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Home My WebLink AboutBLD2003-00727 • 4111 MLA03-00623 Review Type: I MANUFACTURED/ MOBILE HOME INSTALLATION APPLICATION Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: . BLD03-00727 Received Date: 11/19/2003 SITE ADDRESS: --; BLUEBERRY HILL RD PORT LUDLOW, 98365 APPLICANT: FRANK E MC DONALD PHONE: (360)437-5057 261 BLUEBERRY HILL RD PORT LUDLOW WA 98365-8766 SUBDIVISION: Block: Lot: TX 53 PARCEL NUMBER: 821334054 Section: 33 Township: 28 N Range: 01 E CONTRACTOR/ DEALER: INSTALLER: GREGORY A DECKER WAINS1353 9/1/2003 (360) 697-3456 GOLDEN HOME INC SEQUIM WA 98382 REPRESENTATIVE: CHUCK TURPIN PHONE: (360) 681-7559 261581 HIGHWAY 101 SEQUIM WA 98382 PROJECT DESCRIPTION: NEW MANUFACTURED HOME TYPE OF WORK MOB MANUFACTURED HOME: SHORELINE: TYPE OF IMP NEW MAKE: SKYLINE SETBACK: VALUATION 46,390.00 YEAR: 2003 LABOR & INDUSTRIES APPROVAL? SIZE: 28 X 38 BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: PUD BEDROOMS: BATHROOMS: PARCEL TAGS: YES NO Exist: 2 Exist: 2 STORMWATER: YES NO Prop: Prop: 0 AREA Plat Conditions Total: 2 Total: 2 Wetland Erosion Seismic Streams Flood Way Floodplain Routing Date: F&W Landslide Shoreline Aquifer Type Amount Paid By: Date: Receipt: PPRov E Manufactured Homes $151.00 KAS 11/19/03 60436 Potable Water Application $51.00 KAS 11/19/03 60436 JAN Z 0 2004 Total: $202.00 Jefferson County Plannin'4-tztn irrteea*---ireLOS & Building Department • 9 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#: BLD03-00727 Received Date: 11/19/200: SITE ADDRESS: 281 BLUEBERRY HILL RD Issue Date: 1/20/200 PORT LUDLOW, 98365 APPLICANT: FRANK E MC DONALD 261 BLUEBERRY HILL RD PORT LUDLOW WA 98365-8766 SUBDIVISION: Block: Lot: TX 53 PARCEL#: 821334054 Section: 33 Township: 28 N Range: 01 E CONTRACTOR/ DEALER INSTALLER: GREGORY A DECKER WAINS1353 Expires: 9/30/200E (360)681-7559 GOLDEN HOME INC SEQUIM WA 98382 PROJECT DESCRIPTION: NEW MANUFACTURED HOME MAKE: SKYLINE YEAR: 2003 SIZE: 28 X 38 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 1/20/2005. REQUIRED INSPECTIONS: [ ] Setbacks/Footing (CONTINUOUS FOOTING, SLAB or PADS USED): .s/BAC1C5 .e,,/< iliLk SLAB oK I f,¢/611 [ ] Blocking/Plumbing: rx..4C1(11.14 ,E-r /1i)4TTu L/aes 4k I�Z01t4" [ ] Zoning Approval: [ ] Septic System Approval: *' Z[ ] Final/Skirting/Vents/Porches/Steps: I ,/ZS, /AV 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 • • SPECIAL CONDITIONS CASE # BLD03-00727 1.) The application was reviewed by the Jefferson County Department of Community Development staff on November 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: landslide 1; SUSC aquifer recharge area; high risk SIPZ. 2.) 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. 3.) 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. 4.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 5.) 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. 6.) The parcel is located within a High Risk SIPZ (seawater intrusion protection zone) according to the County GIS map. There are 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 High Risk SIPZ is defined as: areas within 1,000 feet of a groundwater source with a history of chloride analyses above 200 milligrams per liter(mg/L). 