feet. 6.) Critical Aquifer Recharge Areas may require special protection measures to mitigate water quality degradation. The submitted proposal does not require additional aquifer protection measures. However, during construction the project shall follow the Best Management Practices (BMPs) and facility design standards as identified and defined in the Stormwater Management Manual for the Puget Sound Basin. 7.) The applicant is proposing to create or add 2,669 square feet of impervious surface and 3,100 square feet of land disturbing activities. 8.) A Medium Project narrative has been submitted and approved by the Department of Community Development. Once the subject permit has been issued the applicant shall fully implement the provisions of the submitted plan and contact the Jefferson County Department of Community Development to arrange a schedule to inspect the property for plan compliance. A Certificate of Occupancy will not be issued until the Department verifies plan compliance. No clearing for roadways or utilities shall occur on the project site until clearing necessary for the installation of temporary sedimentation and erosion control measures have been completed. 9.) 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). • 4110 10.) The site plan as submitted with the single family residence building permit application on August 11, 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 August 28, 2003 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 11.) This approval is for a 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. 12.) The parcel has been designated as RR 1:5 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 13.) The lot was created through the Cape George Village Division 3 Subdivision on August 27, 1964. 14.) The parcel is served by a state approved water system. 15.) Access is provided via Hemlock Drive a private road (P71). An address of 110 Hemlock Drive, Port Townsend has been assigned to the lot. 16.) The building height shall not exceed 35 feet. 17.) Minimum setback from Hemlock Dirve and Cedar Drive rights-of-ways shall be 20 feet. Minimum side yard setbacks shall be 5 feet. 18.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 19.) 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). Leslie Longstreet For C. Duncan To.:Stacie Hoskins (13603794473) 19:57 09/11/03 EST Pg 2- STORMWATER MANAGEMENT PLAN 110 Hemlock Drive, Port Townsend PERMIT # BLD MLA 4.: M1.A03-00461 0 3 ` 0 5 0 6 Case 4: RLD03-00506 (_)wrier: Cathleen Duncan JEFfERSDN COUNTY DCD Submitted by: Leslie Longstreet(503) 830-4771 Stormwater Site Plan/Stormwater Control Plan 171c 15,271 sf subject lot is vacant, grassy and mostly level, with a.slight natural slope to the northwest. The property is bordered by developed residential property on the north and south. There are existing open drainage ditches at the property boundaries along Hemlock Drive on the east and Cedar Drive on the west. There is an existing curtain drain along a portion of the boundary to the north, where there is a.slight drop in elevation. There are several small, well-established frees and large shrubs on the south property line, which will remain essentially undisturbed. There are no natural streams, aquatic habitats, or protected areas adjacent to the site or in close proximity_ The manufactured home will have gutters and downspouts installed and connected to buried pipe ending at the existing drainage ditch on Cedar Drive. 'rho runoff from the area covered by the house will therefore he directed to the same place where it naturally occurs now, and should create no additional erosion or strain on the existing storm water management system. •file driveway will be at the northeast boundary, adjacent to an existing curtain drain between the subject lot and its neighbor to the north. The driveway will he properly compacted and graveled to prevent erosion and excess sediment. Runoll'from the gravel drive will move toward the existing curtain drain and the drainage ditch on Hemlock Street. A permanent 12"galvanized steel conduit will be placed in the ditch at the time of construction, to preserve the integrity of'the existing drainage system. Alter construction, the disturbed areas surrounding the house will he planted with a mixture of cultivated plants, native grasses and small shrubs. Light pea.gravel and/or bark will be used around the landscaping at the foundation of the house. The septic mounds will he covered with jute and broadcast straw and seed to prevent erosion while the grasses establish strong root systems. Leslie Longstreet for C. Duncan TG Stacie Hoskins (13603794473) 19:57 09/11/03 EST Pg 3- PERMIT # BLD 0 3 - 0506 Construction Stormwatcr Pollution Prevention Plan JEFFERSON COUNTY BCE This section shall be appended to the Site Plan for instruction to the contractors during construction. The Contractors selected for this job are based in Port Townsend and experienced with the construction standards and stonnwater management in Jellerson County. All construction activities shall he guided by Best Management Practices and• acceptable control measures. • 'the clearing limits and trees to be preserved shall be marked on site with plastic, metal or stake wire fencing prior to