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Home My WebLink AboutBLD2002-00064 II T . t 4 4 BUILDING PERMIT APPLICATION Review Type:ype: I I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD02-00064 Received Date: 2/11/2002 SITE ADDRESS: 75 TIMBER RIDGE DR PORT LUDLOW, 98365 OWNER: PORT LUDLOW ASSOCIATES LLC PHONE: (360)437-2101 70 BREAKER LN PORT LUDLOW WA 98365-9766 SUBDIVISION: TIMBERTON VILLAGE PHASE II Block: Lot: 46 PARCEL NUMBER: 998500046 Section: 17 Township: 28 N Range: 01 E CONTRACTOR: OWNER PHONE REPRESENTATIVE(S): PROJECT DESCRIPTIO SINGLE FAMILY RESIDENCE W/ATTACHED GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,585 VALUATION 182,000.00 ADD'L: 725 HEAT TYPE: HTP CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: 615 SHORELINE: CONST TYPE: DECK: 109 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: SEW WATER SYSTEM: PUBLIC PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 3 Prop: 3 Seismic Streams Total: 3 Total: 3 Flood Way Floodplain F&W Landslide Routing Date: 1 1 J Shoreline Aquifer `u� `� orest: Commercial Rural Proximity_ Flat Conditions Type Amount Paid By: Date: Receipt: ved/latP Permit $1,452.95 MAM 02/11/02 45629 APPRV ,E State Building Code $4.50 MAM 02/11/02 45629 Potable Water Application $30.00 MAM 02/11/02 45629 Total: $1,487.45 it/ 2 $ 1001 DEFT.OF C• 1 N ENT SIGMA di, Y S ! BY POF LUDLOW ASSOCIATES: 2— 7— 2 :10:03AM 1 60 33 72S2 —P 3�5 0379 4 :#'4/ 4 IB"T Minn Cain Fora Mar tt lorbmin of Ciiiiity levees .. 121� Port 11Mnr�rd PIA OM . f ti 44.„,;cit. 0+) Perot Ablpllicattkj 7s- i lon b,. eic/4 c. eif Project DeIariptions �� 8 nstle FamiYu Re.@4o �� ri�e viAttached _Gum, .....�._� - Z ""5'y'r` Buifdieea irlype: � Prajee#Tie:� Frame g Sing. Faa y 1 ` `Gt-E I -`�D , New Wood 8 Gimp .. o .+t. Z Additioas Lr Steel : Modular Cammscx� �� 2� 2 �, rtheration/Remcdd _ Concrete Repair : Masonry 2 Mu Industrial i.faamty/#of Units C Dea "0soIition OOther, 2. Other; JEFFERSON COUNTY DCD �Bedrooms; Bathroom ' Type of Sewage Disposal: Type of Hedi CWoslw:CieSia e one: Pia sF ---" End r.__._ 2 Sewer ❑Comma ity*ste n ❑ Electricity 0 Oil Pc' ,_3---- Prepoaedi r...3..._. C Individual ❑ Woodstove 0 Probe Total: __.3,_- TOW; yam,,_ If trot fewer,fill out the faliow3ag: 2 Haar NET C Conventional 0 Alternative 0 Other �— Permit# SEP Water Supply: , — C. Two psi Wel GS Public Name of grater eyscgrs; 01 is Wa ter & eye r, Inc. Square Foot4g For • ce s . Main Floor 1,585 O5 r C� ° # 9 . 1�C9 �^ LTBC + �� . ,t t".3C GROUP 2nm Floor 725 H al i cg r c Base fee _t .Pik. 9 - 3.1 Floor — Plan Check fee stack.flan 5 t 2 .. Htd Basement _- ..i..-. . —- State Surcharge fee _ .i4. so -- Urtitd Basement Subtotal , d L'°te w L1 5 Garage/Carport 815 6 t.. '0 Pot Waxer Review fee 20 • OD Decks 109 T 1 c i9 D off APIk fee , O .�-�'"""Commercial I - ( 1 { 0 TOTAL 1 5 6 '+5 ' Industrial 01`�J Receipt # 'YS (0oZ 9 Other Cash/Check # 3 G?( Total Valuation; _ __ Initials AA-C-- Or �'' f Date // --4 7 tEstimated : 182,000 —.�. - --- - ..1*•••••••••MNIEW 16.100.0 If wi ' 00' of horeline, Distance to r Water Mark - ft. Bank Height �,_ _„„ft. Signature Data 6 2-- • t'0/170 39t)ci ma 00 d33f LSb'ELE09E ET:t t 30 2/L0I'Z0 SPECIAL CONDITIONS FOR CASE BLD02-00064 1.) The application was reviewed by the Jefferson County Department of Community Development staff on February 21, 2002 for the potential presence of Critical Areas (CAs) under the provisions of the Jefferson County Interim Critical Areas Ordinance (JCICAO). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following CAs were confirmed to be present on the subject property: Slight Landslide Hazard Area entire lot. 