7.) A vegetative buffer of 30-feet shall be permanently maintained from the top or edge of the Landslide Hazard Area. All buffers shall be measured perpendicularly from the top of the Landslide Hazard Area. 8.) Landslide Hazard Areas and their associated buffers shall remain naturally vegetated. Should buffer disturbance occur during construction, the Unified Development Code (UDC)Administrator shall require replanting with native vegetation. No alterations shall be made to the Landslide Hazard Area or its associated buffer without prior authorization by the UDC Administrator. 9.) Prior to and during approved construction activities, the perimeter of the landslide hazard area buffer shall be marked with a temporary sign. The sign shall be placed in such a manner that it can be directly observed from the construction area. The sign shall contain the following statement: "Landslide Hazard Area and Buffer- Do not Remove or Alter Existing Vegetation." 10.) All construction activities shall not encroach upon the buffer. This includes the storage or preparation of materials. 11.) The applicant shall permanently separate the boundary of the Landslide Hazard Area Buffer from the remainder of the subject property through installing logs, trees, a hedge row, or any other prominent physical marking approved by the UDC Administrator. • 12.) 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. 13.) 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). 14.) This approval is for a manufactured home 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. 15.) The site plan as submitted with the manufactured home installation application on November 19, 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 December 17, 2003 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 16.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 17.) 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). 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.) Minimum setback from south edge of Blueberry Hill Road right-of-way shall be 10 feet (per approval from Al Scalf, UDC Administrator on 12/17/03). Minimum side yard setbacks shall be 5 feet. Minimum setback from top of bank located on the south end of parcel shall be 30 feet. 21.) An address of 281 Blueberry Hill Road, Port Ludlow has been assigned to the parcel. Blueberry Hill road is a county local access road (C505309). However, this portion of the road appears to be private road. 22.) A septic permit (SEP03-0281)for 240 GPD will be issued with the building permit for the manufactured house (BLD03-0727). A road approach permit (RAP03-0249)will be issued with the building permit. A building permit (BLD 03-0728)for a retaining wall will be issued with the manufacture home permit. 23.) Per discussion with Al Scalf(Director) on December 17, 2003 proceed with processing of permits as submitted. Site plan as submitted is adequate for front yard setbacks given the existing conditions of neighboring properties. Ill JEFFERSON COUNTY CO. NITY DEVELOPMENT 621 SHERIDAN ST, PIOT TOWNSEND WA 98368 MANUFACTURED HOME INSTALLATION PERMIT APPLICATION X NEW BUILDING 0 REPLACEMENT SIZE ol�' X 3? NOV 19 2003 YEAR ,003 MAKE SK l//JC a_`OFco4a.it/,r,-9u iY Se ',LE VE COST 4 (a370. °° --___ BEDROOMS: BATHROOMS: 2 EXISTING EXISTING • PROPOSED PROPOSED TOTAL TOTAL - TYPE OF SEWAGE DISPOSAL: WATER SUPPLY: ❑ SEWER 0 COMMUNITY SYSTEM 0 PRIVATE WELL 0 TWO PARY WELL ❑ INDIVIDUAL SYSTEM 0 Conventional ' , PUBLIC 11 ,/ PERMIT#SEP 0 Alternative Name of water system: POo 015/4 �J • - 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/ownet 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 Hof 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 .