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HomeMy WebLinkAboutBLD2003-00296 BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD03-00296 Received Date 05/8/2003 SITE ADDRESS: 513 PORTER LN Issue Date 06/18/2003 PORT TOWNSEND, 98368 APPLICANT: ANTHONY Y PELLECCHIA PHONE: (206)233-0550 KATHERINE WESSELMAN 1922 FEDERAL AVE E SEATTLE WA 98102-4239 SUBDIVISION: Block: Lot: T 13 PARCEL NUMBER: 001063007 Section: 6 Township: 30 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION: SINGLE FAMILY RESIDENCE RpQUIRED INSPECTIONS: [1,1 SETBACKS /Footings: 1//G 6J [ ] Foundation: 7 SOX C 7/2,/,7 7'1R0'®/< -ir-6-o s [ ] Underground Plumbing/Underground Insulation: [ ] Shear Wall:I Z 'IE'C] Framing/Plumbing: //1fp1w c i i ut 6K fi/ea,441'n4 l06009e, I -?-67 f 1 Propane Tank/Lines: 4g.1-5 K 44"1_14 1-u- 0y .riv-r K Insulation 2/G/Oy f 1 £beetreske. 3,)/,a/y f 1 Septic System Final Approval: _ [ ] Zoning Final Approval: 1 Final/Occupancy Approval: Z V HEAL DEPAR ME T 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 C SE # BLD03-00296 • 1.) The application was reviewed by the Jefferson County Department of Community Development staff on May 19, 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: natural/suburban shoreline designation, Eagle, seismic, landslide 3, SUSC aquifer recharge; High Risk& 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.) 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.) Critical Aquifer Recharge Areas are defined as Seawater Intrusion Areas, and Special Aquifer Recharge Protection Areas and the following land uses located within Susceptible Aquifer Recharge Areas (1)All Industrial Land Uses (2)All Commercial Uses (3)All Rural Residential Land Uses requiring a Discretionary Use or Conditional Use Permit(4)All Rural Residential Land Uses with nonconforming uses that would otherwise require a Discretionary Use or Conditional Use Permit(5) Unsewered Planned Rural Residential Developments (6) Unsewered residential development with gross densities greater than one unit per acre. All of the above listed uses shall be subject to the applicable requirements and standards of the Jefferson County Unified Development Code. 6.) 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. 7.) 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. 8.) 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). 9.) A vegetative buffer of 30-feet shall be permanently maintained from the top r edge of the Landslide Hazard Area. All buffers shall be measured perpendicularly from the top of the Landslide Hazard Area. 10.) 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. 11.) 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." 12.) All construction activities shall not encroach upon the buffer. This includes the storage or preparation of materials. 13.) 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. 14.) 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. 15.) To help prevent seawater from intruding landward into underground aquifers, all new development activity on Marrowstone Island, Indian Island and within 1/4 mile of any marine shoreline shall be required to infiltrate all stormwater runoff onsite. 16.) The applicant shall fully adhere to all conditions and requirements of the eagle habitat management plan. 17.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ: Water conservation measures: 1. Roof and other intercepted precipitation shall be routed to on-site detention ponds and/or other approved means and allowed to be released to the soil slowly. 2. Water collected from Storm water and roof catchments may be used for watering lawns and gardens. Unless catchment water has been treated to meet drinking water standards, there shall be no cross connections allowed between the potable supply and impounded water. 3. Water withdrawn from wells on each property shall not be used for watering of lawns and/or gardens. 4. Ground water withdrawn from each property shall be restricted to a rate of three (3) gallons per minute. 5. Installation of water conserving fixtures such as low flow toilets, faucets and shower restrictors and other water saving plumbing fixtures. 