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.) A Geotechnical Report was submitted January 15, 1997 in conjunction with the subdivision application to address the landslide hazard area. 4.) The Washington State Department of Fish and Wildlife visted the site area to review possible impacts to osprey nests. According to WDFW records, no observations of nesting osprey were documented. WDFW recommended that the removal of snags or live trees suitable for nesting may impact future nesting of osprey by eliminating potential nesting structure and should be avoided. Construction during the nesting period (April 1st through October 1st) should be avoided if a nesting pair is identified within 660 feet of the proposed construction. 5.) The applicant is proposing to create or add 3090 square feet of impervious surface and 2842 square feet of land disturbing activities. A condition of the plat approval requires that your proposal submit a Small Parcel Erosion and Sedimentation Control Plan. 6.) A Small Parcel Erosion and Sedimentation 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. 7.) 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). 8.) This approval is for a single family residence with attached 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. 9.) The site plan as submitted with the building permit application on February 11, 2002 has been reviewed for consistency under the MPR. It has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the approved site plan date stamped February 11, 2002 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 10.) The parcel is a legal conforming lot that is designated as Single Family- 4 dwelling units per acre (MPR-SF 4:1) under the Jefferson County Comprehensive Plan Land Use Map, effective August 28, 1998. 11.) A Boundary Line Adjustment (EXP98-00038)was approved October 8, 1998 to enlarge the lot by approximately 0.03 acres. 12.) Based on Section 3.107 of the Port Ludlow Master Planned Resort Code (Ordinance# 08-1004-99) accessory dwelling units shall not be allowed in the MPR-SF zone. 13.) Maximum Impervious Coverage on lot 46 shall not exceed 45 percent. 14.) Minimum setback from Timber Ridge Drive right-of-way shall be 20 feet. Minimum side yard setback shall be 5 feet. Minimum rear yard setback shall be 5 feet. 15.) The building,height shall not exceed thirty-five (35) feet. • i:\F_BLD_Permit_Buildng.rpt 10/29/19 l'eftl. °N cd JEFFERSON COUNTY 1 DEPARTMENT OF COMMUNITY DEVELOPMENT EaCWEVENTO 4 4' 621 Sheridan Street • Port Townsend • Washington 98368 `94"1Nelt° 360/379-4450 • 800/831-2678 • 360/379-4451 Fax l t3 11 r.. STORMWATER CALCULATION SHEET JEFFERSON COUNTY DCD Pursuant to Unified Development Code section 6.7, all new development and redevelopment must conform to the standards and minimum requirements set by the Washington Department of Ecology Stormwater Management Manual for the Puget Sound Basin (SMM). For specific information regarding the stormwater minimum requirements refer to UDC section 6.7. Generally, the minimum requirements and thresholds for developing specific plans are as follows: • Small Parcel Erosion and Sediment Control Plan—Generally, this is required for all development that (1)creates or adds less than 5,000 square feet of impervious area; (2)the construction of individual detached single-family residences,accessory dwelling units, or duplexes creating or adding more than 3,000 sq/ft but less than 5,000 sq/ft of impervious surface; and (3) land-disturbing activities of 10,000 sq/ft or more but less than one acre. • Large Parcel Erosion and Sediment Control Plan (prepared by a licensed engineer)—Generally, this is required for all development that includes: (1) the creation or addition of 5,000 or more sq/ft of impervious