starting work, and shall he marked on the Contractor's plan set. • The access point for construction is the permanent driveway off Hemlock Street. Construction will include placement of 12"galvanized culvert in the existing drainage ditch, placement of rock and fill to stabilize and level the drive, and use of crushed rock to limit dust and erosion. If a separate,temporary access point is needed off Cedar Street to set the manufactured home, it will he constructed in the same way, then dismantled and the land returned to its original contour and condition, as nearly as practicable. Public roads near the access points will be cleaned as needed at the end of each work day. • No significant increase in the flow rates is expected from this development. Please see the remaining Plan firr discussion of sped tic controls. • Runoff'from heavy rains shall he contained in the excavations on site or diverted with kerns from impacting adjacent land. A sediment pond may he created on the property at a point where runoff will naturally flow toward the drainage system. Disturbed soils and slopes created during excavation will be covered,mulched, or otherwise stabilized, with runoff directed to the existing drainage ditches. Sediment will he filtered through hay hales at or hefirre entering the drainage ditches. • Disturbed lands shall not he fell exposed and unworked for longer than prescribed by the Stomiwater Management Manual. Wherever possible, the natural topsoil and native plants will be preserved. Septic mounds and other disturbed areas without structures will be covered with_jute and reseeded. • No significant slopes or grade changes are planned Ibrr this site. All excavation shall he done in a way that minimizes erosion and exposes the smallest area possible for its purpose. No excavation is planned where it will disturb the stability of existing drainage ditches, except at the point(s)of access. • Potential erosion of drainage ditches may be controlled as needed with the use of rock or plastic coverings and by creating berms or channels to divert runoff to stabilized entry points. • Equipment and materials will he stored within the boundaries of the subject lot and kept covered-or secured as required by site conditions and safety considerations. During dry weather, dust and other airborne particulates may be controlled by watering down the disturbed areas if necessary. Any spills or contaminants accidentally released onto the soil will he removed immediately and disposed of' properly according to local guidelines. • Correct practices Iirr dewatering from concrete pours and other activities shall he controlled by the Contractor managing that activity. Activities are under the control Leslie Longstreet For C. Duncan Tn:Stacie Hoskins (13603794473) 19:57 09/11/03 EST Pg 4- PERMIT # BID 0 3 - 0506 ofeither an excavation contractor(Rernt Ericson)or a general Contrac [FSDN COUNTY Do Kozelisky)responsible (irr ensuring adherence to stormwater management, debris removal, and all other construction standards and. The Owner has also assigned an off-site project coordinator who will work with the contractors to resolve any issues that arise during the project. Source Control of Pollution No significant pollution will be caused by this new development activity. Equipment will he minimal, as is normal (irr a small residential construction project. Equipment and materials will he stored and used within the boundaries of'the subject lot and kept covered or secured as required by site conditions. Dust and other airborne particulates will be controlled by watering down the disturbed areas, if necessary during dry weather. During wet weather, runoff will he contained on site or filtered and diverted to the existing storm water removal system. The permanent residential site is not expected to produce any undue pollution. The septic system (permit fSEP03-00030)is new and sufficient for the size of the home. There are no commercial or industrial machines or equipment to he stored or used on site. No -chemicals or pesticides other than routine residential quantities and uses will he on site. Preservation of Natural Drainage Systems and Outfalls Existing drainage ditches along Cedar and Hemlock Streets are designed to handle normal runoff in this residential development, and will he undisturbed by the permanent site development. Rain collected by the gutters on the house will be contained in pipes to the drainage ditches. Action will he taken as needed to prevent impact during construction. Temporary measures may include stabilization of the sides of the existing ditches, diversion of runoff to stabilized entry points, creation of berms to contain water on site, and installation of filtering materials such as rock,jute or screening to prevent excess sediment from being carried into the established drainage system. On-Site Stormwater Management The house will he equipped with gutters and downspouts draining through underground pipes to the existing drainage ditch on Cedar Street. Storni water runoll from the driveway will follow the natural drainage patterns to the curtain drain bordering the lot to the north, and to the drainage ditch on Hemlock. 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