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HomeMy WebLinkAboutBLD2002-00367 BUILDING PERMIT Jefferson County Depmmni 621 Sheridan Streetart, Poentrt of TownsendComu , Wty AD 98368Development (360)379-4450 FAX (360)379-4451 PERMIT #: BLD02-00367 Received Date 12/11/2002 SITE ADDRESS: 151 PORTER LN Issue Date 01/6/2003 PORT TOWNSEND, 98368 APPLICANT: ART T GREENBERG PHONE: (360)379-0374 PATRICIA HOOD GREENBERG 918 MC PHERSON PORT TOWNSEND WA 98368 SUBDIVISION: Block: Lot: T 55 PARCEL NUMBER: 001063015 Section: 6 Township: 30 N Range: 01 W CONTRACTOR: WALTENBAUGH CONSTRUCTION CO PHONE: (360)385-6105 355 LOFTUS PORT TOWNSEND WA 98368 Contractor's License: WALTECC012BA Expires: 01/01/2004 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION SINGLE FAMILY RESIDENCE W/ATTACHED GARAGE REQUIRED INSPECTIONS: • j [ ] SETBACKS / Footings: c'�r er<- _ q1"22JO3 [ ] Foundation: OK I/eondson S14/63 gct [ ] Underground Plumbing/Underground Insulation: [ ] Shear Wall: -�'1e'T w(c©NO -6-3o-D3 /)` C- /Xr`t` ~/.5"-� _~ [ 1 Framing/Plumbing: (1X-17/5 J.c p C� �r/CGii . _ PX'd,765 [ ] Propane Tank/Lines: [ ] Insulation: /4., a- 1 D..-0- [ ] Sheetrock: (1 K'>4 t, - e. [ ] Septic System Final Approval: _ [ ] Zoning Final Approval: i [ ] Final/Occupancy Approval: 1>K -rol- G% ,/gi/i Al 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. SPECIAL CONDITIONS APPLY -SEE REVERSE HOT LINE AVAILABLE 24 HOURS A DAY • i SPECIAL CONDITIONS FOR CASE # BLD02-00367 1.) The application was reviewed by the Jefferson County Department of Community Development staff on February 11, 2002 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, landslide 3, eagle, natural/suburban shoreline designation. 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 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. 6.) A Geotechnical Report dated May 2000 prepared by NTI that was reviewed in conjunction with a BAD (CAR00-0156)for a parcel located approximately 150 feet to the west, was also reviewed and utilized for this proposal. A setback of 90-feet shall be measured perpendicularly from the top or toe of the geologic hazard to any proposed structures. 7.) 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. 8.) 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." 9.) All construction activities shall not encroach upon the buffer. This includes the storage or preparation of materials. 10.) 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. 11.) 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. 12.) To help prevent seawater from intruding landward into underground aquifers, all new development activity on Marrowstone Island, and within 500 feet of any marine shoreline shall be required to infiltrate all stormwater runoff, to the maximum extent practicable, onsite. 13.) The applicant shall fully adhere to all conditions and requirements of the one-page eagle habitat management plan dated May 21, 2002. • • 14.) A Small Parcel Erosion and Sediment Control Plan has been submitted, revised by the county, 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. 15.) 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). 16.) The revised site plan dated July 17, 2002 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 July 17, 2002 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 17.) 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. 18.) The parcel has been designated as RR 1:5 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 19.) Porter Lane is a private road (P135) therefore a county road approach permit is not required. 20.) An address has been assigned to the parcel; 151 Port Lane, Port Townsend. 21.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 22.) The building height shall not exceed 35 feet. 23.) Minimum setback from Porter Lane right-of-way shall be 20 feet. Minimum side yard setbacks shall be 5 feet. Minimum setback from top of bank as measured from "trail"to staked footprint on July 10, 2002 shall be 90 feet. 24.) If development is proposed to be located within 200 feet of the Ordinary High Water Mark (OHWM), it is subject to the provisions of the Jefferson County Shoreline Management Master Program. 25.) • • SITE VISIT: January 23, 2003: A site visit was conducted by staff and the DCD Director on January 23, 2003 due to numerous phone calls from Bob LaFraugh and Walter Vaux regarding concerns with location of the proposed residence for the Greenberg's. Staff findings are identified below: 1. Walter Vaux (APN 001063009): Setback from top of bank to existing foundation is approximately 123 feet. Geotechnical report prepared by NTI dated May 2000 recommended a 120-foot minimum setback. A letter dated May 31, 2000 from NTI states that with additional analysis a potential setback of 75 feet may be possible. 2. Jim Switz (APN 001063010): Setback from top of bank to foundation is approximately 107 feet. A deck and walkway with hot tub are located between the bluff and residence. A septic permit (SEP94-0287) located between the house and bluff is currently being used for stormwater as identified in the county records. At time of this construction, no adjacent structures existed. A geotechnical report was not submitted with the septic permit, residence, or the detached office and garage. 3. Bob LaFraugh (APN 001063017): The setback from top of bank to the foundation was not measured by staff. Septic file indicates an approximate 80 foot setback from foundation to bluff. No geotechnical report was submitted with either of these permits. 