surface; and (2) land disturbing activities of one acre or more. If this is required you should contact a licensed engineer. • Permanent Storrnwater Quality Control Plan—Generally, this is required for all development that(1)creates or adds less than 5,000 sq/ft of impervious surface that covers more than 50%of the site;and (2)the creation or addition of 5,000 or more sq/ft of impervious surface Ncn land disturbing activities of less than one acre. • Stormwater Site Plan — Generally, this is required for all development that includes: (1) the preparation of a Large Parcel Erosion and Sediment Control Plan; and (2) redevelopment of 5,000 or more sq/ft of impervious surface; and (3)when the specific conditions contained in UDC section 6.7.5(b)apply. IMPERVIOUS SURFACE NEW i EXISTING Structures(all roof area) 2402 sq/ft Structures(all roof area) sq/ft Driveway 400 sq/ft Driveway sq/ft Sidewalks 80 sq/ft Sidewalks sq/ft Concrete Patios sq/ft Concrete Patios sq/ft Decks 208 sq/ft Decks sq/ft Other sq/ft Other sq/ft Total New ?n g 0 sq/ft Total Existing sq/ft TOTAL NEW+ TOTAL EXISTING* 3090 sq/ft 'This amount will be used to check total lot coverage Please also indicate the amount of land disturbing activity, in addition to the creation of impervious surface, that will take place: LAND DISTURBING ACTIVITY Drainfield area cleared sq/ft Well, Structures, Utilities, etc. 2442 sq/ft Driveway 400 sq/ft Other sq/ft Total Land Disturbance 2842 sq/ft • z r BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 (800) 831-2678 PERMIT #: BLD02-00064 Received Date 02/11/2002 SITE ADDRESS: 75 TIMBER RIDGE DR Issue Date 03/4/2002 PORT LUDLOW, 98365 APPLICANT: PORT LUDLOW ASSOCIATES LLC PHONE: (360)437-2101 70 BREAKER LN PORT LUDLOW WA 98365-9766 SUBDIVISION: TIMBERTON VILLAGE PHASE II Block: Lot: 46 PARCEL NUMBER: 998500046 Section: 17 Township: 28 N Range: 01 E CONTRACTOR: PORT LUDLOW ASSOCIATES LLC PHONE: (360)437-2101 70 BREAKER LN PORT LUDLOW WA 98365 Contractor's License: PORTLAL994L8 Expires: 04/20/2002 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION SINGLE FAMILY RESIDENCE W/ATTACHED GARAGE REQUIRED INSPECTIONS: ��/ � 1�1 p3 ��i„ 1 [ ] `S 0ETBACKS / Footings: Pp Pt, _u,Av 3 ' L1PF f ' [ ] Foundation: Ok 10/4.04 rn1 Ye7/63, [ ] Underground Plumbing/Underground Insulation: Shear Wall: Per Goico-tc_f;o�).C. 1-3 a7. [ ] Framing/Plumbing: l,L 27 Boa [ ] Propane Tank/Lines: AtrrEk/oe- A Zhves .34/v ( ] Insulation: ,9X L/33/3/01/ //aL�t , �� [ ] Sheetrock: tj ' 3/ �/7 [ ] Septic System Final Approval: ( ] 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. 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Lane, Pt . Ludlow, WA 98365 Assessor's Parcel Number: Building Permit or Septic Permit Application Number(if applicable): % Brief Project Description: ,:;>, ,.- New Single Family Residence with Attached Garage. <`1 Tr ' ' 4 i Site Location: Person Responsible for BMP Installation and Maintenance: Jeff Evanger ,<<k ` J Address: Port Ludlow Associates _LLC - Pt; Ludlow WA 98365 Telephone: (360) 437-2101 extent Practices (BMPs) that you will implement during land 1 1. Describe/check the Best Manag i disturbing activities or construction to control erosion and prevent sediment from entering water bodies (marine waters, streams, rivers, lakes, or wetlands) or impacting adjacent property or roads. Please check the measures you plan to implement and show their approximate location on the site plan. You may also propose measures other than those listed. Attach additional sheets, if more space is required. [ 1 Stabilize construction access route. Limit construction vehicles to one route, if feasible. Provide a stabilized construction access by applying quarry