6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation). Please NOTE that the above listed measures are not intended to be exhaustive, but rather is intended to be illustrative of the types of water conservation measures. 18.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ: 1. Installation of a flow meter. 2. On-going well monitoring for chloride concentration. 3. Submittal of monitoring data to County. 19.) MANDATORY MEASURES FOR COASTAL SIPZ: 1. For proof of potable water on a building permit application, applicant must utilize DOH-approved public water system if available, 2. If public water is unavailable, a qualifying alternative system may be used as proof of potable water or an individual well may be used as proof of potable water subject to the following requirement: a. Chloride concentration of a laboratory-certified well water sample submitted with building permit application. 3. If public water is unavailable, a qualifying alternative system may be used as proof of potable water. 20.) MANDATORY MEASURES.HIGH RISK SIPZ: Water conservation measures: • 1. Roof and other intercepted precipitation shall be routed to on-site detention ponds and/or other approved means and allowed to be released to the soil slowly. 2. Water collected from Storm water and roof catchments may be used for watering lawns and gardens. Unless catchment water has been treated to meet drinking water standards, there shall be no cross connections allowed between the potable supply and impounded water. 3. Water withdrawn from wells on each property shall not be used for watering of lawns and/or gardens. 4. Ground water withdrawn from each property shall be restricted to a rate of three (3) gallons per minute. 5. Installation of water conserving fixtures such as low flow toilets, faucets and shower restrictors and other water saving plumbing fixtures. 6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation). Please NOTE that the above listed measures are not intended to be exhaustive, but rather is intended to be illustrative of the types of water conservation measures. 21.) MANDATORY MEASURES FOR HIGH RISK SIPZ: 1. For proof of potable water on a building permit application, applicant must utilize DOH-approved public water system if available. 2. If public water is unavailable, a qualifying alternative system may be used as proof of potable water or an individual well may be used as proof of potable water subject to the following requirements: a. Variance from Chapter 173 WAC standards granted by Ecology per WAC 173-160-106 for a new groundwater well within 100 feet of a sea-salt water intrusion area per WAC 173-160-171 (i.e., within 100 feet of a groundwater source showing chloride concentrations above 200mg/L or within 100 feet of the marine shoreline); or for an existing or proposed groundwater well not subject to an Ecology variance, applicant must provide evidence through a hydrogeologic assessment(relevant components of an Aquifer Recharge Area Report per UDC 3.6.10.e) of a reasonable probability that the subject aquifer will not be degraded by the proposed use of well. b. Installation of a flow meter. c. On-going well monitoring for chloride concentration. d. Submittal of flow and chloride data to the County per monitoring program. 3. If public water is unavailable, a qualifying alternative system may be used as proof of potable water. 22.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator). 23.) A Small Parcel Erosion & Sediment Control Plan has been submitted and approved on June 6, 2003 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. 24.) 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). 25.) The site plan dated May 8, 2003 as submitted with the building permit application on May 8, 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 June 17, 2003 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 26.) The parcel has been designated as RR 1:5 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 27.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 28.) Outdoor residential storage s all be maintained in an orderly manner and s iall create no fire, safety, health or sanitary hazard. 29.) 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). 30.) Maximum lot coverage shall not exceed 25%. 