�Csi [-� /1)(41r,d) , DATE //' 1 - 62-3 NAME(PLEASE PRINT) F �.- / I c,D91 c1 FOR OFFICE USE ONLY ' 'Ck:'atViiLl0:1: CONSISTENCY`REVIEW FEE _47.QQ RECEIPT# ' . 1 BASE FEE " . _ ADDITIONAL SECTIONS CASH/CK# } " f ' #`''"'"4-� � a SUBTOTAL DATE /_�;/ POTABLE WATER 911/ROAD APPROACH l A TOTAL -la 1 H'.HOME\PLNCNTR\INFOBLD\FORMSIMOBILEAP.11/26/01 NOTE: EITHER AREA MAY BE USED FOR THE PRIMARY DRAINFIELD. WHICHEVER IS USED FOR THE PRIMARY, AUTOMATICA] DESIGNATES THE OTHER AREA AS THE RESERVE AREA. THE LOWER (STHLY. ) AREA Is PREFERRED, AS THE SOIL IS ENTIRELY NATIVE. THE UPPER (WSTLY.) AREA MAY BE USED; PROVIDED, THAT THE DRAINFIELD TRENCH ,r., a� "l �.'. '° 'Id ) S INSTALLED ENTIRELY IN THE NATIVE SOIL, AS SOME OLD FILL OVERLIES THIS AREA. As THE DEPTH - 1 OF THIS NON-NATIVE FILL DEEPENS. FROM NORTH TO SOUTH, TRENCHES WILL BE INSTALLED PROGRESSIVELY D EPER. WHERE THE DEPTH OF THE FILL ABOVE THE TRENCH EXCEDES 18", THE EXCESS FILL IS TO BE REMOVEI ,1,ftaOR To INSTALLATION. IN THE VICINITY EOOZ s ) AON ;,� ITY OF SOIL LOG # 2, FOR EXAMPLE, A MINIMUM :,�; bf(r 18" OF THE EXISTING FILL WOULD BE REMOVED. , --- --- ' VII _____r_.........,..,,,,,„,„.............................,.... I, L f�` t i ' c i ...17 PERMIT # OL APPROX. EDGE OF 1a) 3 - 0 7 2 " 3L) ESMT EXISTING ACCESS ROAD REFERENCE 65 / n COUNTY DC ELEVATION 6I / ,......�.j.. Mk go ........01/0/4 ar 010111 _....- ELE. WATER 98 METERS / ,�__ D . ' I ELE` EXISTING CONCRETE I • 44rOw .0111 womiimimma i 971 SLAB''' .... ._.! ----------1- le 101 ' rEgl ....,- ? E' DOUBLEV"E SHED g 2B FF = 88/951±,,8, x38') t"` O w ELE. 85i �OELE. � 881461, I INTERLOCKING WOOD 4 3034 PVC � ► � CONCRETE ECOLOGY I SHED SEWER PIPE (No v BLOCKS ENGINEERED 14:47. 14•C;41 RETAINING WALLFOUNDATI, ) I10, o . SPORT81 Amk �` ICOURTINN.:411111`f / ELE: 82i �` Ii LSD a E. 6' _ _ , -.. r " a__% --- X-- x 0 6' `8' SD PVC SEWER CV PIPE SCALE: a.E. 9L2 ELE .0 1" = 20 FEET -mg • ® 78z< '�F+.,D _ ` -� I, ; ` SD = STEPDOWN AppRO O LEVELED ."T ,�'r'Q�/ 51TE PLAN ` AREA 1 w EL Y . � 1P.�, / Q 72 'rrc .40.. 4 .4. \ f, -,%-, !q 410 1x DEC i QP. y j /'� 6 °SD '�►' '�„�" ' 1 Mr 1IASI . ! MARY OR -..Of. — �A� SD 6' , , . �5, DN T° , i�tl'IIa:444 - SERVE AREA " ... �� sty ` 1 ..�._ `. (30' x 35' ) ± 6ELE. 5' li • storm' ater II %' 1( 32' R/ W PRIMARY OR RESERVE VAA'111AREA ro 25 iO (30' x 55' ) ± A '1.41 G HWAN( ,,;•,, A.,.: 1..0,4, R / W ;N STATE KEY: .. ENSED ''"' 0 SI"N A... �w` �'!/I1 % /I - 1150 GALLON, CONCRETE, 2-COMPARTMENT, SEPTIC TANK W/SCREENED OUTLET BAFFLE A' = SUGGESTED PRIMARY DRAINFIELD CONFIGURATION FRANK McDONALD 1 80' OF 36" WIDE TRENCH IN SERIAL DISTRIBUTION a11ILD/NG SITE rs l = SUGGESTED RESERVE DRAINFIELD CONFIGURATION APPL. I CA TION 80' OF 36" WIDE TRENCH / SERIAL DISTRIBUTION PREPARED BY: DATE: CHARLES H. POLLMAR g ASSOCIATES NOVEMBER 200 10081 ARROW POINT DRIVE NE BAINBRIDGE ISLAND, WASHINGTON 98110 DRAWN BY: (206) 842-7927 C'j/P