spalls, ballast, or crushed rock f to minimize tracking sediment onto roads. (See attached illustration from 5tormwater Management Manual.) If sediment is transported onto roads, they will be cleaned thoroughly. ( I Minimize the extent of band disturbing activity and preserve existing vegetation. Preserve buffers of well-established vegetation between disturbed areas property boundaries, roans, water bodies, and designated criti areas (Aep r It L si✓¢� habitat areas, landslide or erosion hazard area, etc.). STORMWATER PLAN LFEB2102 1EFFER N C TY4PIP DEPT.Of CO T /• . 'ENT SIGNATUR . EROSION AND SEDIMENT CONTROL WORKSHEET 2. Describe how disturbed areas will be permanently stabilized (seeded, landscaped, apply gravel base to roadways, etc.) Areas that are disturbed will be landscaped with natural type vegetation and lawn to property line. • 3. Describe how runoff from impervious surfaces will be controlled (disperse to vegetated areas to infiltrate, dry well, infiltration trench, route runoff to existing drainage facilities, etc.). All impervious surfaces will be run to roof drains and/or catch basins as designed into the plat requirements. 7 4T)\ orY AT*/ EROSION AND SEDIMENT CONTRQL WORKSHEET 4. Specify your construction sequence. Describe the timing of all land disturbing activities (clearing and grading, construction, installation of drainage facilities, landscaping, etc.) and Best Management Practices. Describe proposed maintenance of BMPs. After excavation the soil piles will be covered and silt fence will be installed. Silt fence will be left in place until we are ready to landscape and all roof drains/catch basins are in. Landscaping will be installed as early as possible on the exterior of the building when all exterior concrete work is completed. The Best Management Practices proposed above will be implemented to control erosion, sediment, and storm ff I will notify the Permit Center for inspections as required. / 4 kffi/fre-- 11 A2-- Signature of Owner/Agent Date (Jeff Evanger) sI,F �r ,ter, EROSION AND SEDIMENT CONTROL WORKSHEET ( 1 Phase clearing so that only areas that are actively being worked are uncovered. [ J Start and complete land disturbing activities and stabilize the site between April 1 and September 30. Stabilization means that disturbed areas will have well-established plant cover or be landscaped to minimize erosion. pq Stabilize exposed soil Exposed and unworked soil will be covered within 2 days between October 1 and March 31 and within 7 days between April 1 and September 30. [ I Cover exposed soil with a minimum of 2 inches of straw or hay or other material approved for this purpose. [ J Cover soil stockpiles with plastic sheeting and locate away from water bodies, roads, and property lines. [ J Place gravel base on roads,driveways,and parking areas after clearing and subgrade preparation. • [Iq Protect adjacent properties and water bodies from sediment deposition: . . [ J Place straw or hay bales in ditches and drainage ways down slope from areas of land disturbing activity to filter runoff before it leaves the project site or enters water bodies. (See attached illustrations from Stormwater Management_Man>�.) [ J Install a filter fence down slope from areas of land disturbing activity.o filter runoff before it leaves the project site or enters water bodies. (See attached illustration from Stormwater Management Manual.) Regularly inspect and maintain all BMPs especially after storms events. [ J Describe other erosion and sediment control Best Management Practices. Be specific as to design and specifications. Site is very flat with sandy soils. So I believe the above measures will be sufficient. .S •7.1Mi)iri:Vf z .1.: , 1 .fc