31.) The building height shall not exceed 35 feet. 32.) Minimum setback from Porter Lane right-of-way shall be 20 feet. Minimum side yard setbacks shall be 5 feet. Minimum setback from the top of the shoreline bank shall be 110 feet as depicted on site plan dated May 8, 2003 and approved on June 17, 2003. 33.) A SPAAD (ZON01-0069)was approved on December 11, 2001. A stormwater permit (BLD03-0271)was approved on June 6, 2003. A septic permit(SEP03-0118) was approved on June 11, 2003 for a 240 GPD system. 34.) Porter Lane is a private road (P135). An address of 513 Porter Lane, Port Townsend has been assigned to the parcel. 35.) A well was installed on November 8, 2001 located near the western property boundary over 400 feet from the shoreline. A chloride sample was collected on 11/5/02 and determined that the chloride level of 47.1 mg/1 is within the range of concentrations for natural freshwater background and does not indicate seawater intrusion. (See Hydrogeologic Assessment dated May 14, 2003 as prepared by Aspect Consulting). 36.) To help prevent seawater from intruding landward into underground aquifers, all new development activity on Marrowstone Island, Indian Island and within 1/4 mile of any marine shoreline shall be required to infiltrate all stormwater runoff onsite. 37.) A flow meter shall be installed prior to final sign off of the building permit. 38.) On-going well monitoring for chloride concentration is required. The property owner shall allow access to Jefferson County PUD or approved contractor to take samples as required. i:\F_BLD_Permit_Buildng.rpt 10/29/19 BUILDING PERMIT APPLICATION M Review T0257 Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD03-00296 Received Date: 5/8/2003 SITE ADDRESS: 513 PORTER LN PORT TOWNSEND, 98368 OWNER: ANTHONY Y PELLECCHIA PHONE: (206)233-0550 KATHERINE WESSELMAN 1922 FEDERAL AVE E SEATTLE WA 98102-4239 SUBDIVISION: Block: Lot: T 13 PARCEL NUMBER: 001063007 Section: 6 Township: 30 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP SINGLE FAMILY RESIDENCE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,425 VALUATION 155,000.00 ADD'L: HEAT TYPE: PRO CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: 85 # OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: SHORELINE: CONST TYPE: DECK: 450 SETBACK: 110 BANK HEIGHT: 100 SEWAGE DISPOSAL: OSS 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 F&W _ Landslide 5 43/© Shoreline Aquifer_ Forest: Commercial Rural Type Amount Paid By: Date: Receipt: A at V E✓l.. Permit $1,301.75 MAM 05/08/03 56217 Plan Check $846.14 MAM 05/08/03 56217 JUN 1 .3 2003 State Building Code $4.50 MAM 05/08/03 56217 Jefferson County Plur�rtin Potable Water Application $51.00 MAM 05/08/03 56217 & Building r�e�sartrrv, t Total: $2,203.39 I. a ks,.Yt, m'vc4L sON co • Jefferson Couartment of Community Development j r 621 Sheridan Street,Port Townsend WA 08368 MO)310-4450 4, ""I 's. '' ' P, a cayoon er m 0 t v U o 0 N .. ,, Project Description: Building Type: Project Type: Frame Type: 1 Single Family fd New ❑ Wood ❑ Garage Attached/Detached ❑ Addition / Steel ❑ Modular ❑ Alteration/Remodel ❑ Concrete ❑ Commercial ❑ 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:ItAA LA IN� / Individual System ❑ Woodstove f'Propane Total: Total: If not sewer,fill out the following: ❑ Heat Pump 2. fd Conventional ❑ Alternative ❑ Other Permit# SEP Water Supply: Private well ❑ Two Party Well❑ Public:Name of water system: Square Footage: , 2-LiFor Office Use Only Main Floor ` 4 t 9- A 055 p `131° 47.00 Consistency Review 2ND Floor Base fee 13b1 . -7� 3rd Floor Plan Check fee—655% 014‘O - I L Htd Basement State Surcharge fee q- 5t Unhtd Basement ra 5 M EC+I. s rota 2e .ti Subtotal ` 94?, Garage/Carport Pot Water Review fee 'Z''2, C Ole Oi• Decks 450 Rd Approach fee C _ Commercial L 1 33' OTAL a g 1• a s, Industrial (0 7 Receipt# SjP a 1 Other Cash/Check# 1 93 5 Total Valuation: - Initials Al Or/_.___ Date S OID 3 Estimated Coster i�J i coo • in-210' of the oreline, i Distance to Bank or Ordinary High Water Mark 110 ft. Bank Height l PO '4 ^ 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 operty or structu e 4 shall b requested and shall occur during regular business hours. Signature: / Date: �9 ' 7 'O 3 OV H:HOME\PLNCNTR\INFOBLDG\FO S\BLDpermitApplication 11-8-01