4. The May 2000 geotechnical report (for APN 001063009) as prepared by NTI was referenced with the SPAAD (ZONO2-0016) as best available science and was not transferred to the Greenberg's proposal, but reviewed only as area best available science. The geotechnical report identified a 120 foot setback, whereas the county identified a 90-foot setback from the top or toe of the geologic hazard area to proposed structures. SITE VISIT: January 28, 2003 A site visit was conducted by staff and the DCD Director on January 28, 2003 to establish the setback for the Greenberg's residence based on concerns from the adjacent neighbors. The UDC identifies that landslide hazard areas shall have a minimum 30-foot buffer from top or toe of bank. The Shoreline Management Master Program (SMMP) Section 5.160 "Residential Development" Performance Standard 9 requires that if the bank is over 10 feet in height (this bank is over 10 feet in height)for every foot of bank height you measure one foot landward to a maximum of 100 feet, EXCEPT, as stated the SMMP Section 5.160 "Residential Development" Performance Standard 9.a, if their are existing residences located within 300 feet of the proposed foundation, a "shoreline averaging" setback of those residences or whichever is less, may be established (see Figure 4 and 5 of the SMMP). (In this case there is an existing residence on each side of the proposed Greenberg's residence). Therefore, based on the above, the DCD department identified the building setback line as staked in the field by the contractor, and painted on the ground to be (as measured by the Director on 1/23/03) 80 feet from top of bank. The identified stake and setback line is approximately 9 feet landward from the "average shoreline setback line"from Bob LaFraugh and Jim Switz's existing foundations. is\F_BLD_Permit_Buildng.rpt 10/29/19 — 2e..\/t It)BUILDING PERMIT APPLICIJN MRLA02 0eview 0p349 Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD02-00367 Received Date: 12/11/2002 SITE ADDRESS: 151 PORTER LN PORT TOWNSEND, 98368 OWNER: ART T GREENBERG PHONE: (360)379-0374 PATRICIA HOOD GREENBERG 918 MC PHERSON PORT TOWNSEND WA 98368 SUBDIVISION: Block: Lot: T 55 PARCEL NUMBER: 001063015 Section: 6 Township: 30 N Range: 01 W CONTRACTOR: WALTENBAUGH CONSTRUCTION CO PHONE: (360)385-6105 355 LOFTUS PORT TOWNSEND WA 98368 Contractor's License WALTECC012BA Expires 1/1/2004 REPRESENTATIVE: WALTENBAUGH CONSTRUCTII PHONE: (360)385-6105 355 LOFTUS RD PORT TOWNSEND WA 98368 PROJECT DESCRIPTION SINGLE FAMILY RESIDENCE VJI ATTACHED (aA -AOE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 2,448 VALUATION 310,000.00 ADD'L: 0 HEAT TYPE: PRO CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: 946 SHORELINE: CONST TYPE: DECK: 912 SETBACK: 90 BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: PWELL PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 2 Prop: 2 Seismic Streams Total: 2 Total: 2 Flood Way Floodplain Routing Date: ] Landslide I_ ��� Q�, F&W Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: Approved/Date Permit $2,169.75 MAM 06/25/02 48046 APPROVED Plan Check $1,410.34 MAM 06/25/02 48046 State Building Code $4.50 MAM 06/25/02 48046 JAN - 6 2002 Potable Water Application $50.00 MAM 06/25/02 48046 Permit $162.40 MAM 12/11/02 51512 Jefferson County Planning Plan Check $105.56 MAM 12/11/02 51512 & Building Department Total: $3,902.55 fel,/7.4 41--n 1 k•I.- I(1,al9 V 706 Jefferson Co I meat of Community Development �j� 621 Suntan Street, t Townsend WA 88368 13601 378-4450 � erni) 1Smoo App_ O c11©1TU riN Project Description: 1c ) (,t'L P �" t wR 2LD —367 Building Type: Project Type: Frame Type: Single Family 'New >r Wood g Garage Attached/Detached 0 Addition ❑ Steel ❑ Modular ❑ Alteration/Remodel ❑ Concrete ❑ Commercial 0 Repair ❑ Masonry ❑ Multi-family/# of Units ❑ Demolition ❑ Other: ❑ Industrial ❑ Other: Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: Existing: ❑ Sewer ❑ Community System ❑ Electricity ❑ Oil Proposed: Proposed: X Individual System ❑ Woodstove Propane Total: a Total: — _ If not sewer,fill out the following: ❑ Heat Pump Conventional ❑ Alternative ❑ Other Permit# SEP Water Supply: ❑ Private well ❑ Two Party Well❑ Public:Name of water system: Square Footage: 11 L GG,�� ' / For Office Use Only mot. ' d NEW (SG! -�' Main Floor 2141 3 151 gob• % Consistency Review 47.00 47.00 2ND Floor Base fee aj44-1c 2,33z-151 1b2. 4o 3rd Floor 65% t410.3`i 1515 qn 1WS-% Plan Check fee— Htd Basement State Surcharge fee 4' 4-50 Unhtd Basement Subtotal ' 10631.5C1 5� ;Mt% •Q(p Garage/Carport 1-4 Z Z ' zZ' Pot itevievi PL $L aS Decks CU 11 Z 1 14-61�, '�-( 911/11/Rd Approach fee Y/ Commercial (,j' . TOTAL 2.01 R( Industrial Receipt# 9(5 2. Other Cash/Check# (SLj- 5— , Total Valuation: Initials 102113 Or � Lr L} Date 21/( OZ Estimated C st: If within 20 ne, Distance to Bank or Ordinary High Water Mark 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 harml- Jefferson County against all liabilities,judgments,court costs,reasonable attomey's fees and expenses which may in any way accrue against Jefferson County as a result of or in cons 'ence of the granting of this permit. I further agree to provi— .I ess and right of en/to Jefferson County and it's employees,representatives or agents for the purpose of ap cation review and any required later inspections. Access and nght of e�r the applicant's p I rty or structure shall be requested and shall occur during regular business hours. Signature•%l/ L/ul -� Date: l �� OVER tk- H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01